HomeMy WebLinkAbout2620 W. ELIZABETH ST., SINGLE-FAMILY DETACHED - PDP - PDP160037 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSC L
TRAVEL BIKE
LANE WALK
PARK
TRAVELWAY
BIKE
LANE
TURN LANE
C L
DRIVE LANE BIKE
LANE
PARK
DRIVEWALK LANE WAY
BIKE
LANE
PARK
WALKWAY
STRIPINGSTRIPING
WALK PARK
WAY
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C0.0-C0.1.dwg LAYOUT NAME: C0.0 DATE: Jul 12, 2017 - 10:39am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
N.T.S.
JULY 2017
UTILITY PLANS FOR:
ELIZABETH STREET FARMS
High Plains Builders, LLC
Tony Wille
P.O. Box 2796
Gillette, WY 82717
307.257.2352
PROJECT TEAM:
Galloway & Company
James Prelog
5265 Ronald Reagan Blvd., Suite 210
Johnstown, Colorado 80534
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards
and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the
expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work,
for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless
and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of
approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence
and location of all underground utilities along the route of the work before commencing new construction.
The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered
utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by
contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to
relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design
modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with
a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected
by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2
working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction
meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed
prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 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 Elizabeth Street Farms dated JULY 12, 2017 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.
12''IRR
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12
''W 12''W
12''W 12''W 12''W 12''W
6''W 6''W
12''IRR
12''IRR 12''IRR
8''SS
10' EXISTINGDRAINAGE
& UTILITY EASEMENT
5' EXISTINGDRAINAGE
& UTILITY EASEMENT
5' EXISTINGDRAINAGE
& UTILITY EASEMENT
10' EXISTINGDRAINAGE
& UTILITY EASEMENT
10' EXISTING
UTILITY EASEMENT
20' EXISTINGR.O.W.
PER PLAT
50' EXISTINGR.O.W.
PER PLAT
10' EXISTINGDRAINAGE
& UTILITY EASMENT
6' EXISTING
UTILITY EASEMENT
10' EXISTINGDRAINAGE
& UTILITY EASEMENT
6' EXISTING
UTILITY EASEMENT
10' EXISTING
IRRIGATION
EASEMENT
10' EXISTING
IRRIGATION
EASEMENT
PEAR STREET
WEST ELIZABETHSTREET
RHODES SUBDIVSION
LOT 1
RHODES SUBDIVSION
LOT 2
RHODES SUBDIVSION
LOT 3
WEST PLUM STREET
DEVELOPMENT
LOT 6
WEST PLUM STREET
DEVELOPMENT
LOT 7
VALLEY HI SUBDIVISION
BLOCK 4
LOT 4
VALLEY HI SUBDIVISION
BLOCK 4
LOT 3
VALLEY HI SUBDIVISION
BLOCK 4
LOT 2
VALLEY HI SUBDIVISION
6''W 6''W
R15'
WEST ELIZABETH STREET
VALLEY HI
SUBDIVISION
BLOCK 4
LOT 1
LOT 2
LOT 3
LOT 4
WEST PLUM STREET- LOT 5
A PLANNED UNIT
DEVELOPMENT
LOT 5
RHODES
SUBDIVISION
LOT 1
LOT 2
LOT 3
LOT 6
WEST PLUM STREET-
A PLANNED UNIT
DEVELOPMENT
LOT 7
LOT 8
BLOCK 1
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8 LOT 9
OUTLOT A
PEAR STREET
(PRIVATE DRIVE)
BARTLETT DRIVE
(PRIVATE DRIVE)
EXISTING
HOUSE
EMERGENCY ACCESS ROAD,
ROAD BASE TO SUPPORT 40
TON PER GEOTECH REPORT.
5' SIDEWALK
8'
6'
6'
6' 6'
R25'
R25'
18' EMERGENCY
ACCESS EASEMENT
6'
6'
6'
20' EMERGENCY
ACCESS EASEMENT
R46'
R68'
R30'
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_Site Details.dwg LAYOUT NAME: C2.1 DATE: Jul 12, 2017 - 10:40am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_Site Details.dwg LAYOUT NAME: C2.2 DATE: Jul 12, 2017 - 10:41am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CONCRETE RIBBON DETAIL VALLEY PAN DETAIL
18"
12"
CONCRETE RIBBON
SIDEWALK
IRRIGATION LINE A
SEE SHEET C6.0
12''IRR
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W
6''W 6''W
12''IRR 12''IRR
WEST ELIZABETH STREET
B BLOCK 1
BLOCK 1
B
A
A
B B B B
???
OUTLET STRUCTURE
SEE SHEET C6.1 FOR DETAIL
SIDEWALK CHASE
SEE SHEET C2.1
FOR DETAIL
BARTLETT DRIVE
(PRIVATE DRIVE)
EXISTING
HOUSE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8 LOT 9
OUTLOT A
5' SIDEWALK
18' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
6.5' ACCESS
EASEMENT
11' BUS BAY
AND STOP
30' -
38' -
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
5' SIDEWALK
30' -
???
12''IRR
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W
6''W 6''W
12''IRR 12''IRR
IRRIGATION LINE A
SEE SHEET C6.0
WEST ELIZABETH STREET
BLOCK 1 B
A
A
B B B B
OUTLET STRUCTURE
SEE SHEET C6.1 FOR DETAILS
SIDEWALK CHASE
SEE SHEET C2.1
FOR DETAILS
BARTLETT DRIVE
(PRIVATE DRIVE)
EXISTING
HOUSE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8
OUTLOT A
5' SIDEWALK
18' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
6.5' ACCESS
EASEMENT
11' BUS BAY
AND STOP
30' -
38' -
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
5' SIDEWALK
30' -
LOT 1
LOT 2
LOT 3
LOT 4
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_GR Details.dwg LAYOUT NAME: C3.2 DATE: Jul 12, 2017 - 10:42am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
8''W 8''W 8''W 8''W 8''W 8''W
8''W 8''W
8''W 8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
S S S S
S
S
S
S
6''W
12''IRR
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W
6''W 6''W
12''IRR 12''IRR
8''SS
PEAR STREET
WEST ELIZABETH STREET
IRRIGATION LINE A
SEE SHEET C6.0
SANITARY LINE 1
SEE SHEET C5.0
SANITARY LINE 1
SEE SHEET C5.0
203.63 LF 8" PVC
S89°48'04"W
162.18 LF 8" PVC
N00°11'56"W
18.77 LF 8" PVC
N45°11'56"W
81.15 LF 8" PVC
N00°11'56"W
22.5° BEND w/TB
N=452521.39
E=104113.81
FIRE HYDRANT
ASSEMBLY
N=452496.73
E=104103.60
TIE INTO EXISTING WATER MAIN
W/ WET TAP & TAPPING VALVE (N)
N=452358.33
E=104342.87
REMOVE EXISTING F.H. & CONTINUE
EXISTING WATER MAIN
8"x6" REDUCER (S)
N=452659.07
E=104100.92
90° BEND w/TB
N=452520.51
E=104342.31
45° BEND w/TB
N=452519.80
E=104138.68
45° BEND w/TB
N=452559.57
E=104098.64
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_WT Details.dwg LAYOUT NAME: C4.1 DATE: Jul 12, 2017 - 10:43am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_WT Details.dwg LAYOUT NAME: C4.2 DATE: Jul 12, 2017 - 10:44am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''W 8''W
8''W
8''W 8''W
8''W 8''W 8''W 8''W 8''W
S S S S
S
S
S
S
6''W
12''IRR
6''W
11+00 10+00
12+00 13+00 13+71.69
STA. 11+53.3
STA. 11+98.8
STA. 12+06.1
STA. 12+59.2
STA. 13+12.2
STA. 13+64.7
STA. 11+22.2
STA. 10+68.5
VALLEY HI
SUBDIVISION
BLOCK 4
LOT 1
LOT 2
LOT 3
LOT 4
WEST PLUM STREET- LOT 5
A PLANNED UNIT
DEVELOPMENT
LOT 5
LOT 6
WEST PLUM STREET-
A PLANNED UNIT
DEVELOPMENT
LOT 7
LOT 8
BLOCK 1
BLOCK 1
LOT 1
LOT 2
LOT 3 LOT 4 LOT 5
LOT 6 LOT 7 LOT 8 LOT 9
OUTLOT A
PEAR STREET
(PRIVATE DRIVE)
BARTLETT DRIVE
(PRIVATE DRIVE)
TRACT A
5085
5090
5095
5100
5105
5110
5115
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_SS Details.dwg LAYOUT NAME: C5.1 DATE: Jul 12, 2017 - 10:45am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''W 8''W
8''W
8''W 8''W
8''W 8''W 8''W 8''W 8''W
6''W
12''IRR
12''IRR
14+88.82
10+00
12+00 11+00
13+00
14+00
BLOCK 1
BLOCK 1
PEAR STREET
(PRIVATE DRIVE)
BARTLETT DRIVE
(PRIVATE DRIVE)
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8 LOT 9
OUTLOT A
TRACT A
10' IRRIGATION
EASEMENT
10' IRRIGATION
EASEMENT
5095
5100
5105
5110
5115
5120
5095
5100
5105
5110
5115
5120
15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50
44.42 LF - 12''
RCP @ 0.40%
228.11 LF - 12'' RCP @ 0.40%
48.57 LF
- 12'' RCP
@ 0.40%
STA=14+88.82
EX IRRIGATION BOX A6
CONNECT TO EXISTING
IRRIGATION BOX
RIM=5110.27
INV OUT (12" E)=5108.45
DEPTH=1.82
STA=12+72.53
IRMH A2
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_SD Details.dwg LAYOUT NAME: C6.1 DATE: Jul 12, 2017 - 10:46am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
9+34.81
10+00
11+00 12+00 13+00 14+00 15+00
16+00
WEST ELIZABETH STREET
BARTLETT DRIVE
(PRIVATE DRIVE)
STA 10+00.00, 0.00'
STA 10+02.03, 0.00'
STA 10+10.32, 0.00'
STA 13+13.02, 0.00' STA 15+08.69, 1.94' R
STA 15+14.45, 1.35' R STA 15+67.20, 0.00' STA 16+09.37, 0.00'
S60° 04' 08.38"E
5.75 LF
N89° 21' 26.65"W
50.34 LF
EXISTING EDGE
OF ASPHALT
EXISTING EDGE
OF ASPHALT LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
BLOCK 1
BLOCK 1
LOT 2
LOT 3
LOT 4
LOT 5
OUTLOT A
20' EMERGENCY
ACCESS EASEMENT
36.5'
℄-R.O.W
6.5' ACCESS
EASEMENT
11' BUS BAY
AND STOP
24.5' ℄-
15' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
SIDEWALK CHASE
PROPOSED SAWCUT
PROPOSED
SAWCUT
PROPOSED SAWCUT
6' SIDEWALK
BUS TURNOUT
SEE SHEET C2.1
36.5'
RIGHT OF WAY
EXISTING 50'
RIGHT OF WAY
STA 11+37.70, 0.00'
50'
2.5' VERTICAL
CURB & GUTTER
4
WEST ELIZABETH STREET
PEAR STREET
(PRIVATE DRIVE)
BARTLETT DRIVE
(PRIVATE DRIVE)
VALLEY HI
SUBDIVISION
BLOCK 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
BLOCK 1
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8 LOT 9
OUTLOT A
1
2
3 3
3
3
4
4
4
5
2
1
2
8
8
7 7
4
1 4
1
1
2
5
4
4
1
1
WEST ELIZABETH STREET
LOT 1
BLOCK 1 LOT 4
LOT 5 OUTLOT A
6
5
2
3
8
8
12''IRR
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W
6''W 6''W
12''IRR 12''IRR
8''SS
RP
SF
OP
RS
VTC
SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF
RP
WD
WD
WD
WD
RS
RS
WD
WD
WD
WD
WD WD WD
WD
RS
RS
RS
RS
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C8.0-EC.dwg LAYOUT NAME: C8.0 DATE: Jul 12, 2017 - 10:47am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EMap] [x-HPB1.01_PGrad] [x-HPB1.01_Legend_EC] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil] [x-HPB1.01_ETopo]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_EC Details.dwg LAYOUT NAME: C8.1 DATE: Jul 12, 2017 - 10:47am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SILT FENCE WATTLE INSTALLATION
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNINGLENGTHS OF WATTLES, BUTT THE SECONDWATTLE TIGHTLY
AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLESAT EACH END AND
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_EC Details.dwg LAYOUT NAME: C8.2 DATE: Jul 12, 2017 - 10:47am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
VEHICLE CONTROL TRACKING PAD
CURB INLET PROTECTION
IP
PLANTED RIPRAP INSTALLATION
RP
RIPRAP SCHEDULE
1
2
3 4
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_EC Details.dwg LAYOUT NAME: C8.3 DATE: Jul 12, 2017 - 10:48am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
1 ROCK SOCK DETAIL 2 EROSION CONTROL BLANKET 3 EROSION CONTROL BLANKET
4 STABILIZED STAGING AREA 5 STOCKPILE MANAGMENT 6 CONCRETE WASHOUT AREA
12''IRR
6''W 6''W
12''IRR 12''IRR
PEAR STREET
WEST ELIZABETH STREET
VALLEY HI
SUBDIVISION
BLOCK 4
WEST PLUM STREET-
A PLANNED UNIT
RHODES DEVELOPMENT
SUBDIVISION
WEST PLUM STREET-
A PLANNED UNIT
DEVELOPMENT
PEAR STREET
(PRIVATE DRIVE)
BARTLETT DRIVE
(PRIVATE DRIVE)
VEGETATED SWALE
VEGETATED SWALE
VEGETATED SWALE
QOFFSITE
:
Q2= 0.4 cfs
Q100= 1.7 cfs
PROPOSED HEADWALL
W/ORIFICE PLATE
QRELEASE: 1.2 cfs
PROPOSED CULVERT
PROPOSED CULVERT
PROPOSED
SIDEWALK CHASE
EXISTINGHOUSE
(TO REMAIN)
PROPOSED
DETENTION POND
A1
A2
A5
A3
A4
A1
A3
A5
A4
B1
A2
OS1
VEGETATED SWALE
PROPOSED
EMERGENCY SPILLWAY
CREST ELEVATION: 5109.60
PROPOSED
DETENTION POND
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C9.0-DR.dwg LAYOUT NAME: C9.0 DATE: Jul 12, 2017 - 10:49am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_PGrad] [x-HPB1.01_EMap] [x-HPB1.01_ESite] [x-HPB1.01_ETopo] [x-HPB1.01_EUtil] [x-HPB1.01_PBase] [x-HPB1.01_Legend_DR] [x-HPB1.01_PGrad-FHA]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
1. VEGETATED SWALE
DETENTION POND WATER SURFACE ELEVATION: 5109.6
NOTES:
1
2 100-YEAR
DESIGN POINT
MAJOR BASIN BOUNDARY
SUB-BASIN BOUNDARY
OVERLAND FLOW DIRECTION
(I.E., LANDSCAPING)
B1
DRAINAGE SYMBOLS:
LEGEND:
DIRECT FLOW DIRECTION
(I.E., PAVEMENT, CURB AND
GUTTER, SWALE)
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED RIGHT-OF-WAY
FUTURE RIGHT-OF-WAY
PROPOSED LOTLINE
FUTURE LOTLINE
EASEMENT LINE
09
5009
5110
5110
DRAINAGE SUMMARY TABLE | DEVELOPED CONDITION
Tributary Area
C2 C
100
tc | 2-Year tc | 100-Year Q
2 Q100
Sub-basin (acres) (min) (min) (cfs) (cfs)
A1 0.22 0.60 0.75 7.5 5.9 0.3 1.6
A2 0.39 0.68 0.85 7.6 5.6 0.7 3.2
A3 0.61 0.68 0.85 9.8 7.2 1.0 4.7
A4 0.32 0.53 0.66 9.7 8.3 0.4 1.8
A5 0.29 0.30 0.37 8.0 7.3 0.2 0.9
B1 0.28 0.68 0.85 7.1 5.0 0.5 2.4
OS1 0.44 0.80 1.00 5.6 5.0 1.0 4.4
Detention Pond WQCV
100-Year
Volume
ac-ft
100-Year
WSEL
100-Year Release
Rate
cfs
A5 N/A 0.22 5109.6 1.2
DETENTION POND SUMMARY TABLE
5 OUTLET STRUCTURE PROTECTION
FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES
OF THE STAKE PROTRUDINGABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO
PICK THEWATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO
LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLEWITHAPICKENDOF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAWWATTLES ARE
USED FOR FLAT GROUNDAPPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN
INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST
WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOUHAVE DIFFICULTY
DRIVING THE STAKE INTO EXTREMELYHARD OR ROCKY SLOPES, A PILOT BARMAY BE
NEEDED TO BEGIN THE STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLONROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVENACROSS FROMEACH OTHER AND ON EACH
SIDE OF THEWATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE
WATTLE. BAILING WIRE OR NYLON ROPE SHOULDBE TIED TO THE
STAKES ACROSS THEWATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL
THE BAILINGWIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE
WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT
SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO
NOT OVERLAP THE ENDS. STAKESSHOULD BE DRIVEN 1 FT. FROMEND,
ACROSS FROMAND ON EACHSIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE
SHOULD BE TIEDTOSTAKES IN AN HOURGLASS FORMATION (FRONT TO
BACK OF WATTLE "A", ACROSS TOFRONT OFWATTLE "B", ACROSS TO
BACK ANDBACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG
TOTHE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORMWATER LINE
WEIGHTEDWATTLE
ORROCK SOCK
LIP OF GUTTER
SIDEWALK
EXISTINGOR
PROPOSED INLET
TOPBACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORMWATER LINE
LIP OF GUTTER
WEIGHTEDWATTLE
ORROCK SOCK
AT 45 DEG. TO CURB
SIDEWALK
TOPBACK CURB
FLOW LINE
SIDEWALK
TOPBACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE ANDSITE CONDITIONS.
2. TUBULARMARKERS SHALL MEET THE REQUIREMENTSOF MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMSWHENUSINGTHIS SETUP.
LIP OF GUTTER
WEIGHTEDWATTLE
ORROCK SOCK
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTHOFWATTLE IS DEPENDENT ON THE CONDITIONS OF EACHSITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOWAREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUMOF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLEDPER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLEDONCONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE ENDOF THE ROW IN ORDER TO PREVENT PONDINGAT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLESSHOULD BE ABUTTEDFIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
HOWEVER, ADJUSTMENTSMAY HAVE TOBEMADE FOR THE SOILTYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS
FURTHER APART. A SECONDARY WATTLE PLACEDBEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTSHAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USINGWOOD STAKES TOSECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO
PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
ORNYLONROPE IS ATTACHED. STAKES
NEED TO BE TAMPEDUNTILWIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP
SHOULD BE USEDTOPREVENT SEDIMENT FROM ENTERING THE
INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTORSHALL INSPECT WATTLES EVERY TWO WEEKS ANDAFTERANY SIGNIFICANT STORM EVENT AND MAKE REPAIRSORREMOVE SEDIMENT ACCUMULATED BEHINDWATTLE AS NECESSARY.
SEDIMENT ACCUMULATEDBEHIND WATTLE SHALL BE REMOVED WHENTHE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETEROF THEWATTLE.
WATTLES SHALL REMAIN IN PLACEUNTILTHE UPSTREAM DISTURBED AREA IS STABILIZEDAND IS ACCEPTED BY THE CITY.
WATTLES SHALL REMAIN IN PLACEUNTILTHE UPSTREAM DISTURBED AREA IS STABILIZEDAND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB ANDFOLLOW
CURB FOR 1 FOOT (MIN.)
END SHALL ABUT TIGHTLY
TO BACK OF CURB ANDFOLLOW
CURB FOR 1 FOOT (MIN.)
ENDS OF ADJACENT WATTLES
SHALLBE TIGHTLY ABUTTED
TOPREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADEWITH COCONUT FIBERS
SHALL BE USED WHEN INSTALLATIONCOMES IN
CONTACT WITH A WATERBODY.
SIDEWALKCULVERT/CHASE/PAN
W3, W4 & W5 NOTES:
1. WHEN USING STRAWWATTLE, THE STRAWWATTLE MUST HAVE A WEIGHTED CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLESUPON WRITTEN APPROVAL
FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONSWILLNEED TO BE
INCORPORATED INTOTHE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTINGOR
PROPOSED INLET
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
EROSION CONTROL FOR CONSTRUCTION
ON INDIVIDUAL RESIDENTIAL LOTS
SWALE WATTLE DIKE
1 2
4
3
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB ANDFOLLOW
CURB FOR 1 FOOT (MIN.)
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
PROPOSED STORM SEWER
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
RIPRAP
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
BUILDING SETBACK.
PROPERTY BOUNDARY
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
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. 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.).
6. SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET
C0.1, AS WELL AS DETAILS ON SHEETS C8.1-C8.3.
GENERAL NOTES:
VEHICLE TRACKING CONTROL PAD
SILT FENCE
PLANTED RIPRAP PROTECTION
SWALE WATTLE DIKE
INLET PROTECTION
CONCRETE WASHOUT AREA
NOTE:
ALL BMPS SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR.
OUTLET PROTECTION PER DETAIL 5 ON SHEET C8.2
EROSION CONTROL BLANKET
STABILIZED STAGING AREA
STOCKPILE MANAGEMENT
ROCK SOCK
WD
SF
OP
IP
CWA
SSA
SP
VTC
RS
ECB
RP
PERMANENT BMPs
TEMPORARY BMPs
SF SF
09
5009
5110
5110
FIBER ROLL PER CITY OF FORT COLLINS DETAIL D-52 FB
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
Mobilization Demolition Grading
Utilities
Installation
Flat work
Installation
Vertical
Installation Landscape Demobilization
Best Management Practices (BMPs)
Structural "Installation"
Silt Fence Barriers*
Contour Furrows (Ripping / Disking)
Sediment Trap / Filter
Vehicle Tracking Pad*
Flow Barriers (Wattles)*
Inlet Filter Bags*
Any prior inlets
that could use
protecting
Rock Bags*
Any prior inlets
that could use
protecting
Terracing
Stream Flow Diversion*
Rip Rap
Collecting Asphalt / Concrete Saw Cutting Waste
*All BMPs to be Removed once Construction is Complete.
Vegetative
Temporary Seeding Planting
Any time the
site will sit
dorment
longer than
30 Days.
Mulching/Sealant
Any time the
site will sit
dorment
longer than
30 Days.
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting/Blankets/Mats
Any time the
site will sit
dorment
longer than
30 Days.
Other:
Mobilization Demolition Grading
Utilities
Installation
Flat work
Installation
Vertical
Installation Landscape Demobilization
Best Management Practices (BMPs)
Structural "Installation"
Silt Fence Barriers*
Contour Furrows (Ripping / Disking)
Sediment Trap / Filter
Vehicle Tracking Pad*
Flow Barriers (Wattles)*
Inlet Filter Bags*
Any prior inlets
that could use
protecting
Rock Bags*
Any prior inlets
that could use
protecting
Terracing
Stream Flow Diversion*
Rip Rap
Collecting Asphalt / Concrete Saw Cutting Waste
*All BMPs to be Removed once Construction is Complete.
Vegetative
Temporary Seeding Planting
Any time the
site will sit
dorment
longer than
30 Days.
Mulching/Sealant
Any time the
site will sit
dorment
longer than
30 Days.
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting/Blankets/Mats
Any time the
site will sit
dorment
longer than
30 Days.
Other:
7
3
6
5
2
7
2
2
2
2
5 3 6
5
6 3
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C7.1-Strip.dwg LAYOUT NAME: C7.1 DATE: Jul 12, 2017 - 10:44am CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EMap]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
LEGEND:
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 LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
4. ALL PRIVATE DRIVE STREET SIGNS SHALL USE SAME GENERAL SPECIFICATIONS AS LCUASS DRAWING 1411 BUT SHALL HAVE GREEN TEXT WITH A WHITE
BACKGROUND.
5. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
6. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT.
7. 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 LOCAL ENTITY ENGINEER PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
8. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
9. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
10. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
11. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
12. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES
IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
13. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
14. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
15. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD,
THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY 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).
16. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL
DETAIL.
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
SIGN INDEX:
1 R1-1 STOP SIGN (30"x 30")
2 PRIVATE DRIVE ONLY SIGN
NOTES:
1. ALL POSTED SPEED LIMITS ARE 25 MPH UNLESS OTHERWISE
POSTED.
3
4
STRIPING LEGEND:
PAVEMENT MARKINGS
6" SOLID WHITE LATEX PAINT LINE
DOUBLE YELLOW LATEX PAINT LINE
(2) 6" SOLID LINES; 4" APART
PROPOSED LOTLINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EASEMENT LINE
RIGHT-OF-WAY
FIRE LANE NO PARKING SIGN
EMERGENCY VEHICLES ONLY -
40 TON LIMIT SIGN
1
2
3
7
PREFORMED THERMOPLASTIC LEFT TURN
ARROW PAVEMENT MARKINGS
8
NO
PARKING
SIGNING PLAN FOR ELIZABETH STREET FARMS AND INTERIM STRIPING PLAN FOR WEST ELIZABETH STREET
ULTIMATE STRIPING PLAN FOR WEST ELIZABETH STREET
PREFORMED THERMOPLASTIC BICYCLE LANE
PAVEMENT MARKINGS
DOUBLE WHITE LATEX PAINT LINE
(2) 6" SOLID LINES; 16" APART
W/ CONNECTING DIAGONAL LINES 44" APART
4 6" DASHED WHITE LATEX LINE
5 8" SOLID WHITE LATEX LINE
6
DOUBLE WHITE LATEX PAINT LINE
(2) 6" DASHED LINES; 16" APART
5095
5100
5105
5110
5115
5120
5095
5100
5105
5110
5115
5120
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
(5111.6)
5111.65
()
5111.05
(5110.5)
5110.45
(5110.4)
5109.62
(5109.0)
5108.42
(5107.8)
5107.29
(5106.7)
(5112.1)
()
5111.35
(5110.7)
5110.75
(5110.3)
5110.15
(5109.1)
5109.02
(5108.5)
5107.82
(5106.9)
-1.20%
-0.93% -0.66%
-0.60%
-0.90%
STA: 10+00.00
ELEV=5111.65
STA: 12+51.50
ELEV=5110.14
STA: 12+71.50
ELEV=5109.96
STA: 14+76.00
ELEV=5107.51
STA: 14+96.00
ELEV=5107.32
STA: 15+16.86
ELEV=5107.18
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
175.32'
STA=13+13.02
INV=5109.46
END BUS
TURNOUT
STA=11+37.70
INV=5110.82
BEGIN BUS
TURNOUT
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C7.0-RD.dwg LAYOUT NAME: C7.0 DATE: Jul 12, 2017 - 10:46am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_PBase] [x-HPB1.01_EMap] [x-HPB1.01_ESite] [x-HPB1.01_Legend_RD]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
WEST ELIZABETH STREET to
LEFT FLOWLINE PROFILE
10+00.00 15+16.86
50 5
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. SEE SOILS REPORT BY HOLLINGSWORTH ASSOCIATES, INC. FOR PAVEMENT AND
SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE
RIM ELEVATIONS ARE TO BE ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50
FEET.
5. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET
REPAIR STANDARDS.
6. SEE SHEET C0.0 FOR TYPICAL SECTIONS.
7. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION
SHOWN PLUS 5100 FEET (8.71 = 5108.71).
NOTES:
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
BUILDING SETBACK
PROPERTY BOUNDARY
PROPOSED SAWCUT
EXISTING EDGE OF ASPHALT
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
( IN FEET )
1 inch = ft.
50 0 50
50
100 150
4'Ø FLAT TOP MH
RIM=5111.17
INV IN (12" N)=5107.59
INV OUT (12" E)=5107.59
DEPTH=3.58
STA=10+00.00
IRMH A
4'Ø FLAT TOP MH
CONNECT TO EXISTING
IRRIGATION PIPE
RIM=5109.92
INV IN (12" W)=5106.50
DEPTH=3.42
STA=10+44.42
IRMH A1
4'Ø FLAT TOP MH
RIM=5110.02
INV IN (12" W)=5106.68
INV OUT (12" E)=5106.68
DEPTH=3.34
EXISTING
GROUND
PROPOSED
GRADE
STA=13+21.09
IRMH A3
4'Ø FLAT TOP MH
RIM=5111.23
INV IN (12" W)=5107.78
INV OUT (12" S)=5107.78
DEPTH=3.44
112.81 LF - 12'' RCP @ 0.40%
STA=14+81.29
IRMH A5
4'Ø FLAT TOP MH
RIM=5113.26
INV IN (12" W)=5108.42
INV OUT (12" N)=5108.42
DEPTH=4.83
7.54 LF
- 12'' RCP
@ 0.40%
47.38 LF - 12''
RCP @ 0.40%
STA=14+33.90
IRMH A4
4'Ø FLAT TOP MH
RIM=5113.16
INV IN (12" S)=5108.24
INV OUT (12" E)=5108.24
DEPTH=4.93
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C6.0-SD.dwg LAYOUT NAME: C6.0 DATE: Jul 12, 2017 - 10:45am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EMap] [x-HPB1.01_Legend_SD] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
IRRIGATION LINE A to
10+00.00 14+70.22
50 5
NOTES:
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 ENGINEEER PRIOR TO CONSTRUCTION.
2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. LAYING
LENGTH INCLUDES FLARED END SECTIONS.
3. RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR
HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS
SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER
ASTM F477 / D3212 FOR PLASTIC PIPE).
4. ALL MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
5. MANHOLE DIAMETERS SHOWN ARE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL VERIFY THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.).
6. PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE.
7. MANHOLES MUST BE SHAPED UNLESS OTHERWISE NOTED. REFER TO PLAN VIEW FOR SHAPED MANHOLES.
LEGEND:
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
EXISTING IRRIGATION
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
EASEMENT LINE
BUILDING SETBACK
PROPERTY BOUNDARY
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
8"W
8"SS
12"IRR
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
General Manager
REVIEWED BY:
Date
UTILITY PLAN REVIEW
Pleasant Valley and Lake Canal Company
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
( IN FEET )
1 inch = ft.
50 0 50
50
100 150
5085
5090
5095
5100
5105
5110
5115
9+50 10+00 11+00 12+00 13+00 14+00 14+50
153.26 LF - 8'' PVC @ 0.50% 218.43 LF
- 8'' PVC @ 0.50%
STA=11+53.26
SSMH 1-1
4'Ø MH
RIM=5111.01
INV IN (8" E)=5097.65
INV OUT (8" N)=5097.45
DEPTH=13.57
STA=13+71.69
SSMH 1-2
4'Ø MH
RIM=5110.08
INV OUT (8" W)=5098.74
DEPTH=11.34
STA=10+00.00
EXMH 1
4'Ø MH
RIM=5108.14
INV IN (8" S)=5096.68
INV OUT (8" N)=5096.55
DEPTH=11.59
EXISTING
GROUND PROPOSED
GRADE
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C5.0-SS.dwg LAYOUT NAME: C5.0 DATE: Jul 12, 2017 - 10:44am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EMap] [x-HPB1.01_Legend_SS] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 1 to
10+00.00 13+71.69
50 5
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF FORT COLLINS
“STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM
THE BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE
BUILDING TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE
UPSTREAM SIDE OF ALL MANHOLES, IN THE MIDSECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO
EXCEED 300 FEET, OR AS REQUIRED BY THE CITY. SEE DETAIL SHEETS FOR CLAY CUTOFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION
FOR GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF FORT COLLINS
A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY ANY
ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970.221.6700.
7. CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY CITY INSPECTOR PRIOR TO BACKFILL.
10. FOR OFFSITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE
NOT WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. CONTRACTOR SHALL LOCATE EXISTING CONNECTION AT HOUSE AND PROVIDE TIE TO PROPOSED
LATERAL PER CITY STANDARDS.
NOTES:
LEGEND:
8"W
S
6"W
8"SS
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
EXISTING WATER MAIN
EXISTING IRRIGATION
EXISTING SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
BUILDING SETBACK
PROPERTY BOUNDARY
PROPOSED SANITARY SEWER SERVICE
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
8"SS
12"IRR
( IN FEET )
1 inch = ft.
50 0 50
50
100 150
8"x6" TEE w/TB
2 - 6" G.V. (NW,SW)
N=452533.02
E=104125.37
11.25° BEND w/TB
N=452645.71
E=104098.34
11.25° BEND w/TB
N=452655.70
E=104100.68
10.26 LF 8" PVC
N13°10'26"E
16.40 LF 6" PVC
S44°48'04"W
26.69 LF 6" PVC
S22°29'34"W
37.67 LF 8" PVC
S45°11'56"E
VALLEY HI
SUBDIVISION
BLOCK 4
LOT 1
LOT 2
LOT 3
LOT 4
WEST PLUM STREET- LOT 5
A PLANNED UNIT
DEVELOPMENT
LOT 5
RHODES
SUBDIVISION
LOT 1
LOT 2
LOT 3
LOT 6
WEST PLUM STREET-
A PLANNED UNIT
DEVELOPMENT
LOT 7
LOT 8
BLOCK 1
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8 LOT 9
OUTLOT A
20' EMERGENCY
ACCESS EASEMENT
30' -
30' -
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
PEAR STREET (PRIVATE DRIVE)
BARTLETT DRIVE (PRIVATE DRIVE)
PROPOSED
SAWCUT
PROPOSED
SAWCUT
PROPOSED
SAWCUT
IRRIGATION LINE A
SEE SHEET C6.0
5.00 LF 8" PVC
N00°11'56"W
13.90 LF 6" PVC
N89°48'04"E
8"x6" TEE w/TB
1 - 6" G.V. (E)
N=452640.71
E=104098.36
FIRE HYDRANT
ASSEMBLY
N=452640.76
E=104112.26
18' EMERGENCY
ACCESS EASEMENT
OUTLET STRUCTURE
12.00 LF 6" PVC
N89°22'29"W
STORM D
STORM B
STORM C
10' IRRIGATION
EASEMENT
10' IRRIGATION EASEMENT
TRACT A
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C4.0-UT.dwg LAYOUT NAME: C4.0 DATE: Jul 12, 2017 - 10:43am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EMap] [x-HPB1.01_Legend_UT] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTES:
LEGEND:
8"W
6"W
8"SS
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
EXISTING WATER MAIN
EXISTING IRRIGATION
EXISTING SANITARY SEWER
EXISTING OVERHEAD ELECTRIC
PROPOSED FIRE HYDRANT
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
BUILDING SETBACK
PROPERTY BOUNDARY
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
8"SS
12"IRR
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. WATER SERVICE PROVIDED BY CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER CITY OF
FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. SEWER SERVICE PROVIDED BY CITY OF FORT COLLINS. SEWER CONSTRUCTION SHALL BE PER CITY OF
FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5'
UNLESS OTHERWISE NOTED.
5. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC.
6. ALL WATER FITTINGS AND VALVES ARE ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS
OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, WATER MAINS & SERVICES.
9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE PER THE CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN
THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4"
BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN
VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET C1.0 FOR EXISTING BOUNDARY CORNER COORDINATES.
OHE
S
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
General Manager
REVIEWED BY:
Date
UTILITY PLAN REVIEW
Pleasant Valley and Lake Canal Company
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
WEST PLUM STREET- LOT 5
A PLANNED UNIT
DEVELOPMENT
LOT 5
RHODES
SUBDIVISION
LOT 1
LOT 2
LOT 3
LOT 6
WEST PLUM STREET-
A PLANNED UNIT
DEVELOPMENT
LOT 7
LOT 8
VALLEY HI
SUBDIVISION
BLOCK 4
0.3%
0.5% 0.5% 0.5%
0.6%
0.5%
0.5%
0.6%
0.5%
TRACT A
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C3.1-GR-FHA.dwg LAYOUT NAME: C3.1 DATE: Jul 12, 2017 - 10:42am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EMap] [x-HPB1.01_ETopo] [x-HPB1.01_Legend_GR] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil] [x-HPB1.01_PGrad-FHA] [HPB01.01_PGrad-FHA]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTES:
LEGEND:
PROPOSED STORM SEWER
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
RIPRAP
LOT TEMPLATE
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
BUILDING SETBACK
PROPERTY BOUNDARY
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
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 ENGINEEER 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. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
5100 FEET (9.10 = 5109.10).
4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN
WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR
FINISHED GRADE FOR LANDSCAPE AREAS.
6. SEE DETAIL SHEET C3.2 FOR LOT TEMPLATES.
7. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
2.0% 4:1
21.00
09
21.00
5009
5110
5110
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
General Manager
REVIEWED BY:
Date
UTILITY PLAN REVIEW
Pleasant Valley and Lake Canal Company
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
0.5%
0.5%
0.5%
1.2%
0.7%
0.6% 0.5%
0.6% 0.6%
1.4%
0.5%
0.5%
0.5%
0.6%
0.5%
0.5%
0.5%
1.0%
0.5%
0.5%
LOT 1
LOT 2
LOT 3
LOT 4
WEST PLUM STREET- LOT 5
A PLANNED UNIT
DEVELOPMENT
LOT 5
RHODES
SUBDIVISION
LOT 1
LOT 2
LOT 3
LOT 6
WEST PLUM STREET-
A PLANNED UNIT
DEVELOPMENT
LOT 7
LOT 8
VALLEY HI
SUBDIVISION
BLOCK 4
VALLEY PAN - SEE
SHEET C2.2 FOR
DETAIL
0.5% 0.5% 0.5%
TRACT A
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C3.0-GR.dwg LAYOUT NAME: C3.0 DATE: Jul 12, 2017 - 10:42am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EMap] [x-HPB1.01_PGrad] [x-HPB1.01_ETopo] [x-HPB1.01_Legend_GR] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil] [HPB01.01_PGrad]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTES:
LEGEND:
PROPOSED STORM SEWER
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
RIPRAP
LOT TEMPLATE
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
BUILDING SETBACK
PROPERTY BOUNDARY
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
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 ENGINEEER 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. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
5100 FEET (9.10 = 5109.10).
4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN
WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR
FINISHED GRADE FOR LANDSCAPE AREAS.
6. SEE DETAIL SHEET C3.2 FOR LOT TEMPLATES.
7. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
2.0% 4:1
21.00
09
21.00
5009
5110
5110
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
General Manager
REVIEWED BY:
Date
UTILITY PLAN REVIEW
Pleasant Valley and Lake Canal Company
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
R180'
R20'
R20'
R15'
R15'
R20'
R10'
R20'
R79.4'
R74.4'
R168.6'
R173.6'
R18.6'
R23.6'
36.5
'
R.O.W
6.5' ACCESS
EASEMENT
11' BUS BAY
AND STOP
5.75'
198'
R15'
R15'
58'
175.42'
50'
58'
127.38'
3.21'
125.98'
188.46'
45.92'
30' -
0.66'
50'
36.7'
72.07'
30' -
38' -
24.5' ℄-
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
15' BUILDING
SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
20' BUILDING
SETBACK
20' BUILDING
SETBACK
20' BUILDING
SETBACK
20' BUILDING
SETBACK
20' BUILDING
SETBACK
20' BUILDING
SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
15' BUILDING
SETBACK
20' BUILDING
SETBACK
10' DRAINAGE AND
UTILITY EASEMENT
15' DRAINAGE AND
UTILITY EASEMENT
5' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
15' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
15' BUILDING
SETBACK
20' BUILDING
SETBACK
20' BUILDING
SETBACK
5' BUILDING
SETBACK
5' BUILDING
SETBACK
6.4'
6.4' 6.4'
5' SIDEWALK
6.4'
SIDEWALK CHASE
SEE DETAIL
D-10B
OUTLET STRUCTURE
R213.6'
R208.6'
R180'
R15'
R15'
R36'
R30'
R30'
R20'
PLAYGROUND
PROPOSED SAWCUT
PROPOSED
SAWCUT
PROPOSED SAWCUT
PROPOSED
SAWCUT
2
1
2
3
3 3
4 4
4
4
4
4 4
5 4
5
6
7
7
7
7
8
8
R5'
R5'
R20'
R20'
R25'
R10'
R5'
R26'
10' IRRIGATION
EASEMENT
10' IRRIGATION
EASEMENT
TRACT A
DRIVEWAY ENTRANCE
SEE DETAIL 707.2
10' IRRIGATION
EASEMENT
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C2.0-SP.dwg LAYOUT NAME: C2.0 DATE: Jul 12, 2017 - 10:40am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil] [x-HPB1.01_Legend_SP] [x-HPB1.01_EMap]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
PROPOSED CURB AND GUTTER
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
EASEMENT LINE
BUILDING SETBACK
PROPERTY BOUNDARY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN
SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. SEE SOILS REPORT BY HOLLINGSWORTH ASSOCIATES, INC. DATED OCTOBER 12, 2016 FOR PAVEMENT AND
SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. HOLLINGSWORTH ASSOCIATES, INC. SHALL
CONFIRM PAVEMENT SECTIONS PRIOR TO PAVEMENT.
3. REFER TO SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE
INFORMATION.
4. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM
ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
5. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE.
6. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WIT THE MUTCD AND SECTION 627 OF THE CDOT
SPECIFICATIONS.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO
SIGN TYPE. SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
8. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER DETAIL ON SHEET C2.1.
9. REFER TO DETAIL SHEET C2.1 FOR SIGN REQUIREMENTS. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST.
1
2
STANDARD DRIVEWAY APPROACH
(SEE LCUASS DETAIL 707.2)
4
6
3 7
12" CONCRETE RIBBON "EMERGENCY VEHICLES ONLY - 40 TON LIMIT" SIGN
0" TO 6" CURB FACE 2' TRANSITION
PEDESTRIAN RAMP
"FIRE LANE NO PARKING" SIGN
5 2.5' VERTICAL CURB AND GUTTER
CONCRETE PLAYGROUND
8
TRANSITION FROM ROLLOVERTOVERTICAL
CURB AND GUTTER
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
BLOCK 4
LOT 1
PROTECT
HOUSE IN
PLACE
BRICK PLANTER TO
BE REMOVED
SHED TO
BE REMOVED
CONCRETE SLAB
TO BE REMOVED
CELLAR TO
BE REMOVED
IRRIGATION PIPE
TO BE REMOVED
IRRIGATION DITCH
TO BE REMOVED
IRRIGATION DITCH
TO BE REMOVED
WOOD FENCE
TO BE REMOVED
IRRIGATION GATE
BOX TO BE REMOVED
UNDERGROUND TELEPHONE
LINE AND RISER TO BE
REMOVED
PROTECT
ELECTRIC BOX
IN PLACE PROTECT
ELECTRIC
METER IN
PLACE
UNDERGROUND
ELECTRIC LINE TO
BE RELOCATED
WATER WELL TO
BE REMOVED
PROTECT CONCRETE
IRRIGATION BOX IN PLACE
PROTECT RISER IN PLACE
PROTECT GUY WIRE IN PLACE
PROTECT RISER
IN PLACE
PROTECT WIRE
FENCE IN PLACE
WOOD FENCE TO
BE REMOVED
PROTECT WOOD
FENCE IN PLACE
PROTECT WOOD
FENCE IN PLACE
PROTECT WOOD
FENCE IN PLACE
PROTECT WIRE
FENCE IN PLACE
PROTECT
GAS METER
IN PLACE
CURB AND GUTTER
TO BE REMOVED
EXISTING EDGE
OF ASPHALT
TO BE REMOVED
PROTECT EXISTING
WATER LINE IN PLACE
PROTECT EXISTING
SSMH IN PLACE
PROTECT EXISTING
SSMH AND SANITARY
LINE IN PLACE
EXISTING TREES
TO BE REMOVED
EXISTING TREES
TO BE REMOVED
EXISTING WATER VALVE
AND WATER HYDRANT TO
BE REMOVED AND RELOCATED
PROTECT
IRRIGATION
PIPE IN PLACE
GRAVEL DRIVEWAY
TO BE REMOVED
SIDEWALK TO
BE ADJUSTED
EXISTING SIGNS
TO BE REMOVED
AND RELOCATED
PROTECT EXISTING
WATER LINE IN PLACE
PROTECT EXISTING
WATER LINE IN PLACE
CURB AND GUTTER
TO BE REMOVED
PROPOSED
SAWCUT
PROPOSED SAWCUT
PROPOSED SAWCUT PROPOSED
SAWCUT
YELLOW PLASTIC CAP
ON #4 REBAR
N=452669.13
E=104344.44
YELLOW PLASTIC CAP
ON #4 REBAR
N=452650.19
E=103960.45
EXISTING SANITARY
SEWER STUB TO BE
REMOVED SOUTH OF
EXISTING MANHOLE
PROTECT ELECTRIC
POLE IN PLACE
PROTECT IRRIGATION
LINE IN PLACE
PROTECT OVERHEAD
ELECTRIC LINE IN PLACE
PROTECT ELECTRIC POLE
IN PLACE
WIRE FENCE TO
BE REMOVED
WIRE FENCE TO
BE REMOVED
FENCE TO
BE REMOVED
GRAVEL DRIVEWAY
TO BE REMOVED
CENTER 1/4 CORNER
OF SECTION 16
N=452377.79
E=104308.48
EXISTING TREES
TO BE PROTECTED
EXISTING TREES
TO BE PROTECTED
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C1.0-EX.dwg LAYOUT NAME: C1.0 DATE: Jul 12, 2017 - 10:40am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EUtil] [x-HPB1.01_EMap] [x-HPB1.01_ETopo] [x-HPB1.01_ESite] [x-HPB1.01_Legend_EX]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
UE
NOTES:
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. ALL SYMBOLS ARE GRAPHICAL IN NATURE AND ARE NOT TO SCALE.
4. CONTACT THE ALTA SURVEYOR (GALLOWAY & COMPANY, INC.) FOR INQUIRIES RELATED TO
THE EXISTING SITE SURVEY AND ALTA DATED JULY 16, 2016.
5. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
6. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING
TREES WITH THE APPROVED LANDSCAPE PLANS. COORDINATE THE REMOVAL OF ALL
OTHER PLANTINGS WITH THE APPROVED LANDSCAPE PLANS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY
ON-SITE, PUBLIC OR PRIVATE FACILITY AS A RESULTOF THE CONSTRUCTION PROCESS. THE
CONTRACTOR SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT
ARE NOT TO BE REMOVED ADJACENT TO OR WITHIN THE CONSTRUCTION AREA.
8. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST CITY
STREET REPAIR STANDARDS.
9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT IMPACT ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
10. PROJECT BASIS OF BEARING: GEODETIC NORTH DERIVED GPS OBSERVATIONS AND
CONSIDERING THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH PM AS BEARING N 89°22'29 W. SAID SOUTH LINE BEING
MONUMENTED AT ITS TERMINI BY A 3-1/4" ALUMINUM CAP ON A NUMBER 6 REBAR, AND
INSCRIBED "CITY OF FORT COLLINS - PLS 20123" AS SHOWN, WITH A DISTANCE OF 2590.84
FEET BETWEEN SAID MONUMENTS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND REMOVING EXISTING SEPTIC
SYSTEM.
6"W
8" SS
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING IRRIGATION PIPE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND TELEPHONE LINE
EXISTING WOOD FENCE
EXISTING WIRE FENCE
EXISTING IRRIGATION DITCH
EXISTING RIGHT-OF-WAY
EXISTING LOTLINE
EXISTING EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING CURB AND GUTTER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING MANHOLE
EXISTING TREES
12"IRR
UT
OHE
5009
5110
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
General Manager
REVIEWEDBY:
Date
UTILITY PLAN REVIEW
Pleasant Valley and Lake Canal Company
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement
of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default
pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb,
gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and
other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins
before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards,
any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation
Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication
2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County,
Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer
shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who
will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign
then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations.
In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or
holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided,
installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension
on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits
and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact
the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at
all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The
information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARKS: SOUTH SIDE OF ELIZABETH STREET, 0.4 MILES WEST OF TAFTHILL ROAD, 135 FEET WEST OF THE CENTERLINE OF TIMBER LANE, ON THE CONCRETE SLAB FOR A PHONE BOX.
ELEVATION: 5107.53
PLEASE NOTE:
THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements
destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at
the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented
by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt
lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including
the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time
the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition
as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period
of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private
streets: PRIVATE DRIVE PEAR STREET and PRIVATE DRIVE BARTLETT DRIVE.
CONSTRUCTION NOTES
A. GRADING AND EROSION CONTROL NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control
measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize
wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control
facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate
construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking
along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance
of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and
other public facilities.
9. The contractor shall clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways
are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of
the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing.
Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to
the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction
sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants
on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet
away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary,
as directed by the City.
B. STREET IMPROVEMENT NOTES
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction
activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint.
The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. 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 MUTCD (including Colorado supplement) and as per the Right-of-Way Work Permit traffic
control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than
1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on
the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs.
with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced
or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall
be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection
must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves
the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period
for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. STORM DRAINAGE NOTES
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. The Developer shall be responsible for maintenance
of all storm drainage facilities that are constructed outside of the public right-of-way that are cited herein: The onsite
storm and outfall facility.
2. All other storm drainage facilities designed with these utility plans are public and shall be maintained by the City of Fort Collins.
3. All recommendations of the Final Drainage and Erosion Control Reports for Elizabeth Street Farms dated JULY 12, 2017 by Galloway and Company, shall be followed and implemented.
4. 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.
5. 18" minimum vertical separation from other utilities required. Less than 18" will require a steel or concrete encasement of the lower sewer or water.
E. WATERLINE NOTES:
1. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
#
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
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
H:\High Plains Builders\CO, Fort Collins - HPB000001.01 - Elizabeth & Pear\CADD\3-CD\HPB1.01_C0.0-C0.1.dwg LAYOUT NAME: C0.1 DATE: Jul 12, 2017 - 10:39am CAD OPERATOR: nate_whitcomb
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
07.12.2017
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
970.800.3300
VICINITY MAP
C0.0 COVER SHEET
C0.1 GENERAL AND CONSTRUCTION NOTES
C1.0 EXISTING CONDITIONS
C2.0 HORIZONTAL CONTROL PLAN
C2.1-C2.2 SITE DETAILS
C3.0 OVERLOT GRADING PLAN
C3.1 FHA GRADING PLAN
C3.2 GRADING DETAILS
C4.0 UTILITY PLAN
C4.1-C4.2 WATER DETAILS
C5.0 SANITARY PLAN AND PROFILES
C5.1 SANITARY DETAILS
C6.0 IRRIGATION PLAN AND PROFILES
C6.1 IRRIGATION DETAILS
C7.0 ROAD PLAN AND PROFILES
C7.1 SIGNING AND STRIPING PLAN
C8.0 EROSION CONTROL PLAN
C8.1-C8.3 EROSION CONTROL DETAILS
C9.0 DRAINAGE PLAN
SHEET INDEX
W MULBERRY STREET
S OVERLAND TRAIL
TRACT A OF WEST PLUM STREET - A PLANNED UNIT DEVELOPMENT
SITUATE IN THE NORTH HALF OF SECTION 16, TOWNSHIP 7 NORTH, RANGE
69 WEST OF THE 6TH PRINCIPAL MERIDIAN
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
PROJECT BENCHMARKS:
BASIS OF ELEVATION:
PROJECT DATUM: NAVD88
BENCHMARKS: SOUTH SIDE OF ELIZABETH STREET, 0.4 MILES WEST OF TAFTHILL ROAD, 135 FEET WEST OF THE CENTERLINE
OF TIMBER LANE, ON THE CONCRETE SLAB FOR A PHONE BOX.
ELEVATION: 5107.53
PLEASE NOTE:
THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17.
BASIS OF BEARINGS:
BASIS OF BEARINGS:
GEODETIC NORTH DERIVED GPS OBSERVATIONS AND CONSIDERING THE SOUTH LINE OF THE NORTHWEST
QUARTER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PM AS BEARING N 89°22'29" W. SAID
SOUTH LINE BEING MONUMENTED AT ITS TERMINI BY A 3-1/4" ALUMINUM CAP ON A NUMBER 6 REBAR, AND
INSCRIBED "CITY OF FORT COLLINS - PLS 20123" AS SHOWN, WITH A DISTANCE OF 2590.84 FEET BETWEEN SAID
MONUMENTS.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
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: *
UTILITY COMPANY
* 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.
GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828
ELECTRIC CITY OF FORT COLLINS LIGHT & POWER DOUG MARTINE (970) 224-6152
CABLE XFINITY DON KAPPERMAN (970) 567-0425
TELECOM CENTURYLINK WILLIAM JOHNSON (970) 377-6401
WATER-WASTEWATER CITY OF FORT COLLINS UTILITIES SHANE BOYLE (970) 221-6700
STORMWATER CITY OF FORT COLLINS UTILITIES SHANE BOYLE (970) 221-6700
CALL 2 BUSINESS DAYS IN ADVANCEBEFOREYOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
S TAFT HILL ROAD
General Manager
REVIEWEDBY:
Date
UTILITY PLAN REVIEW
Pleasant Valley and Lake Canal Company
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
TYPICAL ROAD SECTIONS
TB Group
Mike Walker
444 Mountain Avenue
Berthoud, Colorado 80513
970.532.5891