HomeMy WebLinkAbout2620 W. ELIZABETH ST., SINGLE-FAMILY DETACHED - PDP - PDP160037 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSC L
WALKPARKINGTRAVELSWALEWALK SWALE TRAVEL PARKING
BIKE
CENTERWALK LANE
C L
BIKE
WALKTRAVEL LANE TRAVEL
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:51pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
N.T.S.
NOVEMBER 2016
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
3760 E. 15 Street, Suite 202
Loveland, Colorado 80538
970.800.3300
VICINITY MAP
C0.0 COVER SHEET
C0.1 GENERAL AND CONSTRUCTION NOTES
C1.0 EXISTING CONDITIONS
C2.0 SITE 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
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 November 2, 2016 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
12''IRR
12''IRR
12''IRR 12''IRR
8''SS
10' EXISTING DRAINAGE & UTILITY EASEMENT
5' EXISTING DRAINAGE & UTILITY EASEMENT
5' EXISTING DRAINAGE & UTILITY EASEMENT
10' EXISTING DRAINAGE & UTILITY EASEMENT
10' EXISTING UTILITY EASEMENT
20' EXISTINGR.O.W.
PER PLAT
40' EXISTINGR.O.W.
PER PLAT
30' FUTURE R.O.W. DEDICATED AT
TIME OF DEVELOPMENT OF TRACT A
10' EXISTING DRAINAGE & UTILITY EASMENT
6' EXISTING UTILITY EASMENT
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 SUBDIVISIO
BLOCK 4
LOT 1
PROTECT
HOUSE IN
PLACE
BRICK PLANTER TO
BE REMOVED
SHED TO
BE REMOVED
CONCRETE SLAB
47.22' 49.25'
54.41'
54.67' 54.67' 54.67' 59.68'
98.04'
100.24'
114.4'
116.78'
119.29'
121.79'
49.25' 54.67' 54.67' 54.67'
30' -
5' SIDEWALK
30' -
5' SIDEWALK
30' -
5' SIDEWALK 5' SIDEWALK
110.32'
111'
111.67'
109.46'
108.68'
16'
R16' R16'
R23'
R7'
R15'
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
10' DRAINAGE AND
UTILITY EASEMENT
28.75' 28.75'
R.O.W
SWALE FLOWLINE
SWALE FLOWLINE
SWALE FLOWLINE
SWALE FLOWLINE
PEAR STREET
WEST ELIZABETH STREET
R5'
R10'
R79.25' R84.25'
R83.06'
R88.06'
R3' R3'
5' SIDEWALK
62'
11'
1'
1'
VALLEY HI
SUBDIVISION
BLOCK 4
LOT 1
LOT 2
LOT 3
LOT 4
WEST PLUM STREET- LOT 5
A PLANNED UNIT
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:51pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:52pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
IRRIGATION LINE A
SEE SHEET C6.0
12''IRR
12''IRR 12''IRR
WEST ELIZABETH STREET
B
30' -
5' SIDEWALK
30' -
5' SIDEWALK
30' -
5' SIDEWALK 5' SIDEWALK
16'
21.54' EMERGENCY
ACCESS EASEMENT
41.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
5' SIDEWALK 5' SIDEWALK
57.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
57.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
BLOCK 1
LOT 1 BLOCK 1
LOT 2
LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10
LOT 11
LOT 3
B B B
B
B
B B
B
B B
0.5% 0.5% 0.5% 0.5%
0.5%
0.5% 0.5%
0.5%
0.5%
0.5%
0
.5%
0.5%
0.5% 0.5% 0.5% 0.5% 0.5%
0.5% 0.5%
0.5%
0.7% 0.5% 0.5%
0.5% 0.5% 0.5%
1.6% 0.5% 0.5% 0.5% 0.5%
0.5%
OUTLET STRUCTURE
SEE SHEET C6.1 FOR DETAILS
SIDEWALK CHASE
SEE SHEET C2.1 FOR DETAILS
PRIVATE DRIVE A
12''IRR
12''IRR 12''IRR
PEAR STREET
WEST ELIZABETH STREET
PRIVATE DRIVE A
BARTLETT DRIVE
IRRIGATION LINE A
SEE SHEET C6.0
B
30' - 5' SIDEWALK
30' -
5' SIDEWALK
30' -
5' SIDEWALK
5' SIDEWALK
16'
21.54' EMERGENCY
ACCESS EASEMENT
41.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
5' SIDEWALK 5' SIDEWALK
57.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
57.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
LOT 2 LOT 4 LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10
LOT 11
LOT 3
B B B
B
B B B B B
OUTLET STRUCTURE
SEE SHEET C6.1 FOR DETAILS
SIDEWALK CHASE
SEE SHEET C2.1 FOR DETAILS
EXISTING
HOUSE
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 3:25pm CAD OPERATOR: kyle_pollock
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:54pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
6''W 6''W 6''W 6''W 6''W 6''W 6''W
8''SS 8''SS 8''SS 8''SS 8''SS
6''W 6''W 6''W 6''W 6''W
8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W
12''IRR
12''IRR 12''IRR
8''SS
VALLEY HI
SUBDIVISION
BLOCK 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
WEST PLUM STREET-
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
LOT 1 BLOCK 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10
LOT 11
OUTLOT A
PEAR STREET
WEST ELIZABETH STREET
PRIVATE DRIVE A
BARTLETT DRIVE
IRRIGATION LINE A
SEE SHEET C6.0
30' - 8' UTIL. EASEMENT
30' -
5' UTIL. EASEMENT 5' UTIL. EASEMENT
8' UTIL. EASEMENT
SANITARY LINE 1-1
SEE SHEET C5.0
SANITARY LINE 1
SEE SHEET C5.0
SANITARY LINE 1
SEE SHEET C5.0
242.07 LF 6" PVC
S89°48'04"W
176.69 LF 6" PVC
N00°11'56"W
131.63 LF 6" PVC
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:54pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:55pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
6''W
8''SS 8''SS 8''SS
6''W 6''W 6''W
8''SS8''SS 8''SS 8''SS 8''SS
6''W 6''W 6''W 6''W 6''W 6''W 6''W
S S S S S
S S S S
11+00 10+00
12+00 13+00 13+52.37
STA. 11+61.3
STA. 11+83.6
STA. 12+12.0
STA. 12+35.5
STA. 12+69.2
STA. 12+90.1
STA. 13+44.8
BLOCK 1
LOT 2
LOT 4 LOT 5 LOT 6
LOT 8 LOT 9 LOT 10 LOT 11
PRIVATE DRIVE A
BARTLETT DRIVE
8''SS 8''SS
6''W 6''W 6''W
8''SS8''SS 8''SS 8''SS
6''W 6''W 6''W 6''W 6''W
S S S
S S S
12''IRR
21+02.84 20+00
STA. 20+95.8
STA. 20+90.6
STA. 20+46.1
STA. 20+36.1
LOT 1 LOT 2
PRIVATE DRIVE A
BARTLETT DRIVE
5085
5090
5095
5100
5105
5110
5115
5085
5090
5095
5100
5105
5110
5115
9+50 10+00 11+00 12+00 13+00 14+00
138.75 LF - 8'' PVC @ 0.50% 213.61 LF - 8
'' PVC @ 0.50%
STA=20+00.00 (SANITARY 1-1)
STA=11+38.75 SANITARY 1
SSMH 1-1
4'Ø MH
RIM=5111.16
INV IN (8" E)=5097.57
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:56pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
6''W
8''SS 8''SS 8''SS
6''W 6''W 6''W
8''SS8''SS 8''SS 8''SS 8''SS 8''SS
6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W
12''IRR
12''IRR
10+00
13+00 12+00 11+00
13+92.73
LOT 11
BLOCK 1
LOT 1 BLOCK 1
LOT 2
LOT 4 LOT 5 LOT 6
LOT 7
LOT 8 LOT 9 LOT 10
PRIVATE DRIVE A
BARTLETT DRIVE
LOT 3
5095
5100
5105
5110
5115
5120
5095
5100
5105
5110
5115
5120
14+50 14+00 13+00 12+00 11+00 10+00 9+50
31.82 LF -
12'' RCP
@ 0.50%
339.97 LF - 12'' RCP @ 0.50%
20.94 LF
- 12'' RCP
@ 0.50%
STA=13+92.73
EX INLET A4
CDOT TYPE C INLET
RIM=5112.36
INV OUT (12" NE)=5108.46
DEPTH=3.90
STA=13+71.79
SDMH A3
4'Ø FLAT TOP MH
RIM=5111.64
INV IN (12" SW)=5108.36
INV OUT (12" E)=5108.36
DEPTH=3.28
STA=10+00.00
SDMH A1
4'Ø FLAT TOP MH
RIM=5109.91
INV IN (12" W)=5106.50
DEPTH=3.41
STA=10+31.82
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:57pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
9+33.66
10+00
11+00 12+00 13+00 14+00 15+00
16+00
BLOCK 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10
LOT 11
OUTLOT A
BLOCK 1
BLOCK 1
VALLEY HI
SUBDIVISION
BLOCK 4
LOT 1
LOT 2
LOT 3
RHODES
SUBDIVISION
LOT 1
LOT 2
50 -
PROPOSED SAWCUT
WEST ELIZABETH STREET
BARTLETT DRIVE
STA 9+97.65, 0.00'
STA 10+03.11, 0.00' STA 10+13.29, 0.00' STA 12+60.61, 0.00'
STA 15+07.93, 0.00' STA 15+12.68, 0.00' STA 15+65.78, 0.00' STA 16+07.95, 0.00'
S89° 22' 29.22"E
494.64 LF
L=7.73', R=20.00'
∆=22.14°
S89° 22' 29.22"E
494.64 LF
S78° 40' 45.68"E
4.66 LF
N89° 21' 26.65"W
53.10 LF
EXISTING EDGE OF ASPHALT
PROPOSED SAWCUT
EXISTING EDGE OF ASPHALT
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
(5111.7)
5111.65
()
5111.05
(5110.4)
5110.45
12''IRR
12''IRR 12''IRR
8''SS
RP
SF
OP
WD
RS
SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF
RP
WD
WD
WD WD
WD WD
WD WD
RS
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:58pm CAD OPERATOR: kyle_pollock
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
11.02.2016
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 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
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:58pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
SILT FENCE WATTLE INSTALLATION
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:58pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
CURB INLET PROTECTION VEHICLE CONTROL TRACKING PAD
IP
PLANTED RIPRAP INSTALLATION
RP
RIPRAP SCHEDULE
1 2
3
4
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:58pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
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
1 ROCK SOCK DETAIL 2 EROSION CONTROL BLANKET 3 EROSION CONTROL BLANKET
4 STABILIZED STAGING AREA 5MANAGMENT STOCKPILE 6 CONCRETE WASHOUT AREA
12''IRR
12''IRR 12''IRR
B1
A1
A2
DP01
B2
C1
D1
E1
B1
B2
D1
DP01
E1
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
PRIVATE DRIVE A
BARTLETT DRIVE
VEGETATED SWALE
VEGETATED SWALE
VEGETATED SWALE
VEGETATED SWALE
VEGETATED SWALE
QOFFSITE
:
Q2= 0.4 cfs
Q100= 1.7 cfs
PROPOSED HEADWALL
W/ORIFICE PLATE
QRELEASE: 0.85 cfs
PROPOSED CULVERT
PROPOSED CULVERT
PROPOSED
SIDEWALK CHASE
PROPOSED
EMERGENCY SPILLWAY
CREST ELEVATION: 5109.60
EXISTING HOUSE
(TO REMAIN) PROPOSED
DETENTION POND
C1
A2
A1
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 3:07pm CAD OPERATOR: kyle_pollock
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
11.02.2016
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 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
1. VEGETATED SWALE
DETENTION POND WATER SURFACE ELEVATION: 5109.60
NOTES:
1
2 100-YEAR
4550
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)
4910
98
4552
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
Tributary Area
C2 C
100
tc | 2-Year tc | 100-Year Q
2 Q100
Sub-basin (acres) (min) (min) (cfs) (cfs)
A1 0.23 0.52 0.65 8.7 7.3 0.3 1.3
A2 0.32 0.66 0.83 7.2 5.5 0.5 2.6
B1 0.24 0.56 0.70 7.8 6.5 0.3 1.5
B2 0.46 0.64 0.80 8.6 6.8 0.7 3.3
C1 0.30 0.50 0.62 9.8 8.5 0.3 1.6
D1 0.49 0.65 0.81 7.1 5.7 0.8 3.8
E1 0.17 0.82 1.00 5.0 5.0 0.4 1.7
DP01 0.37 0.30 0.38 6.2 5.9 0.3 1.3
DRAINAGE SUMMARY TABLE | DEVELOPED CONDITION
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 PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO
PICK THE WATTLE 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 WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE
USED FOR FLAT GROUND APPLICATIONS, 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 YOU HAVE DIFFICULTY
DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE
NEEDED TO BEGIN THE STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH
SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE
WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE
STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL
THE BAILING WIRE 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. STAKES SHOULD BE DRIVEN 1 FT. FROM END,
ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE
SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO
BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO
BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG
TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
OR ROCK SOCK
LIP OF GUTTER
SIDEWALK
EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
OR ROCK SOCK
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
OR ROCK SOCK
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
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 FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY 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, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS
FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE 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
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP
SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE
INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB AND FOLLOW
CURB FOR 1 FOOT (MIN.)
END SHALL ABUT TIGHTLY
TO BACK OF CURB AND FOLLOW
CURB FOR 1 FOOT (MIN.)
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT FIBERS
SHALL BE USED WHEN INSTALLATION COMES IN
CONTACT WITH A WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE 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 WATTLES UPON WRITTEN APPROVAL
FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE
INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTING OR
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 AND FOLLOW
CURB FOR 1 FOOT (MIN.)
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 CONTOUR
EXISTING CONTOUR
RIPRAP
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
SWALE FLOWLINE
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
93
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
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
(5110.5)
5109.68
(5109.0)
5108.48
(5107.8)
5107.31
(5106.6)
(5112.1)
()
5111.35
(5110.7)
5110.75
(5110.2)
5110.15
(5109.2)
5109.08
(5108.4)
5107.88
(5106.9)
-0.87%
-0.60%
-1.20%
STA: 9+99.78
ELEV=5111.65
STA: 15+12.68
ELEV=5107.20
STA: 12+71.33
ELEV=5110.03
STA: 14+90.00
ELEV=5107.40
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:58pm CAD OPERATOR: kyle_pollock
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
11.02.2016
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
( IN FEET )
1 inch = ft.
50 0 50
50
100 150
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
STA:
SCALE: H: 1"= V: 1"=
WEST ELIZABETH STREET to
LEFT FLOWLINE PROFILE
9+00 16+50
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
SWALE FLOWLINE
PROPOSED SAWCUT
EXISTING EDGE OF ASPHALT
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
SDMH A2
4'Ø FLAT TOP MH
RIM=5109.83
INV IN (12" W)=5106.66
INV OUT (12" E)=5106.66
DEPTH=3.17
18" MIN.
STA=12+34.74
TOP=5106.01
WATER CROSSING
STA=12+59.71
INV=5097.32
SANITARY CROSSING
EXISTING
GROUND
PROPOSED
GRADE
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:56pm CAD OPERATOR: kyle_pollock
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
11.02.2016
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
STA:
SCALE: H: 1"= V: 1"=
IRRIGATION LINE A to
10+00.00 13+92.73
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
SWALE FLOWLINE
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
6"W
8"SS
12"IRR
( IN FEET )
1 inch = ft.
50 0 50
50
100 150
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
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.
INV IN (8" W)=5097.57
INV OUT (8" N)=5097.37
DEPTH=13.79
STA=13+52.37
SSMH 1-2
4'Ø MH
RIM=5110.10
INV OUT (8" W)=5098.64
DEPTH=11.45
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
STA=11+51.32
TOP=5106.10
WATER CROSSING
STA=11+28.75
INV=5107.80
STORM CROSSING
5085
5090
5095
5100
5105
5110
5115
5085
5090
5095
5100
5105
5110
5115
21+50 21+00 20+00 19+50
102.84 LF - 8'' PVC @ 0.50%
STA=21+02.84
SSMH 1-1.1
4'Ø MH
RIM=5111.78
INV OUT (8" E)=5098.09
DEPTH=13.69
STA=11+38.75 (SANITARY 1)
STA=20+00.00 SANITARY 1-1
SSMH 1-1
4'Ø MH
RIM=5111.16
INV IN (8" E)=5097.57
INV IN (8" W)=5097.57
INV OUT (8" N)=5097.37
DEPTH=13.79
EXISTING
GROUND
PROPOSED
GRADE
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:56pm CAD OPERATOR: kyle_pollock
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
11.02.2016
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
( IN FEET )
1 inch = ft.
50 0 50
50
100 150
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
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 1 to
10+00.00 13+92.73
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 1-1 to
10+00.00 13+92.73
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:
6"W
S
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
PROPOSED SEWER SERVICE
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED WATER LOWERING
8"SS
12"IRR
S89°48'04"W
124.90 LF 6" PVC
N00°09'05"W
6"x6" TEE w/TB
2 - 6" G.V. (N,E)
N=452534.17
E=104101.25
FIRE HYDRANT
ASSEMBLY
1 - 6" G.V. (E)
N=452533.71
E=103969.62
TIE INTO EXISTING WATER MAIN
W/ WET TAP & TAPPING VALVE (N)
N=452358.32
E=104343.93
REMOVE EXISTING F.H. & CONTINUE
EXISTING WATER MAIN
N=452659.07
E=104100.92
90° BEND w/TB
N=452535.01
E=104343.32
SWALE FLOWLINE
SWALE FLOWLINE
SWALE FLOWLINE
SWALE FLOWLINE
SWALE FLOWLINE
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:54pm CAD OPERATOR: kyle_pollock
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
11.02.2016
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
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
NOTES:
LEGEND:
6"W
W
8"SS
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
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
SWALE FLOWLINE
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
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
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.
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
11.02.2016
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
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
NOTES:
LEGEND:
PROPOSED STORM SEWER
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
RIPRAP
LOT TEMPLATE
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
SWALE FLOWLINE
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
4900 FEET (43.71 = 4943.71).
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
93
21.00
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
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.
BARTLETT DRIVE
EXISTING
HOUSE
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 3:25pm CAD OPERATOR: kyle_pollock
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]
NOT FOR CONSTRUCTION
11.02.2016
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
( IN FEET )
1 inch = ft.
30 0 30
30
60 90
NOTES:
LEGEND:
PROPOSED STORM SEWER
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
RIPRAP
LOT TEMPLATE
PROPOSED CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
SWALE FLOWLINE
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
4900 FEET (43.71 = 4943.71).
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
93
21.00
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
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.
DEVELOPMENT
LOT 5
RHODES
SUBDIVISION
LOT 1
10' DRAINAGE AND
UTILITY EASEMENT
LOT 2
LOT 3
LOT 6
WEST PLUM STREET-
A PLANNED UNIT
DEVELOPMENT
LOT 7
LOT 8
21.54' EMERGENCY
ACCESS EASEMENT
41.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
10' DRAINAGE EASEMENT
5' SIDEWALK 5' SIDEWALK
57.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
57.5' ACCESS, EMERGENCY
ACCESS, DRAINAGE, UTILITY,
AND LANDSCAPE EASEMENT
BLOCK 1
LOT 1 LOT 2 LOT 3 BLOCK 1 LOT 4 LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10
LOT 11
OUTLOT A
PRIVATE DRIVE A
BARTLETT DRIVE
EXISTING
HOUSE
16' EMERGENCY ACCESS
ROAD, COMPACTED ROAD
BASE TO SUPPORT 40 TON
PER GEOTECH REPORT.
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 3:25pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB] [x-HPB1.01_EMap] [x-HPB1.01_PBase] [x-HPB1.01_ESite] [x-HPB1.01_EUtil] [x-HPB1.01_Legend_SP]
NOT FOR CONSTRUCTION
11.02.2016
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
GRAVEL
HEAVY DUTY CONCRETE
LEGEND:
PROPOSED CURB AND GUTTER
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
EASEMENT LINE
SWALE FLOWLINE
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 EEC DATED FEBRUARY 2, 2016 FOR PAVEMENT AND SUBGRADE PREPARATION,
DESIGN AND RECOMMENDATIONS. EEC 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. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES .
7. ALL PRIMARY CURB AND BUILDING LINES ARE PARALLEL AND PERPENDICULAR TO EAST PROPERTY LINE
RUNNING NORTH-SOUTH.
8. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WIT THE MUTCD AND SECTION 627 OF THE CDOT
SPECIFICATIONS.
9. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO
SIGN TYPE. SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER DETAIL ON SHEET C2.1.
11. REFER TO DETAIL SHEET C2.1 FOR SIGN REQUIREMENTS. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST.
PLAYGROUND
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
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:51pm CAD OPERATOR: kyle_pollock
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
11.02.2016
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
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 RESULT OF 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 TOWN ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST TOWN
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.
4908
4910
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
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING CURB AND GUTTER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING MANHOLE
EXISTING TREES
12"IRR
UT
OHE
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
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.
to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to
the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report,
the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness
section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be
submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections,
inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation
of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these
standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce
the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these
districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard
Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a
permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA
Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins,
Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any
and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations
Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be
charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street
operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated
to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and
annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of
any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall
contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's
Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of
bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
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
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.
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 A and PRIVATE DRIVE B.
CONSTRUCTION NOTES
A. GRADING AND EROSION CONTROL NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion
control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion
control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so
as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for
immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or
disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall
remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is
installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the
continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage
infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make
sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into
any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt
fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the
maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated
water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and
sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in
accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty
(50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed
of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are
determined necessary, as directed by the City.
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 NOTE
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 storm drainage facility that provides the
interim condition stormwater outfall from the detention basin to the Lake Canal. More specifically, the Developer is responsible for the outlet structure vault, pumping
system and RCP pipe and appurtenances to Lake Canal. Maintenance responsibilities for storm drainage facilities installed as a part of a future phase or the ultimate
condition stormwater outfall will be determined at that time.
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 November 2, 2016 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 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
#
3760 E. 15th Street, Suite 202
Loveland, CO 80538
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: Nov 01, 2016 - 2:51pm CAD OPERATOR: kyle_pollock
LIST OF XREFS: [x_HPB1.01_TB]
NOT FOR CONSTRUCTION
11.02.2016
HIGH PLAINS BUILDERS, LLC
P.O. Box 2796
Gillette, WY 82717
307.257.2352
C5.1 SANITARY DETAILS
C6.0 IRRIGATION PLAN AND PROFILES
C6.1 IRRIGATION DETAILS
C7.0 ROAD PLAN AND PROFILES
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:
ROJECT 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
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 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
S TAFT HILL ROAD
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.
TYPICAL ROAD SECTIONS
TB Group
Mike Walker
444 Mountain Avenue
Berthoud, Colorado 80513
970.532.5891