HomeMy WebLinkAboutPLATTE RIVER POWER AUTHORITY CAMPUS - PDP - PDP170040 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPLATTE RIVER POWER AUTHORITY 11/14/17
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VERTICAL: 1" = N/A
HORIZONTAL:
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11/8/2017 4:28:03 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C0.00_COVER.DWG
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COVER SHEET
UTILITY PLANS FOR
PLATTE RIVER POWER AUTHORITY HEADQUARTERS
LOT 1 OF PLATTE RIVER POWER AUTHORITY HEADQUARTERS P.U.D. AND LOT 2 OF COLLINDALE INDUSTRIAL
PARK, SITUATE IN THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE
6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NOVEMBER 2017
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY
FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE
LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
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.
KEVIN BRAZELTON, PE #38837 DATE
SCALE: 1"=400'
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
VICINITY MAP
OWNER / APPLICANT
PLATTE RIVER POWER AUTHORITY
2000 EAST HORSETOOTH ROAD
FORT COLLINS, CO 80525
PHONE: 970-229-4822
CONTACT: JEFFREY MENARD
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: 970-530-4044
CONTACT: KEVIN BRAZELTON
DESIGN ARCHITECT
ANDERSON MASON DALE ARCHITECTS
3198 SPEER BOULEVARD
DENVER, CO 80211
PHONE: 303-294-9448
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
VERTICAL: 1" = 30'
HORIZONTAL:
PLATTE RIVER POWER AUTHORITY HQ
11/8/2017 4:28:08 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C0.00_COVER.DWG
C0.00_COVER
KRB NKS
C0.01
26
GENERAL & CONSTRUCTION NOTES
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CONTINUED)
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 two 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.
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN 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 windblown 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 (striping, 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 cleanup 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 storm water 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/county.
PLATTE RIVER POWER AUTHORITY 11/14/17
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C1.00_EXISTING CONDITIONS PLAN
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C1.00
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OVERALL EXISTING CONDITIONS PLAN
0 60' 120'
SCALE: 1" = 60'
30'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION
TO VERIFY EXACT UTILITY LOCATIONS.
2. REFER TO SHEETS C1.01-C1.06 FOR DETAILED SURFACE AND UTILITY
REMOVALS.
3. REFER TO SHEET C2.00 FOR PHASING PLAN.
PLATTE RIVER POWER AUTHORITY 11/14/17
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1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
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C1.01
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SURFACE REMOVAL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
EAST HORSETOOTH ROAD
DANFIELD CT
UNION PACIFIC RAILROAD
TIMBERLINE ROAD
HORSETOOTH ROAD KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
PLATTE RIVER POWER AUTHORITY 11/14/17
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1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
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C1.01_SURFACE REMOVAL PLAN
## ##
C1.02
26
SURFACE REMOVAL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
EAST HORSETOOTH ROAD
DANFIELD CT
UNION PACIFIC RAILROAD
TIMBERLINE ROAD
HORSETOOTH ROAD KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
PLATTE RIVER POWER AUTHORITY 11/14/17
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1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:28:46 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C1.01_SURFACE REMOVAL PLAN.DWG
C1.01_SURFACE REMOVAL PLAN
## ##
C1.03
26
SURFACE REMOVAL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
EAST HORSETOOTH ROAD
DANFIELD CT
UNION PACIFIC RAILROAD
TIMBERLINE ROAD
HORSETOOTH ROAD KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:00 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C1.04_UTILITY REMOVAL PLAN.DWG
C1.04_UTILITY REMOVAL PLAN
## ##
C1.04
26
UTILITY REMOVAL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
EAST HORSETOOTH ROAD
DANFIELD CT
UNION PACIFIC RAILROAD
TIMBERLINE ROAD
HORSETOOTH ROAD KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:04 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C1.04_UTILITY REMOVAL PLAN.DWG
C1.04_UTILITY REMOVAL PLAN
## ##
C1.05
26
UTILITY REMOVAL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
EAST HORSETOOTH ROAD
DANFIELD CT
UNION PACIFIC RAILROAD
TIMBERLINE ROAD
HORSETOOTH ROAD KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:08 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C1.04_UTILITY REMOVAL PLAN.DWG
C1.04_UTILITY REMOVAL PLAN
## ##
C1.06
26
UTILITY REMOVAL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
EAST HORSETOOTH ROAD
DANFIELD CT
UNION PACIFIC RAILROAD
TIMBERLINE ROAD
HORSETOOTH ROAD KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 60'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:24 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C2.00_PHASING PLAN.DWG
C2.00_PHASING PLAN
## ##
C2.00
26
OVERALL PHASING PLAN
0 60' 120'
SCALE: 1" = 60'
30'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
LEGEND
NOTES
1. THIS PRELIMINARY PHASING PLAN IS SCHEMATIC IN NATURE AND IS SHOWN
FOR REFERENCE ONLY. MORE DETAILED PHASING INFORMATION FOR THE
PROJECT WILL BE PROVIDED WITH FUTURE SUBMITTALS.
2. THE FOLLOWING FURTHER DESCRIBES THE INTENT OF THIS PRELIMINARY
PHASING PLAN:
PHASE 1
· MAINTAIN OPERATIONS OF THE EXISTING HEADQUARTERS BUILDING,
THE EXISTING ENGINEERING/OPERATIONS (E/O) BUILDING AND THE
EXISTING MICROWAVE TOWER AND SUPPORT BUILDING. THIS SHALL
INCLUDE, BUT NOT LIMITED TO, ACCESS, UTILITIES AND DRAINAGE.
· CONSTRUCT TEMPORARY ITEMS AS REQUIRED TO MAINTAIN EXISTING
PLATTE RIVER POWER AUTHORITY 11/14/17
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PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:41 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C3.00_HORIZONTAL CONTROL PLAN.DWG
C3.00_HORIZONTAL CONTROL PLAN
## ##
C3.00
26
OVERALL HORIZONTAL CONTROL PLAN
0 60' 120'
SCALE: 1" = 60'
30'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
LEGEND
NOTES
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND
DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL
AND IS SHOWN FOR INFORMATION ONLY.
2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED
LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS
LANDSCAPE WALLS, BIKE RACKS, TRASH RECEPTACLES, CONCRETE PLAZA
DETAILS, PAVER DETAILS, LANDSCAPE ROCK AND MULCH, ETC.
4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH
TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY
PLATTE RIVER POWER AUTHORITY 11/14/17
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1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:46 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C3.00_HORIZONTAL CONTROL PLAN.DWG
C3.00_HORIZONTAL CONTROL PLAN
## ##
C3.01
26
DETAILED HORIZONTAL CONTROL
& PAVEMENT PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
LEGEND
NOTES
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND
DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL
AND IS SHOWN FOR INFORMATION ONLY.
2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED
LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS
LANDSCAPE WALLS, BIKE RACKS, TRASH RECEPTACLES, CONCRETE PLAZA
DETAILS, PAVER DETAILS, LANDSCAPE ROCK AND MULCH, ETC.
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:50 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C3.00_HORIZONTAL CONTROL PLAN.DWG
C3.00_HORIZONTAL CONTROL PLAN
## ##
C3.02
26
DETAILED HORIZONTAL CONTROL
& PAVEMENT PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
LEGEND
NOTES
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND
DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL
AND IS SHOWN FOR INFORMATION ONLY.
2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED
LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS
LANDSCAPE WALLS, BIKE RACKS, TRASH RECEPTACLES, CONCRETE PLAZA
DETAILS, PAVER DETAILS, LANDSCAPE ROCK AND MULCH, ETC.
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:29:54 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C3.00_HORIZONTAL CONTROL PLAN.DWG
C3.00_HORIZONTAL CONTROL PLAN
## ##
C3.03
26
DETAILED HORIZONTAL CONTROL
& PAVEMENT PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
LEGEND
NOTES
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND
DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL
AND IS SHOWN FOR INFORMATION ONLY.
2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED
LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS
LANDSCAPE WALLS, BIKE RACKS, TRASH RECEPTACLES, CONCRETE PLAZA
DETAILS, PAVER DETAILS, LANDSCAPE ROCK AND MULCH, ETC.
PROPERTY CORNER
N:1439601.73
E:3127831.27
PROPERTY CORNER
N:1439603.64
E:3128777.93
PROPERTY CORNER
N:1439650.89
E:3128818.46
PROPERTY CORNER
N:1440123.32
E:3128825.77
PROPERTY CORNER
N:1440683.72
E:3127830.73
PROPERTY CORNER
N:1440685.00
E:3128159.33
PROPERTY CORNER
N:1440615.87
E:3128213.49
PROPERTY CORNER
N:1440122.09
E:3128216.61
6' UTILITY EASEMENT
6' UTILITY
EASEMENT
107.5' RIGHT-OF-WAY
50' RIGHT-OF-WAY
R.O.W.
WIDTH VARIES
R.O.W.
WIDTH
VARIES
ACCESS EASEMENT
WIDTH VARIES
EXISTING 6'
UTILITY ESMT.
EXISTING 6'
UTILITY ESMT.
60' RIGHT-OF-WAY
EXISTING 6'
UTILITY ESMT.
EXISTING 15'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
SOUTHEAST CORNER
S30, T.7N., R68W
PROPOSED FIRE
HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING
FIRE HYDRANT
PROPERTY CORNER
N:1440122.09
E:3128216.61
6' UTILITY EASEMENT
51.34 LF 36" RCP
78.24 LF 36" RCP
400.00 LF 36" RCP
49.26 LF 15" RCP
62.30 LF 24" RCP
11.00 LF 18" RCP
G
10' ACCESS ESMT.
(BY SEPARATE DOC.)
6' UTILITY
EASEMENT
R.O.W.
WIDTH VARIES
R.O.W.
WIDTH
VARIES
ACCESS EASEMENT
WIDTH VARIES
EXISTING 10'
UTILITY ESMT.
SOUTHEAST CORNER
S30, T.7N., R68W
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING 16" WATER CONNECT TO EXISTING 16" WATER MAIN
PROPOSED OUTLET
STRUCTURE
EXISTING 16" SANITARY SEWER
EXISTING 16" WATER MAIN
EXISTING 4" GAS MAIN
CONNECT TO EXISTING
6" WATER SERVICE
PROPOSED 6" PRIVATE WATER
CONNECT TO EXISTING
SANITARY SERVICE
PROPOSED POND OUTLET
PROPOSED STORM SEWER
PROPOSED STORM SEWER
TEMPORARY STORM SEWER
PROPOSED 8" METER
AND BACKFLOW
PREVENTION VAULT
PROPOSED 6" METER
AND BACKFLOW
PREVENTION VAULT
50.00 LF 24" RCP
67.76 LF 10" HDPE
TEMPORARY STORM SEWER
EXISTING BUILDING TO
REMAIN UNTIL PHASE 2
DEMOLITION (SEE NOTE 3)
POTENTIAL FUTURE
10' ACCESS
6' UTILITY EASEMENT
EASEMENT
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
PROPERTY CORNER
N:1439601.73
E:3127831.27
PROPERTY CORNER
N:1440122.09
E:3128216.61
49.26 LF 15" RCP
62.30 LF 24" RCP
108.28 LF 18" RCP
11.00 LF 18" RCP
G
107.5' RIGHT-OF-WAY
50' RIGHT-OF-WAY
EXISTING 10'
UTILITY ESMT.
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING 16" WATER CONNECT TO EXISTING 16" WATER MAIN
PROPOSED STORM SEWER
PROPOSED 8" PRIVATE WATER
PROPOSED STORM SEWER
PROPOSED STORM SEWER
PROPOSED FIRE HYDRANT
TEMPORARY SEWER SERVICE
PROPOSED 8" METER
AND BACKFLOW
PREVENTION VAULT
FFE=4958.00
UNDERGROUND
DETENTION AREA
PROPOSED ROOF DRAIN
PROPOSED
TRANSFORMERS
PROPOSED ROOF DRAIN
MINOR STORM EVENT
BYPASS STORM SEWER
163.05 LF 36" RCP
51.53 LF 30" RCP
116.47 LF 18" RCP
51.76 LF 18" RCP
24.96 LF 30" RCP
59.84 LF 30" RCP
80.51 LF 24" RCP
50.01 LF 30" RCP
150.23 LF 30" RCP
122.41 LF 30" RCP
44.56 LF 18" RCP
170.28 LF 18" RCP
BIOSWALE (TYP.)
PROPOSED WATER SERVICES
PROPOSED YARD HYDRANT
PROPERTY CORNER
N:1440122.09
E:3128216.61
G
G
G
EXISTING 6'
UTILITY ESMT.
EXISTING 6'
UTILITY ESMT.
60' RIGHT-OF-WAY
EXISTING 6'
UTILITY ESMT.
EXISTING 15'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
PROPOSED
FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING
FIRE HYDRANT
PROPOSED 8" PRIVATE
SANITARY SEWER MAIN
POTENTIAL FUTURE PRIVATE
WATER EXTENSION/LOOP
CONNECT TO
EXISTING MANHOLE
EXISTING 24" SANITARY SEWER
116.47 LF 18" RCP
51.76 LF 18" RCP
24.96 LF 30" RCP
59.84 LF 30" RCP
80.51 LF 24" RCP
76.05 LF 18" RCP
54.73 LF 24" RCP
144.41 LF 24" RCP
44.36 LF 24" RCP
EXISTING 6" WATER MAIN
FIRE SERVICE
WATER SERVICES
WATER SERVICES
SEWER SERVICE
DOMESTIC SERVICE FROM
WAREHOUSE TO SHOP
SEWER SERVICE SEWER SERVICE
DANFIELD COURT
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
FLEET PARKING GARAGE B
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 60'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:30:56 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C5.00_OVERALL GRADING & EROSION CONTROL PLAN.DWG
C5.00_OVERALL GRADING & EROSION CONTROL PLAN
KRB NKS
C5.00
26
OVERALL GRADING PLAN
0 60' 120'
SCALE: 1" = 60'
30'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:31:18 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C5.01_DETAILED GRADING PLANS.DWG
C5.01_DETAILED GRADING PLANS
## ##
C5.01
26
DETAILED GRADING PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
NOTES
KEYMAP
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:31:24 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C5.01_DETAILED GRADING PLANS.DWG
C5.01_DETAILED GRADING PLANS
## ##
C5.02
26
DETAILED GRADING PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
NOTES
KEYMAP
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:31:30 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C5.01_DETAILED GRADING PLANS.DWG
C5.01_DETAILED GRADING PLANS
## ##
C5.03
26
DETAILED GRADING PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
NOTES
KEYMAP
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:31:52 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\CX.XX_DETAILED EC PLANS.DWG
CX.XX_DETAILED EC PLANS
## ##
C5.07
26
DETAILED EROSION CONTROL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
LEGEND
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:31:57 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\CX.XX_DETAILED EC PLANS.DWG
CX.XX_DETAILED EC PLANS
## ##
C5.08
26
DETAILED EROSION CONTROL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
LEGEND
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:32:03 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\CX.XX_DETAILED EC PLANS.DWG
CX.XX_DETAILED EC PLANS
## ##
C5.09
26
DETAILED EROSION CONTROL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
LEGEND
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 60'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/8/2017 4:32:24 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\CX.XX_PROPOSED DRAINAGE PLAN.DWG
CX.XX_PROPOSED DRAINAGE PLAN
KRB NKS
C6.00
26
DRAINAGE PLAN
0 60' 120'
SCALE: 1" = 60'
30'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. VEGETATIVE SWALES, BIOSWALES, UNDERGROUND DETENTION AND THE
WATERQUALITY AND DETENTION POND SHALL BE MAINTAINED BY THE
PROPERTY OWNER AND FOLLOW APPLICABLE STANDARD OPERATING
PROCEDURES AS SHOWN IN DEVELOPMENT AGREEMENT.
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
LEGEND
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED FLOWLINE
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
EXISTING EASEMENT
BASIN BOUNDARY
SWALE SECTION
D-101
XXXX
BASIN DESIGNATION
BASIN AREA (ACRE)
2 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
DESIGN POINT
FLOW DIRECTION
5125
5125
PROPOSED 5' CONTOUR
EXISTING 5' CONTOUR
A A
DRAINAGE SUMMARY
POND SUMMARY
LOW IMPACT DEVELOPMENT TREATMENT SUMMARY
Basin
Proposed
Impervious
Area
LID Treatment Area Treated % of Site
Treated
(sf) (acres) (sf) (%)
A-1 25,596 None 0 0%
A-2 33,402 None 0 0%
A-3 16,242 Underground Detention 16,242 6%
A-4 23,562 Underground Detention 23,562 8%
A-5 14,736 Underground Detention 14,736 5%
A-6 9,600 Underground Detention 9,600 3%
A-7 8,175 Underground Detention 8,175 3%
A-8 3,539 Underground Detention 3,539 1%
A-9 31,121 Underground Detention 31,121 11%
A-10 29,725 Underground Detention 29,725 11%
A-11 7,569 Underground Detention 7,569 3%
A-12 (Future) 17,500 Future LID Treatment 17,500 6%
A-13 11,517 None 0 0%
B-1 10,651 Bioswale 10,651 4%
B-2 28,612 Bioswale 28,612 10%
C-1 5,726 Wet Pond 5,726 2%
Total Site 277,273 206,758 75%
Proposed Basins
Basin Area %I C2 C100 Q2 Q100
(acre) (cfs) (cfs)
A-1 3.46 18% 0.37 0.46 2.82 12.32
A-2 0.94 81% 0.82 1.00 1.85 7.85
A-3 0.37 90% 0.95 1.00 1.01 3.71
A-4 0.58 91% 0.90 1.00 1.16 4.48
A-5 0.40 85% 0.84 1.00 0.96 3.96
A-6 0.31 65% 0.75 0.94 0.58 2.54
A-7 0.32 53% 0.66 0.82 0.45 1.96
A-8 0.10 72% 0.81 1.00 0.22 0.95
A-9 0.71 90% 0.95 1.00 1.94 7.11
A-10 0.86 72% 0.80 1.00 1.48 6.39
A-11 0.65 26% 0.44 0.55 0.71 3.12
A-12 1.53 2% 0.25 0.31 1.02 4.45
A-13 0.26 90% 0.95 1.00 0.72 2.63
A-TOTAL 10.50 45% 0.58 0.72 11.00 47.85
B-1 0.46 51% 0.62 0.78 0.61 2.66
B-2 1.43 46% 0.57 0.71 1.88 8.21
B-TOTAL 1.90 48% 0.58 0.73 1.88 8.18
C-1 1.19 12% 0.33 0.41 1.04 4.52
C-TOTAL 1.19 12% 0.33 0.41 1.04 4.52
OS-1 0.68 2% 0.25 0.31 0.39 1.70
OS-2A 0.21 41% 0.54 0.68 0.30 1.29
OS-2B 0.97 77% 0.80 1.00 1.94 8.47
OS-3 0.41 45% 0.56 0.70 0.47 2.05
OS-4 1.26 75% 0.78 0.97 2.15 9.39
OS-5 0.54 2% 0.25 0.31 0.30 1.31
Pond A Pond C
WQCV REQUIRED 0.26 AC-FT 0.02 AC-FT
WQCV PROVIDED 0.30 AC-FT 0.02 AC-FT
DETENTION VOLUME REQUIRED 2.77 AC-FT 0.32 AC-FT
DETENTION VOLUME PROVIDED 2.88 AC-FT 0.35 AC-FT
WQCV WATER SURFACE ELEVATION 4949.60 4955.05
100-YEAR WATER SURFACE ELEVATION 4,952.00 4,955.50
TOP OF POND ELEVATION 4,953.00 4,956.50
SOUTHEAST CORNER
S30, T.7N., R68W
50' RIGHT-OF-WAY
R.O.W.
WIDTH
VARIES
60' RIGHT-OF-WAY
107.5' RIGHT-OF-WAY
50' RIGHT-OF-WAY
R.O.W.
WIDTH VARIES
A1
C1
OS1
OS2a
OS3
OS4
OS2b
A2
A3
A13
B1
B2
A5 A4
A6
A7
A9
A10
A11
A8
0.41
1.26
3.46
1.19
0.68
0.21
0.97
0.37 0.26
0.94
0.46
1.43
0.40 0.58
A12
1.53
0.31
0.86 0.71 0.32
0.65
0.10
0.54
OS5
DETENTION
POND
DETENTION
POND
POND OUTLET STRUCTURE
POND OUTLET STRUCTURE
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
DANFIELD COURT
UNION PACIFIC RAILROAD
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
HQ BUILDING
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
POOL CAR
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
PROPOSED
POND
EXISTING E&O
BUILDING
EXISTING
HEADQUARTERS
FLEET PARKING
GARAGE B
BIOSWALE W/
UNDERDRAIN
POTENTIAL FUTURE
PARKING AREA
POTENTIAL FUTURE BIOSWALE
UNDERGROUND
DETENTION
EXISTING STORM
DRAINING BASIN OS3
EXISTING CHAIN LINK FENCE
EXISTING FENCE
EXISTING EASEMENT
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
CONCRETE WASHOUT
AREA - FINAL LOCATION
TO BE DETERMINED BY
CONTRACTOR
SURFACE ROUGHENING
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
ROCK SOCK
CONSTRUCTION FENCE
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
3. REFER TO SHEETS C5.01-C5.03 FOR DETAILED GRADING PLANS.
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED BUILDING
EROSION CONTROL NOTES
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS.
2. REFER TO SHEET C0.01 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
4. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT
RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL
ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
5. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL
MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS
MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE
WASHOUT, AND SEDIMENT TRAP.
6. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS
PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED
SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
7. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE
SITE SHALL BE SEEDED WITH 100% SMOOTH BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
INGREDIENT % AVAILABLE BY
WEIGHT
APPLICATION RATE IN
LBS/ACRE
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROJECT: PLATTE RIVER POWER AUTHORITY HQ
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER (RS)
INLET PROTECTION
1. COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMP'S.
MOBILIZATION DEMOLITIONUTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL
LANDSCAPING
& STABILIZATION
PHASE OF
CONSTRUCTION
EROSION CONTROL SEQUENCING
60' RIGHT-OF-WAY
PROPOSED STORM SEWER
DANFIELD COURT
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
FLEET PARKING GARAGE B
SWALE
GRADE BREAK
COORDINATE ALL EROSION CONTROL
MEASURES TO PROTECT OFFSITE PROPERTY
WITH OFFSITE PROPERTY OWNER
EXISTING CHAIN LINK FENCE
EXISTING FENCE
EXISTING EASEMENT
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
CONCRETE WASHOUT
AREA - FINAL LOCATION
TO BE DETERMINED BY
CONTRACTOR
SURFACE ROUGHENING
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
ROCK SOCK
CONSTRUCTION FENCE
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
3. REFER TO SHEETS C5.01-C5.03 FOR DETAILED GRADING PLANS.
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED BUILDING
EROSION CONTROL NOTES
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS.
2. REFER TO SHEET C0.01 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
4. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT
RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL
ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
5. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL
MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS
MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE
WASHOUT, AND SEDIMENT TRAP.
6. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS
PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED
SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
7. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE
SITE SHALL BE SEEDED WITH 100% SMOOTH BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
INGREDIENT % AVAILABLE BY
WEIGHT
APPLICATION RATE IN
LBS/ACRE
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROJECT: PLATTE RIVER POWER AUTHORITY HQ
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER (RS)
INLET PROTECTION
1. COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMP'S.
MOBILIZATION DEMOLITIONUTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL
LANDSCAPING
& STABILIZATION
PHASE OF
CONSTRUCTION
EROSION CONTROL SEQUENCING
50' RIGHT-OF-WAY 107.5' RIGHT-OF-WAY
PROPOSED ROOF DRAIN
MINOR STORM EVENT
BYPASS STORM SEWER
EXISTING BUILDING TO
REMAIN UNTIL PHASE 2
DEMOLITION
PROPOSED STORM SEWER
BIOSWALE (TYP.)
PROPOSED STORM SEWER
PROPOSED STORM SEWER
PROPOSED ROOF DRAIN
PROPOSED ROOF DRAIN
PROPOSED ROOF DRAIN
UNDERGROUND
DETENTION AREA
EAST HORSETOOTH ROAD
HQ BUILDING
MICROWAVE
BUILDING
POOL CAR
WAREHOUSE
EXISTING
E&O
BUILDING
MONUMENT SIGN/
SCREEN WALL
SCREEN WALL SCREEN WALL
SWALE
SILT FENCE TO PROTECT POND UNTIL
COMPLETION OF LANDSCAPING
END CONSTRUCTION FENCE AT
EXISTING CHAIN LINK FENCE
GRADE BREAK
SILT FENCE TO PROTECT BIOSWALE
UNTIL COMPLETION OF LANDSCAPING
GRADE BREAK
EXISTING CHAIN LINK FENCE
EXISTING FENCE
EXISTING EASEMENT
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
CONCRETE WASHOUT
AREA - FINAL LOCATION
TO BE DETERMINED BY
CONTRACTOR
SURFACE ROUGHENING
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
ROCK SOCK
CONSTRUCTION FENCE
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
3. REFER TO SHEETS C5.01-C5.03 FOR DETAILED GRADING PLANS.
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED BUILDING
EROSION CONTROL NOTES
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS.
2. REFER TO SHEET C0.01 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
4. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT
RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL
ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
5. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL
MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS
MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE
WASHOUT, AND SEDIMENT TRAP.
6. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS
PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED
SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
7. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE
SITE SHALL BE SEEDED WITH 100% SMOOTH BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
INGREDIENT % AVAILABLE BY
WEIGHT
APPLICATION RATE IN
LBS/ACRE
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROJECT: PLATTE RIVER POWER AUTHORITY HQ
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER (RS)
INLET PROTECTION
1. COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMP'S.
MOBILIZATION DEMOLITIONUTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL
LANDSCAPING
& STABILIZATION
PHASE OF
CONSTRUCTION
EROSION CONTROL SEQUENCING
107.5' RIGHT-OF-WAY
R.O.W.
WIDTH VARIES
R.O.W.
WIDTH
VARIES
PROPOSED OUTLET
STRUCTURE
PROPOSED LAKE OUTLET
PROPOSED STORM
PROPOSED STORM
EXISTING BUILDING TO
REMAIN UNTIL PHASE 2
DEMOLITION
PROPOSED STORM SEWER
POTENTIAL FUTURE
EXPANSION
UNDERGROUND
DETENTION AREA
PROPOSED ROOF DRAIN
PROPOSED ROOF DRAIN
PROPOSED ROOF DRAIN
EMERGENCY OVERFLOW
SPILLWAY ELEV = 4952.0
APPROXIMATE EXISTING
IRRIGATION PIPE
TOP OF POND
ELEV = 4953.0
LAKE EMERGENCY OVERFLOW
SPILLWAY ELEV = 4955.5
PROPOSED STORM SEWER
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
HQ BUILDING
MICROWAVE
BUILDING
PROPOSED
POND
EXISTING
HEADQUARTERS
LIMITS OF DISTURBANCE
POTENTIAL FUTURE
EXPANSION
POTENTIAL FUTURE
EXPANSION
END CONSTRUCTION FENCE AT
EXISTING CHAIN LINK FENCE
SILT FENCE TO PROTECT POND UNTIL
COMPLETION OF LANDSCAPING
GRADE BREAK
GRADE BREAK
COORDINATE ALL EROSION CONTROL
MEASURES TO PROTECT OFFSITE PROPERTY
WITH OFFSITE PROPERTY OWNER
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
DEMOLISHED.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
5. NOTE THAT THE FINISHED FLOOR ELEVATIONS AS SHOWN ON THIS DRAWING
CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL
PLANS.
6. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
7. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS REQUIRED UNDER
BUILDING PADS. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL
REPORT PROVIDED BY TERRACON CONSULTANTS FOR MORE INFORMATION.
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
GRADE BREAK
LEGEND
PROPOSED SLOPE
90.30
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
FW=FLOODWAY
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
TOW=TOP OF WALL
90.30
EXISTING GRADE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED FLOWLINE
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
EXISTING STRIPING
EXISTING CHAIN LINK FENCE
EXISTING FENCE
EXISTING EASEMENT
57.29
55.40
53.79
55.38
54.71
55.19
FFE=4954.50 (EXISTING)
FFE=VARIES
FFE=4956.50
FFE=4956.75
FFE=VARIES
54.39
55.21
56.80
EXISTING 6'
UTILITY ESMT.
EXISTING 6'
UTILITY ESMT.
60' RIGHT-OF-WAY
EXISTING 6'
UTILITY ESMT.
EXISTING 15'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
54.07
55.14
55.64
56.00
56.50
57.00
56.70
56.70
57.86
56.70
56.50
2.0%
2.1%
2.6%
3.0%
2.5%
2.5%
1.7%
2.0%
2.7%
3.2%
4.5%
2.4%
3.1%
2.4%
2.0%
2.4%
3.4%
2.2%
1.9%
2.2%
2.1%
2.5%
3.3%
2.9%
54.24
2.4%
2.7%
2.2%
PROPOSED STORM SEWER
DANFIELD COURT
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
FLEET PARKING GARAGE B
SWALE
(1.6%)
(1.5%)
(1.6%)
(1.4%)
EXISTING PARKING TO REMAIN
EXISTING INLET
EXISTING INLET
EXISTING INLET
FLOWLINE EXISTING CURB & GUTTER
FLOWLINE
2.3%
2.2%
2.1%
GRADE BREAK
GRADE BREAK
57.12
57.12
57.48
6.9%
6.5%
8.6%
3.8%
4.1%
56.75
56.75
56.75
56.75
1.7%
1.7%
GRADE BREAK
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
DEMOLISHED.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
5. NOTE THAT THE FINISHED FLOOR ELEVATIONS AS SHOWN ON THIS DRAWING
CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL
PLANS.
6. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
7. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS REQUIRED UNDER
BUILDING PADS. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL
REPORT PROVIDED BY TERRACON CONSULTANTS FOR MORE INFORMATION.
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
GRADE BREAK
LEGEND
PROPOSED SLOPE
90.30
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
FW=FLOODWAY
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
TOW=TOP OF WALL
90.30
EXISTING GRADE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED FLOWLINE
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
EXISTING STRIPING
EXISTING CHAIN LINK FENCE
EXISTING FENCE
EXISTING EASEMENT
6' UTILITY
EASEMENT
55.27
54.84
55.85
56.25
56.13 55.44
56.10
55.09
54.60
55.49
56.84
56.27
55.88
54.36
55.21
55.75
55.82
56.10
58.52
58.17
57.40
57.19
57.03
56.30
56.64
56.58
56.87
58.31 56.92
57.55
57.26
57.90
57.49
56.61
55.62
55.12
57.88
57.55
56.15
56.45
55.72
54.43
53.89
54.31
53.79
55.38
56.37
56.28
55.97
55.36
56.10
55.74
56.47
56.82
56.70
57.05
FFE=4958.00
FFE=4957.90
FFE=4954.50 (EXISTING)
FFE=4956.50
49.58
107.5' RIGHT-OF-WAY 50' RIGHT-OF-WAY
EXISTING 10'
UTILITY ESMT.
54.22
54.89
49.73
2.1%
2.1%
3.8%
2.2%
2.1%
2.2%
2.1%
2.9%
2.2%
2.0%
2.1%
2.1%
2.2%
2.0%
2.5%
1.8%
2.4%
2.0%
2.4%
3.4%
2.1%
2.5%
2.0%
2.1%
2.7%
2.4%
2.0%
2.1%
2.1%
2.0%
2.0%
3.9%
3.1%
4.1:1
4.2:1
2.0%
2.0%
2.0%
2.0%
UNDERGROUND
DETENTION AREA
PROPOSED ROOF DRAIN
PROPOSED ROOF DRAIN
2.5%
3.3%
2.9%
EXISTING BUILDING TO
REMAIN UNTIL PHASE 2
DEMOLITION (SEE NOTE 2)
2.3%
2.2%
PROPOSED STORM SEWER
BIOSWALE W/
UNDERDRAIN (TYP.)
52.00
54.24
PROPOSED STORM SEWER
PROPOSED STORM SEWER
PROPOSED ROOF DRAIN
EAST HORSETOOTH ROAD
UNION PACIFIC RAILROAD
HQ BUILDING
MICROWAVE
BUILDING
POOL CAR
WAREHOUSE
EXISTING
E&O
BUILDING
SWALE
2.6%
2.7%
2' CONCRETE PAN
55.48
SWALE
10' ACCESS ESMT.
(BY SEPARATE DOC.)
GRADE BREAK
3.8%
4.1%
PROPOSED ROOF DRAIN
POTENTIAL FUTURE
PARKING AREA
POTENTIAL FUTURE BIOSWALE
POTENTIAL FUTURE
EXPANSION AREA
PROPOSED POND
PERMANENT WATER SURFACE = 4955.00
NORMAL TOP OF BANK = 4956.50
BOTTOM OF POND = 4943.00
GRADE BREAK
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
DEMOLISHED.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
5. NOTE THAT THE FINISHED FLOOR ELEVATIONS AS SHOWN ON THIS DRAWING
CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL
PLANS.
6. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
7. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS REQUIRED UNDER
BUILDING PADS. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL
REPORT PROVIDED BY TERRACON CONSULTANTS FOR MORE INFORMATION.
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
GRADE BREAK
LEGEND
PROPOSED SLOPE
90.30
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
FW=FLOODWAY
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
TOW=TOP OF WALL
90.30
EXISTING GRADE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED FLOWLINE
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
EXISTING STRIPING
EXISTING CHAIN LINK FENCE
EXISTING FENCE
EXISTING EASEMENT
SOUTHEAST CORNER
S30, T.7N., R68W
55.27
54.84
55.85
56.25
56.13 55.44
56.10
55.09
54.60
55.49
56.84
56.27
55.88
54.36
57.03
53.89
54.31
53.79
55.36
56.10
55.74
56.47
56.82
56.70
FFE=4958.00
FFE=4954.50 (EXISTING) 48.00
48.63
49.80
48.99
49.58
48.98
48.87
6' UTILITY
EASEMENT
107.5' RIGHT-OF-WAY 50' RIGHT-OF-WAY
R.O.W.
WIDTH
VARIES
ACCESS EASEMENT
WIDTH VARIES
EXISTING 10'
UTILITY ESMT.
54.89
49.73
2.1%
2.1%
2.1%
2.0%
2.2%
2.4%
2.1%
3.8%
3.3%
3.8%
2.1%
2.2%
2.1%
2.0%
2.1%
2.7%
2.4%
2.0%
2.1%
2.1%
3.9%
3.1%
4.0:1 3.0:1
3.0:1
4.0:1
4.0:1
4.0:1
4.0:1
4.3:1
4.0:1
4.0:1
4.8:1
5.1:1
7.7:1
6.3:1
2.0%
3.6%
2.0%
2.0%
2.0%
2.2%
2.0%
2.0%
10' ACCESS EASEMENT
(BY SEPARATE DOC.)
PROPOSED OUTLET
STRUCTURE
PROPOSED POND OUTLET
TEMPORARY STORM SEWER
PROPOSED STORM
PROPOSED STORM
TEMPORARY STORM SEWER
EXISTING BUILDING TO
REMAIN UNTIL PHASE 2
DEMOLITION (SEE NOTE 2)
PROPOSED STORM SEWER
POTENTIAL FUTURE
EXPANSION
POTENTIAL FUTURE
EXPANSION
PROPOSED ROOF DRAIN
UNDERGROUND
DETENTION AREA
PROPOSED ROOF DRAIN
PROPOSED ROOF DRAIN
7.7%
2.9%
2.5%
3.3%
2.9%
6.3%
3.3%
2.9%
EMERGENCY OVERFLOW
SPILLWAY ELEV = 4952.0
2.3%
2.2%
APPROXIMATE EXISTING
IRRIGATION PIPE
TOP OF POND
ELEV = 4953.0
POND EMERGENCY OVERFLOW
SPILLWAY ELEV = 4955.5
PROPOSED STORM SEWER
EXISTING POND LIMITS
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
HQ BUILDING
MICROWAVE
BUILDING
PROPOSED
POND
EXISTING
HEADQUARTERS
PROPOSED POND
PERMANENT WATER SURFACE = 4955.00
NORMAL TOP OF BANK = 4956.50
BOTTOM OF POND = 4943.00
R.O.W.
WIDTH VARIES
2' CONCRETE PAN
EXISTING 12" STORM DRAIN
SWALE
SWALE
2.7%
3.6%
2.2%
4.2%
2.6%
2.7%
EXISTING BIOSWALE
56.27
53.32
53.00
53.00
53.00
DRAINAGE EASEMENT
(BY SEPARATE DOC.)
20' DRAINAGE ESMT.
(BY SEPARATE DOC.)
2' CONCRETE PAN
EXISTING INLET
GRADE BREAK
PROPOSED ROOF DRAIN
GRADE BREAK
EXISTING CURB CUT
EXISTING CURB CUT
DEMOLISHED.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
5. NOTE THAT THE FINISHED FLOOR ELEVATIONS AS SHOWN ON THIS DRAWING
CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL
PLANS.
6. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
7. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS REQUIRED UNDER
BUILDING PADS. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL
REPORT PROVIDED BY TERRACON CONSULTANTS FOR MORE INFORMATION.
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
GRADE BREAK
LEGEND
PROPOSED SLOPE
90.30
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
FW=FLOODWAY
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
TOW=TOP OF WALL
90.30
EXISTING GRADE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED FLOWLINE
LIMITS OF DISTURBANCE
EXISTING PROPERTY LINE
EXISTING R.O.W LINE
EXISTING STRIPING
EXISTING CHAIN LINK FENCE
EXISTING FENCE
EXISTING EASEMENT
SOUTHEAST CORNER
S30, T.7N., R68W
PROPERTY CORNER
N:1439601.73
E:3127831.27
PROPERTY CORNER
N:1439603.64
E:3128777.93
PROPERTY CORNER
N:1439650.89
E:3128818.46
PROPERTY CORNER
N:1440123.32
E:3128825.77
PROPERTY CORNER
N:1440683.72
E:3127830.73
PROPERTY CORNER
N:1440685.00
E:3128159.33
PROPERTY CORNER
N:1440615.87
E:3128213.49
10' ACCESS EASEMENT
6' UTILITY EASEMENT
107.5' RIGHT-OF-WAY
50' RIGHT-OF-WAY
R.O.W.
WIDTH
VARIES
ACCESS EASEMENT
WIDTH VARIES
EXISTING 6'
UTILITY ESMT.
EXISTING 6'
UTILITY ESMT.
60' RIGHT-OF-WAY
EXISTING 6'
UTILITY ESMT.
EXISTING 15'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
107.5' RIGHT-OF-WAY
50' RIGHT-OF-WAY
R.O.W.
WIDTH VARIES
ACCESS EASEMENT
WIDTH VARIES
FFE=4958.00
FFE=4957.90
FFE=4956.50
FFE=VARIES
FFE=4956.75
FFE=VARIES
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
DANFIELD COURT
UNION PACIFIC RAILROAD
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
HQ BUILDING
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
POOL CAR
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
PROPOSED
POND
EXISTING E&O
BUILDING
EXISTING
HEADQUARTERS
FLEET PARKING
GARAGE B
PROPERTY CORNER
N:1440122.09
E:3128216.61
EXISTING 30'
UTILITY ESMT.
DRAINAGE EASEMENT
(BY SEPARATE DOC.)
PROPOSED GAS SERVICE
FFE=4956.50
FFE=4956.75
PROPOSED
TRANSFORMER
EXISTING PRIVATE OFFSITE WATER
PROPOSED 2" GAS MAIN
PROPOSED GAS SERVICE
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/9/2017 12:00:47 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C4.00_UTILITY PLAN.DWG
C4.00_UTILITY PLAN
## ##
C4.03
26
DETAILED UTILITY PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY
OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD
OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE
AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
DEMOLISHED.
4. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5'
OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
5. REFER TO SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE
ROUTING FOR SITE LIGHTING.
6. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND
ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM
COVER SHALL BE 5.5'.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
10. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
11. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER
SERVICES SMALLER THAN 1-1/2" SHALL BE TYPE K COPPER. WATER SERVICES
1-1/2" AND LARGER WATER SERVICES MAY BE EITHER TYPE K COPPER OR
SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI.
12. THE LOCATION OF ANY PROPOSED DRY UTILITIES SHOWN ON THIS DRAWING
ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE.
FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE
UTILITY COMPANY.
13. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE
CITY SHALL INSTALL THE TRANSFORMERS AND PRIMARY LINES FROM THE
CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE
COST OF THE PRIMARY LINE, TRANSFORMERS, AND INSTALLATION OF THE
SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
14. ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL
LOCATION AND SIZE OF TRANSFORMER AND LOCATION OF SECONDARY LINE
WITH APPROVED ARCHITECTURAL PLANS.
15. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL
GAS SERVICES AND METERS. THE COST OF ALL THE MAIN AND SERVICE
INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
16. THE PROPOSED POND INCLUDES A GEOTHERMAL EXCHANGE SYSTEM.
REFER TO THE MECHANICAL PLANS FOR ADDITIONAL INFORMATION.
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
LIMITS OF DISTURBANCE
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING EASEMENT
PROPOSED 6" WATER
PROPOSED 8" SANITARY
PROPOSED STORM SEWER
PROPOSED 8" WATER
PROPOSED WATER SERVICE
PROPOSED FIRE SERVICE
PROPOSED SANITARY SERVICE
PROPOSED 8" PRIVATE WATER
PROPOSED 6" PRIVATE WATER
EAST HORSETOOTH ROAD
UNION PACIFIC RAILROAD
HQ BUILDING
MICROWAVE
BUILDING
POOL CAR
WAREHOUSE
EXISTING
E&O
BUILDING
PROPOSED OVERHEAD
LIGHT (SEE NOTE 5)
TEMPORARY GAS SERVICE
MINOR STORM EVENT
BYPASS STORM SEWER
PROPOSED 8" PRIVATE WATER MAIN
FFE=4957.90
FFE=4956.50
APPROXIMATE EXISTING
IRRIGATION PIPE
PROPOSED
GENERATORS
APPROXIMATE ELECTRICAL
ROUTING (SEE ELEC. PLANS)
PROPOSED POND
(SEE NOTE 16)
138.17 LF 36" RCP
PROPOSED ROOF DRAIN
PROPOSED ROOF DRAIN
PROPOSED 2" GAS MAIN
TEMPORARY WATER SERVICE
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/9/2017 12:00:44 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C4.00_UTILITY PLAN.DWG
C4.00_UTILITY PLAN
## ##
C4.02
26
DETAILED UTILITY PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY
OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD
OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE
AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
DEMOLISHED.
4. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5'
OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
5. REFER TO SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE
ROUTING FOR SITE LIGHTING.
6. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND
ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM
COVER SHALL BE 5.5'.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
10. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
11. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER
SERVICES SMALLER THAN 1-1/2" SHALL BE TYPE K COPPER. WATER SERVICES
1-1/2" AND LARGER WATER SERVICES MAY BE EITHER TYPE K COPPER OR
SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI.
12. THE LOCATION OF ANY PROPOSED DRY UTILITIES SHOWN ON THIS DRAWING
ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE.
FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE
UTILITY COMPANY.
13. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE
CITY SHALL INSTALL THE TRANSFORMERS AND PRIMARY LINES FROM THE
CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE
COST OF THE PRIMARY LINE, TRANSFORMERS, AND INSTALLATION OF THE
SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
14. ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL
LOCATION AND SIZE OF TRANSFORMER AND LOCATION OF SECONDARY LINE
WITH APPROVED ARCHITECTURAL PLANS.
15. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL
GAS SERVICES AND METERS. THE COST OF ALL THE MAIN AND SERVICE
INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
16. THE PROPOSED POND INCLUDES A GEOTHERMAL EXCHANGE SYSTEM.
REFER TO THE MECHANICAL PLANS FOR ADDITIONAL INFORMATION.
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
LIMITS OF DISTURBANCE
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING EASEMENT
PROPOSED 6" WATER
PROPOSED 8" SANITARY
PROPOSED STORM SEWER
PROPOSED 8" WATER
PROPOSED WATER SERVICE
PROPOSED FIRE SERVICE
PROPOSED SANITARY SERVICE
EXPANSION
POTENTIAL FUTURE
EXPANSION
PROPOSED ROOF DRAIN
FFE=4958.00
UNDERGROUND
DETENTION AREA
PROPOSED ROOF DRAIN
PROPOSED
TRANSFORMERS
PROPOSED ROOF DRAIN
163.05 LF 36" RCP
50.01 LF 30" RCP
150.23 LF 30" RCP
122.41 LF 30" RCP
APPROXIMATE EXISTING
IRRIGATION PIPE
PROPOSED WATER SERVICES
EXISTING POND LIMITS
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
HQ BUILDING
MICROWAVE
BUILDING
PROPOSED
POND
EXISTING
HEADQUARTERS
PROPOSED GAS SERVICE
PROPOSED GAS SERVICE
PROPOSED OVERHEAD
LIGHT (SEE NOTE 5)
PROPOSED POND
(SEE NOTE 16)
PROPOSED 8" PRIVATE WATER MAIN
PROPOSED DRAINAGE EASEMENT
PROPOSED
GENERATORS
APPROXIMATE ELECTRICAL
ROUTING (SEE ELEC. PLANS)
138.17 LF 36" RCP
PROPOSED ROOF DRAIN
PROPOSED 6" SANITARY SERVICE
PROPOSED 2" GAS MAIN
TEMPORARY SANITARY
TO EXISTING HQ
TEMPORARY GAS
TO EXISTING HQ
TEMPORARY WATER
TO EXISTING HQ
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 30'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/9/2017 12:00:40 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C4.00_UTILITY PLAN.DWG
C4.00_UTILITY PLAN
## ##
C4.01
26
DETAILED UTILITY PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
KEYMAP
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY
OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD
OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE
AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
DEMOLISHED.
4. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5'
OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
5. REFER TO SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE
ROUTING FOR SITE LIGHTING.
6. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND
ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM
COVER SHALL BE 5.5'.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
10. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
11. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER
SERVICES SMALLER THAN 1-1/2" SHALL BE TYPE K COPPER. WATER SERVICES
1-1/2" AND LARGER WATER SERVICES MAY BE EITHER TYPE K COPPER OR
SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI.
12. THE LOCATION OF ANY PROPOSED DRY UTILITIES SHOWN ON THIS DRAWING
ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE.
FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE
UTILITY COMPANY.
13. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE
CITY SHALL INSTALL THE TRANSFORMERS AND PRIMARY LINES FROM THE
CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE
COST OF THE PRIMARY LINE, TRANSFORMERS, AND INSTALLATION OF THE
SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
14. ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL
LOCATION AND SIZE OF TRANSFORMER AND LOCATION OF SECONDARY LINE
WITH APPROVED ARCHITECTURAL PLANS.
15. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL
GAS SERVICES AND METERS. THE COST OF ALL THE MAIN AND SERVICE
INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
16. THE PROPOSED POND INCLUDES A GEOTHERMAL EXCHANGE SYSTEM.
REFER TO THE MECHANICAL PLANS FOR ADDITIONAL INFORMATION.
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
LIMITS OF DISTURBANCE
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING EASEMENT
PROPOSED 6" WATER
PROPOSED 8" SANITARY
PROPOSED STORM SEWER
PROPOSED 8" WATER
PROPOSED WATER SERVICE
PROPOSED FIRE SERVICE
PROPOSED SANITARY SERVICE
EXISTING
FIRE HYDRANT
PROPOSED OUTLET
STRUCTURE
EXISTING 16" SANITARY SEWER
EXISTING 16" WATER MAIN
EXISTING 4" GAS MAIN
CONNECT TO EXISTING
6" WATER SERVICE
PROPOSED 6" PRIVATE WATER
PROPOSED 6" SANITARY SERVICE
PROPOSED STORM SEWER
PROPOSED 8" PRIVATE WATER
PROPOSED STORM SEWER
CONNECT TO EXISTING
SANITARY SERVICE
PROPOSED POND OUTLET
PROPOSED FIRE HYDRANT
PROPOSED 8" PRIVATE
SANITARY SEWER MAIN
POTENTIAL FUTURE PRIVATE
WATER EXTENSION/LOOP
CONNECT TO
EXISTING MANHOLE
EXISTING 24" SANITARY SEWER
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
DANFIELD COURT
UNION PACIFIC RAILROAD
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
HQ BUILDING
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
POOL CAR
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
PROPOSED
POND
EXISTING E&O
BUILDING
EXISTING
HEADQUARTERS
FLEET PARKING
GARAGE B
PROPOSED
POND
(SEE NOTE 16)
EXISTING POND LIMITS
PROPOSED 2" GAS MAIN
PLATTE RIVER POWER AUTHORITY 11/14/17
U16014
1" = 60'
1" = N/A
PLATTE RIVER POWER AUTHORITY HQ
NORTH
11/9/2017 12:00:37 PM
P:\U16014 - PRPA CAMPUS\CADD\CP\C4.00_UTILITY PLAN.DWG
C4.00_UTILITY PLAN
## ##
C4.00
26
OVERALL UTILITY PLAN
0 60' 120'
SCALE: 1" = 60'
30'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY
OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD
OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE
AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS (AND SUPPORTING UTILITIES) MAY BE
DEMOLISHED.
4. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5'
OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
5. REFER TO SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE
ROUTING FOR SITE LIGHTING.
6. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND
ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM
COVER SHALL BE 5.5'.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
10. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
11. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER
SERVICES SMALLER THAN 1-1/2" SHALL BE TYPE K COPPER. WATER SERVICES
1-1/2" AND LARGER WATER SERVICES MAY BE EITHER TYPE K COPPER OR
SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI.
12. THE LOCATION OF ANY PROPOSED DRY UTILITIES SHOWN ON THIS DRAWING
ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE.
FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE
UTILITY COMPANY.
13. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE
CITY SHALL INSTALL THE TRANSFORMERS AND PRIMARY LINES FROM THE
CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE
COST OF THE PRIMARY LINE, TRANSFORMERS, AND INSTALLATION OF THE
SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
14. ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL
LOCATION AND SIZE OF TRANSFORMER AND LOCATION OF SECONDARY LINE
WITH APPROVED ARCHITECTURAL PLANS.
15. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL
GAS SERVICES AND METERS. THE COST OF ALL THE MAIN AND SERVICE
INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
16. THE PROPOSED POND INCLUDES A GEOTHERMAL EXCHANGE SYSTEM.
REFER TO THE MECHANICAL PLANS FOR ADDITIONAL INFORMATION.
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
LIMITS OF DISTURBANCE
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING EASEMENT
PROPOSED 6" WATER
PROPOSED 8" SANITARY
PROPOSED STORM SEWER
PROPOSED 8" WATER
PROPOSED WATER SERVICE
PROPOSED FIRE SERVICE
PROPOSED SANITARY SERVICE
4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH
TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY
URBAN AREA STREET STANDARD DETAILS.
5. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS.
PRIVATE ONSITE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS
OTHERWISE NOTED.
6. ALL PAVING AREAS NOT DESIGNATED AS "MEDIUM DUTY" OR "HEAVY DUTY"
SHALL CONSIST OF "LIGHT DUTY" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
7. THE EXISTING ASPHALT PAVEMENT OF THE ACCESS FROM DANFIELD COURT
SHALL BE RECONSTRUCTED TO MEET THE MINIMUM HEAVY DUTY
PAVEMENT SECTION.
8. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS MAY BE DEMOLISHED.
9. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION OR THE
PLACEMENT OF PROPOSED CURB AND GUTTER ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. THE PROPOSED POND SHALL BE LINED PER THE GEOTECHNICAL LINING
DESIGN PROVIDED BY TERRACON CONSULTANTS. REFER TO THE LINING
DESIGN DOCUMENTS FOR ADDITIONAL INFORMATION.
11. PROPOSED EASEMENTS AS SHOWN ON THIS DRAWING SHALL BE
DEDICATED BY SEPARATE DOCUMENT.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED BUILDING
PROPOSED PAVEMENT STRIPING
MEDIUM DUTY PAVEMENT
SECTION (SEE NOTE 6)
INFLOW CURB & GUTTER
T CURB & GUTTER TRANSITION
PROPOSED ASPHALT
PAVEMENT
HEAVY DUTY PAVEMENT
SECTION (SEE NOTE 6)
PROPOSED EASEMENT
RECONSTRUCT AND
WIDEN EXISTING
DRIVE APPROACH
EXISTING 6'
UTILITY ESMT.
EXISTING 6'
UTILITY ESMT.
60' RIGHT-OF-WAY
EXISTING 6'
UTILITY ESMT.
EXISTING 15'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
PROPERTY CORNER
N:1440683.72
E:3127830.73
PROPERTY CORNER
N:1440615.87
E:3128213.49
PROPERTY CORNER
N:1440122.09
E:3128216.61
EXISTING 10'
UTILITY ESMT.
S89° 53' 04"W 609.16'
N01° 28' 57"W 119.57'
N00° 45' 09"E 81.11'
N00° 10' 46"W 123.29'
N00° 12' 13"W 45.84'
N00° 15' 07"W 124.01'
L
=
1
07
.
2
1
'
R
=
5
0
.
0
0
'
∆
=
1
2
2.
86
°
S89° 46' 35"W 328.61'
S00° 01' 43"E 562.41'
8' SIDEWALK
EDGE OF CONCRETE
SECURITY FENCE
1.5' CURB &
GUTTER (TYP.)
2.5' CURB &
GUTTER (TYP.)
EXISTING CURB &
GUTTER (TYP.)
PROPOSED
FIRE HYDRANT
80' 80'
40'
40'
POTENTIAL FUTURE DRIVE
BUILDING CORNER
N:1440133.84
E:3127954.11
BUILDING CORNER
N:1440134.07
E:3128068.11
BUILDING CORNER
N:1440229.20
E:3127994.11
BUILDING CORNER
N:1440229.43
E:3128051.03
BUILDING CORNER
N:1440450.12
E:3128046.74
BUILDING CORNER
N:1440450.02
E:3127996.91
BUILDING CORNER
N:1440455.77
E:3127888.49
BUILDING CORNER
N:1440394.48
E:3128130.50
BUILDING CORNER
N:1440189.56
E:3128130.92
BUILDING CORNER
N:1440193.46
E:3127871.19 49.87'
EXISTING PARKING TO REMAIN
RECONSTRUCT EXISTING
PAVEMENT TO HEAVY DUTY
PAVEMENT SECTION
(SEE NOTE 7)
PROPERTY CORNER
N:1440685.00
E:3128159.33
SWALE
2' CONCRETE PAN
EXISTING 30'
UTILITY ESMT.
42.81'
24.98'
55.33'
114'
56.92'
114.91'
30'
30.91'
1.5' CURB &
GUTTER (TYP.)
30' EMERGENCY
ACCESS ESMT.
30' EMERGENCY
ACCESS ESMT.
EXISTING CURB & GUTTER
PROPERTY BOUNDARY
30'±
PROPERTY LINE
10' UTILITY ESMT.
2.28'
EXISTING CHAINLINK FENCE SECURITY FENCE
DANFIELD COURT
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
FLEET PARKING GARAGE B
4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH
TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY
URBAN AREA STREET STANDARD DETAILS.
5. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS.
PRIVATE ONSITE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS
OTHERWISE NOTED.
6. ALL PAVING AREAS NOT DESIGNATED AS "MEDIUM DUTY" OR "HEAVY DUTY"
SHALL CONSIST OF "LIGHT DUTY" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
7. THE EXISTING ASPHALT PAVEMENT OF THE ACCESS FROM DANFIELD COURT
SHALL BE RECONSTRUCTED TO MEET THE MINIMUM HEAVY DUTY
PAVEMENT SECTION.
8. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS MAY BE DEMOLISHED.
9. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION OR THE
PLACEMENT OF PROPOSED CURB AND GUTTER ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. THE PROPOSED POND SHALL BE LINED PER THE GEOTECHNICAL LINING
DESIGN PROVIDED BY TERRACON CONSULTANTS. REFER TO THE LINING
DESIGN DOCUMENTS FOR ADDITIONAL INFORMATION.
11. PROPOSED EASEMENTS AS SHOWN ON THIS DRAWING SHALL BE
DEDICATED BY SEPARATE DOCUMENT.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED BUILDING
PROPOSED PAVEMENT STRIPING
MEDIUM DUTY PAVEMENT
SECTION (SEE NOTE 6)
INFLOW CURB & GUTTER
T CURB & GUTTER TRANSITION
PROPOSED ASPHALT
PAVEMENT
HEAVY DUTY PAVEMENT
SECTION (SEE NOTE 6)
PROPOSED EASEMENT
107.5' RIGHT-OF-WAY 50' RIGHT-OF-WAY
6' UTILITY
EASEMENT
PROPERTY CORNER
N:1439601.73
E:3127831.27
PROPERTY CORNER
N:1440122.09
E:3128216.61
EXISTING 10'
UTILITY ESMT.
S89° 53' 04"W 609.16'
N01° 28' 57"W 11
S00° 01' 43"E 519.58'
N89° 53' 04"E 946.66'
19' (TYP.)
HANDICAP PARKING SPACE
9' (TYP.)
1.5' CURB & GUTTER (TYP.)
1.5' CURB
& GUTTER
(TYP.)
1.5' OUTFALL
CURB & GUTTER
1.5' CURB & GUTTER (TYP.)
ROLL OFF DUMPSTER
RECYCLABLES
19' (TYP.)
9' (TYP.)
38' (TYP.)
9' (TYP.)
17' (TYP.)
17' (TYP.)
9' (TYP.)
38' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.) 17' (TYP.)
17'
17' (TYP.)
17' (TYP.)
17' (TYP.)
19' (TYP.)
17' (TYP.)
9' (TYP.)
BUILDING CORNER
N:1439779.92
E:3128335.99
BUILDING CORNER
N:1439711.74
E:3128375.24
BUILDING CORNER
N:1439857.71
E:3128468.51
BUILDING CORNER
N:1439909.72
E:3128441.52
2' CONCRETE PAN
PROPOSED
FIRE HYDRANT
BUILDING CORNER
N:1439827.29
E:3128189.40
BUILDING CORNER
N:1439771.06
E:3128008.39
BUILDING CORNER
N:1439771.31
E:3128130.89
GATE SECURITY FENCE
7' SIDEWALK
1.5' CURB & GUTTER (TYP.)
HC RAMP
EXISTING 7' SIDEWALK
MONUMENT SIGN/
SCREEN WALL
1.5' OUTFALL CURB
& GUTTER
HANDICAP PARKING SPACE
1.5' OUTFALL
CURB & GUTTER
HANDICAP PARKING
SPACE (TYP.)
SCREEN WALL
GATE
GATE
8' SIDEWALK
CONCRETE SIDEWALK CROSSING
CONNECT TO
EXISTING SIDEWALK
CONNECT TO
EXISTING SIDEWALK
CONNECT TO EXISTING
CURB & GUTTER
SCREEN WALL
PROPOSED FIRE HYDRANT
8' SIDEWALK
BIOSWALE (TYP.)
PROPOSED
FIRE HYDRANT
2' CONCRETE PAN
1.5' CURB & GUTTER (TYP.)
PROPOSED FIRE HYDRANT
POTENTIAL FUTURE DRIVE
EXISTING BUILDING TO
REMAIN UNTIL PHASE 2
DEMOLITION (SEE NOTE 8)
CONCRETE PAVERS
CONCRETE PLAZA
SWALE
PROPOSED FIRE HYDRANT
SWALE
12'
12'
15'
6'
45'
55.86'
128.67'
112.93'
EMERGENCY ACCESS
ESMT. (TYP)
27'
30'
27'
DROP-OFF AREA
40'
14'
EMERGENCY ACCESS
ESMT. (TYP.)
10' ACCESS EASEMENT
(BY SEPARATE DOC.)
30'
24'
EMERGENCY ACCESS
ESMT. (TYP.)
26'
30'
30'
24'
24'
26'
120'
23.28'
PULL-OFF FOR TRUCK/
TRASH TRUCK MOVEMENTS
GENERATORS
ENCLOSURE
(SEE ARCH. PLANS)
PROPOSED POND
(SEE NOTE 10)
POTENTIAL FUTURE
PARKING AREA
POTENTIAL FUTURE DRIVE
EXISTING CHAINLINK FENCE SECURITY FENCE
POTENTIAL FUTURE
EXPANSION AREA
BUILDING CORNER
N:1439771.45
E:3128197.97
EAST HORSETOOTH ROAD
UNION PACIFIC RAILROAD
HQ BUILDING
MICROWAVE
BUILDING
POOL CAR
WAREHOUSE
EXISTING
E&O
BUILDING
4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH
TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY
URBAN AREA STREET STANDARD DETAILS.
5. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS.
PRIVATE ONSITE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS
OTHERWISE NOTED.
6. ALL PAVING AREAS NOT DESIGNATED AS "MEDIUM DUTY" OR "HEAVY DUTY"
SHALL CONSIST OF "LIGHT DUTY" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
7. THE EXISTING ASPHALT PAVEMENT OF THE ACCESS FROM DANFIELD COURT
SHALL BE RECONSTRUCTED TO MEET THE MINIMUM HEAVY DUTY
PAVEMENT SECTION.
8. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS MAY BE DEMOLISHED.
9. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION OR THE
PLACEMENT OF PROPOSED CURB AND GUTTER ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. THE PROPOSED POND SHALL BE LINED PER THE GEOTECHNICAL LINING
DESIGN PROVIDED BY TERRACON CONSULTANTS. REFER TO THE LINING
DESIGN DOCUMENTS FOR ADDITIONAL INFORMATION.
11. PROPOSED EASEMENTS AS SHOWN ON THIS DRAWING SHALL BE
DEDICATED BY SEPARATE DOCUMENT.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED BUILDING
PROPOSED PAVEMENT STRIPING
MEDIUM DUTY PAVEMENT
SECTION (SEE NOTE 6)
INFLOW CURB & GUTTER
T CURB & GUTTER TRANSITION
PROPOSED ASPHALT
PAVEMENT
HEAVY DUTY PAVEMENT
SECTION (SEE NOTE 6)
PROPOSED EASEMENT
10' ACCESS EASEMENT
(BY SEPARATE DOC.)
EXISTING 6'
UTILITY ESMT.
107.5' RIGHT-OF-WAY 50' RIGHT-OF-WAY
R.O.W.
WIDTH VARIES
R.O.W.
WIDTH
VARIES
EXISTING ACCESS ESMT.
(WIDTH VARIES)
PROPERTY CORNER
N:1439603.64
E:3128777.93
PROPERTY CORNER
N:1439650.89
E:3128818.46
PROPERTY CORNER
N:1440123.32
E:3128825.77
PROPERTY CORNER
N:1440122.09
E:3128216.61
EXISTING 10'
UTILITY ESMT.
SOUTHEAST CORNER
S30, T.7N., R68W
N00° 16' 53"W 291.91'
S89° 53' 04"W 609.16'
N01° 28' 57"W 11
N40° 37' 30"E 62.25'
N08° 23' 39"E 45.39'
N00° 02' 40"W 49.64'
N20° 55' 36"W 31.47'
N13° 19' 41"E 58.14'
19' (TYP.)
2' CONCRETE PAN
2' CONCRETE PAN
HANDICAP PARKING SPACE
9' (TYP.)
CONCRETE PLAZA
EXISTING 7' SIDEWALK
1.5' CURB & GUTTER (TYP.)
1.5' CURB
& GUTTER
(TYP.)
1.5' OUTFALL
CURB & GUTTER
7' SIDEWALK
BUILDING CORNER
N:1439909.72
E:3128441.52
BUILDING CORNER
N:1439857.71
E:3128468.51
BUILDING CORNER
N:1439820.80
E:3128527.79
BUILDING CORNER
N:1439772.28
E:3128519.76
BUILDING CORNER
N:1439711.74
E:3128375.24
BUILDING CORNER
N:1439779.92
E:3128335.99
MONUMENT SIGN/
SCREEN WALL
HC RAMP
1.5' CURB & GUTTER (TYP.)
R.O.W.
R.O.W.
ROLL OFF DUMPSTER
RECYCLABLES
2' CONCRETE PAN
PROPOSED SIDEWALK
19' (TYP.)
17'
17' (TYP.)
17' (TYP.)
17' (TYP.)
19' (TYP.)
17' (TYP.)
9' (TYP.)
CONNECT TO EXISTING
CURB & GUTTER
CONNECT TO
EXISTING SIDEWALK
CONNECT TO
EXISTING SIDEWALK
SECURITY FENCE
2' CONCRETE PAN
PROPOSED FIRE HYDRANT
PROPOSED
FIRE HYDRANT
7' SIDEWALK
GATE SECURITY FENCE
7' SIDEWALK
1.5' OUTFALL CURB
& GUTTER
HANDICAP PARKING SPACE
1.5' OUTFALL
CURB & GUTTER
PROPOSED
FIRE HYDRANT
2' CONCRETE PAN
PROPOSED FIRE HYDRANT
EXISTING BUILDING TO
REMAIN UNTIL PHASE 2
DEMOLITION (SEE NOTE 8)
CONCRETE PAVERS
POTENTIAL FUTURE
EXPANSION
POTENTIAL FUTURE
EXPANSION
2' CONCRETE PAN
SWALE
SWALE
EXISTING POND LIMITS
20' DRAINAGE ESMT.
(BY SEPARATE DOC.)
DRAINAGE EASEMENT
(BY SEPARATE DOC.)
PROPOSED
CURB & GUTTER
EXISTING BUS STOP
PROPOSED CURB & GUTTER
PROPOSED SIDEWALK
12'
12'
15'
6'
45'
55.86'
128.67'
112.93'
EMERGENCY ACCESS
ESMT. (TYP)
27'
30'
27'
GENERATORS
ENCLOSURE
(SEE ARCH. PLANS)
PROPOSED POND
(SEE NOTE 10)
CONCRETE PAVERS
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
HQ BUILDING
MICROWAVE
BUILDING
PROPOSED
POND
EXISTING
HEADQUARTERS
URBAN AREA STREET STANDARD DETAILS.
5. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS.
PRIVATE ONSITE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS
OTHERWISE NOTED.
6. ALL PAVING AREAS NOT DESIGNATED AS "MEDIUM DUTY" OR "HEAVY DUTY"
SHALL CONSIST OF "LIGHT DUTY" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
7. THE EXISTING ASPHALT PAVEMENT OF THE ACCESS FROM DANFIELD COURT
SHALL BE RECONSTRUCTED TO MEET THE MINIMUM HEAVY DUTY
PAVEMENT SECTION.
8. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS MAY BE DEMOLISHED.
9. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION OR THE
PLACEMENT OF PROPOSED CURB AND GUTTER ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. THE PROPOSED POND SHALL BE LINED PER THE GEOTECHNICAL LINING
DESIGN PROVIDED BY TERRACON CONSULTANTS. REFER TO THE LINING
DESIGN DOCUMENTS FOR ADDITIONAL INFORMATION.
11. PROPOSED EASEMENTS AS SHOWN ON THIS DRAWING SHALL BE
DEDICATED BY SEPARATE DOCUMENT.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED BUILDING
PROPOSED PAVEMENT STRIPING
MEDIUM DUTY PAVEMENT
SECTION (SEE NOTE 6)
INFLOW CURB & GUTTER
T CURB & GUTTER TRANSITION
PROPOSED ASPHALT
PAVEMENT
HEAVY DUTY PAVEMENT
SECTION (SEE NOTE 6)
PROPOSED EASEMENT
10' ACCESS EASEMENT
(BY SEPARATE DOC.)
EXISTING 6'
UTILITY ESMT.
107.5' RIGHT-OF-WAY
50' RIGHT-OF-WAY
R.O.W.
WIDTH VARIES
R.O.W.
WIDTH
VARIES
EXISTING ACCESS ESMT.
(WIDTH VARIES)
EXISTING 6'
UTILITY ESMT.
EXISTING 6'
UTILITY ESMT.
60' RIGHT-OF-WAY
EXISTING 6'
UTILITY ESMT.
EXISTING 15'
UTILITY ESMT.
EXISTING 10'
UTILITY ESMT.
PROPERTY CORNER
N:1439601.73
E:3127831.27
PROPERTY CORNER
N:1439603.64
E:3128777.93
PROPERTY CORNER
N:1439650.89
E:3128818.46
PROPERTY CORNER
N:1440123.32
E:3128825.77
PROPERTY CORNER
N:1440683.72
E:3127830.73
PROPERTY CORNER
N:1440615.87
E:3128213.49
PROPERTY CORNER
N:1440122.09
E:3128216.61
EXISTING 10'
UTILITY ESMT.
N40° 37' 30"E 62.25'
N00° 16' 53"W 291.91'
N08° 23' 39"E 45.39'
N13° 19' 41"E 58.14'
N00° 02' 40"W 49.64'
N20° 55' 36"W 31.47'
S89° 53' 04"W 609.16'
N01° 28' 57"W 119.57'
N00° 45' 09"E 81.11'
N00° 10' 46"W 123.29'
N00° 12' 13"W 45.84'
N00° 15' 07"W 124.01'
L
=
1
0
7
.
2
1
'
R
=
5
0
.
0
0
'
∆
=
1
2
2
.
8
6
°
S89° 46' 35"W 328.61'
S00° 01' 43"E 519.58' S00° 01' 43"E 562.41'
N89° 53' 04"E 946.66'
CP-130
CP-128
CP-149
CP-132
CP-147
CP-124
CP-126
CP-142
CP-174 CP-168
CP-170
CP-161
CP-138
CP-159
CP-165
CP-163
CP-155
CP-153
CP-157
CP-106 CP-108
CP-136
CP-140
PROPERTY CORNER
N:1440685.00
E:3128159.33
DRAINAGE EASEMENT
(BY SEPARATE DOC.)
EXISTING 30'
UTILITY ESMT.
EXISTING POND LIMITS
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
DANFIELD COURT
UNION PACIFIC RAILROAD
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
HQ BUILDING
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
POOL CAR
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
PROPOSED
POND
EXISTING E&O
BUILDING
EXISTING
HEADQUARTERS
FLEET PARKING
GARAGE B
CONTROL POINT TABLE
CONTROL POINT #
CP-106
CP-108
CP-124
CP-126
CP-128
CP-130
CP-132
CP-136
CP-138
CP-140
CP-142
CP-147
CP-149
CP-153
CP-155
CP-157
CP-159
CP-161
CP-163
CP-165
CP-168
CP-170
CP-174
NORTHING
1440672.65
1440669.99
1440183.44
1439949.56
1439667.78
1439599.49
1439652.45
1439589.09
1439707.72
1440145.86
1440013.82
1439843.42
1439607.75
1440473.69
1440141.65
1440544.12
1439803.92
1439827.42
1440024.67
1439892.76
1439905.86
1439984.74
1439907.50
EASTING
3128209.23
3128557.60
3128834.15
3128820.82
3128823.46
3128712.44
3128329.57
3127807.62
3128190.21
3128417.44
3128707.01
3128732.28
3128521.77
3127939.00
3128181.56
3128087.25
3127923.77
3128173.02
3127885.15
3127980.22
3128480.55
3128195.41
3128329.11
ELEVATION
9909.48
4950.32
4951.27
4952.66
4954.99
4957.28
4958.00
4960.12
4957.25
4953.35
4953.39
4954.59
4957.39
4957.50
4954.74
4955.80
4956.99
4955.79
4955.92
4955.93
4954.93
4956.29
4955.35
BUILDINGS. THIS SHALL INCLUDE, BUT NOT LIMITED TO, TEMPORARY
ROADS, PARKING, UTILITY SERVICES AND DRAINAGE
INFRASTRUCTURE.
· MAINTAIN THE SOUTHERN PORTION OF THE EXISTING POND UNTIL
SUCH TIME THAT EXISTING DRAINAGE TO THE POND CAN BE
REROUTED TO THE PROPOSED DETENTION AND WATER QUALITY
POND.
· CONSTRUCT THE RELOCATED WET POND.
· CONSTRUCT THE PROPOSED HEADQUARTERS BUILDING, THE POOL
CAR GARAGE, AND THE SUBSTATION AND FLEET MAINTENANCE
BUILDINGS.
· CONSTRUCT PROPOSED UTILITY SYSTEMS, INCLUDING WATER,
SANITARY SEWER, STORM DRAINAGE INFRASTRUCTURE, AND DRY
UTILITY SYSTEMS FOR THE CAMPUS THAT DOES NOT CONFLICT WITH
THE EXISTING BUILDINGS TO REMAIN.
PHASE 2
· DEMOLISH THE EXISTING HEADQUARTERS AND E/O BUILDINGS. THIS
SHALL INCLUDE, BUT NOT LIMITED TO, BUILDINGS, ACCESSES,
PARKING, UTILITIES AND DRAINAGE INFRASTRUCTURE.
· DEMOLISH TEMPORARY ITEMS CONSTRUCTED WITH PHASE 1 AND
THAT ARE NO LONGER REQUIRED.
· COMPLETE THE CONSTRUCTION OF PROPOSED UTILITY SYSTEMS,
INCLUDING WATER, SANITARY SEWER, STORM DRAINAGE
INFRASTRUCTURE, AND DRY UTILITY SYSTEMS FOR THE CAMPUS.
PHASE 2
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PHASE 1
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
G
G
G
G
TEMPORARY STORM SEWER
CONSTRUCTED WITH PHASE 1
TEMPORARY SANITARY SERVICE
CONSTRUCTED WITH PHASE 1
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
DANFIELD COURT
UNION PACIFIC RAILROAD
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
HQ BUILDING
MICROWAVE
BUILDING
MAINTENANCE SHOP
/ TRUCK WASH
POOL CAR
WAREHOUSE
SUBSTATION GARAGE
FLEET PARKING GARAGE A
PROPOSED
POND
EXISTING E&O
BUILDING
EXISTING
HEADQUARTERS
FLEET PARKING
GARAGE B
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION
TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
4. COORDINATE REMOVALS OF ALL IRRIGATION EQUIPMENT (PIPING, HEADS,
VALVES, ETC.) WITH THE LANDSCAPE PLANS.
5. THE EXISTING HEADQUARTERS AND ENGINEERING/OPERATIONS (E/O)
BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH TIME THAT
PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR THAT THE
EXISTING BUILDINGS MAY BE DEMOLISHED. REFER TO SHEET C2.00 FOR
ADDITIONAL PHASING REQUIREMENTS.
6. GAS SERVICES TO BE REMOVED DURING PHASE 1 OF DEMOLITION SHALL
ONLY BE REMOVED AFTER TEMPORARY SERVICE TO THE EXISTING E/O
BUILDING HAS BEEN INSTALLED AND IS OPERATIONAL.
7. THE EXISTING MICROWAVE BUILDING SHALL REMAIN FULLY OPERATIONAL
FOR THE DURATION OF THE CONSTRUCTION. ALL UTILITIES SHOWN TO BE
REMOVED THAT SERVICE THE EXISTING MICROWAVE BUILDING MAY ONLY
BE REMOVED AFTER THE EXISTING UTILITIES HAVE BEEN REPLACED AND
PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR THAT THE
EXISTING UTILITIES MAY BE DEMOLISHED.
8. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO
BEGINNING ANY ONSITE DEMOLITION.
9. CONTRACTOR SHALL COORDINATE WITH WATER UTILITIES (970-416-2165) ON
THE ABANDONMENT/REMOVAL OF EXISTING WATER SERVICES. NOTE THAT
THE WATER SERVICE SHALL BE ABANDONED AT THE MAIN PER CITY
REQUIREMENTS.
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
REMOVE EXISTING STORM
REMOVE EXISTING WATER
LIMITS OF DISTURBANCE
GROUND LIGHTING OR LIGHT POLE
REMOVAL
REMOVE EXISTING SANITARY
EXISTING BUILDING
IRRIGATION BOX
REMOVE EXISTING FIBER
REMOVE EXISTING GAS
REMOVE EXISTING TELEPHONE
REMOVE EXISTING CCTV
DANFIELD COURT
OFFSITE PROPERTY OWNED BY:
15' UTILITY EASEMENT
6' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
EXISTING MICROWAVE BUILDING
REMOVE FIBER AND
ELECTRIC LINES
(SEE NOTES 5&7)
REMOVE FIBER AND
ELECTRIC BOXES
(SEE NOTES 5&7)
REMOVE IRRIGATION
EQUIPMENT (SEE NOTE 4)
REMOVE ELECTRIC
BOX (SEE NOTE 7)
REMOVE FIBER BOX
(SEE NOTE 7)
PHASING LINE
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
REMOVE DRAINAGE PIPE
30' UTILITY EASEMENT
PROPERTY LINE
PRIVATE OFFSITE WATER
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION
TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
4. COORDINATE REMOVALS OF ALL IRRIGATION EQUIPMENT (PIPING, HEADS,
VALVES, ETC.) WITH THE LANDSCAPE PLANS.
5. THE EXISTING HEADQUARTERS AND ENGINEERING/OPERATIONS (E/O)
BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH TIME THAT
PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR THAT THE
EXISTING BUILDINGS MAY BE DEMOLISHED. REFER TO SHEET C2.00 FOR
ADDITIONAL PHASING REQUIREMENTS.
6. GAS SERVICES TO BE REMOVED DURING PHASE 1 OF DEMOLITION SHALL
ONLY BE REMOVED AFTER TEMPORARY SERVICE TO THE EXISTING E/O
BUILDING HAS BEEN INSTALLED AND IS OPERATIONAL.
7. THE EXISTING MICROWAVE BUILDING SHALL REMAIN FULLY OPERATIONAL
FOR THE DURATION OF THE CONSTRUCTION. ALL UTILITIES SHOWN TO BE
REMOVED THAT SERVICE THE EXISTING MICROWAVE BUILDING MAY ONLY
BE REMOVED AFTER THE EXISTING UTILITIES HAVE BEEN REPLACED AND
PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR THAT THE
EXISTING UTILITIES MAY BE DEMOLISHED.
8. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO
BEGINNING ANY ONSITE DEMOLITION.
9. CONTRACTOR SHALL COORDINATE WITH WATER UTILITIES (970-416-2165) ON
THE ABANDONMENT/REMOVAL OF EXISTING WATER SERVICES. NOTE THAT
THE WATER SERVICE SHALL BE ABANDONED AT THE MAIN PER CITY
REQUIREMENTS.
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
REMOVE EXISTING STORM
REMOVE EXISTING WATER
LIMITS OF DISTURBANCE
GROUND LIGHTING OR LIGHT POLE
REMOVAL
REMOVE EXISTING SANITARY
EXISTING BUILDING
IRRIGATION BOX
REMOVE EXISTING FIBER
REMOVE EXISTING GAS
REMOVE EXISTING TELEPHONE
REMOVE EXISTING CCTV
EAST HORSETOOTH ROAD
UNION PACIFIC RAILROAD
40' PUBLIC
ACCESS EASEMENT
10' UTILITY EASEMENT
6' UTILITY EASEMENT
107.5' R.O.W.
50' R.O.W.
EXISTING E/O
BUILDING
EXISTING WORKOUT SPACE
EXISTING MICROWAVE BUILDING
EXISTING POOL
CAR BUILDING
EXISTING
CARPENTER
SHOP
EXISTING POND
REMOVE DRAINAGE
PIPE
REMOVE LIGHT POLE
REMOVE CLEAN OUT
REMOVE FIRE HYDRANT
REMOVE FIBER AND
ELECTRIC LINES
(SEE NOTES 5&7)
REMOVE GROUND LIGHT (TYP)
REMOVE FIBER AND
ELECTRIC BOXES
(SEE NOTES 5&7)
REMOVE WATER SERVICE, FIRE
SERVICE AND WATER METER
REMOVE DRAINAGE PIPE
REMOVE ELECTRIC LINE
(SEE NOTES 5&7)
REMOVE FIBER LINE
REMOVE FIBER BOX
REMOVE FIBER BOXES
REMOVE A/C UNIT
REMOVE GROUND LIGHT (TYP)
REMOVE LIGHT POLE (TYP)
REMOVE SANITARY
MANHOLES AND CLEANOUT
REMOVE CLEAN OUT
REMOVE CLEAN OUT
REMOVE CLEAN OUT
REMOVE FIRE HYDRANT
REMOVE ELECTRIC BOXES
REMOVE ELECTRIC BOXES
REMOVE ELECTRIC BOX
REMOVE ELECTRIC
BOX
REMOVE ELECTRIC BOXES
REMOVE ELECTRIC BOX
REMOVE FIBER BOX
REMOVE ELECTRIC BOX
REMOVE ELECTRIC BOXES
REMOVE IRRIGATION
EQUIPMENT (SEE NOTE 4)
REMOVE ELECTRIC
BOX (SEE NOTE 7)
REMOVE FIBER BOX
(SEE NOTE 7)
REMOVE FIBER BOXES
(SEE NOTE 7)
REMOVE ELECTRIC
REMOVE SANITARY MANHOLE BOX (SEE NOTE 7)
REMOVE SANITARY MANHOLE
REMOVE FIBER BOX
REMOVE ELECTRIC LINE
REMOVE WATER SERVICE LINES
REMOVE ELECTRIC LINE
REMOVE ELECTRIC LINE
REMOVE ELECTRIC LINES
REMOVE ELECTRIC LINE
REMOVE FIBER LINE
REMOVE FIBER LINE
REMOVE SANITARY SERVICE LINE
REMOVE GAS, FIBER,
AND ELECTRIC LINES
(SEE NOTES 5-7)
REMOVE 6" WATER SERVICE LINE
WITH PHASE 2
REMOVE IRRIGATION VALVE BOX
REMOVE AND REPLACE
RAW WATER WELL &
INTAKE (SEE IRR. PLANS)
REMOVE INLET
PHASING LINE
PHASING LINE
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
REMOVE A/C UNIT
REMOVE GAS METER
(SEE NOTES 5-6)
REMOVE
GAS METER
REMOVE DRAINAGE PIPE
REMOVE DRAINAGE PIPE
APPROXIMATE EXISTING
IRRIGATION PIPE
APPROXIMATE
PHASE 2 LIMITS
(SEE NOTE 5)
APPROXIMATE EXISTING
IRRIGATION PIPE
PROPERTY LINE
PROPOSED 30' PORTION OF EXISTING
PUBLIC ACCESS EASEMENT TO BE
VACATED BY SEPARATE DOC.
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION
TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
4. COORDINATE REMOVALS OF ALL IRRIGATION EQUIPMENT (PIPING, HEADS,
VALVES, ETC.) WITH THE LANDSCAPE PLANS.
5. THE EXISTING HEADQUARTERS AND ENGINEERING/OPERATIONS (E/O)
BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH TIME THAT
PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR THAT THE
EXISTING BUILDINGS MAY BE DEMOLISHED. REFER TO SHEET C2.00 FOR
ADDITIONAL PHASING REQUIREMENTS.
6. GAS SERVICES TO BE REMOVED DURING PHASE 1 OF DEMOLITION SHALL
ONLY BE REMOVED AFTER TEMPORARY SERVICE TO THE EXISTING E/O
BUILDING HAS BEEN INSTALLED AND IS OPERATIONAL.
7. THE EXISTING MICROWAVE BUILDING SHALL REMAIN FULLY OPERATIONAL
FOR THE DURATION OF THE CONSTRUCTION. ALL UTILITIES SHOWN TO BE
REMOVED THAT SERVICE THE EXISTING MICROWAVE BUILDING MAY ONLY
BE REMOVED AFTER THE EXISTING UTILITIES HAVE BEEN REPLACED AND
PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR THAT THE
EXISTING UTILITIES MAY BE DEMOLISHED.
8. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO
BEGINNING ANY ONSITE DEMOLITION.
9. CONTRACTOR SHALL COORDINATE WITH WATER UTILITIES (970-416-2165) ON
THE ABANDONMENT/REMOVAL OF EXISTING WATER SERVICES. NOTE THAT
THE WATER SERVICE SHALL BE ABANDONED AT THE MAIN PER CITY
REQUIREMENTS.
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
REMOVE EXISTING STORM
REMOVE EXISTING WATER
LIMITS OF DISTURBANCE
GROUND LIGHTING OR LIGHT POLE
REMOVAL
REMOVE EXISTING SANITARY
EXISTING BUILDING
IRRIGATION BOX
REMOVE EXISTING FIBER
REMOVE EXISTING GAS
REMOVE EXISTING TELEPHONE
REMOVE EXISTING CCTV
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
6' UTILITY EASEMENT
EXISTING
HEADQUARTERS
BUILDING
EXISTING WORKOUT SPACE
EXISTING MICROWAVE BUILDING
EXISTING POOL
CAR BUILDING
EXISTING POND
PUBLIC ACCESS EASEMENT
(WIDTH VARIES)
107.5' R.O.W.
50' R.O.W.
40' PUBLIC
ACCESS EASEMENT
6' UTILITY EASEMENT
120' R.O.W.
50' R.O.W.
SECTION CORNER
N:1439553.86
E:3128887.40
REMOVE HEADWALL
REMOVE DRAINAGE PIPE
REMOVE LIGHT POLE (TYP)
REMOVE ELECTRIC LINE
REMOVE A/C UNIT
REMOVE GROUND LIGHT (TYP)
REMOVE LIGHT POLE (TYP)
REMOVE LIGHT POLE (TYP)
REMOVE SANITARY
MANHOLES AND CLEANOUT
REMOVE CLEAN OUT
REMOVE CLEAN OUT
REMOVE CLEAN OUT
REMOVE FIRE HYDRANT
REMOVE FIRE HYDRANT
REMOVE MAILBOX
REMOVE ELECTRIC BOX
REMOVE ELECTRIC BOX
REMOVE ELECTRIC BOX
REMOVE ELECTRIC BOXES
REMOVE ELECTRIC BOX
REMOVE ELECTRIC BOX
REMOVE ELECTRIC BOX
REMOVE ELECTRIC BOXES
REMOVE ELECTRIC
BOX
REMOVE ELECTRIC BOXES
REMOVE ELECTRIC BOX
REMOVE FIBER BOX
REMOVE ELECTRIC BOX
REMOVE ELECTRIC
BOX
REMOVE FIBER BOXES
REMOVE ELECTRIC BOX
REMOVE ELECTRIC
BOX
REMOVE IRRIGATION
EQUIPMENT (SEE NOTE 4)
REMOVE ELECTRIC
BOX (SEE NOTE 7)
REMOVE FIBER BOX
(SEE NOTE 7)
REMOVE ELECTRIC
BOX (SEE NOTE 7)
REMOVE SANITARY MANHOLE
REMOVE FIBER LINE
REMOVE FIBER LINE
REMOVE ELECTRIC LINE
REMOVE WATER SERVICE LINES
REMOVE FIBER LINE
SSMH
RIM=4953.4
INV S 8' PVC=4944.7
INV W 4" PVC=4945.1
INV N 8" PVC=4944.7
REMOVE EXISTING
METER EQUIPMENT
REMOVE IRRIGATION VALVE BOX
REMOVE AND REPLACE
RAW WATER WELL &
INTAKE (SEE IRR. PLANS)
REMOVE INLET
PHASING LINE
PHASING LINE
REMOVE ELECTRIC BOX
REMOVE A/C UNIT
REMOVE GAS METER
(SEE NOTES 5-6)
REMOVE
GAS METER
REMOVE FIBER BOX
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
EXISTING GAS SERVICE
REMOVE GAS SERVICE TO REMAIN
(SEE NOTES 5-6)
REMOVE DRAINAGE PIPE
REMOVE DRAINAGE PIPE
REMOVE DRAINAGE PIPE
APPROXIMATE EXISTING
IRRIGATION PIPE
APPROXIMATE
PHASE 2 LIMITS
(SEE NOTE 5)
PROPOSED 30' PORTION OF EXISTING
PUBLIC ACCESS EASEMENT TO BE
VACATED BY SEPARATE DOC.
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION
TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION OR THE
PLACEMENT OF PROPOSED CURB AND GUTTER ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
6. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES
AND OTHER PLANTINGS SHOWN ON THIS REMOVAL PLAN WITH THE
LANDSCAPE DRAWINGS.
7. CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH THE
EXISTING BUILDINGS WITH THE ARCHITECTURAL DRAWINGS.
8. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS MAY BE DEMOLISHED. REFER TO SHEET
C2.00 FOR ADDITIONAL PHASING REQUIREMENTS.
9. THE EXISTING POND LINING AND EDGING SHALL BE REMOVED. THE
MATERIAL MAY BE HAULED OFF SITE OR PROCESSED AND UTILIZED ONSITE
PER GEOTECHNICAL ENGINEER RECOMMENDATIONS.
10. THE EXISTING POND SHALL BE FILLED USING MATERIAL APPROVED BY THE
GEOTECHNICAL ENGINEER AND APPROPRIATE FOR THE PROPOSED
BUILDING FOUNDATION DESIGN.
11. THE EXISTING ASPHALT PAVEMENT OF THE ACCESS FROM DANFIELD
COURT SHALL BE REMOVED AND RECONSTRUCTED TO MEET THE MINIMUM
HEAVY DUTY PAVEMENT SECTION.
SAWCUT LINE
REMOVE EXISTING
CONCRETE PAVEMENT
OR SIDEWALK
REMOVE EXISTING
ASPHALT
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
REMOVE EXISTING CURB
LIMITS OF DISTURBANCE
TREE REMOVAL (SEE NOTE 6)
REMOVE EXISTING FENCE
REMOVE EXISTING BUILDING
(SEE NOTE 7)
6' UTILITY EASEMENT
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
15' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
30' UTILITY EASEMENT
EXISTING MICROWAVE
BUILDING
REMOVE INLET
REMOVE INLET
REMOVE SHRUBS
REMOVE BOLLARDS
REMOVE CONCRETE
VAULT/STRUCTURE
REMOVE BOLLARDS
REMOVE BOLLARDS
REMOVE SIGNS
REMOVE SIGN
PHASING LINE
PROPERTY BOUNDARY
PROPERTY BOUNDARY
REMOVE TREES AND LANDSCAPING
FEATURES (SEE NOTE 6)
PROPERTY LINE
REMOVE RFENCING
EXISTING PARKING LOT
TO REMAIN
REMOVE CONCRETE PAN
REMOVE CONCRETE AND
ANY UNDERGROUND
STRUCTURES IF APPLICABLE
EXISTING PAVEMENT TO BE
RECONSTRUCTED TO HEAVY
DUTY PAVEMENT SECTION
(SEE NOTE 11)
DANFIELD COURT
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION
TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION OR THE
PLACEMENT OF PROPOSED CURB AND GUTTER ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
6. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES
AND OTHER PLANTINGS SHOWN ON THIS REMOVAL PLAN WITH THE
LANDSCAPE DRAWINGS.
7. CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH THE
EXISTING BUILDINGS WITH THE ARCHITECTURAL DRAWINGS.
8. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS MAY BE DEMOLISHED. REFER TO SHEET
C2.00 FOR ADDITIONAL PHASING REQUIREMENTS.
9. THE EXISTING POND LINING AND EDGING SHALL BE REMOVED. THE
MATERIAL MAY BE HAULED OFF SITE OR PROCESSED AND UTILIZED ONSITE
PER GEOTECHNICAL ENGINEER RECOMMENDATIONS.
10. THE EXISTING POND SHALL BE FILLED USING MATERIAL APPROVED BY THE
GEOTECHNICAL ENGINEER AND APPROPRIATE FOR THE PROPOSED
BUILDING FOUNDATION DESIGN.
11. THE EXISTING ASPHALT PAVEMENT OF THE ACCESS FROM DANFIELD
COURT SHALL BE REMOVED AND RECONSTRUCTED TO MEET THE MINIMUM
HEAVY DUTY PAVEMENT SECTION.
SAWCUT LINE
REMOVE EXISTING
CONCRETE PAVEMENT
OR SIDEWALK
REMOVE EXISTING
ASPHALT
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
REMOVE EXISTING CURB
LIMITS OF DISTURBANCE
TREE REMOVAL (SEE NOTE 6)
REMOVE EXISTING FENCE
REMOVE EXISTING BUILDING
(SEE NOTE 7)
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
40' PUBLIC
ACCESS EASEMENT
10' UTILITY EASEMENT
6' UTILITY EASEMENT
107.5' R.O.W.
50' R.O.W.
REMOVE DRAINAGE
STRUCTURE
EXISTING E/O
BUILDING
EXISTING WORKOUT SPACE
EXISTING MICROWAVE
BUILDING
EXISTING POOL
CAR BUILDING
EXISTING
CARPENTER
SHOP
EXISTING POND
PROPOSED 30' PORTION OF EXISTING
PUBLIC ACCESS EASEMENT TO BE
VACATED BY SEPARATE DOC.
REMOVE BUILDING AND CURB
IN PHASE 1 OF CONSTRUCTION
REMOVE PORTION OF
BUILDING IN PHASE 1 OF
CONSTRUCTION
REMOVE BUILDING IN
PHASE 1 OF CONSTRUCTION
FILL IN EXISTING POND WITH
PHASE 1 CONSTRUCTION
(SEE NOTE 10)
REMOVE INLET
REMOVE INLET
REMOVE GUTTER
REMOVE SHRUBS
REMOVE BOLLARDS AT
FRONT OF BUILDING
REMOVE TREES AND
LANDSCAPING FEATURES
(SEE NOTE 6)
REMOVE
BIKE RACK
REMOVE DRAINAGE
STRUCTURE
REMOVE PAN
REMOVE CONCRETE
SPLASH PAD
REMOVE BOLLARDS AT
FRONT OF BUILDING
REMOVE STOP SIGN
REMOVE BOLLARD
REMOVE STOP SIGN
REMOVE AND REPLACE
WATER WELL AND INTAKE
(SEE IRRIGATION PLANS)
REMOVE STORAGE
UNITS (TYP.)
REMOVE ASPHALT
REMOVE ASPHALT
REMOVE ASPHALT
REMOVE LANDSCAPING FEATURES
(SEE NOTE 6)
REMOVE LANDSCAPING FEATURES
REMOVE AND RESET SIGN
REMOVE CONCRETE
VAULT/STRUCTURE
REMOVE BOLLARDS
REMOVE CONCRETE
OUTLET STRUCTURE
REMOVE AND RESET
HANDICAP SIGN
REMOVE SIDEWALK CHASE
REMOVE SOLAR
PANEL ARRAY
REMOVE SOLAR PANELS
REMOVE EXISTING BUILDING
REMOVE EXISTING BUILDING
PHASING LINE
PHASING LINE
REMOVE BUILDING
IN PHASE 2 OF
CONSTRUCTION
PROPERTY BOUNDARY
REMOVE
CURB WALL
APPROXIMATE
PHASE 2 LIMITS
(SEE NOTE 8)
PROPERTY LINE
REMOVE RFENCING
REMOVE FENCING
REMOVE FENCING
RESET EXISTING STOP SIGN
AT PROPOSED ACCESS
SAWCUT & REMOVE
EXISTING ASPHALT
SAWCUT & REMOVE
EXISTING ASPHALT
EAST HORSETOOTH ROAD
UNION PACIFIC RAILROAD
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION
TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT
TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION OR THE
PLACEMENT OF PROPOSED CURB AND GUTTER ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
6. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES
AND OTHER PLANTINGS SHOWN ON THIS REMOVAL PLAN WITH THE
LANDSCAPE DRAWINGS.
7. CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH THE
EXISTING BUILDINGS WITH THE ARCHITECTURAL DRAWINGS.
8. THE EXISTING HEADQUARTERS, ENGINEERING/OPERATIONS (E/O), AND
MICROWAVE BUILDINGS SHALL REMAIN FULLY OPERATIONAL UNTIL SUCH
TIME THAT PLATTE RIVER POWER AUTHORITY NOTIFIES THE CONTRACTOR
THAT THE EXISTING BUILDINGS MAY BE DEMOLISHED. REFER TO SHEET
C2.00 FOR ADDITIONAL PHASING REQUIREMENTS.
9. THE EXISTING POND LINING AND EDGING SHALL BE REMOVED. THE
MATERIAL MAY BE HAULED OFF SITE OR PROCESSED AND UTILIZED ONSITE
PER GEOTECHNICAL ENGINEER RECOMMENDATIONS.
10. THE EXISTING POND SHALL BE FILLED USING MATERIAL APPROVED BY THE
GEOTECHNICAL ENGINEER AND APPROPRIATE FOR THE PROPOSED
BUILDING FOUNDATION DESIGN.
11. THE EXISTING ASPHALT PAVEMENT OF THE ACCESS FROM DANFIELD
COURT SHALL BE REMOVED AND RECONSTRUCTED TO MEET THE MINIMUM
HEAVY DUTY PAVEMENT SECTION.
SAWCUT LINE
REMOVE EXISTING
CONCRETE PAVEMENT
OR SIDEWALK
REMOVE EXISTING
ASPHALT
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
REMOVE EXISTING CURB
LIMITS OF DISTURBANCE
TREE REMOVAL (SEE NOTE 6)
REMOVE EXISTING FENCE
REMOVE EXISTING BUILDING
(SEE NOTE 7)
SECTION CORNER
N:1439553.86
E:3128887.40
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
PUBLIC ACCESS EASEMENT
(WIDTH VARIES)
6' UTILITY EASEMENT
REMOVE BUILDING IN PHASE
1 OF CONSTRUCTION
REMOVE CONCRETE
POND LINING/EDGING
(SEE NOTE 9)
REMOVE LANDSCAPE WALL
107.5' R.O.W.
50' R.O.W.
40' PUBLIC
ACCESS EASEMENT
6' UTILITY EASEMENT
120' R.O.W.
50' R.O.W.
EXISTING
HEADQUARTERS
BUILDING
EXISTING WORKOUT SPACE
EXISTING MICROWAVE
BUILDING
EXISTING POOL
CAR BUILDING
EXISTING POND
PROPOSED 30' PORTION OF EXISTING
PUBLIC ACCESS EASEMENT TO BE
VACATED BY SEPARATE DOC.
REMOVE SIGN
REMOVE HEADWALL
REMOVE FENCE
REMOVE BUILDING IN PHASE
2 OF CONSTRUCTION
REMOVE PORTION OF
BUILDING IN PHASE 1 OF
CONSTRUCTION
REMOVE BUILDING IN
PHASE 1 OF CONSTRUCTION
FILL IN EXISTING POND WITH
PHASE 1 CONSTRUCTION
(SEE NOTE 10)
REMOVE CURB, GUTTER AND
PAN AT EXISTING ACCESS
REMOVE INLET
REMOVE INLET
REMOVE CURB, GUTTER,
AND PAN AT ACCESS
SAWCUT & REMOVE
EXISTING ASPHALT
REMOVE BOLLARDS AT
FRONT OF BUILDING
REMOVE STOP SIGN
REMOVE BOLLARD
REMOVE STOP SIGN
REMOVE STOP SIGN
REMOVE AND REPLACE
WATER WELL AND INTAKE
(SEE IRRIGATION PLANS)
REMOVE CURB
AND SIDEWALK
REMOVE PAN
REMOVE STORAGE
UNITS (TYP.)
REMOVE ASPHALT
REMOVE ASPHALT
REMOVE ASPHALT
REMOVE ASPHALT
REMOVE STOP SIGN
REMOVE BOLLARD
REMOVE BOLLARDS
AND SIGNS
REMOVE AND RESET
HANDICAP SIGN
REMOVE AND RESET
HANDICAP SIGN
REMOVE LANDSCAPING FEATURES
REMOVE LANDSCAPING FEATURES
(SEE NOTE 6)
REMOVE BOLLARDS REMOVE AND RESET
HANDICAP SIGN
REMOVE LANDSCAPE WALL
REMOVE LANDSCAPE WALL
REMOVE
CURB WALL
REMOVE CURB WALL
REMOVE FLAG POLES
REMOVE SIGN
REMOVE SIGN
PROPERTY BOUNDARY
REMOVE EXISTING BUILDING
REMOVE EXISTING BUILDING
PHASING LINE
PHASING LINE
REMOVE
CURB WALL
APPROXIMATE
PHASE 2 LIMITS
(SEE NOTE 8)
SAWCUT & REMOVE
EXISTING ASPHALT
RESET EXISTING STOP SIGN
AT PROPOSED ACCESS
SAWCUT & REMOVE
EXISTING ASPHALT
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
SSMH
RIM=4951.6
INV W 24" RCP=4943.6
INV E 24" RCP=4943.5
SSMH
RIM=4957.0
INV W 24" RCP=4945.6
INV N 4" PVC=4947.6
INV W 24" RCP=4945.6
SSMH
RIM=4958.0
INV W 24" RCP=4946.4
INV E 24" RCP=4946.3
SSMH
RIM=4956.2
SEPARATOR
SSMH
RIM=4955.5
OIL SEPERATOR
SSMH
RIM=4955.5
OIL SEPERATOR
SSMH
RIM=4955.8
INV W 6" STEEL PIPE=4950.4
INV E 6" STEEL PIPE=4950.3
SSMH
RIM=4956.0
INV S 4" PVC=4953.4
TOP VERTICAL 4" PVC=4953.8
INLET
GRATE=4954.3
INV NW 8" CMP=4953.0
INLET
GRATE=4956.34
INV NE 12" CMP=4951.99
INLET
RIM=4952.5
INV NW 12" RCP=4948.5
INV E 12" RCP=4948.5
INLET
GRATE=4953.0
INV NW 12" RCP=4950.3
INLET
GRATE=4952.4
INV E 12" RCP=4949.6
INLET
GRATE=4952.0
INV W 12" RCP=4949.0
INV N 12" RCP=4948.9
INV E 12" RCP=4948.9
INLET
GRATE=4953.2
INV E 12" RCP=4949.5
INV SE 12" RCP=4949.5
INLET
GRATE=4951.1
INV E 18" RCP=4948.1
INV W 18" RCP=4948.0
INLET
GRATE=4950.5
INV W 18" RCP=4948.0
INV N 18" RCP=4947.7
INLET
GRATE=4954.3
INV SE 12" RCP=4950.2
INV N 12" RCP=4950.2
INLET
GRATE=4953.6
INV S 12" RCP=4949.7
INV SE 12" RCP=4949.7
STORM MH
RIM=4951.0
INV SE 4" PVC=4948.0
INV SW 10" CMP=4947.8
INV N 12" RCP=4947.5
6' UTILITY EASEMENT
6" SANITARY
SEWER SERVICE
EXISTING FIRE
HYDRANTS
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
10" CMP OUTLET
INV. OUT = 4948.14
POND STM
INV 12" CMP=4949.7
EXISTING 6" WATER SERVICE
6" SANITARY
SEWER SERVICE
EXISTING FIRE
HYDRANT
SSMH
RIM=4953.4
INV S 8' PVC=4944.7
INV W 6" PVC=4945.1
INV N 8" PVC=4944.7
PROPERTY LINE
EXISTING
PARKING LOT
40' PUBLIC
ACCESS EASEMENT
15' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
6' UTILITY EASEMENT
PUBLIC ACCESS EASEMENT
(WIDTH VARIES)
6' UTILITY EASEMENT
107.5' R.O.W.
50' R.O.W.
30' UTILITY EASEMENT
PROPOSED 30' PORTION OF EXISTING
PUBLIC ACCESS EASEMENT TO BE
VACATED BY SEPARATE DOC.
EAST HORSETOOTH ROAD
SOUTH TIMBERLINE ROAD
DANFIELD COURT
UNION PACIFIC RAILROAD
OFFSITE PROPERTY OWNED BY:
2001 DANFIELD LLC
EXISTING E/O
BUILDING
EXISTING HQ
EXISTING WORKOUT SPACE
EXISTING MICROWAVE
BUILDING
EXISTING POOL
CAR GARAGE
EXISTING
CARPENTER
SHOP
EXISTING POND
PRIVATE OFFSITE WATER
16. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing
roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas,
construction materials, concrete washout areas, and/or building sites.
CITY OF FORT COLLINS WATERLINE NOTES
1. Water mains shall be DIP with polywrap or PVC with tracer wire.
2. Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved.
3. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with
the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002
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 local entity.
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 local entity engineer. Use of these plans after the
expiration date will require a new review and approval process by the local entity 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 local entity, as beneficiary of said engineer's work,
for any errors and omissions contained in these plans, and approval of these plans by the local entity 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 local entity, 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 sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and
specifications current at the date of approval of the plans by the local entity 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 local entity prior to beginning construction.
10. The developer shall coordinate and cooperate with the local entity, 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 is4.5 feet and the maximum is 5.5 fee 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 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 local entity 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 local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the
storm water utility department. Certification shall be submitted to the storm water 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 Storm Water 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 local entity including but not limited to City of Fort Collins, South Fort Collins Sanitation District and Fort Collins-Loveland Water District 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 local entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in
the development.
19. All recommendations of the preliminary drainage and erosion control study entitled "Platte River Power Authority Headquarters" prepared by United Civil Design Group
LLC, and dated November 14, 2017, 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 local entity 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
local entity engineering inspector (Fort Collins - 221-6605) and the local entity 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 local entity engineer is not available after proper notice of construction activity
has been provided, the developer may commence work in the engineers absence. However, the local entity reserves the right not to accept the improvement if
subsequent testing reveals an improper installation.
24. The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete and prior to the
placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the
developer shall be responsible for a re-design of the subject pavement section or, the developer may use the local entity's 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 local entity
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 local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these elevations conform to the
approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity 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 floodplain 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. (local entity, county or state), 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 local entity 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 local entity engineer, and no site construction activities on Sundays or
holidays, unless there is prior written approval by the local entity.
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 local entity 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 local entity's inspector
at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer.
GENERAL NOTES (CONTINUED)
40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings.
The information shall be as follows:
PROJECT DATUM:
NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE ROAD AND TIMBERLINE ROAD, IN THE TOP OF AN IRRIGATION STRUCTURE
ELEVATION=4938.70
BENCHMARK #2: CITY OF FORT COLLINS 43-01
EAST SIDE OF TIMBERLINE ROAD, AT THE SOUTH ENTRANCE TO C.S.U. RIGDEN FARM, ON THE NORTH END OF THE HEADWALL OF A STORM DITCH.
ELEVATION=4937.02
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.19'.
BASIS OF BEARINGS:
ASSUMING THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 30, T.7N., R.68W., AS BEARING SOUTH 89°53'04" WEST BEING A GRID BEARING OF THE COLORADO STATE
PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, A DISTANCE OF 2653.20 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
NOTE: FOR LOTS 1 AND 2, ALL PLAT BEARINGS WERE ROTATED 0°28'56" COUNTERCLOCKWISE TO COINCIDE WITH THE STATED BASIS OF BEARING.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and
improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's expense, unless otherwise
indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity 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 local
entity engineer and/or the local entity 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 local entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum
period of two years from the date of acceptance.
47. The local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following
private streets: none.
48. Approved variances are listed as follows:
-None.
STREET IMPROVEMENTS 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 local entity 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 local entity 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 local entity engineer.
5. 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 local entity 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 local entity inspector and prior to installation of asphalt. Gutters that hold more than
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 than 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 local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding
surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector.
STORM DRAINAGE NOTES
1. All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development
Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the
plans by the Director who may require that they be made to conform to standards and specifications current at that time.
2. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify
the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating
unknown underground utilities.
3. These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City for
accuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the items on the plans are the final quantities required. The
review shall not be construed in any reason as acceptance of financial responsibility by the City for additional quantities of items shown that may be required during the
construction phase.
4. Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector
(970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is required
before commencing construction activities.
5. Maintenance of onsite drainage facilities shall be the responsibility of the property owners.
6. All recommendations of the preliminary drainage and erosion control study entitled "Platte River Power Authority Headquarters" prepared by United Civil Design Group
LLC, and dated November 14, 2017, shall be followed and implemented.
7. Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to and
approved by the City Stormwater Department. (including the applicable note as set forth below)
For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to the
release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be
submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot.
For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions as
prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified
in the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot.
8. If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State Construction
Dewatering Industrial Wastewater Discharge Permit is required.
9. All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated with
Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer
to the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/.
10. Benchmark: See General Note Number 40.
11. If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required.
12. If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required.
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
CONTACT: KRISTINA WINN
ARCHITECT OF RECORD
BELFORD WATKINS GROUP
425 WEST MULBERRY, SUITE 207
FORT COLLINS, CO 80521
PHONE: 970-212-1243
CONTACT: DON WATKINS
SURVEYOR
KING SURVEYORS
650 EAST GARDEN DRIVE
WINDSOR, CO 80550
PHONE: 970-686-5011
CONTACT: STEVEN PARKS
PROJECT TEAM
UTILITY PROVIDER CONTACT PHONE
Water/Wastewater City of Fort Collins Utilities Shane Boyle (970) 221-6339
Stormwater City of Fort Collins Utilities Shane Boyle (970) 221-6339
Power City of Fort Collins Light & Power Luke Unruh (970) 416-2724
Natural Gas Xcel Energy Stephanie Rich (970) 225-7828
Telecom Centurylink Robert Rulli (970) 490-7503
Cable Comcast Don Kapperman (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and
completeness of the information shown.
UTILITY PROVIDERS
C0.00 COVER SHEET
C0.01 GENERAL & CONSTRUCTION NOTES
C1.00 OVERALL EXISTING CONDITIONS PLAN
C1.01-C1.03 SURFACE REMOVAL PLANS
C1.04-C1.06 UTILITY REMOVAL PLANS
C2.00 OVERALL PHASING PLAN
C3.00 OVERALL HORIZONTAL CONTROL PLAN
C3.01-C3.03 DETAILED HORIZONTAL CONTROL & PAVEMENT PLANS
C4.00 OVERALL UTILITY PLAN
C4.01-C4.03 DETAILED UTILITY PLANS
C4.04-C4.0X UTILITY PROFILES (RESERVED FOR FUTURE SUBMITTAL)
C5.00 OVERALL GRADING PLAN
C5.01-C5.03 DETAILED GRADING PLANS
C5.04-C5.06 GRADING DETAILS (RESERVED FOR FUTURE SUBMITTAL)
C5.07-C5.09 EROSION CONTROL PLANS
C6.00 DRAINAGE PLAN
C7.00-C7.XX CONSTRUCTION DETAILS (RESERVED FOR FUTURE SUBMITTAL)
SHEET INDEX
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
PROJECT COORDINATES
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE ROAD AND TIMBERLINE
ROAD, IN THE TOP OF AN IRRIGATION STRUCTURE
ELEVATION=4938.70
BENCHMARK #2: CITY OF FORT COLLINS 43-01
EAST SIDE OF TIMBERLINE ROAD, AT THE SOUTH ENTRANCE TO C.S.U. RIGDEN FARM,
ON THE NORTH END OF THE HEADWALL OF A STORM DITCH.
ELEVATION=4937.02
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.19'.
BASIS OF BEARINGS:
ASSUMING THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 30, T.7N.,
R.68W., AS BEARING SOUTH 89°53'04" WEST BEING A GRID BEARING OF THE COLORADO
STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM
1983/2011, A DISTANCE OF 2653.20 FEET WITH ALL OTHER BEARINGS CONTAINED
HEREIN RELATIVE THERETO.
NOTE: FOR LOTS 1 AND 2, ALL PLAT BEARINGS WERE ROTATED 0°28'56"
COUNTERCLOCKWISE TO COINCIDE WITH THE STATED BASIS OF BEARING.
NOTE:
1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE
COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY
PURPOSES.
PLANNER/LANDSCAPE
ARCHITECT
BHA DESIGN INC.
1603 OAKRIDGE DRIVE, SUITE 100
FORT COLLINS, CO 80525
PHONE: 970-223-7577
CONTACT: ANGELA MILEWSKI
GEOTECHNICAL ENGINEER
TERRACON CONSULTANTS, INC.
1901 SHARP POINT DRIVE, SUITE C
FORT COLLINS, CO 80525
PHONE: 970-484-0359
CONTACT: ERIC BERNHARDT
PROJECT SITE
HORSETOOTH ROAD
TIMBERLINE ROAD
DANFIELD COURT
UNION PACIFIC RAILROAD
AUTOMATION WAY
EASTBROOK DR
VERMONT DR
CARLTON AVE