HomeMy WebLinkAboutPRECISION TECHNOLOGY - PDP200013 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPROJECT SITE
TECHNOLOGY PARKWAY
LADY MOON DRIVE
ZIEGLER ROAD
CINQUEFOIL LANE
ROCK CREEK DRIVE
PRECISION DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
HARMONY ROAD
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
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1" = N/A
PRECISION TECHNOLOGY
9/16/2020 8:45:19 AM
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COVER SHEET
1
UTILITY PLANS FOR
PRECISION TECHNOLOGY
LOT 2 OF HARMONY TECHNOLOGY PARK FIFTH FILING SITUATED IN THE NORTHWEST QUARTER
OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEPTEMBER 2020
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.
NATE STROUD, PE #52985 DATE
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
OWNER / APPLICANT
PRECISION TECHNOLOGY, LLC
3420 PRECISION DRIVE
FORT COLLINS, CO 80528
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: (970) 530-4044
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
1" = N/A
1" = N/A
PRECISION TECHNOLOGY
9/16/2020 8:45:20 AM
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GENERAL NOTES
2
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their
placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must be
corrected before the 2-year warranty period will begin.
12. The developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City of Fort Collins Traffic Engineer
reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements of the 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.
FORT COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION DISTRICT NOTES
1. All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District standards
and specifications.
2. Construction of water and sewer facilities require a pre-construction meeting with District operations staff prior to construction.
3. Contractor shall notify district inspectors prior to starting work.
4. Contractor shall contact the sanitation district for sewer inspection 48-hours prior to connecting to existing sewer stubs.
5. All commercial domestic services require a reduced pressure backflow prevention device.
6. All water service lines shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade.
7. All District valves shall only be operated by District operations staff.
8. Pipe pressure and vacuum testing shall be witnessed by District inspectors. Waterline bacteria tests shall also be taken by District inspectors.
9. Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the District that includes the dollar value of the
water and sewer improvements, listed separately.
10. As-builts shall be submitted in pdf and dwg to the District for final approval.
11. If groundwater is encountered within depth of sewer construction, manholes must be water-proofed.
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.
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
1" = N/A
1" = N/A
PRECISION TECHNOLOGY
9/16/2020 8:45:20 AM
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GENERAL NOTES
3
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
General Erosion Control Requirements
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolved
by the more stringent requirement controlling.
1) The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity
(here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as
an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants
from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control
Measures and should be used to identify and define what is needed on a project.
2) The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development
Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project.
3) The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of
the construction site.
4) The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to
allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact
protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections
well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before
construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions.
5) The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes
but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for
removal, relocation, or replacement in the course of construction.
6) At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and
ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities
associated with this project.
7) All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities
commencing.
8) As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different,
to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current
state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion
Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions,
with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City.
9) All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not
limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for
City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall
be responsible to comply with all of these aforementioned laws and regulations.
10) The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering,
Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits
or copies shall be made available upon request by the City.
11) The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and
self-inspections, etc. of the Control Measures involved in the construction activities.
12) The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or
LOT 2
HARMONY TECHNOLOGY PARK
FIFTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FOURTH FILING
PORTION OF LOT 2
HARMONY TECHNOLOGY PARK
SECOND FILING
TRACT A
HARMONY TECHNOLOGY PARK
SIXTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FIFTH FILING
PRECISION DRIVE
LOT LINE
LOT LINE
LOT LINE
LOT LINE
9' UTILITY EASEMENT
64' ROW
S89° 53' 52"W 543.76'
S00° 06' 08"E 297.38'
L=15.85' R=643.00'
∆=1.41°
S74° 16' 17"E 314.89'
L
=
1
7
6
.
7
3
'
R
=
5
77
.
0
0
'
∆
=
17
.
55
°
N88° 10' 47"E 63.05'
EXISTING STORM SEWER
EXISTING 8" PVC SANITARY SEWER
EXISTING 12" WATER
30' UTILITY
& DRAINAGE
EASEMENT
45' UTILITY & DRAINAGE
EASEMENT
EXISTING BARRIER C&G
PROPERTY CORNER
N:1432216.26
E:3136472.75
BUILDING CORNER
N:1432578.05
E:3135943.66
5' SIDEWALK
STRUCTURAL WALL (SEE STRUCTURAL PLANS)
EXISTING SIDEWALK
PAVEMENT PATCH
6' SIDEWALK
CONNECT TO EXISTING SIDEWALK
PROPERTY CORNER
N:1432622.08
E:3135916.12
PROPERTY CORNER
N:1432623.05
E:3136459.88
BICYCLE
PARKING
ADA RAMP
PROPOSED STAIRS
LOT 2
HARMONY TECHNOLOGY PARK
FIFTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FOURTH FILING
PORTION OF LOT 2
HARMONY TECHNOLOGY PARK
SECOND FILING
TRACT A
HARMONY TECHNOLOGY PARK
SIXTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FIFTH FILING
PRECISION DRIVE
LOT LINE
LOT LINE
LOT LINE
LOT LINE
9' UTILITY EASEMENT
64' ROW
30' UTILITY & DRAINAGE EASEMENT
45' UTILITY & DRAINAGE
EASEMENT
EXISTING CURB & GUTTER
N00° 06' 08"W 297.38'
N89° 53' 52"E 543.76'
S01° 49' 13"E 201.84'
S01° 49' 13"E 205.50'
S88° 10' 47"W 63.05'
L
=
1
76.
73
'
R
RD
RD
RD
RD RD
RD
RD
RD
RD
OVF
OVF
OVF
OVF OVF
OVF
OVF
OVF
OVF RD
OVF RD OVF RD
64' ROW
LOT 2
HARMONY TECHNOLOGY PARK
FIFTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FOURTH FILING
PORTION OF LOT 2
HARMONY TECHNOLOGY PARK
SECOND FILING
TRACT A
HARMONY TECHNOLOGY PARK
SIXTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FIFTH FILING
PRECISION DRIVE
9' UTILITY EASEMENT
30' UTILITY & DRAINAGE EASEMENT
45' UTILITY & DRAINAGE
EASEMENT
EXISTING STORM SEWER
EXISTING 8" PVC SANITARY SEWER
EXISTING 12" WATER
EXISTING GAS LINE
EXISTING ELECTRIC
EXISTING FIBER/TELECOM
LOT LINE
LOT LINE
LOT LINE
LOT LINE
PROPOSED BUILDIING
FFE = 4916.50
POND OUTLET STRUCTURE
EX INV. = 4903.84 (E)
POND OUTLET STRUCTURE
BIORETENTION POND A
ROOF DRAIN LINE
(SEE SHEET XXX)
STORM LINE 1
(SEE SHEET XXX)
ROOF DRAIN LINE
(SEE SHEET XXX)
RD
RD
RD
RD RD
RD
RD
RD
RD OVF
OVF
OVF
OVF OVF
OVF
OVF
OVF
OVF RD
OVF RD OVF RD
8.50 LP
9.50
11.00 LP
13.26 LP
12.25 LP
8.50 LP
12.93 LP
14.14 LP
14.67 HP
GRADE BREAK
GRADE BREAK
12.50 HP
GRADE BREAK
12.32 LP
12.50
16.00
12.50
16.50
16.50
16.50
16.50
16.50
16.00
15.89
16.14
14.18
14.42
15.54
16.00
16.50
16.00
9.07 HP
9.07 HP
10.50
13.04
12.68
12.45
11.47
10.94
15.27
15.51
15.09
14.86
14.76
RD
RD
RD
RD RD
RD
RD
RD
RD
OVF
OVF
OVF
OVF OVF
OVF
OVF
OVF RD OVF
OVF RD
RD
OVF
A1.6
0.50 0.95
1.00
A1.5
0.46 0.95
1.00
A1.4
0.45 0.95
1.00
A1.3
0.47 0.95
1.00
A1.2
0.06 0.95
1.00
A1.1
0.06 0.95
1.00
C1.1
0.04 0.95
1.00
C1.2
0.06 0.95
1.00
C1.3
0.13 0.95
1.00
C1.4
0.10 0.95
1.00
C1.5
0.06 0.95
1.00
C1.6
0.06 0.95
1.00
A4
0.09 0.95
1.00
A3
0.17 0.86
1.00
A2
0.12 0.87
1.00
A1
0.29 0.25
0.31
E1
0.11 0.52
0.66
F1
0.08 0.25
0.31
F2
0.38 0.66
0.83 B2
0.53 0.83
1.00
B1
0.04 0.25
0.31
C1
0.59 0.47
0.58
D1
0.09 0.44
0.55
LOT 2
HARMONY TECHNOLOGY PARK
FIFTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FOURTH FILING
PORTION OF LOT 2
HARMONY TECHNOLOGY PARK
SECOND FILING
TRACT A
HARMONY TECHNOLOGY PARK
SIXTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FIFTH FILING
PRECISION DRIVE
PROPOSED BUILDIING
FFE = 4916.50
EXISTING STORM SEWER
LOT LINE
LOT LINE
LOT LINE
LOT LINE
POND OUTLET STRUCTURE
POND OUTLET STRUCTURE
BIORETENTION POND A
BIORETENTION POND B
DRAINAGE SWALE
1.5' SPILL C&G
1.5' CATCH C&G
1.5' SPILL C&G
1.5' CATCH C&G
ROOF DRAIN LINE
(SEE SHEET XXX)
STORM LINE 1
(SEE SHEET XXX)
1.5' SPILL C&G
1.5' CATCH C&G
CURB CUT
CURB CUT
ROOF DRAIN LINE
(SEE SHEET XXX)
TRENCH DRAIN
STORM LINE 1
(SEE SHEET XXX)
EXISTING BIORETENTION POND
9' UTILITY EASEMENT
30' UTILITY & DRAINAGE EASEMENT
45' UTILITY & DRAINAGE
EASEMENT
DRAINAGE EASEMENT
24' EMERGENCY ACCESS EASEMENT
24' EMERGENCY ACCESS EASEMENT
DRAINAGE EASEMENT
DRAINAGE EASEMENT
CURB CUT
64' ROW
20' UTILITY EASEMENT
24' EMERGENCY ACCESS EASEMENT
DRAINAGE EASEMENT
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
1" = 30'
1" = N/A
PRECISION TECHNOLOGY
NORTH
9/16/2020 8:45:33 AM
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DRAINAGE PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
8
X.XX
XX.X X.XX
X BASIN DESIGNATION
BASIN AREA (ACRE)
5 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
DESIGN POINT
FLOW DIRECTION
DP
D1
LEGEND
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, AND THE BIORETENTION PONDS
SHALL BE MAINTAINED BY THE PROPERTY OWNER AND FOLLOW
APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN
DEVELOPMENT AGREEMENT.
3. SEE GRADING PLANS (SHEET C4.00) FOR MORE DETAIL ON POND
AND SITE GRADING.
NOTES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
DRAINAGE SUMMARY
POND SUMMARY
LOW IMPACT DEVELOPMENT TREATMENT SUMMARY
Pond A Pond B
LID WQCV REQUIRED 2,541 CF 494 CF
LID WQCV PROVIDED 2,610 CF 648 CF
BOTTOM OF POND ELEVATION 4,908.50 4,911.00
LID WQCV WATER SURFACE ELEVATION 4,909.50 4,912.00
TOP OF POND ELEVATION 4,910.50 4,912.50
Proposed Basins
Basin Area %I C2 C100 Q2 Q100
(acre) (cfs) (cfs)
A1 0.27 2% 0.25 0.31 0.18 0.79
A2 0.12 86% 0.87 1.00 0.30 1.20
A3 0.17 86% 0.86 1.00 0.42 1.70
A4 0.09 90% 0.95 1.00 0.25 0.90
A1.1 0.06 90% 0.95 1.00 0.17 0.64
A1.2 0.06 90% 0.95 1.00 0.16 0.58
A1.3 0.47 90% 0.95 1.00 1.26 4.63
A1.4 0.45 90% 0.95 1.00 1.21 4.43
A1.5 0.46 90% 0.95 1.00 1.23 4.53
A1.6 0.50 90% 0.95 1.00 1.34 4.93
A Total 2.64 81% 0.87 1.00 6.52 24.35
B1 0.06 2% 0.25 0.31 0.05 0.20
B2 0.53 81% 0.83 1.00 1.16 5.24
B Total 0.59 73% 0.76 0.95 1.21 5.44
C1 0.59 29% 0.47 0.58 0.55 2.48
C1.1 0.04 90% 0.95 1.00 0.12 0.43
C1.2 0.06 90% 0.95 1.00 0.16 0.57
C1.3 0.13 90% 0.95 1.00 0.34 1.24
C1.4 0.10 90% 0.95 1.00 0.28 1.01
C1.5 0.06 90% 0.95 1.00 0.15 0.57
C1.6 0.06 90% 0.95 1.00 0.15 0.56
C Total 1.03 55% 0.67 0.84 1.74 6.86
D1 0.09 26% 0.44 0.55 0.12 0.50
E1 0.11 37% 0.52 0.66 0.17 0.73
F1 0.08 2% 0.25 0.31 0.06 0.26
F2 0.30 77% 0.78 0.98 0.66 2.88
F Total 0.38 60% 0.66 0.83 0.72 3.15
Proposed Total 4.85 71% 0.78 0.98 10.47 41.03
Basin
Proposed
Impervious
Area (sf)
LID Treatment Area Treated
(sf)
% of Site
Treated (%)
A1 237 Bioretention Pond A 237 0%
A2 4,529 Bioretention Pond A 4,529 3%
A3 6,422 Bioretention Pond A 6,422 4%
A4 3,564 Bioretention Pond A 3,564 2%
A1.1 2,529 Bioretention Pond A 2,529 2%
A1.2 2,276 Bioretention Pond A 2,276 2%
A1.3 18,234 Bioretention Pond A 18,234 12%
A1.4 17,468 Bioretention Pond A 17,468 12%
A1.5 17,868 Bioretention Pond A 17,868 12%
A1.6 19,432 Bioretention Pond A 19,432 13%
A Total 92,558 Bioretention Pond A 92,558 62%
B1 56 Bioretention Pond B 56 0%
B2 18,658 Bioretention Pond B 18,658 13%
B Total 18,714 Bioretention Pond B 18,714 13%
C1 7,588 None 0 0%
C1.1 1,675 None 0 0%
C1.2 2,257 None 0 0%
C1.3 4,905 None 0 0%
C1.4 3,986 None 0 0%
C1.5 2,236 None 0 0%
C1.6 2,211 None 0 0%
C Total 24,859 None 0 0%
D1 1,030 None 0 0%
E1 1,769 None 0 0%
F1 73 None 0 0%
F2 9,880 None 0 0%
F Total 9,953 None 0 0%
Total Site 148,882 111,271 75%
15.07
15.55
14.98
14.56
14.42
14.40
14.66
14.90
14.49
14.57
14.43
14.27 14.27
14.70
14.94
16.27
12.39
15.13
15.69
15.35
15.67
15.39
15.30
15.25
15.63
14.88
15.63
15.07
16.95
16.50
15.63
15.64
16.10
16.10
16.51
16.00
16.00
16.00
16.00
16.00
16.50
16.50
16.75
13.83
13.10
13.18
13.42
13.82
13.66
14.22
14.17
13.71
13.98 14.13
13.42
13.08
12.41
12.52
11.00
10.44
10.72
11.21
2.0%
4.0%
11.33
10.83
15.29GB
2.0%
2.0%
2.0%
1.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4.4%
17.42
17.32
2.0%
2.0%
2.0%
2.0%
2.7%
2.5%
2.2%
2.7%
3.7%
3.3%
2.6%
1.8%
1.5%
2.1%
5.0%
5.0%
3.6%
3.2%
2.8%
3.1%
4.2%
4.6%
5.2%
4.3%
2.0%
1.3%
4.1%
5.0%
4.3%
7.3%
2.1%
1.6%
3.4%
10.4%
7.8%
13.6%
9.7%
9.8%
26.6%
26.0%
7.7%
16.2%
15.2%
9.6%
23.3%
23.7%
20.4%
8.7%
17.4%
8.4%
21.0%
21.5%
25.0%
27.2%
26.0%
23.8%
26.3%
24.9%
2.6%
24.5%
29.2%
26.3%
25.7%
20.1%
2.0%
15.97
15.71
16.32
16.14
16.29 16.05
2.0%
0.6%
LOT 2
HARMONY TECHNOLOGY PARK
FIFTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FOURTH FILING
PORTION OF LOT 2
HARMONY TECHNOLOGY PARK
SECOND FILING
TRACT A
HARMONY TECHNOLOGY PARK
SIXTH FILING
LOT 1
HARMONY TECHNOLOGY PARK
FIFTH FILING
PRECISION DRIVE
9' UTILITY EASEMENT
64' ROW
30' UTILITY & DRAINAGE EASEMENT
45' UTILITY & DRAINAGE
EASEMENT
EXISTING STORM SEWER
LOT LINE
LOT LINE
LOT LINE
LOT LINE
EXISTING STORM SEWER
POND OUTLET STRUCTURE
BIORETENTION POND A
DRAINAGE SWALE
1.5' SPILL C&G
1.5' CATCH C&G
1.5' SPILL C&G
1.5' CATCH C&G
ROOF DRAIN LINE
(SEE SHEET XXX)
STORM LINE 1
(SEE SHEET XXX)
1.5' SPILL C&G
1.5' CATCH C&G
CURB CUT
CURB CUT
ROOF DRAIN LINE
(SEE SHEET XXX)
TRENCH DRAIN
STORM LINE 1
(SEE SHEET XXX)
POND OUTLET STRUCTURE
EX INV. = 4903.84 (E)
EXISTING BIORETENTION POND
18" RCP W/ FES
INV. = 4913.18
BIORETENTION
POND B
PROPOSED BUILDIING
FFE = 4916.50
TOP OF POND AND OVERFLOW WEIR
ELEV. 4910.50
EXPOSE FFE AS SHOWN
(SEE NOTE 5)
TOP OF POND
ELEV. 4912.50
EXPOSE FFE AS SHOWN FOR LOADING DOCK
(SEE NOTE 5)
DRAINAGE EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY ACCESS EASEMENT
DRAINAGE EASEMENT
DRAINAGE EASEMENT
OFFSITE EMERGENCY
ACCESS EASEMENT
EXISTING 24' EMERGENCY
ACCESS EASEMENT
CURB CUT
20' UTILITY EASEMENT
24' EMERGENCY ACCESS EASEMENT
DRAINAGE EASEMENT
FUTURE SIDEWALK CONNECTION (BY OTHERS)
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
1" = 30'
1" = N/A
PRECISION TECHNOLOGY
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C:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C4.00 - OVERALL GRADING & EC PLAN.DWG
C4.00 - OVERALL GRADING & EC PLAN
SME NKS
C4.00
8
OVERALL GRADING & EROSION CONTROL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
7
SPILLWAY STRUCTURE
SWALE FLOWLINE
WALL
INLET PROTECTION
CULVERT INLET
PROTECTION
ROCK SOCK
SEDIMENT CONTROL LOG
RIPRAP
PERMANENT SEEDING
CONSTRUCTION
STAGING PAD
CONCRETE WASHOUT AREA
EROSION CONTROL
BLANKET
SILT FENCE
STABILIZED STAGING AREA
VEHICLE TRACKING
CONTROL
SLOPE PROTECTION
A B G T W
FHA LOT TYPE (A, B,
GARDEN, WALKOUT,
OR TRANSITION)
90.30
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL
3.13
EXISTING GRADE
10.0%
4.0:1
(10.0%)
(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED MAJOR
CONTOUR
PROPOSED MINOR
CONTOUR
PROPOSED BUILDING PAD
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. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK
UNLESS OTHERWISE NOTED.
3. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER
THE LANDSCAPE PLANS.
4. NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS
DRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON
THE ARCHITECTURAL PLANS.
5. FOR FINISHED GRADES ADJACENT TO THE BUILDING THAT ARE
BELOW THE FINISHED FLOOR ELEVATION BY MORE THAN 6-INCHES,
REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS
FOR FOUNDATION REQUIREMENTS.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA = 211,316 SF (4.85 ACRES).
2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL
LANDSCAPE PLAN FOR DETAILS.
3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT
CONTROL CONSTRUCTION PLAN NOTES.
4. EROSION CONTROL PRACTICES, SITE PROTECTION, AND
REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
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 THE APPROPRIATE SEED MIX AND INSTALLATION
METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS.
8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE
USED:
9. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND
SURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.
INGREDIENT % AVAILABLE
BY WEIGHT
APPLICATION
RATE IN
LBS/ACRE
NITROGEN 13 65
POTASSIUM 16 80
POTASSIUM M 120
PROJECT: PRCS TECH ii
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS (if applicable)
CONSTRUCTION FENCE (if applicable)
ROCK SOCKS
CONCRETE WASHOUT AREA
(if applicable)
TEMPORARY SEEDING
INLET PROTECTION (EXIST. & PROP.)
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 BMPs.
MOBILIZATION DEMOLITION
UTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL LANDSCAPING
PHASE OF CONSTRUCTION & STABILIZATION
EROSION CONTROL SEQUENCING
STORM LINE 1
(SEE SHEET XXX)
EXISTING BIORETENTION POND
BIORETENTION
POND B
18" RCP W/ FES
INV. = 4913.18
30" RCP
36" RCP
36" RCP
30" RCP
24" RCP
24" RCP
EXISTING GAS MARKER
EXISTING ELECTRIC MARKER
CONNECT TO EXISTING 6" SANITARY SEWER SERVICE STUB
PROPOSED 6" SEWER SERVICE
CONNECT TO 6" BUILDING SANITARY SERVICE
(SEE PLUMBING PLANS AND NOTE 3)
CONNECT TO 6" BUILDING FIRE SERVICE
(SEE PLUMBING PLANS AND NOTE 3)
CONNECT TO 2" BUILDING DOMESTIC SERVICE
(SEE PLUMBING PLANS AND NOTE 3)
FIRE DEPARTMENT CONNECTION (FDC)
(SEE ARCHITECTURAL PLANS)
PROPOSED 6" FIRE SERVICE
PROPOSED 1.5" DOMESTIC SERVICE
1.5" WATER METER
N:1432363.32
E:3136361.59
(UPSIZE TO 2" SERVICE 5'
DOWNSTREAM OF METER)
(SEE NOTE 12)
1.5" SERVICE TAP
N:1432166.15
E:3136386.87
CONNECT TO EXISTING 12" WATER
12"x6" WET TAP W/ T.B.
6" G.V. (N)
N:1432166.26
E:3136389.87
F.H. ASSEMBLY
N:1432564.11
E:3136385.35
BTM. FLANGE EL=4915.0
WATERLINE LOWERING
(SEE SHEET XXX FOR MORE INFO)
CONNECT TO EXISTING 12" WATER
12"x6" WET TAP W/ T.B.
6" G.V. (N)
N:1432166.47
E:3136395.87
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
6" 11.25° BEND
N:1432300.30
E:3136407.58
WATERLINE LOWERING
(SEE SHEET XXX FOR MORE INFO)
WATERLINE LOWERING
(SEE SHEET XXX FOR MORE INFO)
6" 90° BEND
6" G.V. (W)
N:1432564.12
E:3136407.12
N00° 07' 16"W 73.62'
N11° 08' 55"E 61.38'
N00° 06' 05"W 263.82'
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY ACCESS EASEMENT
DRAINAGE EASEMENT
DRAINAGE EASEMENT
OFFSITE EMERGENCY
ACCESS EASEMENT
EXISTING 24' EMERGENCY
ACCESS EASEMENT
20' UTILITY EASEMENT
TRANSFORMER PAD
24' EMERGENCY ACCESS EASEMENT
6" 11.25° BEND
N:1432240.08
E:3136395.71
DRAINAGE EASEMENT
DRAINAGE EASEMENT
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
1" = 30'
1" = N/A
PRECISION TECHNOLOGY
NORTH
9/16/2020 8:45:28 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C3.00 - UTILITY PLAN.DWG
C3.00 - UTILITY PLAN
SME NKS
C3.00
8
OVERALL UTILITY PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
6
CABLE TV LINE
ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
G GAS METER
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE
CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM PIPE
TELEPHONE LINE
FIRE DEPARTMENT
CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTAL
LEGEND
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 PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS
AND POWER LINE ROUTING FOR SITE LIGHTING.
5. 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.
6. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'.
MAXIMUM COVER SHALL BE 5.5'.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
8. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10. FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES
LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE
PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE
WITH A PRESSURE RATING OF 200 PSI.
11. THE LOCATION OF PROPOSED DRY UTILITIES AS 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.
12. WATER TAP AND METER SIZING SHOWN SHALL BE CONFIRMED WITH
THE INTERNAL DESIGN OF THE BUILDING. CONTRACTOR SHALL
CONFIRM SIZING WITH ARCHITECT PRIOR TO CONSTRUCTION.
NOTES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
=
5
7
7
.
00
'
∆
=
1
7.
5
5
°
N74° 16' 17"W 314.89'
L=15.85' R=643.00'
∆=1.41°
PROPERTY CORNER
N:1432421.32
E:3136466.29
EXISTING SIDEWALK
PROPERTY CORNER
N:1432324.70
E:3135916.65
PROPERTY CORNER
N:1432213.73
E:3136402.20
PROPERTY CORNER
N:1432235.23
E:3136235.06
PROPERTY CORNER
N:1432320.59
E:3135931.96
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
BUILDING CORNER
N:1432362.88
E:3135944.04
BUILDING CORNER
N:1432554.70
E:3136311.70
BUILDING CORNER
N:1432284.86
E:3136351.60
PROPOSED STAIRS
CONNECT TO EXISTING SIDEWALK
EXISTING CURB & GUTTER
10.59'
5' SIDEWALK
6' SIDEWALK
17' (TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
24' FL - FL
BIORETENTION POND A
1.5' SPILL C&G
1.5' CATCH C&G
1.5' SPILL C&G
1.5' CATCH C&G
1.5' SPILL C&G
1.5' CATCH C&G
CURB CUT
CURB CUT
8'
5'
8'
8'
8'
DRAINAGE SWALE
24' FL - FL
TRENCH DRAIN
LOADING DOCK AREA
TRENCH DRAIN
STRUCTURAL WALL (SEE STRUCTURAL PLANS)
LANDSCAPE WALL (SEE GRADING & LANDSCAPE PLANS)
FUTURE SIDEWALK CONNECTION (BY OTHERS)
2
TC
3
4
TC
3
3
1
1
1 1
4 4
4 4
2
5.54'
5.66'
5.42'
5.48'
5.09'
LANDSCAPE EDGER
(SEE LANDSCAPE PLANS)
6" CURB
6" CURB
6" CURB 6" CURB
6" CURB
6" CURB
DEPRESSED LANDSCAPE AREA
(SEE GRADING PLANS AND LANDSCAPE PLANS)
DEPRESSED LANDSCAPE AREA
(SEE GRADING PLANS AND LANDSCAPE PLANS)
DEPRESSED LANDSCAPE AREA
(SEE GRADING PLANS AND LANDSCAPE PLANS)
DEPRESSED LANDSCAPE AREA
(SEE GRADING PLANS AND LANDSCAPE PLANS)
DEPRESSED LANDSCAPE AREA
(SEE GRADING PLANS AND LANDSCAPE PLANS)
DEPRESSED LANDSCAPE AREA
(SEE GRADING PLANS AND LANDSCAPE PLANS)
BIORETENTION
POND B
PROPOSED BUILDIING
FFE = 4916.50
5'
5'
DRAINAGE EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY ACCESS EASEMENT
DRAINAGE EASEMENT
DRAINAGE EASEMENT
OFFSITE EMERGENCY
ACCESS EASEMENT
EXISTING 24' EMERGENCY
ACCESS EASEMENT
PROPOSED TYPE III DRIVEWAY APPROACH
PER LCUASS DETAIL 707.1
20' UTILITY EASEMENT
CURB CUT
PROPOSED FIRE HYDRANT
24' EMERGENCY ACCESS EASEMENT
TRANSFORMER PAD
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
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1" = N/A
PRECISION TECHNOLOGY
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C:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWG
C2.00 - HORIZONTAL CONTROL PLAN
SME NKS
C2.00
8
HORIZONTAL CONTROL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
5
CATCH CURB & GUTTER
SPILL CURB & GUTTER
SIDEWALK CHASE
SIDEWALK/TRAIL
CONCRETE PAN
SIGN
PARKING STALL STRIPING
HANDICAP PARKING STALL
DETECTABLE WARNING
BOLLARDS
ASPHALT PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT SECTION
LIGHT POLE
TC TRANSITION CURB FROM
INFLOW TO OUTFLOW CURB
LEGEND
NOTES
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.
LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS
OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND IS
SHOWN FOR INFORMATION ONLY. REFER TO THE
ARCHITECTURAL PLANS FOR COMPLETE GRID LINE
INFORMATION.
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 BIKE RACKS, TRASH RECEPTACLES,
LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED AND
SCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC.
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. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS
UNLESS NOTED OTHERWISE.
6. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY
CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. CURB AND GUTTER ALONG PRECISION TECH DRIVE TO BE
RECONSTRUCTED SHALL BE RECONSTRUCTED USING THE
EXISTING CURB SECTION INCLUDING EDGE OF PAVEMENT
LOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB.
8. 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.
9. REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
11. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION DESIGN AND RECOMMENDATIONS.
12. THE LOCATION AND NUMBER OF FIRE LANE SIGNS SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH LFRA
INSPECTOR ALLEN CRAVEY DURING CONSTRUCTION TO VERIFY
ALL FIRE LANE SIGNS (NUMBER AND LOCATION) PRIOR TO
INSTALLATION.
CONCRETE PAVEMENT
1
ON-SITE SIGNING AND STRIPING KEY
2
3
4
4" SOLID WHITE LINE
ADA PARKING SIGNAGE
ADA PARKING STRIPING
"NO PARKING - FIRE LANE"
SIGN (SEE NOTE 10)
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
BIORETENTION POND A LANDSCAPE WALL DETAIL
NOT TO SCALE
EXPOSED WALL HEIGHT
(VARIES, 30" MAX.)
FINISHED GRADE
(SEE GRADING PLAN)
COMPACTED SUBGRADE
LANDSCAPE WALL
(SEE LANDSCAPE PLANS)
MIN. 30-MIL PVC LINER
WALL DRAIN TO BE
CONNECTED DOWNSTREAM
OF POND OUTLET STRUCTURE
APPROXIMATE EXISTING GROUND
BOTTOM OF
BIORETENTION
POND A
EXISTING GAS LINE
EXISTING ELECTRIC
EXISTING FIBER/TELECOM
2' WIDE SAWCUT
REMOVE EXISTING ASPHAL AND CURB & GUTTER
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING ASPHALT
AND CURB & GUTTER
EXISTING 2.5' VERTICAL CURB & GUTTER
EXISTING FLARED END SECTION TO BE
REMOVED AND REPLACED WITH AREA INLET
(SEE DETAILS AND UTILITY PLANS FOR
MORE INFORMATION)
24" CMP W/ FES
INV. = 4903.84
18" RCP W/ FES
INV. = 4913.18
EXISTING BIORETENTION POND
EXISTING CONCRETE PAN
REMOVE 60 LF OF EXISTING CONCRETE PAN
30" RCP
36" RCP
36" RCP
30" RCP
24" CMP
24" RCP
PROPERTY CORNER
N:1432216.26
E:3136472.75
PROPERTY CORNER
N:1432622.08
E:3135916.12
PROPERTY CORNER
N:1432623.05
E:3136459.88
PROPERTY CORNER
N:1432421.32
E:3136466.29
PROPERTY CORNER
N:1432324.70
E:3135916.65
PROPERTY CORNER
N:1432213.73
E:3136402.20
PROPERTY CORNER
N:1432235.23
E:3136235.06
PROPERTY CORNER
N:1432320.59
E:3135931.96
EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING BARRIER C&G
EXISTING GAS MARKER
EXISTING ELECTRIC MARKER
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING SHRUBS AND
IRRIGATIONS BOXES TO REMAIN
EXISTING SHRUBS, LANDSCAPING, AND
IRRIGATIONS BOXES TO REMAIN
EXISTING TREE TO REMAIN
EXISTING SHRUBS, LANDSCAPING, AND
IRRIGATIONS BOXES TO REMAIN
REMOVE EXISTING TREE AND SHRUBS
REMOVE EXISTING TREE
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING 6" SANITARY SERVICE STUB
EXISTING STORM SERVICE STUB
N01° 49' 13"W 205.50' N01° 49' 13"W 201.84'
REMOVE EXISTING SIDEWALK BARRICADE
PRECISION TECHNOLOGY LLC 9/16/2020
U20015
1" = 30'
1" = N/A
PRECISION TECHNOLOGY
NORTH
9/16/2020 8:45:23 AM
C:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C1.00 - EXISTING CONDITIONS & REMOVALS.DWG
C1.00 - EXISTING CONDITIONS & REMOVALS
SME NKS
C1.00
8
EXISTING CONDITIONS & REMOVALS PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
4
LEGEND
PROPERTY BOUNDARY
RIGHT OF WAY
EASEMENT
CENTERLINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
REMOVE EXISTING CURB &
GUTTER
REMOVE EXISTING FENCE
SAWCUT LINE
REMOVE EXISTING
UTILITY LINE
REMOVE & PATCH
EXISTING ASPHALT
REMOVE & REPLACE
EXISTING CONCRETE
REMOVE EXISTING TREE
REMOVE EXISTING
UTILITY STRUCTURE
1. 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.
2. 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.
3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE
NEAREST JOINT.
4. ALL REPAIRS RELATED TO ROAD IMPROVEMENTS SHALL BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
5. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY
CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6. ALL UTILITY CUTS, BACKFILL, PAVEMENT PATCHING, AND REPAIRS
OF PAVEMENT CUTS TO COMPLY WITH CITY OF FORT COLLINS
STANDARDS.
7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD
CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE
CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL
CONTACT THE ENGINEER.
8. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
9. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER
THE LANDSCAPE PLANS.EROSION CONTROL PRACTICES, SITE
PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW
CITY REGULATIONS.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
11. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
12. WHEN REPLACING THE ASPHALT IN PUBLIC RIGHT-OF-WAY, THE
CITY REQUIRES THAT A CITY INSPECTOR BE PRESENT AND THAT
THE EXISTING DEPTH BE REPLACED, PLUS ONE INCH. THE TOTAL
ASPHALT THICKNESS SHALL NOT BE LESS THAN 4 INCHES.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AND
COORDINATING A TRAFFIC CONTROL PLAN WITH THE CITY OF
FORT COLLINS FOR ANY WORK DONE WITHIN PUBLIC RIGHT OF
WAY.
GENERAL NOTES
EXISTING UTILITIES
GAS LINE
UNDERGROUND TELECOM LINE
WATER LINE
UNDERGROUND ELECTRIC LINE
UNDERGROUND CABLE TV LINE
SANITARY SEWER LINE
IRRIGATION VALVE
FIRE HYDRANT
WATER VALVE
WATER METER
CABLE, GAS, ELECTRIC,
OR TELEPHONE PEDESTALS
LOT LINE
WATER METER PIT
IRRIGATION VALVE BOX
SANITARY SEWER MANHOLE
EXISTING CURB & GUTTER
STORM SEWER LINE
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for
any explanations, interpretations, or supplementary data provided by others.
13) All Control Measures shall be installed in accordance with the Manual.
14) The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.
15) As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In
these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual.
16) Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction
and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor.
17) All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended
function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any drainage way.
18) Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than
the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction
sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.
19) Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and
acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be
submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with
sound engineering and hydrological practices
Land disturbance, Stockpiles, and Storage of Soils
20) There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by
the City. Disturbances beyond these limits will be restored to original condition.
21) Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to
the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing
construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include
when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred.
Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as
much possible.
22) All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from
leaving the site.
23) All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all
times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation,
and/or other permanent erosion control is installed.
24) No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening,
watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code
§12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities
or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior
to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented.
25) All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control
Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and
erosion control report.
26) All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with
Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall
be thoroughly cleaned out.
27) All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the
use of Control Measures.
28) All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have
some form of effective sediment control as the, or as part of the, perimeter control.
29) All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through
use of Control Measures.
30) No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or
permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project
that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control
Inspector. During a season when seeding does not produce vegetative cover, anothertemporary erosion control shall be implemented with or until temporary
seeding or permanent erosion control can be performed.
31) All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those
cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that
down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.
Vehicle Tracking
32) At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at
least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point
where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities).
33) In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located
near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system.
34) City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any
source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for
migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be
removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of
code and shall not be permitted in the street right of way (public or private).
35) If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector.
Loading and Unloading Operations
36) The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to
the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could
impact water quality.
Outdoor Storage or Construction Site Materials, Building Materials, Ferilizers, and Chemicals
37) Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection
and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.
38) Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels,
paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they
should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be
stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The
secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim
stormwater structures or drainage ways and shall be monitored as part of the routine inspections.
Vehicle and equipment maintenance and fueling
39) Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas.
This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be
monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.
Significant Dust or Particulate generating Process
40) The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities
that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All
required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction
activities until the wind subsides as determined by any City Inspectors.
Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment
41) All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control
Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be
monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If
frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures
shall be frequently cleaned out.
42) The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping
wash water on to the dirt or other uncontrolled locations.
Dedicated Asphalt and concrete batch plants
43) Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request
and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The
Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.
Concrete Saw Cutting Materials
44) Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent
material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper
and legal disposal.
Waste Materials Storage and Sanitary Facilities
45) Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures
or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where
not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the
container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers.
46) Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be
located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area.
This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways.
Other Site Operations and Potential Spill Areas
47) Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten any
stormwater conveyance, notify theCity of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or
hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health
Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been
contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately.
48) Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven
to cause entrapment issues.
Final stabilization and project completion
49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility.
50) All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51) All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working
days of final grading.
52) Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through
12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.
53) All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements.
54) All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill
seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other
areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification.
55) All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The
use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been
established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed
will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be
implemented along
with, or until, temporary seeding or permanent erosion control can be performed.
56) The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative
cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction
Control Measures.
57) The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control
Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control
Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at
which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All
measures shall be removed within 30 days after final stabilization is achieved.
58) The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been
reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site
will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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 is 4.5 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 final drainage and erosion control study entitled "PRCS Precision Tech II" prepared by United Civil Design Group LLC, and dated April 22,
2020, 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: FORT COLLINS 3-02
NORTHEAST CORNER OF THE INTERSECTION OF KECTHER ROAD AND ZIEGLER ROAD ON THE NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE.
ELEVATION=4918.60
HORIZONTAL DATUM:
COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.
HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTION
NOTE:
THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.
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 final drainage and erosion control study entitled "PRCS Precision Tech II" prepared by United Civil Design Group LLC, and dated April 22,
2020, 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.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
CONTACT: NATE STROUD
PLANNER/LANDSCAPE ARCHITECT
RUSSELL + MILLS STUDIO
506 S COLLEGE AVE, SUITE A
FORT COLLINS, CO 80524
PHONE: (970) 484-8855
CONTACT:
ARCHITECT
THE ARCHITECTS STUDIO
405 MASON COURT, #115A
FORT COLLINS, CO 80524
PHONE: (970) 482-8125
CONTACT:
SURVEYOR
KING SURVEYORS
650 EAST GARDEN DRIVE
WINDSOR, CO 80550
PHONE: (970) 686-5011
CONTACT: PAUL GROVES
UTILITY PROVIDER CONTACT PHONE
WATER CITY OF FORT COLLINS UTILITIES WES LAMARQUE (970) 416-2418
WASTEWATER SOUTH FORT COLLINS SANITATION DISTRICT CHRIS PLETCHER (970) 226-3104
STORMWATER CITY OF FORT COLLINS UTILITIES MATT SIMPSON (970) 416-2754
POWER CITY OF FORT COLLINS LIGHT & POWER AUSTIN KREAGER (970) 2246152
NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828
TELECOM CENTURYLINK ROBERT RULI (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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
PROJECT COORDINATES
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "3-02"
NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD ON THE NORTHWEST
CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE.
ELEVATION=4918.60
HORIZONTAL DATUM:
COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.
HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTION
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.
2. THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES,
SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
PAGE # SHEET # SHEET NAME
1 C0.00 COVER SHEET
2-3 C0.01-C0.02 GENERAL NOTES
4 C1.00 EXISTING CONDITIONS AND REMOVALS PLAN
5 C2.00 HORIZONTAL CONTROL PLAN
6 C3.00 OVERALL UTILITY PLAN
X C3.XX STORM SEWER AND ROOF DRAIN PLAN & PROFILES
(RESERVED FOR FUTURE SUBMITTALS)
7 C4.00 OVERALL GRADING & EROSION CONTROL PLAN
X C4.XX DETAILED GRADING PLANS(RESERVED FOR FUTURE SUBMITTALS)
8 C5.00 DRAINAGE PLAN
X-XX C6.00 - C6.XX CONSTRUCTION DETAILS (RESERVED FOR FUTURE SUBMITTALS)
PROJECT TEAM SHEET INDEX
VICINITY MAP
1"=500'
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com