HomeMy WebLinkAboutWATERGLEN SOLAR ARRAY - FDP200013 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSJULY 2020
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.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
VICINITY MAP
PROJECT DATUM: NAVD88
BENCHMARKS USED:
CITY OF FORT COLLINS BENCHMARK 4-98, ON THE SOUTH END OF THE WEST ABUTMENT WALL AT I-25 AND VINE
DRIVE.
ELEVATION NAVD88=4987.27 NGVD=4984.08
CITY OF FORT COLLINS BENCHMARK 41-01, ON THE NORTH SIDE OF EAST VINE DRIVE,WEST OF 3024 EAST VINE
DRIVE, ON THE NORTH SIDE OF A ROUND ELECTRICAL VAULT.
ELEVATION NAVD88=4969.72 NGVD=4966.54
CITY OF FORT COLLINS BENCHMARK 5-98, ON A CONCRETE IRRIGATION STRUCTURE, ON THE SOUTH SIDE OF VINE
DRIVE, APPROXIMATELY 100 FEET EST OF 3500 EAST VINE DRIVE.
ELEVATION NAVD88=4971.35 NGVD=4968.16
Lamp Rynearson Inc
Project No. 0218061.01
Date: 10/5/2018
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
A PORTION OF TRACT A - FINAL PLAT WATERGLEN PUD, LOCATED IN THE NORTWEST QUARTER OF THE
NORTHEST QUARTER OF SECTION 4, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL
MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Isaac Tiley
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
ENGINEER ING
N O R T H E RN
UTILITY PLANS FOR
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or
completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing
any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates provided by Primo Utility Locates are based upon the best available information at the time of locating.
CS2
GENERAL & CONSTRUCTION NOTES
Sheet
WATERGLEN SOLAR ARRAY These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
Of 7 Sheets
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
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EC2
EROSION CONTROL DETAILS
VTC
001 CONCRETE WASHOUT AREA VEHICLE TRACKING PAD CONSTRUCTION FENCE w/ ROCK SOCKS
CWA SF
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
SF
Sheet
WATERGLEN SOLAR ARRAY These drawings are
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X
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X X X
BFE=4975.49'
BFE=4979.54'
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
E
ELGIN COURT
GREENFIELDS DRIVE
CAMPFIRE DRIVE
CELTIC LANE
RABIT BRUSH PARK
CANAL ACCESS ROAD
LARIMER & WELD CANAL
LARIMER AND WELD CANAL
HARTSHORN PROPERTIES LLC
ANHEUSER-BUSCH FOUNDATION
TRAILHEAD COMMUNITY ASSOCIATION
CITY OF FORT COLLINS
XS#: 10742
XS#: 11023
XS#: 10454
BFE=4975.45'
4970 (NAVD88)
4972 (NAVD88)
XS#: 10454
XS#: 10454
10' MINIMUM
CLEAR FROM FENCE
(TYPICAL)
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
100' EASEMENT
LARIMER AND WELD CANAL
ROW
UTILITY EASEMENT
75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
150' WETLANDS OFFSET
"NATURAL HABITAT BUFFER ZONE"
(SEE NOTE 12)
50' SETBACK FROM TOP OUTSIDE
OF CANAL "NATURAL HABITAT
BUFFER ZONE" (SEE NOTE 12)
50' SETBACK FROM TOP OUTSIDE OF CANAL
ANHEUSER-BUSCH FOUNDATION
ANHEUSER-BUSCH FOUNDATION
WATERGLEN PUD
TRACT "A"
TRAILHEAD SUBDIVISION
TRACT "C"
WATERGLEN PUD
"TRACT C"
100' EASEMENT
LARIMER AND WELD CANAL
WATERGLEN PUD
EXISTING 20' UTILITY ESAEMENT
PROPOSED 14' EMERGENCY ACCESS ROAD
(CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE)
100' EASEMENT
LARIMER AND WELD CANAL
EXISTING CANAL ACCESS ROAD
100 YEAR FLOODWAY
(PER BOXELDER 6 LOMR)
100 YEAR FLOODPLAIN
(PER BOXELDER 6 LOMR)
PROPOSED
SOLAR ARRAY
END OF CONCRETE WALL
T.O.W. =4978.98'
EXISTING IRRIGATION
PUMP HOUSE
EXISTING IRRIGATION
STRUCTURE
NORTH LINE OF SOUTHEAST 1
4 OF
SECTION 4, T7N, R68W
EXISTING ELECTRIC TRANSFORMER
4975.5' CONTOUR (BFE)
4976.5' CONTOUR (BFE +1')
END OF CONCRETE WALL
T.O.W. =4979.05'
4975.5' CONTOUR (BFE)
4976.5' CONTOUR (BFE +1')
WETLANDS
EXISTING FIRE HYDRANT
WEST LINE OF SOUTHEAST 1
4 OF
SECTION 4, T7N, R68W
EXISTING EDGE OF ACCESS ROAD
EXISTING EDGE OF ACCESS ROAD
EXISTING TOP OF CANAL
COOPER SLOUGH DRAINAGE CENTERLINE
INVERTER AC COMBINER
PANEL & DISCONNECT
FG=4977.5'
GRAVEL ACCESS ROAD
TO EX IRRIGATION
PUMP HOUSE
EXISTING TOP OF CANAL
EXISTING BOTTOM OF CANAL
SECTION LINE
100 YEAR FLOODPLAIN
(PER BOXELDER 6 LOMR)
100 YEAR FLOODWAY
(PER BOXELDER 6 LOMR)
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
LAMP RYNEARSON INC
PROJECT NO. 0218061.01
DATE: 10/5/2018
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
CROSS-SECTION (BOXELDER 6 LOMR)
NOTES:
1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2. THIS PROJECT IS LOCATED WITHIN A CITY-REGULATED 100-YEAR FLOODWAY AND FLOOD
FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE.
3. ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER
THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).
4. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE
RACKS, ETC.) MUST BE ANCHORED.
5. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION
ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDINGS. THE FLOODPLAIN USE PERMIT
FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION.
6. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
7. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL
ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY.
8. REFER TO THE FINAL DRAINAGE & EROSION CONTROL REPORT - WATERGLEN PUD, BY JR
ENGINEERING, DATED 11/6/1998 AND ADDENDUM TO FINAL DRAINAGE & EROSION
CONTROL REPORT - WATERGLEN PUD, BY NORTHERN ENGINEERING DATED 7/21/2020
FOR ADDITIONAL INFORMATION.
9. A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A
CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
10. ALL HVAC EQUIPMENT IS TO BE PLACED AT OR ABOVE THE REGULATORY FLOOD
PROTECTION ELEVATION.
11. HORIZONTAL CONTROL: CITY OF FORT COLLINS GROUND MASTER CONTROL.
12. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE NATURAL HABITAT BUFFER ZONE.
FIELD SURVEY BY:
BENCHMARKS:
PROJECT DATUM: NAVD88
BENCHMARKS USED:
CITY OF FORT COLLINS BENCHMARK 4-98, ON THE SOUTH END OF THE WEST ABUTMENT WALL
AT I-25 AND VINE DRIVE. ELEVATION NAVD88=4987.27 NGVD=4984.08
CITY OF FORT COLLINS BENCHMARK 41-01, ON THE NORTH SIDE OF EAST VINE DRIVE,WEST OF
3024 EAST VINE DRIVE, ON THE NORTH SIDE OF A ROUND ELECTRICAL VAULT. ELEVATION
NAVD88=4969.72 NGVD=4966.54
CITY OF FORT COLLINS BENCHMARK 5-98, ON A CONCRETE IRRIGATION STRUCTURE, ON THE
SOUTH SIDE OF VINE DRIVE, APPROXIMATELY 100 FEET EST OF 3500 EAST VINE DRIVE.
ELEVATION NAVD88=4971.35 NGVD=4968.16
BASE FLOOD ELEVATION (BOXELDER 6 LOMR) 4972 (NAVD88)
100-YR FLOODPLAIN (PER BOXELDER 6 LOMR)
100-YR FLOODWAY (PER BOXELDER 6 LOMR)
XS#: 10742
PROPOSED CDOT CLASS 5 OR 6 ROAD BASE
LEGEND:
EXISTING STORM SEWER
ST
EXISTING IRRIGATION BOX
EXISTING LIGHT POST
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (SIZE VARIES)
EXISTING SANITARY SEWER
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING SECTION LINE
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING LOT LINE
SS
EXISTING OVERHEAD ELECTRIC OHE OHE
E
W
EXISTING WETLAND
FP1
FLOODPLAIN EXHIBIT
7
Sheet
WATERGLEN SOLAR ARRAY These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
Of 7 Sheets
BASE FLOOD ELEVATION
(BFE) = A
BASE FLOOD ELEVATION
(BFE) = A
MECH. /
ELEC.
EQUIPMENT
DETAIL
NTS
MIXED-USE BUILDING
SUMMARY
ELEV. DESIGNATION
PROJECT ELEV.
(NAVD 88)
A 4975.49 FT
B 4976.50 FT
C 4976.50 FT
REGULATORY FLOOD
PROTECTION
ELEVATION
4976.49 FT
MINIMUM BOTTOM OF SOLAR PANEL ELEVATION
(FFE) = C (FFE VARIES, SEE PLAN)
MINIMUM MECH./ELEC. EQUIPMENT
ELEVATION = B
SOLAR PANEL
SOLAR ARRAY
MOUNTING POST ( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
6 Of 7 Sheets
H. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)
General Erosion Control Requirements
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater
Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling.
1. The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as
the
Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other
potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements
and are
outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is needed on a project.
2. The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development Agreement, the Erosion
Control Materials compiled for this project, and the following notes as all these materials are applicable to this project.
3. The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of the construction
site.
4. The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to allow adequate time
for on-site
confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected from sediment and pollutants discharges off site.
Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may
begin without delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions.
5. The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes but is not limited to: trees,
shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal, relocation, or replacement in the course of
construction.
6. At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and ultimately removed in order
to
prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities associated with this project.
7. All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities commencing.
8. As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different, to what is shown on these
plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall
implement whatever measures are determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or
SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be made available
upon request by the City.
9. All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not limited to the
erosion control
reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City, County, State, and Federal regulations with regards to
erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations.
10. The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps
of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or copies shall be made available upon request by the City.
11. The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections, etc. of the Control
Measures involved in the construction activities.
12. The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site conditions around
the
selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any explanations, interpretations, or supplementary
data provided by others.
13. All Control Measures shall be installed in accordance with the Manual.
14. The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.
15. As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to
these
standards may be applied for pursuant to the terms, conditions, and procedures of the Manual.
16. Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and within 24 hours following
a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor.
17. All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended function. All retained sediments,
particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any drainage way.
18. Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than the original Control Measure
that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for
silt
fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.
19. Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and acceptance by the City erosion
control staff before the measure will be allowed to be used on this project. These Control Measures’ details shall be submitted, reviewed and accepted to be in accordance with the
Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices
Land disturbance, Stockpiles, and Storage of Soils
20. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by the City. Disturbances
beyond these limits will be restored to original condition.
21. Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area required for
immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not
exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that
landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive
areas
should avoid clearing and grading activities as much possible.
22. All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from leaving the site.
23. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all times by equipment
tracking,
scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or other permanent erosion control is installed.
24. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening, watering, and down gradient
perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade
or
removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits
shall
have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking
Control Measure shall be implemented.
25. All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control Measures must
be installed at
the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
26. All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with Control Measures. Material
accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be thoroughly cleaned out.
27. All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the use of Control Measures.
28. All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have some form of effective
sediment
control as the, or as part of the, perimeter control.
29. All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use of Control Measures.
30. No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or permanent erosion control
(e.g.
seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is temporarily halted and no immediate activity is
to
resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another
temporary erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed.
31. All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those cases where
houses are
along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that down gradient side to prevent sediment
from
leaving the lot. See the Individual Lot Details for further clarification.
Vehicle Tracking
32. At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at least one structural
tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point where vehicles exit the site. Access points
should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities).
33. In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located near
access points
and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system.
34. City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any source. City Municipal
Code,
§26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked
or
deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and
immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way (public or private).
35. If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector.
Loading and Unloading Operations
36. The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area
or
immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality.
Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals
37. Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection and will generally
be located
where practical at least fifty (50) feet from any permanent or interim drainage ways.
38. Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints, solvents, detergents,
fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building,
etc.)
and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed
(leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50)
feet
from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections.
Vehicle and equipment maintenance and fueling
39. Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located,
where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. All areas shall
keep spill kits and supplies close.
Significant Dust or Particulate generating Process
40. The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive
dust shall
be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall
be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck / equipment
washing, including the concrete truck chute and associated fixtures and equipment
41. All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where
practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall
be
clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control
Measure shall be implemented. These Control Measures shall be frequently cleaned out.
42. The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping wash water on to the dirt
or
other uncontrolled locations.
Dedicated Asphalt and concrete batch plants
43. Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants
associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff
of
any dedicated asphalt, or concrete batch plants that is to be used on site.
Concrete Saw Cutting Materials
44. Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent material from leaving the immediate
site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal.
Waste Materials Storage and Sanitary Facilities
45. Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and
shall
be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other
structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the
construction site free of litter, construction debris, and leaking containers.
46. Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be located as far
as practical
from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical,
at least fifty (50) feet from any permanent or interim drainage ways.
Other Site Operations and Potential Spill Areas
47. Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwater conveyance, notify
the
City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone
only
after Emergency Response (911) has been notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and
the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned
up immediately.
48. Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to cause entrapment
issues.
Final stabilization and project completion
49. Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance
over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility.
50. All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51. All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and per City of Fort Collins Standards 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 or the Erosion Control 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.
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
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SILT FENCE
ELGIN COU
LARIMER & WELD CANAL
CANAL ACCESS ROAD
ANHEUSER-BUSCH FOUNDATION
WATERGLEN PUD
"TRACT A"
100 YEAR FLOODWAY
(PER BOXELDER 6 LOMR)
100 YEAR FLOODPLAIN
(PER BOXELDER 6 LOMR) PROPOSED FENCE
NORTH LINE OF SOUTHEAST
1
4 OF SECTION 4, T7N, R68W
EXISTING END OF
CONCRETE WALL
WATERGLEN PUD
BOUNDRY
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
100' EASEMENT
LARIMER AND WELD CANAL
75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
50' SETBACK FROM TOP OUTSIDE
OF CANAL "NATURAL HABITAT
BUFFER ZONE" (SEE NOTE 6)
SECTION LINE
SILT FENCE
WATERGLEN PUD
EXISTING TOP OF CANAL
EXISTING BOTTOM OF CANAL
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF SF
SF SF
SF SF SF
SF
SF
SF
SF
SF
PRESERVE AND
PROTECT TREE
PRESERVE AND
PROTECT TREE
PRESERVE AND
PROTECT TREES
PRESERVE AND
PROTECT TREE
PRESERVE AND
PROTECT TREES
PRESERVE AND
PROTECT TREE
PRESERVE AND
PROTECT TREES
PROPOSED EMERGENCY
ACCESS EASEMENT
(WIDTH VARIES)
SURFACE OF EMERGENCY ACCESS
ROAD SHALL BE CDOT CLASS 5 OR 6
AGGREGATE BASE COURSE
PROPOSED EMERGENCY
ACCESS EASEMENT
(WIDTH VARIES)
150' COOPER SLOUGH OFFSET
"NATURAL HABITAT BUFFER ZONE"
(SEE NOTE 6)
EC1
EROSION CONTROL PLAN
Sheet
WATERGLEN SOLAR ARRAY These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
Of 7 Sheets
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
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2. TOTAL DISTURBED AREA = 0.87 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE FINAL DRAINAGE & EROSION CONTROL REPORT - WATERGLEN PUD,
BY JR ENGINEERING, DATED 11/6/1998 AND ADDENDUM TO FINAL DRAINAGE &
EROSION CONTROL REPORT - WATERGLEN PUD, BY NORTHERN ENGINEERING FOR
ADDITIONAL INFORMATION.
6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
GENERAL NOTES:
LEGEND:
EXISTING CONTOUR
CURB INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SILT FENCE SF
RIP RAP
AREA INLET PROTECTION
CONCRETE WASHOUT
SF
VTC
CIP
IP
RP
CWA
ROCK SOCK RS
VTC
CWA
SF
SF
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: WATERGLEN SOLAR ARRAY
BEST MANAGEMENT PRACTICES (BMPS) - CONSTRUCTION PHASE MOBILIZATION DEMOLITION
Stabilized Staging Area (SSA)
IMPORT CDOT
ROAD BASE
SOLAR PANEL
INSTALLATION
EXPORT
TOP SOIL DEMOBILIZATION
Concrete Washout Area (CWA)
* All Temporary BMPs to be Removed once Construction is Complete
Vehicle Tracking Pad * (VTC)
Silt Fence (SF)
UTILITIES
INSTALLATION
FINAL
LANDSCAPE
5
SF
SF
SF
SF
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE
TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES
(BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY
DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE
CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES.
2. THE LARIMER COUNTY EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24
HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE.
3. ALL REQUIRED BMPs SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC). ALL OF THEIR 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. PRE-DISTURBANCE VEGETATION SHALL BE 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.
5. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
7. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
8. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
9. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
10. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY
INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION
BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER
PERMANENT EROSION CONTROL IS 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, ET.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
11. THE PROPERTY MUST BE WATER AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT
PROPERTIES, AS DETERMINED BY THE LARIMER COUNTY ENGINEERING DEPARTMENT.
12. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND
REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY
14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED
FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY
SUFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT
TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
13. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
14. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE
THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME
SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
15. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
16. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
17. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
18. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE LARIMER
COUNTY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF
SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
19. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
20. 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 30 DAYS SHALL BE
SEEDED AND MULCHED.
21. LARIMER COUNTY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF
SOILS OR ANY OTHER MATERIAL ONTO CITY STREET BY OR FROM ANY VEHICLE. ANY
INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
22. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. FINAL
STABILIZATION OF SITE AND UNDERNEATH THE SOLAR ARRAYS SHALL BE "UPLAND MIX"
SEED MIXTURE PER THE LANDSCAPING PLANS. FINAL STABILIZATION OF THE SITE AND
UNDERNEATH THE SOLAR ARRAYS SHALL BE IN ACCORDANCE TO THE LANDSCAPING
PLANS.
EROSION CONTROL NOTES: NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
FO
FO FO
FO
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FO FO
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UGE
UGE UGE
UGE
G
W W
X
X X
X
X X
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
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W W
G
G
G
G
G
ELGIN COURT
RABIT BRUSH PARK
CANAL ACCESS ROAD
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
E
ANHEUSER-BUSCH
FOUNDATION
WATERGLEN PUD
"TRACT A"
CITY OF FORT COLLINS
100 YEAR FLOODWAY
(PER BOXELDER 6 LOMR)
100 YEAR FLOODPLAIN
(PER BOXELDER 6 LOMR)
PROPOSED FENCE
EXISTING PUMP HOUSE
EXISTING IRRIGATION
STRUCTURE
INVERTER, AC COMBINER PANEL,
DISCONNECT, & METER ATTACHED
TO REAR OF SOLAR ARRAYS (SEE
SOLAR ARRAY PLANS)
NORTH LINE OF SOUTHEAST
1
4 OF SECTION 4, T7N, R68W
CONNECT SOLAR POWER
SERVICE TO EXISTING
TRANSFORMER
PROPOSED 412 LF OF ELECTRIC
SERVICE FROM PUMP HOUSE
TRANSFORMER TO INVERTER
EXISTING END OF
CONCRETE WALL
WETLANDS
EXISTING FIRE HYDRANT
WEST LINE OF SOUTHEAST
1
4 OF SECTION 4, T7N, R68W
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
SECTION LINE
WATERGLEN PUD
100' EASEMENT
LARIMER AND WELD CANAL
TRAILHEAD SUBDIVISION
"TRACT C"
ANHEUSER-BUSCH FOUNDATION
GRAVEL ACCESS ROAD
TO EX IRRIGATION
PUMP HOUSE
LARIMER & WELD CANAL
EXISTING 20'
UTILITY EASEMENT
100' EASEMENT
LARIMER AND WELD CANAL
50' SETBACK FROM TOP OUTSIDE
OF CANAL "NATURAL HABITAT
BUFFER ZONE" (SEE NOTE 6)
EMERGENCY ACCESS
EASEMENT (WIDTH VARIES)
100' EASEMENT
LARIMER AND WELD CANAL
EXISTING CANAL ACCESS ROAD
EXISTING TOP OF CANAL
ACCESS ROAD TYPICAL SECTION EXISTING BOTTOM OF CANAL
NTS
64' EMERGENCY
TURN AROUND
20'
GATE
54' TURN
AROUND
25' RADIUS
(TYPICAL)
10' MINIMUM
CLEAR FROM FENCE
(TYPICAL)
13' MIN.
(TYPICAL)
PROPOSED SOLAR ARRAY LAYOUT FOR 210 kW-DC TOTAL
(11.1' WIDE PANELS WITH 13' SPACE BETWEEN)
R31'
MATCH INTO BACK OF
EXISTING SIDEWALK
NOTE: EXCAVATE THE EXISTING GROUND TO THE
DEPTH OF THE ROAD SECTION PER GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS. THE TOP OF THE
ROAD SHALL BE FLUSH WITH THE EXISTING GROUND.
14'
16'
EMERGENCY
ACCESS EASEMENT
150' COOPER SLOUGH OFFSET
"NATURAL HABITAT BUFFER ZONE"
(SEE NOTE 9)
"EMERGENCY ACCESS ONLY
- 40 TON" SIGN WITH 5" HIGH
LETTERING
U1
UTILITY PLAN
Sheet
WATERGLEN SOLAR ARRAY These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
Of 7 Sheets
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF ACCESS ROAD CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY A ENGINEER. ALL REPAIRS TO BE IN ACCORDANCE
WITH CITY STREET REPAIR STANDARDS.
7. FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO BUILDING PERMIT AND AN
AS-BUILT SURVEY IS REQUIRED PRIOR TO THE PROJECT COMPLETION TO
DOCUMENT THE REQUIRED FLOOD ELEVATION PROTECTION IS SATISFIED
8. THERE IS TO BE NO GRADING, STORAGE OF MATERIALS OR CONSTRUCTION
ACTIVITY IN THE FLOODWAY. THIS AREA WILL BE STAKED AND FENCED PRIOR TO
CONSTRUCTION.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
10. SEE LANDSCAPE PLANS FOR THE PROPOSED PERIMETER TREATMENTS, INCLUDING
MATERIALS, FENCES, SCREENS, WALLS AND OTHER LANDSCAPING.
11. THIS ROAD WILL BE CONSTRUCTED WITHIN AN EXISTING EASEMENT FOR BOXELDER
SANITATION. WE DO NOT PLAN TO EXCEED THE LIMITS OF THIS EXISTING
EASEMENT AND SHOULD BE ABLE TO CONTAIN THE IMPACTS DURING
CONSTRUCTION TO THIS AREA ONLY. MATERIALS WILL BE STORED ON THE NORTH
END OF THE ROAD AT THE SOLAR FIELD AND THE GROUND WILL BE WORKED NORTH
TO SOUTH.
PROPOSED CDOT CLASS 5 OR 6 AGGREGATE
BASE COURSE (SEE NOTE 11)
4
EXISTING UNDERGROUND ELECTRIC UGE UGE
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING LIGHT POST
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (SIZE VARIES)
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING SECTION LINE
EXISTING RIGHT-OF-WAY
EXISTING LOT LINE
W
SS
EXISTING OVERHEAD ELECTRIC OHE OHE
EXISTING FIBER OPTIC FO
E
W
EXISTING WETLAND
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
EXISTING IRRIGATION W
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
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W
G
G
G
G
ANHEUSER-BUSCH FOUNDATION
ANHEUSER-BUSCH
FOUNDATION
ELGIN COURT
LARIMER AND WELD CANAL
CANAL ACCESS ROAD
WATERGLEN PUD
TRACT "A"
100 YEAR FLOODWAY
(PER BOXELDER 6 LOMR)
100 YEAR FLOODPLAIN
(PER BOXELDER 6 LOMR)
EXISTING
END OF CONCRETE WALL
NORTH LINE OF SOUTHEAST
1
4 OF SECTION 4, T7N, R68W
COTTONWOOD TREE TO BE
REMOVED (SEE NOTE 6)
WETLANDS
REMOVE TOP 4" TO 6" OF
EXISTING TOPSOIL FOR
PROPOSED EMERGENCY
ACCESS IMPROVEMENTS
REMOVE TOP 4" TO 6" OF
EXISTING TOPSOIL FOR
PROPOSED EMERGENCY
ACCESS IMPROVEMENTS
EXISTING FIRE HYDRANT
100' EASEMENT
LARIMER AND WELD CANAL
75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
50' SETBACK FROM TOP
OUTSIDE OF CANAL
"NATURAL HABITAT BUFFER
ZONE" (SEE NOTE 8)
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
SECTION LINE
EXISTING TOP OF CANAL
EXISTING BOTTOM OF CANAL
EXISTING TOP OF CANAL
EXISTING BOTTOM OF CANAL
PRESERVE EXISTING SIDEWALK
EXISTING WATER METERS
PRESERVE AND PROTECT
TREE (SEE NOTE 6)
PRESERVE AND PROTECT
TREES (SEE NOTE 6)
PRESERVE AND PROTECT
TREE (SEE NOTE 6)
PRESERVE AND PROTECT
TREE (SEE NOTE 6)
PRESERVE AND PROTECT
TREES (SEE NOTE 6)
PRESERVE AND PROTECT
TREE (SEE NOTE 6)
PRESERVE AND PROTECT
TREES (SEE NOTE 6)
TREE TO BE REMOVED
(SEE NOTE 6)
PRESERVE AND PROTECT
TREE (SEE NOTE 6)
PRESERVE AND PROTECT
TREES (SEE NOTE 6)
PRESERVE AND PROTECT
TREES (SEE NOTE 6)
PRESERVE AND
PROTECT TREES
(SEE NOTE 6)
PRESERVE AND PROTECT
TREE (SEE NOTE 6)
150' WETLANDS OFFSET "NATURAL
HABITAT BUFFER" (SEE NOT 8)
Lamp Rynearson Inc
Project No. 0218061.01
Date: 10/5/2018
EX1
& DEMOLITION PLAN
EXISTING CONDITIONS
Sheet
WATERGLEN SOLAR ARRAY These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
Of 7 Sheets
EXISTING UNDERGROUND ELECTRIC UGE UGE
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING LIGHT POST
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (SIZE VARIES)
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND MITIGATION.
7. FLOODPLAIN INFORMATION PER FEMA MAP 08069C098SF, LOMR 17-08-1354
EFFECTIVE 2/21/2019.
8. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING SECTION LINE
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING LOT LINE
EXISTING TREES TO BE REMOVED
ORIGINAL FIELD SURVEY BY:
W
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
3
SS
EXISTING OVERHEAD ELECTRIC OHE OHE
EXISTING FIBER OPTIC FO
E
W
EXISTING WETLAND
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS
NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR
FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE
PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE
FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE
DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE
PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND
DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A
TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND
UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE.
THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE
ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE
ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER
DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE
CHART BELOW:
9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR
WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY
ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.
10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES.
TREE PROTECTION NOTES:
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
EXISTING IRRIGATION IRR
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage & Erosion Control Report - Waterglen PUD, BY JR Engineering, Dated 11/6/1998 and Addendum to
Final Drainage & Erosion Control Report - Waterglen PUD, BY Northern Engineering 7/21/2020 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 the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 4-98
At the south end of the west abutment wall at I-25 and Vine Drive.
Elevation NAVD88=4987.27 NGVD=4984.08
City of Fort Collins Benchmark 41-01
At the north side of east Vine Drive,west of 3024 east Vine Drive, on the north side of a round electrical vault.
Elevation NAVD88=4969.72 NGVD=4966.54
City of Fort Collins Benchmark 5-98
At a concrete irrigation structure, on the south side of Vine Drive, approximately 100 feet est of 3500 East Vine Drive.
Elevation NAVD88=4971.35 NGVD=4968.16
Basis of Bearings
The Basis of Bearings is the West line of the Northwest 1
4 of Section 4, T. 7N. R. 68 W of the 6th PM. Assumed to bear North.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage & Erosion Control Report - Waterglen PUD, BY JR Engineering, Dated 11/6/1998 and Addendum to
Final Drainage & Erosion Control Report - Waterglen PUD, BY Northern Engineering 7/21/2020 shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
INFILL AND REDEVELOPMENT NOTE
A. Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and
redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly
recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when
they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but
additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction
Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.
2
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
Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is
the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found.
GAS Xcel Energy Pat Kreager (970) 225-7840
ELECTRIC City of Fort Collins Light & Power Rob Irish (970) 224-6167
ELECTRIC Western Power Administration
CABLE Comcast Don Kapperman (970) 567-0425
TELECOM. CenturyLink
PLANNER City of Fort Collins Planning Services Kai Kleer (970) 416-4284
WATER City of Fort Collins Utilities Shane Boyle (970) 221-6339
WASTEWATER Wastewater Boxelder Sanitary District
STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6339
CANAL Larimer & Weld Canal Kim Nelson (970) 454-3377
FIRE Poudre Fire Authority Andrew Rosen (970) 416-2892
PROJECT
LOCATION
WATERGLEN SOLAR ARRAY
I-25
RABBIT
BRUSH
PARK
MOUNTAIN VISTA DRIVE
CS1 COVER SHEET
CS2 GENERAL & CONSTRUCTION NOTES
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
U1 UTILITY PLAN
EC1 EROSION CONTROL PLAN
EC2 EROSION CONTROL DETAILS
FP1 FLOODPLAIN EXHIBIT
Sandbox Solar
Ian Skor
CSU Powerhouse
430 N College Ave, Suite 435
Fort Collins, Colorado 80521
VINE DRIVE
RAILROAD
RAILROAD
GREENFIELDS DRIVE
CS1
COVER SHEET
Sheet
WATERGLEN SOLAR ARRAY These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
1 Of 7 Sheets
NORTH
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
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
LARIMER AND WELD IRRIGATION
DITCH COMPANY