HomeMy WebLinkAboutTHE ODELL WINE PROJECT - FDP200001 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSE. LINCOLN AVE.
LOGAN AVE.
MULBERRY STREET
LAMAY AVE.
1ST STREET
2ND STREET
3RD STREET
BUCKINGHAM STREET
RIVERSIDE AVE.
Sheet
ODELL WINE PROJECT 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
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C000
COVER SHEET
1
FEBRUARY 2020
PROJECT
LOCATION
VICINITY MAP
NORTH
OWNER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
SITE ENGINEER
Andy Reese
Northern Engineering Services, Inc.
301 N. Howes St., Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
ARCHITECT
SURVEYOR
PLANNER/LANDSCAPE
ARCHITECT
OWNER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
Michael McBride
McBrideLA
2339 Spruce Creek Drive
Fort Collins, Colorado 80528
(970) 402-0438
Brenden McGivney
Odell Investments, LLC
Sheet
ODELL WINE PROJECT 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 12
C001
GENERAL & CONSTRUCTION NOTES
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
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Call before you dig.
R
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic 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 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.
8. 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).
9. 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.
VAULT
ELEC
CONTROL
IRR
W W
W W
W W
W W W
W W W W
CTV CTV
CTV
CTV
CTV
CTV
CTV CTV
D
G
G
G G
G
G
G
G
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
CTV
E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
W
W
W W W W
W
W
T T
T
T
T
T
T
T
X
A
T
X
AC
MH
VAULT
CABLE
GGG
AC
AC
M
X
X
X
X
X X X
X
X X
X
X
X
X
X
X X
X
X
X X X
X
RD RD
X X
X
X X
PROPOSED 20' EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
NORTHING: 131717.81
EASTING: 198895.08
(PROPERTY CORNER)
NORTHING: 132063.14
EASTING: 198897.79
(PROPERTY CORNER)
NORTHING: 132061.62
EASTING: 198772.55
(PROPERTY CORNER)
NORTHING: 131720.20
EASTING: 198768.45
(PROPERTY CORNER)
PROPOSED 20' EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
8
7
7
7
6
1
3
4
2
E. LINCOLN AVE.
EXISTING POND
VAULT
ELEC
CONTROL
IRR
SS SS
SS SS
D
8" PW
G
G
G G
G
G G
G
G
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
CTV
CTV
CTV
E E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
W W W
W
W W W W
W
T T
T
T
T
T
T
T
X
A
C
T
T
SS SS
SS
SS
CONTROL
IRR
D
T
X
AC
D
ST ST ST
ST ST ST ST
ST
ST
ST ST ST
ST ST ST
ST ST ST ST
ST ST ST
ST ST ST ST
D
D
H
Y
D
W
C
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
MH
VAULT
CABLE
D
D
D
C.O.
V.P.
C.O.
C.O.
AC
AC
M
X
X
X
X
X X
X
X X
X
ST
ST ST
ST
ST
X
X X
T
D
ST
ST
ST ST
ST
ST
ST ST ST
ST
ST
ST
ST ST ST ST
ST ST ST
ST ST ST ST
ST ST ST
ST ST ST
C
ONTROL
CONTROL IRR
IRR
CONTROL
CONTROL IRR
IRR
MH
VAULT
CABLE
D
D
D
C.O.
V.P.
C.O.
C.O.
AC
AC
M
X
X
X
X
X
X X
X
X X X X X
X
X
X
X
X
X X
ST
ST
ST
ST
ST ST
ST ST ST
ST ST
ST
X
X X
1'
0.5'
FINISHED
GROUND
PAVERS
1.5'
FINISHED
GROUND
1'
0.5' 0.5'
PAVERS
1.5'
9"
1'
FINISHED
GROUND
LANDSCAPING
AREA
1.5'
FINISHED
GROUND
0.5'
0.5'
EXISTING
UTILITY PAD
6'
PAVERS
0.5'
1.5'
9"
VARIES
1.25' TYP.
FLOWLINE
OF SWALE
1
⅊ MATCH INTO EXISTING ℄
AT PROPERTY LINE
5' 5'
VARIES
(4 MAX.)
1
FINISH
GROUND
MATCH INTO
EXISTING
VARIES
(4 MAX.)
Sheet
ODELL WINE PROJECT 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
Sheet
ODELL WINE PROJECT 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 12
C501
UTILITY DETAILS
9
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
200 WATER BEDDING REQUIREMENTS 201 TYPICAL WATER SERVICE
203 TYPICAL NYLOPLAST DRAIN BASIN INSTALLATION
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN TYPICAL INSTALLATION OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 8-10-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-10-00
CJA
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
T
X
ST ST ST
ST ST ST ST
ST
ST
ST ST ST
ST ST
ST ST ST ST ST
ST ST
ST ST ST ST
ST
M
X
X
X
X
X X X
X X
X
ST
ST ST
ST
ST
X X X
X
X
X
X
X
X
X
X
X
X
RD RD
X
X
X
X X
UD UD
UD UD
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
CF CF
CF
CF CF CF CF
CF
CF CF CF CF
CF
CF
Sheet
ODELL WINE PROJECT 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 12
C601
EROSION CONTROL NOTES
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
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Call before you dig.
R
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.
Sheet
ODELL WINE PROJECT 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 12
C602
EROSION CONTROL DETAILS
12
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
001 CONCRETE WASHOUT AREA SILT FENCE
CURB INLET PROTECTION
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.
CTV CTV CTV CTV CTV
CTV
CTV
T
X
D
ST ST ST
ST
ST
ST ST
ST ST ST
ST ST ST ST
ST
ST ST
ST ST ST ST
ST
D
MH
VAULT
CABLE
D
D
D
C.O.
V.P.
C.O.
C.O.
AC
AC
M
X
X
X
X
X X
X
X
X X
ST
ST
ST ST ST
UD UD
UD UD
0.54 ac.
A-1
0.17 ac.
OS-1
0.03 ac.
OS-2
0.19 ac.
0.25 ac. C
A-2
EAST POND
(EXISTING)
CONCRETE WALK
OUTDOOR PATIO
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
PERMEABLE
PAVERS
PERMEABLE
PAVERS
EXISTING SIDEWALK
EXISTING 327.12 LF OF 15" HDPE STORM SEWER S = 0.25%
0.01 ac.
B
0.02 ac.
OS-3
0.03 ac.
OS-5
0.01 ac.
OS-4
EXISTING
RETAINING WALL
EX. OVERHEAD
STRUCTURE
EXISTING
DOWNSPOUT (TYP.)
EXISTING BOLLARD (TYP.)
EXISTING VALLEY PAN
EXISTING STORM MH
RIM=4947.83 (RECORD)
INV IN=4943.22 (N)
INV OUT=4943.23 (S)
EXISTING STORM MH
RIM=4946.55
INV IN=4941.75 (W)
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING 22.74 LF
15" HDPE @ 0.92%
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING 30.6 LF
18" HDPE @ 0.85%
a-1
b
os-1
os-2
a2
c
os-4
PROPOSED
RETAINING WALL
PROPOSED BRIDGE
PROPOSED
CLEANOUT (TYP.)
PROPOSED BOULDER WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED
VALLEY PAN
PROPOSED SWALE
PROPOSED INLET
CTV CTV CTV CTV CTV
CTV
CTV
T
X
D
ST ST ST
ST
ST
ST ST
ST ST ST
ST ST ST ST
ST
ST ST
ST ST ST ST
ST
D
MH
VAULT
CABLE
D
D
D
C.O.
V.P.
C.O.
C.O.
AC
AC
M
X
X
X
X
X X
X
X
X X
ST
ST
ST ST ST
W
W
W W
W
EAST POND
(EXISTING)
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EXISTING SIDEWALK
EXISTING 327.12 LF OF 15" HDPE STORM SEWER S = 0.25%
0.42 ac.
HB
0.57 ac.
HA
0.03 ac.
HOS4
0.17 ac.
HOS1
0.03 ac.
HOS2
0.03 ac.
HOS3
EXISTING
RETAINING WALL
EX. OVERHEAD
STRUCTURE
EXISTING
DOWNSPOUT (TYP.)
EXISTING BOLLARD (TYP.)
EXISTING VALLEY PAN
EXISTING STORM MH
RIM=4947.83 (RECORD)
INV IN=4943.22 (N)
INV OUT=4943.23 (S)
EXISTING STORM MH
RIM=4946.55
INV IN=4941.75 (W)
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING 22.74 LF
15" HDPE @ 0.92%
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING 30.6 LF
18" HDPE @ 0.85%
hb
hos3
hos1
hos2
ha
Sheet
ODELL WINE PROJECT 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 12
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
C603
DRAINAGE EXHIBIT
13
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPERTY BOUNDARY
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
B2
1.45 ac
PROPOSED AREA DRAIN INLET
PROPOSED UNDERDRAIN UD
HISTORIC BASIN BOUNDARIES DEVELOPED BASIN BOUNDARIES
DEVELOPED DRAINAGE SUMMARY
Design
Point Basin ID
Total
Area
(acres)
C2 C100
2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
a-1 A-1 0.536 0.75 0.94 9.91 9.91 0.91 4.86
a-2 A-2 0.255 0.57 0.71 11.64 11.64 0.30 1.37
b B 0.012 0.20 0.25 5.69 5.69 0.01 0.03
c C 0.190 0.43 0.54 10.13 10.13 0.18 0.82
os-1 OS-1 0.174 0.27 0.34 8.02 8.02 0.11 0.50
os-2 OS-2 0.035 0.20 0.25 6.23 6.23 0.02 0.08
os-3 OS-3 0.017 0.20 0.25 5.00 5.00 0.01 0.04
os-4 OS-4 0.011 0.67 0.83 5.00 5.00 0.02 0.09
os-5 OS-5 0.030 0.43 0.54 5.00 5.00 0.04 0.16
HISTORIC DRAINAGE SUMMARY
Design
Point Basin ID
Total
Area
(acres)
C2 C100
2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
ha HA 0.573 0.67 0.84 11.16 11.16 0.82 4.14
a1 HB 0.420 0.61 0.77 5.18 5.18 0.73 3.20
hos1 HOS1 0.174 0.20 0.25 8.48 8.48 0.08 0.36
a3 HOS2 0.035 0.20 0.25 6.23 6.23 0.02 0.08
hos3 HOS3 0.028 0.35 0.44 7.05 7.05 0.02 0.11
a5 HOS4 0.030 0.42 0.52 5.00 5.00 0.04 0.15
DETENTION POND SUMMARY
Pond ID
Volume
(cu. ft.) WSEL
Release
Rate (cfs)
Permeable Pavers 2,515 4946.39 1.19
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
SWALE WATTLE DIKE
SF
WD IP
CWA
PAVER PROTECTION
2" BEDDING
PERMEABLE
PAVERS
CDOT CLASS B GEOTEXTILE
SEPARATOR FABRIC
PLYWOOD
NOTE: PAVER PROTECTION SHOWN IS ONE ALTERNATIVE.
CONTRACTOR MAY PROPOSE ALTERNATIVE MEANS OF
SEDIMENT CONTROL FOR PERMEABLE PAVER AREA.
PP
BASE
002
004
005
003
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.
11
CF
CF CF CF CF
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E. LINCOLN AVE.
EXISTING POND
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EXISTING SIDEWALK EXISTING SIDEWALK
EXISTING
DRIVEWAY
EXISTING OVERHEAD
STRUCTURE
EXISTING
RETAINING WALL
EDGE OF EASEMENT PER
REC. NO 19900004624
(UTILITY EASEMENT)
EDGE OF EASEMENT PER
REC. NO 19950074251
SF
SF
SF
SF
IP
IP
WD IP
CWA
SF SF
WD
WD
WD
SF
SF
WD
IP
VTC
PP
PP
IP
CF
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CF
Sheet
ODELL WINE PROJECT 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 12
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
C600
EROSION CONTROL PLAN
10
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
BENCHMARK/BASIS OF BEARING:
SILT FENCE SF SF
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. TOTAL DISTURBED AREA = 1.0 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4. REFER TO THE FINAL DRAINAGE REPORT FOR ODELL WINE PROJECT
DATED FEBRUARY 12, 2020 BY NORTHERN ENGINEERING FOR ADDITIONAL
INFORMATION.
5. REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY
DAILY OR MORE FREQUENTLY AS NEEDED. EXCESS SEDIMENT IN THE
ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE
NEEDS MAINTENANCE.
6. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY
SACK, SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF
USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS
WHEN THEY NEAR SATURATION.
8. CONTRACTOR SHALL INSTALL PAVERS AS LATE AS FEASIBLE IN THE
CONSTRUCTION PROCESS AND SHALL PROTECT IN PLACE ONCE
INSTALLED TO PREVENT SEDIMENT LOADING OF THIS DRAINAGE FACILITY
DURING CONSTRUCTION.
9. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED
LANDSCAPING PLANS.
10. ANY TRACKING OF DIRT, MUD, OR DEBRIS FROM THE SITE INTO PUBLIC
RIGHT-OF-WAY MUST BE IMMEDIATELY SWEPT THE SITE MUST BE SWEPT
AND REMOVED.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
INLET PROTECTION IP
LEGEND:
EXISTING STORM SEWER
ST
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING TREES
PROPOSED CURB
D
EXISTING INLET GRATE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING POWER POLE
EXISTING ROOF DRAIN
EXISTING DRY WELL
BENCHMARK #1:
City of Fort Collins Benchmark 5-00
Location: On the top of curb at the signal pole base at the northwest
corner Linden Street and Jefferson Street.
Elevation= 4978.05 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark R 402
Location: At the junction of 9th street and Lincoln Ave. in the East edge
of the concrete footing for highline tower number 29, 156.8ft North of
the centerline of the Avenue, 73.2 ft West of the Centerline of the
street, and .7 ft West of the East edge of the footing.
Elevation= 4942.21 (NAVD88)
Please note: This plan set is using NAVD88 for a vertical datum.
Surrounding developments have used NGVD29 Unadjusted Datum
(prior City of Fort Collins Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is
required for any purpose, the following equation should be used:
NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) =
NAVD88 - 3.18'
Basis of Bearings
North line of the Subdivision Plat of Odell Brewing Company First
Replat as bearing South 89°11'23" West
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.
PAVER PROTECTION PP
VEHICLE TRACKING CONTROL VTC
A. 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.
B. 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.
C. 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.
D. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING
THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
E. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS,
SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
F. 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.)
G. 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.
H. 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.
I. 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.
J. 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.
K. CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES
TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS,
PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY
FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR
OCCURS IN OTHER LOCATIONS.
L. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'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.
M. 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.
EROSION CONTROL NOTES:
TABLE OF CONSTRUCTION
SEQUENCE AND BMP APPLICATION
Project: Odell Wine
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Protection *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Trap
Rock Socks *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Other:
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Under slope stabilization rolled products. Reseeding
may be required.
NYLOPLAST
T
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DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
WHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _ _ X
2818AG _ _ X
2824AG _ _ X
2830AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS
5: TO CHANGE DIRECTION
A°
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8" 6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
NYLOPLAST CLEANOUT END CAP
ADJUST GRADE PER ENGINEERS
PLAN
INJECTION MOLDED
WT TEE
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY
BELL REDUCER
INJECTION MOLDED
WT TEE
HDPE PIPE (TYP)
GASKETED
CONNECTION
INJECTION
MOLDED WT
90° BEND
DOWNSPOUT ADAPTER
INSERTED IN RISER
PIPE
BUILDING
FACE
FINISHED GRADE
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH STANDARD GRATE
QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 1-23-06
DRAWN BY EBC
1-23-06
CJA
5 ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
A
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN ON 8" - 24", 10" MIN ON 30")
4" MIN ON 8" - 24"
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN
1 - 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE 8" - 15" BRONZE GRATES
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS
ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR
CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE
BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014.
6 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
7 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
8 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE
RATED FOR LIGHT DUTY APPLICATIONS ONLY
9 - DOME GRATES HAVE NO LOAD RATING
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
204 STANDARD NYLOPLAST DRAIN BASIN
202 STORMWATER BEDDING
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 12
VAN-
ACCESSIBLE
PARKING
MIN. MIN. ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
102 6" VERTICAL CURB
101 TYPICAL FIRE LANE SIGN
103 9" FLUSH CURB
104 1.0' WIDE VERTICAL CURB
C500
SITE DETAILS
8
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
106 1.0' WIDE FLUSH CURB
NOTES:
1. CONTRACTOR MUST FOLLOW THE INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI)
ASSOCIATION AND BRICK INDUSTRY ASSOCIATION CONSTRUCTION SPECIFICATIONS FOR
COMPLETE INSTALLATION INFORMATION.
2. IT IS RECOMMENDED THAT A CERTIFIED PERMEABLE PAVEMENT INSTALLER PERFORM THE
INSTALLATION OF THE PAVERS.
3. SUBGRADE PREPARATION:
3.1. CONTRACTOR TO VERIFY THAT SUBGRADE PREPARATION, COMPACTION DENSITY AND
ELEVATIONS CONFORM TO THE APPROVED DRAWINGS AND CONSTRUCTION
SPECIFICATIONS.
3.2. MINIMUM ALLOWABLE SUBGRADE SLOPE IS 0.5%.
4. EDGE RESTRAINTS:
4.1. CONCRETE EDGE RESTRAINTS (CURB AND GUTTER OR APRON) SHALL BE INSTALLED
AROUND THE PERIMETER OF THE PAVER AREA TO PROVIDE FOR PROPER EDGE
RESTRAINT AND ALLOW FOR ADEQUATE SEPARATIONS BETWEEN PAVERS AND OTHER
SURFACE TYPES.
4.2. A LINEAR-EDGE CONCRETE COLLAR TO BE POURED AROUND ALL PENETRATIONS
(INCLUDING CLEANOUTS) THROUGH THE PAVER SECTION .
4.3.
5. GEOTEXTILE LINERS:
5.5. GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED
ALONG PERIMETER OF CROSS-SECTION OF THE PAVER AREA.
5.3. GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S
STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL
BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS.
5.4. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK,
HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE
APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM
OF 18", OR PER MANUFACTURER'S SPECIFICATION.
6. AGGREGATES:
6.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED GRANITE ROCK AND SHALL
BE WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES.
6.2. SUB-BASECOURSE AGGREGATE SHALL BE GRADATION ASTM #2, #3, OR #4. ASTM #4
WILL NOT BE ALLOWED FOR USE WITH SUBSURFACE STORMWATER DETENTION
SYSTEMS.
6.3. BASECOURSE AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.
6.4. LEVELING COURSE SHALL BE GRADATION ASTM #8, #89 OR #9.
6.5. LEVELING COURSE SHALL BE INSTALLED ALL THE WAY TO THE FINISHED GRADE
SURFACE OF THE PAVERS.
6.6. THE AGGREGATE SHALL BE PLACED IN 6-INCH (MAX.) LIFTS, COMPACTING EACH LIFT
WITH A 10-TON, OR HEAVIER, VIBRATING STEEL DRUM ROLLER. MAKE AT LEAST FOUR
PASSES WITH THE ROLLER, WITH THE INITIAL PASSES MADE WHILE VIBRATING THE
ROLLER AND THE FINAL ONE TO TWO PASSES WITHOUT VIBRATION.
6.7. CONTRACTOR MAY BE REQUIRED TO PROVIDE COMPACTION TESTING.
7. UNDERDRAIN:
7.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE
NO WIDER THAN 3/8" TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE
OPENINGS.
7.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.
8. CLEANOUTS:
8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE
UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.
8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND
EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE
APPROVED PLANS.
8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS
WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS,
AS REQUIRED.
8.4. PROVIDE OBSERVATION PORT AT DOWNSTREAM END OF EACH PERMEABLE PAVEMENT
SECTION, CONNECTED TO UNDERDRAIN WHEN PRESENT.
8.5. THE CLEANOUT FRAME AND COVER SHALL BE DUCTILE IRON AND STAMPED "CLEANOUT."
9. PAVERS:
9.1. CONTRACTORS MUST INSTALL A PAVER PRODUCT THAT IS APPROVED BY THE ICPI.
9.2. FINISHED GRADE OF THE PAVER SURFACE TO BE EVENLY SLOPED AND FLUSH WITH THE
ADJACENT EDGE RESTRAINTS.
9.3. ALL PENETRATIONS THROUGH THE PAVER SURFACE, INCLUDING CLEANOUT LIDS, SHALL
BE INSTALLED WITH A CONCRETE COLLAR POURED AROUND THE PERIMETER.
10. POST-INSTALLATION:
10.1. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA.
10.2. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION,
PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE
PERMEABLE PAVEMENT SYSTEM.
UNDISTURBED
SOIL SUBGRADE
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
3.4' MIN
4"
TOPSOIL
MAX 1
8" WIDTH HAND-TIGHT
JOINTS FILLED WITH
LEVELING COURSE
MATERIAL TO SURFACE
2-3" DEPTH OF
LEVELING COURSE
PERMEABLE
INTERLOCKING
CONCRETE PAVERS
EDGE RESTRAINT
(CONCRETE APRON
OPTION)
EDGE RESTRAINT
(CURB AND GUTTER
OPTION)
2" MIN
6"
6" MIN
CLEANOUTS WITH
CONCRETE COLLAR
(AS PER PLAN)
PERFORATED UNDERDRAIN
@ 0.50% MIN SLOPE
GEOTEXTILE LINER
(AS PER PLAN)
12" MIN
CROSS-SECTION DETAIL
20" MIN
6"
PREPARED SUBGRADE
@ 0.50% MIN SLOPE
3.4' MIN DEPTH OF
SUB-BASECOURSE
4" DEPTH OF
BASECOURSE
PAVER SURFACE @ 0.50%
MIN OR 3.00% MAX SLOPE
APPROVED:
DETAILS DRAWN BY:
CONSTRUCTION DATE REVISED:
STORMWATER DETAIL
PERMEABLE INTERLOCKING CONCRETE PAVERS
DECEMBER 2018
HEM
D-54
100 PERMEABLE INTERLOCKING CONCRETE PAVERS
105 SIDEWALK DETAIL
TM
TYPICAL PAVER SECTION @ UNDERDRAIN
PERMEABLE PAVER OUTFALL
6" SLOTTED UNDERDRAIN
SUB-BASE
COURSE
BASE COURSE
BEDDING COURSE
FILTRAPAVE PAVER
SUBGRADE GRANULAR BEDDING
FINISHED GRADE
ELEVATION
SUBGRADE
ELEVATION
TM
NOTE:
1. CONTRACTOR TO PROVIDE GEOFABRIC CLOAKING AROUND OUTLET PIPE.
SUB-BASE
COURSE
BASE COURSE
BEDDING COURSE
FILTRAPAVE PAVER
24" CONCRETE
EDGE RESTRAINT
PVC OUTFALL PIPE
CDOT CLASS B
GEOTEXTILE
SEPARATOR
FABRIC
CLEANOUT BASIN
109 DIMENSIONS FOR SLOTTED PVC PIPE
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
MINIMUM
OPEN AREA
PER FOOT
8" 3 (MIN.) - 6 (MAX.) 2.35" 0.032" 14 3/4" 3.15 SQ. IN.
108
107
PRIVATE UNDERDRAIN BASIN
4" MIN
EXTEND MIN. 6" INTO SUBGRADE
6"
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH
BASIN O.D.
NOTES:
1. GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05
2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO
PLAN DETAILS SEE DRAWING NO. 7001-110-065
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
WALLS OF DRAIN BASIN TO BE SOLID
OPEN BOTTOM
(NO BOTTOM CAP)
110
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
NOTE:
CONTRACTOR SHALL USE SQUARE
COLLAR IN PERMEABLE PAVER
AREAS. COLLAR SHALL BE
ORIENTED WITH PAVERS SO AS TO
REDUCE IRREGULAR CUTS OR
PAVER SHAPES.
5.9" ORIFICE OPENING
18" FRAME
AND GRATE
REMOVABLE OR FIXED
OUTLET ORIFICE CAP
6" OUTLET, INVERT
OUT = 4942.48
6" INLET
18" DRAIN BASIN BODY
HDPE SUMP INSERT ADDED
INTO BOTTOM OF STRUCTURE,
UP TO INVERT ELEVATION.
115 18" DRAIN BASIN w/ OUTLET ORIFICE CAP
EXTEND MIN. 6" INTO SUBGRADE
8"
VARIES
(REFER TO
STORM DRAIN
PLAN)
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
WALLS OF DRAIN BASIN TO BE SOLID
OPEN BOTTOM
(NO BOTTOM CAP)
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
NOTE:
CONTRACTOR SHALL USE
SQUARE COLLAR IN
PERMEABLE PAVER AREAS.
COLLAR SHALL BE ORIENTED
WITH PAVERS SO AS TO
REDUCE IRREGULAR CUTS OR
PAVER SHAPES.
113 PRIVATE UNDERDRAIN CLEANOUT BASIN
26" MIN.
36" MIN.
26" MIN.
6"
111 SWALE SECTION ALONG NORTH PROPERTY LINE
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12" 12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
114 HANDICAP PARKING REQUIREMENTS
X
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X X
X X X X
X X
RD RD
X
X
X
X X
X
X X X
X
X
X
X
X
X
UD
UD
UD UD
UD
UD
UD UD UD UD
EXISTING POND
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
PROPOSED 6"
VERTICAL CURB
PROPOSED 1.0'
WIDE FLUSH CURB
EXISTING BUILDING
(824 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EX. OVERHEAD
STRUCTURE
0.8%
1.5%
0.9%
1.9%
1.3%
1.3%
1.8%
1.3%
EXISTING SIDEWALK
PROPOSED 1.0' WIDE VERTICAL
CURB. EXPOSE TOP 6" OF BACK
OF VERTICAL CURB.
PERMEABLE
PAVERS
PERMEABLE
PAVERS
PROPOSED BOULDER WALL
(RE: LANDSCAPE ARCHITECT)
OUTDOOR PATIO
43.07
SUB
42.32
SUB
42.06
SUB
41.99
SUB
41.95
SUB
42.72
SUB
43.10
SUB
43.15
SUB
43.39
SUB
43.17
SUB
43.28
SUB
42.07
SUB
42.15
SUB
42.38
SUB
42.26
SUB
CONCRETE
WALK
43.24
SUB
43.05
SUB
42.93
SUB
42.77
SUB
42.42
SUB
2.0%
41.97
SUB
Storm MH 1-1 (Flat)
N: 131757.15
E: 198764.38
FL ELEV: 4944.97
INV. IN: 4942.44 (E)
Storm Inlet 1-2
N: 131757.08
E: 198771.90
FL ELEV: 4944.97
INV. IN: 4942.48 (N)
INV. OUT: 4942.48 (W)
7.51 LF
6" PVC
@ 0.50%
41.35 LF 6" PVC @ 0.50%
Storm Clean Out 1-3
N: 131798.43
E: 198772.39
RIM ELEV: 4945.42
INV. IN: 4942.68 (NE)
INV. OUT: 4942.68 (S)
18.14 LF 6" PVC @ 1.14%
Storm Bend 1-4
N: 131811.10
E: 198785.37
INV. IN: 4942.89 (N)
INV. OUT: 4942.89 (SW)
28.09 LF 6" PVC @ 1.14%
Storm Clean Out 1-6
N: 131871.01
E: 198786.09
RIM ELEV: 4946.20
INV. OUT: 4943.37 (S)
1.1%
EXISTING STORM MH
RIM=4946.55
INV IN=4941.75 (W)
INV OUT=4941.31 (E)
EXISTING 22.74 LF
15" HDPE @ 0.92%
EXISTING 30.6 LF 18" HDPE @ 0.85%
Storm Inlet 1-5
N: 131839.19
E: 198785.71
FL ELEV: 4946.05
INV. IN: 4943.21 (N)
INV. OUT: 4943.21 (S)
31.82 LF 6" PVC @ 0.50%
PERFORATED
PERFORATED
PERFORATED
PERFORATED
Sheet
ODELL WINE PROJECT 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 12
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
NORTH
C401
SUBGRADE PLAN
7
LEGEND:
ST
33.43
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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
4. SPOT ELEVATIONS DEPICTED ADJACENT TO RETAINING WALLS
REPRESENT THE FINISHED GRADE ELEVATIONS AT THE LOW SIDE AND
HIGH SIDE OF EACH WALL. RETAINING WALLS OVER 4 FEET IN HEIGHT,
MEASURED FROM THE LOW SIDE GRADE TO THE TOP OF THE WALL, WILL
REQUIRE A SEPARATE PERMIT THROUGH THE BUILDING DEPARTMENT. A
SEPARATE PERMIT IS NOT REQUIRED FOR RETAINING WALLS THAT ARE
NOT OVER 4 FEET IN HEIGHT, MEASURED FROM THE LOW SIDE GRADE TO
THE TOP OF THE WALL, PROVIDED THE HORIZONTAL DISTANCE TO THE
NEXT UPHILL RETAINING WALL IS AT LEAST EQUAL TO THE TOTAL HEIGHT
OF THE LOWER RETAINING WALL.
5. PRIVATE IMPROVEMENTS SHOWN WITHIN THE RIGHTS-OF-WAY ARE
SUBJECT TO APPROVAL OF AN ENCROACHMENT PERMIT.
NOTES:
2.0%
UD
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 STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED STORM SEWER
PROPOSED AREA DRAIN INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED VERTICAL CURB & GUTTER
MATCH INTO EXISTING CONCRETE
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PEDESTRIAN ACCESS RAMPS
(33.43)
EXISTING DRY WELL
X
X
X
X
X
X
X X X
X
RD RD
X X X
X
X
UD
UD
UD UD
E. LINCOLN AVE. EXISTING INLET
EXISTING POND
MATCH INTO TOP
OF EXISTING
RETAINING WALL
MATCH INTO
EX. UTILITY
PADS
MATCH INTO EX.
HANDICAP RAMP
MATCH INTO EXISTING
CONCRETE DRIVEWAY
MATCH INTO EX.
HANDICAP RAMP
MATCH INTO EXISTING
EX. FF=4946.96
PROPOSED 1.0' WIDE
VERTICAL CURB.
PROPOSED 9"
WIDE FLUSH CURB
CONCRETE WALK
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EX. OVERHEAD
STRUCTURE
MATCH INTO EX.
SUPPORT COLUMN
MATCH INTO EX.
UTILITY PAD
CONSTRUCT 6" VERTICAL
CURB BETWEEN PAVERS
AND UTILITY PAD
3.0%
9.0%
4.4%
2.9%
1.1%
1.6%
0.8%
1.9%
1.2%
1.8%
1.3%
1.3%
3.3%
0.9%
1.9%
4.4%
3.5%
5.0%
4.0%
3.8%
2.4%
5.3%
46.06
46.23
(45.84)
(45.81)
(45.88)
44.95
44.99
45.06
45.39
45.07
45.74
1.8%
1.3%
46.39
(46.46)
46.17
(46.34)
46.40
(46.20)
(46.06)
46.18
45.95
2.4%
3.1%
EXISTING SIDEWALK
MATCH INTO EX.
VALLEY PAN
MATCH INTO EXISTING
PROPOSED 1.0' WIDE VERTICAL
CURB. EXPOSE TOP 6" OF BACK
OF VERTICAL CURB.
5:1
PERMEABLE
PAVERS
PERMEABLE
PAVERS
(46.85)
(46.40)
(46.67)
(46.86)
46.32
46.05
45.83
45.62
4.7%
45.44
(46.82)
MATCH INTO EX.
GRADES AROUND
BASE OF TREE
2.9%
45.34
45.37
2.8%
1.4%
1.4%
1.8%
8:1
4:1
7:1
45.47
45.54
45.68
0.5%
0.5%
45.30
45.70
45.70
45.80
45.89
PROPOSED BOULDER WALL
(RE: LANDSCAPE ARCHITECT)
OUTDOOR PATIO
45.15
45.38
45.26
46.71
46.75
46.38
46.15
45.76
FUTURE FLAGSTONE
STEPS BY OWNER
47.06
45.77
1.5%
(47.18)
(47.18)
(47.48)
(47.02)
PROPOSED 1.25'
DEEP SWALE @
1.5% FL SLOPE
45.89
46.35
(46.71)
(46.20)
44.97
45.42
46.05
46.28
46.10
PROPOSED UNDERDRAIN
(SEE SHEET C401)
PROPOSED STORM
SEWER (SEE SHEET C300)
PROPOSED 20' EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING STORM MH
RIM=4946.55
INV IN=4941.75 (W)
INV OUT=4941.31 (E)
EXISTING 22.74 LF
15" HDPE @ 0.92%
EXISTING 30.6 LF
18" HDPE @ 0.85%
RAISE RIM OF EXISTING STORM
MH TO MATCH FINISH GROUND
DRIVEWAY TO BE LOCATED IN
EMERGENCY ACCESS EASEMENT
BY SEPARATE DOCUMENT
PROPOSED RETAINING WALL HEIGHT = 1' TO 4'.
SLOPE BEHIND WALL AT MAXIMUM 4:1 SLOPE.
SEE LANDSCAPING PLANS FOR WALL DESIGN
(46.53)
(46.20)
Sheet
ODELL WINE PROJECT 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 12
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
C400
GRADING PLAN
6
LEGEND:
ST
33.43
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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
4. SPOT ELEVATIONS DEPICTED ADJACENT TO RETAINING WALLS
REPRESENT THE FINISHED GRADE ELEVATIONS AT THE LOW SIDE AND
HIGH SIDE OF EACH WALL. RETAINING WALLS OVER 4 FEET IN HEIGHT,
MEASURED FROM THE LOW SIDE GRADE TO THE TOP OF THE WALL, WILL
REQUIRE A SEPARATE PERMIT THROUGH THE BUILDING DEPARTMENT. A
SEPARATE PERMIT IS NOT REQUIRED FOR RETAINING WALLS THAT ARE
NOT OVER 4 FEET IN HEIGHT, MEASURED FROM THE LOW SIDE GRADE TO
THE TOP OF THE WALL, PROVIDED THE HORIZONTAL DISTANCE TO THE
NEXT UPHILL RETAINING WALL IS AT LEAST EQUAL TO THE TOTAL HEIGHT
OF THE LOWER RETAINING WALL.
5. PRIVATE IMPROVEMENTS SHOWN WITHIN THE RIGHTS-OF-WAY ARE
SUBJECT TO APPROVAL OF AN ENCROACHMENT PERMIT.
NOTES:
2.0%
UD
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 STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED STORM SEWER
PROPOSED AREA DRAIN INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED VERTICAL CURB & GUTTER
MATCH INTO EXISTING CONCRETE
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PEDESTRIAN ACCESS RAMPS
(33.43)
EXISTING DRY WELL
SS
SS SS
D
ST ST ST
ST ST ST ST
ST
ST
ST ST ST
ST ST
ST ST ST ST ST
ST ST
ST ST ST ST
ST
D
D
H
Y
D
W
C
S
W
C
S
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
MH
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
D
D
D
C.O.
E
VAULT
ELEC
ELEC
BRKR
E
GGG
C.O.
C.O.
AC
AC
M
T
T
T
T
X
G
G
G G
G G
G
G G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X X X
T
T
T
T
T
T
T
T
T
T
T
X X
X
T
T
T
T
T
T
T
T
T
T
ST
ST ST
ST
ST
SS
SS SS
SS
SS SS
SS
V
AULT
ELEC
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
X X X
X
X
X
X
X
X
X
X
X
X
RD RD
X
X X
X X
W W W W
W
W
W
W W
UD UD
UD UD
EXISTING
3
4" WATER METER.
CONNECT 1 1
4" WATER
SERVICE TO BUILDING
E. LINCOLN AVE. EXISTING INLET
EX. POND
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EXISTING OVERHEAD
STRUCTURE
EXISTING SIDEWALK EXISTING SIDEWALK
EXISTING RETAINING
WALL
EXISTING VALLEY
PAN
EXISTING
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
RETAINING WALL
DRIVEWAY TO BE LOCATED IN
EMERGENCY ACCESS EASEMENT
BY SEPARATE DOCUMENT
EDGE OF UTILITY EASEMENT
PER REC. NO 19900004624
EDGE OF DRAINAGE AND
DETENTION POND EASEMENT
PER REC. NO 19950074251
CLEAN OUT (SEE
SHEET C401)
±180 LF OF 1 1
2" WATER
SERVICE (SEE NOTE 7).
EXISTING 15"
STORM SEWER
EXISTING CLEAN-OUTS
EXISTING ELECTRIC VAULT
PROPOSED FLAT STORM MH
RIM = 4944.95
EX. INV IN=4942.44 (N)
PROPOSED INV IN=4942.44 (E)
EX. INV OUT=49432.44 (S)
AREA INLET (SEE
SHEET C401)
EXISTING TRANSFORMER
RAISE RIM OF EXISTING STORM
MH TO MATCH FINISH GROUND
RIM=4947.83 (RECORD)
EX. INV IN=4943.23 (N)
EX. INV OUT=4943.22 (S)
EXISTING 327.12 LF OF 15" HDPE STORM SEWER S = 0.25%
PROPOSED 39.06 LF OF 15" HDPE
STORM SEWER @ S = 0.5%
PROPOSED 15" Ø
NYLOPLAST DRAIN INLET
GRATE = 4945.77
INV OUT = 4943.39
PROPOSED 1.25'
DEEP SWALE @
1.5% FL SLOPE
18" DRAIN BASIN WITH
ORIFICE CAP ON OUTLET PIPE
(SEE DETAILS & SHEET C401)
PROPOSED STORM MH
RIM=4947.18
EX. INV IN=4943.20 (N)
PROPOSED INV IN=4943.20 (E)
EX. INV OUT=4943.20 (S)
UPSIZE EXISTING 3
4" SERVICE
LINE TO 1 1
2" 5' FROM WATER
METER
6' MIN. SEPARATION
FROM EXISTING
SEWER SERVICE
EDGE OF PROPOSED 5' WIDE UTILITY
EASEMENT BY SEPARATE DOCUMENT
45° BEND
N: 131756.37
E: 198864.47
45° BEND
N: 131798.90
E: 198893.05
90° BEND
N: 131841.07
E: 198892.49
PROPOSED BUILDING
OVERHANG (RE: ARCHITECT)
45° BEND
N: 131784.45
E: 198878.97
45° BEND
N: 131771.42
E: 198879.14
PROPOSED TREE (TYP. - RE:
LANDSCAPE ARCHITECT)
PROPOSED LIGHT (TYP. - RE:
LANDSCAPE ARCHITECT)
CLEAN OUT (SEE
SHEET C401)
PROPOSED 20' EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
EXISTING
UNDERGROUND
ELECTRIC
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING STORM MH
RIM=4946.55
INV IN=4941.75 (W)
INV OUT=4941.31 (E)
EXISTING 22.74 LF
15" HDPE @ 0.92%
EXISTING 30.6 LF
18" HDPE @ 0.85%
Sheet
ODELL WINE PROJECT 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 12
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
C300
UTILITY PLAN
5
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 WATER MAIN
LEGEND:
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY
PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
3. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' MAXIMUM
COVER SHALL BE 5.5'
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7. MINIMUM 1 1
4" TYPE K COPPER. 1
1
2" HDPE WILL BE CONSIDERED AS AN
APPROVED ALTERNATIVE TO 1 1
4" TYPE K COPPER. SEE WATERLINE NOTE 4 ON
SHEET C001 REGARDING 1 1
2" WATER SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING
ANY CONSTRUCTION ACTIVITIES.
10. PRIVATE IMPROVEMENTS SHOWN WITHIN THE RIGHTS-OF-WAY ARE SUBJECT
TO APPROVAL OF AN ENCROACHMENT PERMIT.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING SANITARY SEWER SS
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED UNDERDRAIN UD
EXISTING ELECTRIC E
EXISTING RIGHT-OF-WAY
PROPOSED 1 1/4" WATER SERVICE W
EXISTING TREES
PROPOSED CURB
EXISTING CABLE LINE CTV
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
CONTROL
IRR
ELEC
C
S
H2O
S
D
V.P.
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING POWER POLE
EXISTING VERTICAL PIPE
W
EXISTING ROOF DRAIN
EXISTING DRY WELL
PROPOSED DOWNSPOUT CHAIN
(RE: ARCHITECT)
RD
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EXISTING SIDEWALK
HORSETOOTH
HOT SAUCE
(832 E. LINCOLN AVE.)
EXISTING SIDEWALK
EXISTING
DRIVEWAY
PROPOSED PLAZA (RE:
LANDSCAPE ARCHITECT)
EXISTING OVERHEAD
STRUCTURE
EXISTING RETAINING
WALL
EXISTING VALLEY
PAN
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
DRIVEWAY TO BE LOCATED IN
EMERGENCY ACCESS EASEMENT
BY SEPARATE DOCUMENT
EDGE OF DRAINAGE AND
DETENTION POND EASEMENT
PER REC. NO 19950074251
3
4
1
EDGE OF UTILITY EASEMENT
PER REC. NO 19900004624
EXISTING UTILITY PAD 4
PROPOSED
HANDICAP STALL
PROPOSED 1.25'
DEEP SWALE AT
1.5% FL SLOPE
4
3
APPROXIMATELY 9.5' x 6' CONCRETE
RTU PAD. COORDINATE SIZE AND
LOCATION OF RTU PAD WITH
MECHANICAL SUBCONTRACTOR
AND MEP PRIOR TO CONSTRUCTION.
EDGE OF PROPOSED 5' WIDE UTILITY
EASEMENT BY SEPARATE DOCUMENT
FUTURE FLAGSTONE
STEPS BY OWNER
PROPOSED TREE (TYP. - RE:
LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL HEIGHT = 1' TO 4'.
SLOPE BEHIND WALL AT MAXIMUM 4:1 SLOPE.
SEE LANDSCAPING PLANS FOR WALL DESIGN
PROPOSED GATE (RE:
LANDSCAPE ARCHITECT)
PROPOSED GATE (RE:
LANDSCAPE ARCHITECT)
SEE DETAIL A ON THIS SHEET
SEE DETAIL A
ON THIS SHEET
3.5'
14.67'
M
X
X
X X X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X X X
X
X
X
RD RD
7
2
PROPOSED 1.5'
WIDE VALLEY PAN
PROPOSED BOULDER WALL
(RE: LANDSCAPE ARCHITECT)
NORTHING: 131779.21
EASTING: 198874.04
(OUTSIDE FACE OF WALL)
NORTHING: 131778.61
EASTING: 198824.40
(OUTSIDE FACE OF WALL)
PROPOSED PLAZA (RE:
LANDSCAPE ARCHITECT)
PROPOSED LIGHT POLE (TYP. -
RE: LANDSCAPE ARCHITECT)
VALLEY PAN DISCHARGES
ACROSS (FLUSH) CONCRETE
PROPOSED 1.5'
WIDE VALLEY PAN
PROPOSED FENCE (RE:
LANDSCAPE ARCHITECT)
PROPOSED BUILDING
OVERHANG (RE: ARCHITECT)
5
Sheet
ODELL WINE PROJECT 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 12
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
C200
PAVING PLAN
4
LEGEND:
NOTES:
1. FOR BUILDING LAYOUT, REFERENCE ARCHITECTURAL PLANS.
2. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND
PAVEMENT RECOMMENDATIONS.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BENCHES,
SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, COLOR,
STYLE, AND PATTERN OF PERMEABLE PAVERS. DEFAULT INSTALLATION
OF PERMEABLE PAVERS SHALL BE A HERRINGBONE PATTERN.
4. CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR
PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC.
5. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS
AND PAVEMENT SECTIONS.
6. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
7. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE
PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER
RECOMMENDATIONS. CONCRETE CURBS AND SIDEWALKS CAN FUNCTION
AS AN EDGE RESTRAINT FOR PERMEABLE PAVERS.
8. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS
SECTION 22.6.2)
9. THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
10. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
11. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS
NOTED OTHERWISE.
12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
13. PAVERS OF A CONTRASTING OR CLASHING COLOR MAYBE USED AS AN
ALTERNATIVE TO STRIPING WITHIN PERMEABLE PAVERS. COORDINATE
THE USE OF CONTRASTING PAVER COLOR WITH LANDSCAPE ARCHITECT.
14. PRIVATE IMPROVEMENTS SHOWN WITHIN THE RIGHTS-OF-WAY ARE
SUBJECT TO APPROVAL OF AN ENCROACHMENT PERMIT.
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
PROPOSED PERMEABLE PAVERS
PROPOSED CURB
PROPOSED GRAVEL
PROPOSED CONCRETE FLATWORK
EXISTING CONCRETE FLATWORK
PROPOSED SAW CUT
6" VERTICAL CURB
9" FLUSH CURB
1' WIDE VERTICAL CURB
1' WIDE FLUSH CURB 4
3
2
1
EASEMENTS
VALLEY PAN
PROPOSED DOWNSPOUT CHAIN
(RE: ARCHITECT)
RD
STRIPING AND SIGNAGE LEGEND:
1
3
4
6
7
PROPOSED 4" SOLID WHITE LINE (SEE NOTE 13)
PROPOSED 6" WHITE DIAGONAL CROSS HATCH MARKINGS
(SEE NOTE 13)
PROPOSED "FIRE LANE" SIGN WITH NO PARKING SYMBOL AND
DIRECTIONAL ARROW POINTING TO THE LEFT
2
5
PROPOSED 4" SOLID WHITE LINE
PROPOSED 6" WHITE DIAGONAL CROSS HATCH MARKINGS
PROPOSED "FIRE LANE" SIGN WITH NO PARKING SYMBOL AND
DIRECTIONAL ARROWS POINTING TO THE LEFT AND RIGHT
PROPOSED "FIRE LANE" SIGN WITH NO PARKING SYMBOL AND
DIRECTIONAL ARROW POINTING TO THE LEFT MOUNTED ON BUILDING
8 PROPOSED "FIRE LANE" SIGN WITH NO PARKING SYMBOL AND
DIRECTIONAL ARROW POINTING TO THE RIGHT
A PLAZA DETAIL
C
T
T
T
T
T
SS SS
SS
SS
SS SS
SS SS
SS
SS SS SS
SS
SS SS
SS
SS SS
SS
SS SS
SS
SS
M
D
ST ST ST
ST
ST ST ST
ST
ST
ST
ST ST ST ST
ST ST ST
ST ST ST ST
ST ST ST
ST ST
D
D
H
Y
D
W
C
S
W
C
S
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
MH
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
D
D
D
C.O.
E
VAULT
ELEC
V.P.
ELEC
BRKR
E
GGG
C.O.
C.O.
AC
AC
M
T
T
T
T
X
G
G G G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
X
X
X
X
X
X
T
T
T
T
T T
T
T
T
T
T
X
X X
T
T
T
T
T
T T
T
T
T
ST
ST ST ST ST
W
W
W
W W
SS
SS SS
SS SS
SS
SS
V
AULT
ELEC
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EXISTING BUILDING
±2949 SF ASPHALT
TO BE REMOVED
±167 SF CONCRETE
TO BE REMOVED
±9 SF CONCRETE
TO BE REMOVED
ABANDON STORM SEWER
AND INLET. SEE NOTE 10.
EXISTING 10' SIDEWALK EX. SANITARY MANHOLE
EXISTING FIRE
HYDRANT
EXISTING GATE TO
BE REMOVED
EXISTING GAS
LINE TO REMAIN
REMOVE TREES
AND SHRUBS (RE:
LANDSCAPE PLAN)
AC UNITS
EXISTING SHRUBS
TO BE REMOVED
PRESERVE & PROTECT
EXISTING CONCRETE
PADS & TRANSFORMERS APPROXIMATE
LOCATION OF
EX. PHONE LINE
EXISTING GAS
LINE
EXISTING
WATER LINE
REMOVE EX.
ELECTRICAL
OUTLETS
EXISTING WATERLINE
VALVE
EXISTING 3
4" WATER METER & CURB
STOP TO BE REUSED. SEE SHEET
C300 FOR FURTHER DETAIL
EXISTING
UNDERGROUND
CABLE
EXISTING
UNDERGROUND
ELECTRIC
PRESERVE &
PROTECT BOLLARDS
±840 SF CONCRETE
TO BE REMOVED
±414 SF CONCRETE
TO BE REMOVED
APPROXIAMTELY 116' OF 3
4" WATER
SERVICE TO BE ABANDON 5' FROM
THE METER. (SEE SHEET C300.)
EXISTING 14'
ACCESS EASEMENT
TO BE VACATED
±16' RETAINING
WALL TO BE
REMOVED EXISTING 22'
ACCESS EASTMENT
TO BE VACATED
E. LINCOLN AVE.
EXISTING INLET
EXISTING POND
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EXISTING OVERHEAD
STRUCTURE
EXISTING SIDEWALK
HORSETOOTH HOT SAUCE
(832 E. LINCOLN AVE.)
PRESERVE & PROTECT
EXISTING CONCRETE PAD
& TRANSFORMER
EXISTING RETAINING
WALL TO REMAIN IN
PLACE
EXISTING RETAINING
WALL
PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING TREE
EDGE OF UTILITY
EASEMENT PER REC.
NO 19900004624
EDGE OF DRAINAGE AND
DETENTION POND EASEMENT
PER REC. NO 19950074251
OUTDOOR PATIO
EXISTING GRAVEL
TO BE REMOVED
±72 SF CONCRETE
TO BE REMOVED
ELECTRIC
VAULT
UNDERGROUND
ELECTRIC LINES
EXISTING STUMPS TO BE
REMOVED AS NEEDED TO
INSTALL WATER SERVICE.
COORDINATE DEMOLITION OF
HALLWAY BETWEEN BUILDINGS
WITH ARCHITECT.
EXISTING TREE TO
BE RELOCATED BY
CITY FORESTRY
±1730 SF CONCRETE
TO BE REMOVED
EXISTING STORM MH
RIM=4946.55
INV IN=4941.75 (W)
INV OUT=4941.31 (E)
EXISTING 22.74 LF
15" HDPE @ 0.92%
EXISTING 327.12 LF OF 15" HDPE STORM SEWER S = 0.25%
EXISTING 30.6 LF
18" RCP @ 0.85%
DO NOT PLUG STORM
SEWERS AND MANHOLE.
(SEE NOTE 10.)
EXISTING STORM
SEWER MANHOLE
Sheet
ODELL WINE PROJECT 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 12
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
C100
& DEMOLITION PLAN
EXISTING CONDITIONS
3
LEGEND:
G
EXISTING STORM SEWER ST
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
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. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
8. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED
ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, CURB AND
GUTTER, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. 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. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES
WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS.
10. REMOVE GRATE FROM EXISTING STORM INLET. FILL INLET AND STORM SEWER FROM INLET TO
MANHOLE WITH FLOW FILL AND ABANDON IN-PLACE. DO NOT PLUG MANHOLE AND EAST, WEST, AND
SOUTH STORM SEWERS IN MANHOLE.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 100-009
DATE: APRIL 17, 2008
ADDITIONAL FIELD SURVEYS:
NORTHERN ENGINEERING SERVICES, INC.
DATE: JANUARY 29, 2009
ADDITIONAL FIELD SURVEYS:
NORTHERN ENGINEERING SERVICES, INC.
DATE: AUGUST 01, 2019
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
ELEC
C
S
H2O
S
D
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING POWER POLE
EXISTING VERTICAL PIPE
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
W
PROPOSED SAWCUT
EXISTING TELEPHONE LINE T
EXISTING CABLE LINE CTV
EXISTING ROOF DRAIN
EXISTING DRY WELL
NOTES:
EXISTING STUMP
EXISTING TREE
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
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.
10. 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.
11. All recommendations of the Final Drainage Report for Odell Wine Project Dated February 12, 2020 by Northern
Engineering Services, Inc., shall be followed and implemented.
12. 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.
13. 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.
14. 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.
15. 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's
absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals
an improper installation.
16. 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.
17. 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.
18. 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.
19. 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.
20. 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.
21. 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.
22. 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.
23. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate
Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction
activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control
devices as may be required by the construction activities.
24. 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.
25. 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.
26. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins
Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer
County.
27. 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.
28. 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.
29. 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.
30. 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.
31. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction
site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall
submit record drawings to the City of Fort Collins Engineer.
32. 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:
BENCHMARK #1:
City of Fort Collins Benchmark 5-00
Location: On the top of curb at the signal pole base at the northwest corner Linden Street and Jefferson Street.
Elevation= 4978.05 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark R 402
Location: At the junction of 9th street and Lincoln Ave. in the East edge of the concrete footing for highline tower number
29, 156.8ft North of the centerline of the Avenue, 73.2 ft West of the Centerline of the street, and .7 ft West of the East
edge of the footing.
Elevation= 4942.21 (NAVD88)
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29
Unadjusted Datum (prior City of Fort Collins Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the following equation
should be used: NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) = NAVD88 - 3.18'
Basis of Bearings
North line of the Subdivision Plat of Odell Brewing Company First Replat as bearing South 89°11'23" West
33. All stationing is based on centerline of roadways unless otherwise noted.
34. 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.
35. 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.
36. 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.
37. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
38. 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.
39. 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.
40. Approved Variances are listed as follows:
· N/A
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.
16. See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.
17. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to
personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter
or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas,
and/or building sites.
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.
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 Report for Odell Wine Project Dated February 12, 2020 by Northern
Engineering Services, Inc., 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.
E. Waterline Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current
to date of construction.
2. 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.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2,\ and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF
Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at
all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The
curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25.
800 E. Lincoln Avenue
Fort Collins, Colorado 80525
(970) 498-9070
SITE ENGINEER
Rebecca Spears, AIA
RB+B Architects, Inc.
315 E. Mountain Avenue #100
Fort Collins, Colorado 80524
(970) 484-0117
ARCHITECT
SURVEYOR
PLANNER/LANDSCAPE
ARCHITECT
SHEET INDEX
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:
BENCHMARK #1:
City of Fort Collins Benchmark 5-00
Location: On the top of curb at the signal pole base at the northwest corner Linden Street
and Jefferson Street.
Elevation= 4978.05 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark R 402
Location: At the junction of 9th street and Lincoln Ave. in the East edge of the concrete
footing for highline tower number 29, 156.8ft North of the centerline of the Avenue, 73.2 ft
West of the Centerline of the street, and .7 ft West of the East edge of the footing.
Elevation= 4942.21 (NAVD88)
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) for
their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose,
the following equation should be used: NGVD29 Unadjusted Datum (prior City of Fort
Collins Datum) = NAVD88 - 3.18'
Basis of Bearings
North line of the Subdivision Plat of Odell Brewing Company First Replat as bearing South
89°11'23" West
Original Field Survey
Northern Engineering Services, INC.
Project Number: 100-009
Date: April 17, 2008
Additional Field Surveys:
Northern Engineering Services, INC.
Date: January 29, 2009
Additional Field Survey:
Northern Engineering Services, INC.
Date: August 01, 2019
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
UTILITY PLANS FOR
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH RANGE 69 WEST
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ODELL WINE PROJECT
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
(MAJOR AMENDMENT)
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
GAS----------------- Xcel Energy------------------------------------------(970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power--------------(970) 212-2900
CABLE------------- Comcast----------------------------------------------(800) 934-6489
TELECOM.--------CenturyLink------------------------------------------(970) 445-4382
WATER------------ City of Fort Collins Utilities-----------------------(970) 221-6700
WASTEWATER--City of Fort Collins Utilities-----------------------(970) 221-6700
STORMWATER- City of Fort Collins Utilities-----------------------(970) 221-6700
1 C000 COVER SHEET
2 C001 GENERAL & CONSTRUCTION NOTES
3 C100 EXISTING CONDITIONS & DEMOLITION PLAN
4 C200 PAVING PLAN
5 C300 UTILITY PLAN
6 C400 GRADING PLAN
7 C401 SUBGRADE PLAN
8 C500 SITE DETAILS
9 C501 UTILITY DETAILS
10 C600 EROSION CONTROL PLAN
11 C601 EROSION CONTROL NOTES
12 C602 EROSION CONTROL DETAILS
13 C603 DRAINAGE EXHIBIT
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
Bob Tessely, PLS
Northern Engineering Services, Inc.
301 N. Howes St., Suite 100
Fort Collins, Colorado 80521
(970) 221-4158