HomeMy WebLinkAboutGROWTH LEASING COLORADO - BDR190008 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSCOLLEGE AVENUE
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BLUE SPRUCE DR
REDWOOD ST
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Sheet
GROWTH LEASING COLORADO 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
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CS1
COVER SHEET
1
CONTACT INFORMATION
PROJECT TEAM:
GAS----------------- Xcel Energy---------------------------------------------------------(970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----------------------------(970) 224-6152
CABLE------------- Comcast-------------------------------------------------------------(970) 567-0245
TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501
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
FIBER OPTICS-- Colorado State University---------------------------------------(970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
APRIL 2019 SHEET INDEX
UTILITY PLANS FOR
BEING A REPLAT OF LOT 17, BLOCK 3, REPLAT (NO. 1) OF EVERGREEN PARK, LOCATED IN THE NORTHWEST QUARTER OF SECTION 1,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
GROWTH LEASING COLORADO
PHONE NUMBER
Danny Weber, PE
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorad 80521
(970) 221-4158
Bob Tessely, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
Sheet
GROWTH LEASING COLORADO 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 16
CS2
CONSTRUCTION NOTES
GENERAL AND
2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
VAULT
ELEC
E
VAULT
F.O.
S
C
S
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU OHU
OHU
OHU OHU OHU
OHU
OHU OHU OHU
OHU
OHU OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU OHU
OHU OHU OHU
OHU
OHU OHU
OHU
OHU
OHU OHU
OHU OHU
OHU
OHU OHU OHU
OHU
OHU
X
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
E
E
E
E
E E
DS DS
VAULT
ELEC
E
VAULT
F.O.
S
C
S
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU OHU
OHU
OHU OHU OHU
OHU
OHU OHU OHU
OHU
OHU OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU OHU
OHU OHU OHU
OHU
OHU OHU
OHU
OHU
OHU OHU
OHU OHU
OHU
OHU OHU OHU
OHU
OHU
X
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
E
E
E
E
4960
4965
4970
4975
4980
4985
4990
4995
4960
4965
4970
4975
4980
4985
4990
4995
9+50 10+00 11+00 12+00 12+50
CONNECT TO EXISTING
STA 10+95.80
INV. 4968.71 (N)
INV. 4968.71 (S)
EXISTING 105.80 LF 15" RCP @ 0.45%
9.36 LF 15" RCP @ 0.20%
STMH 1-1
STA 11+05.16
RIM 4973.2±
INV. IN 4968.73 (W)
INV. OUT 4968.73 (S)
12.43 LF 15" RCP @ 0.50%
OUTLET STRUCTURE 1-2
STA 11+17.59
RIM 4971.5±
INV. IN 4968.79 (N)
INV. OUT 4968.79 (E)
24-INCH ADS INLET 1-3
STA 11+40.68
RIM 4972.5±
INV. IN 4969.42 (N)
INV. OUT 4969.42 (S)
45° BEND
STA 11+70.97
INV. 4969.48 (NW)
INV. 4969.48 (S)
6.00 LF 4" PVC @ 0.13%
6.37 LF 4" PERF. PVC @ 0.20%
CLEANOUT
STA 11+81.88
RIM 4974.5±
INV. OUT 4969.50 (SE)
EXISTING
GROUND
PROPOSED
GROUND
PIPE TRANSITION 2
STA 11+77.34
INV. 4969.49 (NW)
INV. 4969.49 (SE)
PIPE TRANSITION 1
STA 11+46.68
INV. 4969.43 (N)
INV. 4969.43 (S)
24.28 LF 4" PERF. PVC @ 0.22%
4.54 LF 4" PVC @ 0.20%
23.10 LF 15" HDPE @ 2.71%
SEE SIDE
NOTE
NOTE
RIM ELEVATION IS REFERRING TO TOP OF ADS INLET,
NOT TOP OF GRATED DOME. GRATED DOME WILL
EXTEND ABOVE REFERENCED RIM ELEVATION
RESTRICTOR PLATE
SEE OUTLET STRUCTURE DETAILS 100-yr HGL
V
AULT
ELEC
E
C
S
OHU
OHU OHU
OHU
OHU OHU
OHU
OHU OHU OHU
OHU
OHU
OHU
OHU OHU OHU
OHU
OHU
X
CTV
CTV
CTV
CTV
CTV
G
G
G
G G
G
G
G
G
G
E
E
E E E
E
E
E
E
W
W
FO
FO FO
FO
FO FO
FO
FO
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
ST ST
ST
ST ST ST
D
8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
W
W
UD
S W
CLEANOUT
STA 11+81.88
N: 137222.75
E: 195390.30
6.37 LF 4" PVC @ 0.20%
45° BEND
STA 11+70.97
N: 137214.97
E: 195397.96
6.00 LF 4" PVC @ 0.13%
24-INCH ADS INLET 1-3
STA 11+40.68
N: 137184.69
E: 195397.73
OUTLET STRUCTURE 1-2
STA 11+17.59
N: 137161.59
E: 195397.55
12.43 LF 15" RCP @ 0.50%
STMH 1-1
STA 11+05.16
N: 137161.49
E: 195409.98
9.36 LF 15" RCP @ 0.20%
CONNECT TO EXISTING
STA 10+95.80
N: 137152.14
E: 195410.10
EXISTING 15" RCP STORM
5' SIDEWALK
RAIN
GARDEN 1
DETENTION
POND 1
23.10 LF 15" HDPE @ 2.71%
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4985
4990
9+50 10+00 11+00
FES 2-2
STA 10+26.00
INV. 4971.76 (S)
30.50 LF 18" RCP @ 0.85%
FES 2-1
STA 9+95.50
INV. 4971.50 (N)
EXISTING
GROUND
PROPOSED
GROUND
4" PVC SANITARY
STA.=10+01.00
INV.=4968.64
100-yr HGL
DS DS
VAULT
ELEC
E
S
OHU OHU
OHU OHU
OHU
OHU
OHU OHU
OHU OHU
OHU OHU
OHU OHU OHU
OHU
OHU OHU
G
G
G
G
G
G G
G G
E
E E
E
E
E
E E
W
W
FO
FO
FO
FO FO
FO FO
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W
W
UD
W
S
FES 2-1
STA 9+95.50
N: 137222.69
E: 195398.27
30.50 LF 18" RCP @ 0.85%
FES 2-2
STA 10+26.00
N: 137253.18
5' SIDEWALK E: 195398.51
RAIN
GARDEN 1
DETENTION
POND 1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=20'
STORM DRAIN LINE 1
Sheet
GROWTH LEASING COLORADO 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 16
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner ST1
PLAN AND PROFILE
STORM DRAIN LINES 1 & 2
7
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=20'
KEYMAP
VAULT
ELEC
E
S
S
RED CEDER CIR.
ALLEY
STM 2 - SHT ST1
1'
STORM DRAIN LINE 2
STM 1 - SHT ST1
STM 3 - SHT ST2
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
UTILITIES, TREES, LIGHT POLES, MONUMENT SIGNS, ETC.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
Text Over Text
4/23/19
E E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
G
G
G
G G
G
G
G
G
G
E
E
E E E
E
E
E
E
W
W
FO
FO FO
FO
FO FO
FO FO
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
ST ST
ST
ST ST ST
D
8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W 8" W
H
Y
D
W
W
1
75' TRANSMISSION LINE
EASEMENT PER PLAT
(NO.1 OF EVERGREEN PARK)
RED CEDAR CIRCLE
ALLEY
EXISTING 20'
EOP-EOP
EVERGREEN PARK
REPLAT 1, LOT 6, BLOCK 4
OWNER: DENNIS SMILIE
EVERGREEN PARK
REPLAT 1, LOT 5, BLOCK 4
OWNER: JERALD RUSSELL
EVERGREEN PARK 5TH FILING
LOT 1
OWNER: PWS PROPERTIES, LLC
BURGER INN PUD
OWNER: WESTERN STATES BANK
REPLAT (NO. 1) OF EVERGREEN PARK
TRACT C
EVERGREEN PARK REPLAT
LOT 18, BLOCK 3
OWNER: GILLETT REVOCABLE LIVING
EVERGREEN PARK 5TH FILING
LOT 2
OWNER: PWS PROPERTIES, LLC
PROPOSED 9' UTILITY
EASEMENT
PARCEL #9701200002
OWNER: GLOBOK LLC
PROPOSED 3'
RIGHT-OF-WAY
DEDICATION EXISTING 60'
RIGHT-OF-WAY
2
FL
N:137162.56
E:195201.88
EOC
N:137233.12
E:195213.77
EOC
N:137232.87
E:195245.76
BLDG CORNER
N:137233.13
E:195212.43
BLDG CORNER
N:137181.13
E:195212.03
BLDG CORNER
N:137179.81
E:195382.69
BLDG CORNER
N:137231.80
E:195383.09
17' (TYP.)
9'
(TYP.)
24' FL-FL
P6
1
2 2
1
P2 T 1
END 2' PAN
BEGIN TRANSITION
18" INFALL CURB & GUTTER
N:137285.89
FL E:195371.68
N:137287.76
E:195131.52
24'
FL-EOP
5' SIDEWALK
5' SIDEWALK
EOC
N:137141.93
E:195420.54
EOC
N:137147.18
E:195424.62
EOC
N:137301.00
E:195413.63
EOC
N:137300.96
E:195418.63
PROPOSED HIGH VOLUME
DRIVEWAY APPROACH
TRANSFORMER (SEE DTL 707.1)
N:137259.84
E:195379.04
LANDSCAPE WALL
N:137239.24
E:195391.93
PROPOSED
GATE
PROPOSED FENCE
(SEE LANDSCAPE
PLAN)
PROPOSED
GATE
TRASH
ENCLOSURE
N:137261.61
E:195150.32
PROPOSED FENCE
(SEE LANDSCAPE
PLAN)
FL
N:137246.37
E:195426.26
FL
N:137300.44
E:195426.91
P2 P2
LANDSCAPE WALL
N:137180.64
E:195275.94
RETAINING CURB
SEE DTL 303 SHT D3
N:137143.66
E:195363.17
PROPOSED 8' UTILITY
EASEMENT
PROPOSED
OUTLET STRUCTURE
PROPOSED
INLET
13'
EXISTING
OVERHEAD
TRANSMISSION
LINES
P2
EOC
N:137245.62
E:195213.86
2
T
1
PROPOSED DOWNSPOUTS (TYP.)
(SEE ARCHITECTURE PLANS)
PROPOSED PEDESTRIAN
ACCESS EASEMENT
EASEMENT
EXCLUSION
EVERGREEN PARK
REPLAT 1, LOT 7, BLOCK 4
OWNER: DEBRA & RANDOLPH MILAN
LANDSCAPE WALL
N:137179.81
E:195382.69
SAWCUT LINE
24' EMERGENCY
ACCESS EASEMENT
6'
CURB
CUT
RETAINING CURB
SEE DTL 303 SHT D3
N:137179.74
E:195391.47
PROPOSED RAIN GARDEN
(SEE DTL D-53 SHT D5)
PROVIDE GEOTEXTILE LINER
ALONG WEST SIDE
EOC
N:137245.37
E:195245.86
HEAVY DUTY
CONCRETE
CURB TAPER
HEAVY DUTY
CONCRETE
14'
TRASH
ENCLOSURE
N:137242.75
E:195176.20
ADA RAMP
1
26'
EOC
N:137251.59
E:195153.24
"FIRE LANE" SIGN
N:137289.49
E:195166.76
"FIRE LANE" SIGN
N:137288.90
E:195241.76
"FIRE LANE" SIGN
N:137288.32
E:195316.75
"FIRE LANE" SIGN
N:137287.74
E:195391.75
"FIRE LANE" SIGN
N:137261.29
E:195192.67
"FIRE LANE" SIGN
N:137261.76
E:195131.32
BIKE RACK
LINE TABLE
LINE
L1
L2
L4
L6
L7
L8
L10
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L26
LENGTH
77.67'
25.00'
54.98'
14.50'
108.00'
14.50'
7.50'
25.00'
29.99'
24.09'
3.30'
6.88'
9.30'
24.00'
7.44'
6.65'
54.09'
193.67'
0.00'
241.17'
BEARING
S89°33'16.86"E
N00°26'43.14"E
N89°33'16.86"W
S00°26'43.14"W
N89°33'16.86"W
N00°26'43.14"E
N89°33'16.86"W
S00°26'43.14"W
N00°48'48.14"E
N00°31'35.86"E
N00°26'43.14"E
N00°26'43.14"E
N00°26'43.14"E
N00°26'43.14"E
S00°26'43.14"W
S00°26'43.14"W
N89°33'16.86"W
N89°43'06.38"W
???
N89°33'16.86"W
LINE TABLE
LINE
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
LENGTH
59.50'
8.78'
8.57'
46.17'
8.57'
20.22'
36.30'
48.24'
15.00'
60.67'
BEARING
N00°26'43.14"E
S89°33'16.86"E
S00°26'43.14"W
S89°33'16.86"E
N00°26'43.14"E
S89°33'16.86"E
S00°26'43.14"W
N89°33'16.86"W
N00°26'43.14"E
N89°33'16.86"W
CURVE TABLE
CURVE
C1
C3
C4
C5
C6
C7
C10
C11
C12
C15
C16
C18
C19
C21
C22
C24
C25
C26
C27
C28
DELTA
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°22'05"
89°55'07"
25°50'31"
25°50'31"
25°50'31"
25°50'31"
29°55'35"
29°55'35"
29°55'35"
29°55'35"
90°00'00"
47°36'01"
47°36'01"
26°59'56"
47°36'01"
RADIUS
15.00'
5.00'
2.50'
2.50'
5.00'
15.00'
15.00'
10.00'
10.00'
15.00'
5.00'
5.00'
10.00'
10.00'
5.00'
15.00'
15.00'
10.00'
15.00'
10.00'
LENGTH
23.56'
7.85'
3.93'
3.93'
7.85'
23.66'
23.54'
4.51'
4.51'
6.77'
2.26'
2.61'
5.22'
5.22'
2.61'
23.56'
12.46'
8.31'
7.07'
8.31'
BEARING
N45°26'43"E
N44°33'17"W
S45°26'43"W
N44°33'17"W
S45°26'43"W
S44°22'14"E
S45°29'09"W
N12°28'32"W
N12°28'32"W
N12°28'32"W
N12°28'32"W
S15°24'31"W
S15°24'31"W
S15°24'31"W
S15°24'31"W
N44°33'17"W
S23°21'18"E
S23°21'18"E
N33°39'20"W
N23°21'18"W
CHORD
21.21'
7.07'
3.54'
3.54'
7.07'
21.28'
21.20'
4.47'
4.47'
6.71'
2.24'
2.58'
5.16'
5.16'
2.58'
21.21'
12.11'
8.07'
7.00'
8.07'
Sheet
GROWTH LEASING COLORADO 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 16
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
STRIPING AND SIGNAGE LEGEND:
1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
HC1
HORIZONTAL CONTROL PLAN
4
HORIZONTAL CONTROL LEGEND:
STANDARD ACCESS RAMP S
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP D
X' PAN PX
CORNER APPROACH ACCESS RAMP C
18" INFALL VERTICAL CURB AND GUTTER
18" OUTFALL VERTICAL CURB AND GUTTER
30" INFALL VERTICAL CURB AND GUTTER
30" OUTFALL VERTICAL CURB AND GUTTER
1
2
3
4
31" ROLL-OVER CURB AND GUTTER 5
CURB TRANSITION T
PROPOSED CONCRETE
BI-DIRECTIONAL ACCESS RAMP B
2
Does not match the
Subdivision Plat.
4/23/19
E
E
FO
FO
FO
FO
FO
FO
FO
FO
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
G
G
G
G G
G
G
G
G
G
E
E
E E E
E
E
E
E
W
W
FO
FO FO
FO
FO FO
FO FO
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
ST ST
ST
ST ST ST
D
8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W 8" W
H
Y
D
W
W
EXISTING 8"
SANITARY SEWER
75' TRANSMISSION LINE EASEMENT PER
PLAT (NO.1 OF EVERGREEN PARK) PROJECT
BOUNDARY (TYP.)
EXISTING OVERHEAD
TRANSMISSION LINES
RED CEDAR CIRCLE
ALLEY
EXISTING 8"
SANITARY SEWER
EXISTING 8"
WATERLINE
EXISTING 20'
EOP-EOP
EVERGREEN PARK
REPLAT 1, LOT 6, BLOCK 4
OWNER: DENNIS SMILIE
EVERGREEN PARK
REPLAT 1, LOT 5, BLOCK 4
OWNER: JERALD RUSSELL
EVERGREEN PARK REPLAT
LOT 17, BLOCK 3
OWNER: PETER SHERMAN
EVERGREEN PARK 5TH FILING
LOT 1
OWNER: PWS PROPERTIES, LLC
BURGER INN PUD
OWNER: WESTERN STATES BANK
N:137300.97
E:195416.66
FND #4 REBAR
NO CAP, BENT
EXISTING ±187 LF CONCRETE
CHANNEL TO BE REMOVED
EXISTING ±47 LF CONCRETE
CHANNEL TO BE REMOVED
REPLAT (NO. 1) OF EVERGREEN PARK
TRACT C
EVERGREEN PARK REPLAT
LOT 18, BLOCK 3
OWNER: GILLETT REVOCABLE LIVING
EVERGREEN PARK 5TH FILING
LOT 2
OWNER: PWS PROPERTIES, LLC
RAISE EXISTING
ELECTRIC VAULT
LID TO FINISHED
GRADE
EXISTING CONCRETE PAN
TO REMAIN
N:137303.80
E:195116.64
FND NAIL & SHINER
NE, LS 14823
N:137145.35
E:195115.26
FND 60D NAIL
EXISTING 6' UTILITY
EASEMENT TO BE VACATED
EXISTING ±54 LF CURB &
GUTTER TO BE REMOVED
EXISTING 6' UTILITY
EASEMENT TO BE
VACATED
EXISTING 30"
VERTICAL CURB &
GUTTER
PARCEL # 9701200002
OWNER: GLOBOK LLC
EXISTING STORM CULVERT TO
BE REMOVED
EXISTING 15" RCP STORM TO
REMAIN
SAWCUT LINE
PATCH EXISTING ASPHALT
AS NECESSARY FOR
INSTALLATION OF UTILITY
SERVICES
EXISTING CURB & GUTTER
TO BE REMOVED AND
REPLACED WITH UTILITY
SERVICE INSTALLATION
EXISTING TRASH
ENCLOSURE. RELOCATE TO
THE SOUTH AS NECESSARY
EXISTING 60'
RIGHT-OF-WAY
EXISTING 15"
STORM STUB
EVERGREEN PARK
REPLAT 1, LOT 7, BLOCK 4
OWNER: DEBRA & RANDOLPH MILAN
EXISTING FIRE
HYDRANT
SAWCUT LINE
Sheet
GROWTH LEASING COLORADO 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 16
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
4. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
5. 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.
6. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
7. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EX1
DEMOLITION PLAN
EXISTING CONDITIONS AND
3
Does not match the
Does not match the Subdivision Plat.
Subdivision Plat.
4/23/19
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the "Final Drainage and Erosion Control Report for Growth Leasing Colorado" dated April 2, 2019 by Northern Engineering
shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARK 1-10 NORTHWEST CORNER OF COLLEGE AVE. AND WILLOX LANE ON THE SOUTHWEST CORNER OF A STORM INLET.
ELEVATION: 4987.25
BENCHMARK 42-97 ON TOP OF A STORM INLET STRUCTURE ON THE EAST SIDE OF REDWOOD STREET, 400 FEET SOUTH OF
WILLOX LANE.
ELEVATION: 4969.93
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) = NAVD - 3.18'.
BASIS OF BEARINGS IS THE NORTH LINE OF LOT 17, BLOCK 3, REPLAT (NO. 1) OF EVERGREEN PARK AS BEARING SOUTH 89°27'33"
EAST (ASSUMED BEARING).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
a. 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.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the "Final Drainage and Erosion Control Report for Growth Leasing Colorado" dated April 2, 2019 by Northern Engineering
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. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the City of 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.
NAVD88
4/23/19
LANDSCAPE ARCHITECT
VICINITY MAP
NORTH
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:
Northern Engineering Services, Inc.
Project No. 1585-001
Date: November 13, 2018
FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Jennifer Gardner, PLA ASLA
Logan Simpson
213 Linden Street, Ste 300
Fort Collins, CO 80524
(970) 449-4110 x4827
SITE ENGINEER
SURVEYOR
DEVELOPER/APPLICANT
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
Tom Orfanos, EVP-Corporate Development
Growth Leasing LLC
3019 Duportail Street, #177
Richland, WA 99352
(505) 570-7745
PROJECT
LOCATION
1 CS1 COVER SHEET
2 CS2 GENERAL AND CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN
4 HC1 HORIZONTAL CONTROL PLAN
5 U1 UTILITY PLAN
6 G1 GRADING PLAN
7 ST1 STORM DRAIN LINES 1 & 2 PLAN AND PROFILE
8 ST2 STORM DRAIN LINE 3 PLAN AND PROFILE
9 EC1 EROSION CONTROL PLAN
10 EC2 EROSION CONTROL DETAILS
11 D1 UTILITY DETAILS
12-13 D2-D3 SITE DETAILS
14-15 D4-D5 DRAINAGE DETAILS
PROJECT DATUM: NAVD88 16 DR1 DRAINAGE EXHIBIT
BENCHMARK 1-10 NORTHWEST CORNER OF COLLEGE AVE. AND WILLOX LANE ON THE
SOUTHWEST CORNER OF A STORM INLET.
ELEVATION: 4987.25
BENCHMARK 42-97 ON TOP OF A STORM INLET STRUCTURE ON THE EAST SIDE OF
REDWOOD STREET, 400 FEET SOUTH OF WILLOX LANE.
ELEVATION: 4969.93
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) = NAVD - 3.18'.
BASIS OF BEARINGS IS THE NORTH LINE OF LOT 17, BLOCK 3, REPLAT (NO. 1) OF
EVERGREEN PARK AS BEARING SOUTH 89°27'33" EAST (ASSUMED BEARING).
NAVD88
4/23/19