HomeMy WebLinkAboutJEFFERSON & LINDEN RESTAURANT - PDP - PDP160030 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW. MOUNTAIN AVE
RIVERSIDE AVE.
LINDEN ST.
WILLOW ST.
E. LINCOLN AVE.
JEFFERSON ST.
CHERRY ST.
MAPLE ST.
MASON ST.
HOWES ST.
LAPORTE AVE.
N. COLLEGE AVE.
POUDRE RIVER
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
838-014
Sheet
JEFFERSON AND LINDEN RESTAURANT
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 N G I N E E R I N G
N O R T H E RN
09/28/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
DATE:
SEPTEMBER 28,
2016
of 8
C000
COVER SHEET
N. Haws
A. Boese
NTS
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
City Engineer Date
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
838-014
Sheet
JEFFERSON AND LINDEN RESTAURANT
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 N G I N E E R I N G
N O R T H E RN
09/28/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
DATE:
SEPTEMBER 28,
2016
of 8
C001
COVER SHEET
N. Haws
A. Boese
NTS
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
VAULT
ELEC
VAULT
ELEC
T
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
VAULT
ELEC
R R
VAULT
ELEC
H
Y
D
ELEC
ELEC
H2O
IRR
W
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
TRAFFIC
VAULT
TRAFFIC
VAULT
CONTROL
IRR
S
VAULT
ELEC
MW
WV
H
Y
D
C.O.
X X X X X X X
X X
X
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W
6" W
6" W
6" SS 6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS 6" SS
15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
W
F
S
E E E
E
E E E
E
E E
W
UD UD
VAULT
ELEC
VAULT
ELEC
T
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
VAULT
ELEC
R R
VAULT
ELEC
H
Y
D
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
TRAFFIC
VAULT
TRAFFIC
VAULT
CONTROL
IRR
S
VAULT
ELEC
MW
WV
H
Y
D
C.O.
X X X X X X X
X X
X
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W
6" W
6" W
TF
X X X X
X X X X X X
X X
X X
X X
X X
X X
X
25.01'
VAULT
ELEC
VAULT
ELEC
T
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
VAULT
ELEC
R R
VAULT
ELEC
H
Y
D
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
TRAFFIC
VAULT
TRAFFIC
VAULT
CONTROL
IRR
S
VAULT
ELEC
MW
WV
H
Y
D
C.O.
X X X X X X X
X X
X
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W
6" W
6" W
VAULT
ELEC
VAULT
ELEC
T
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
VAULT
ELEC
R R
VAULT
ELEC
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
TRAFFIC
VAULT
TRAFFIC
VAULT
CONTROL
IRR
S
VAULT
ELEC
MW
C.O.
X X X X X X X
X X
X
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W
6" W
6" W
6" SS 6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS
15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
TF
X X X X
X X X X X X
X X
X X
X X
X X
X X
X
25.01'
EXISTING INLET
VAULT
ELEC
VAULT
ELEC
T
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
VAULT
ELEC
R R
VAULT
ELEC
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
TRAFFIC
VAULT
TRAFFIC
VAULT
CONTROL
IRR
S
VAULT
ELEC
MW
C.O.
X X X X X X X
X X
X
15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
TF
X X X X
X X X X X X
X X
X X
X X
X X
X X
X
25.01'
IP
IP
SF
SF SF
SF
SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
VTC
E E E
E
E E E
E
E E
UD UD
VTC
SF SF SF SF SF SF
SF SF SF SF SF
SF SF SF
SF
SF
JEFFERSON STREET
(70' PUBLIC R.O.W.)
LINDEN STREET
(100' PUBLIC R.O.W.)
RS
RS
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
838-014
Sheet
JEFFERSON AND LINDEN RESTAURANT
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 N G I N E E R I N G
N O R T H E RN
09/28/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
DATE:
SEPTEMBER 28,
2016
of 8
C500
EROSION CONTROL PLAN
N. Haws
A. Boese
1"=20'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
NORTH
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR.
4953
PROPOSED CONTOUR 93
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
BENCHMARK/BASIS OF BEARING:
PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark 5-00
On top of curb at the signal pole base at the Northwest corner of Linden St.
and Jefferson St.
Elevation=4978.05
City of Fort Collins Benchmark 1-13
Southwest corner of College Ave. and Maple St., on a concrete traffic signal
base.
Elevation=4979.75
Basis of Bearings:
Southeasterly line of Block 7, City of Fort Collins as bearing South 41° 33' 23"
West
BALE OUTLET PROTECTION
BOP
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD
VTC
SILT FENCE SF SF SF
RIPRAP RP
{1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact________________________________
Company________________________________
Address________________________________
Phone________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT
AREA IF ACCESS IS OFF PAVEMENT.
}4.REFER TO THE {PRELIMINARY DRAINAGE & EROSION CONTROL REPORT FOR
JEFFERSON AND LINDEN RESTAURANT DATED SEPTEMBER 28, 2016} BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
ROCK SOCK RS
CONCRETE WASH AREA
CWA
SEDIMENT TRAP ST
EROSION CONTROL NOTES:
8
E E E
E
E E E
E
E E
UD UD
CHAMBER
OUTLET STRUCTURE
CHAMBER OUTFALL
EXISTING INLET
1
0.20
2
0.25
1
JEFFERSON STREET
(70' PUBLIC R.O.W.)
LINDEN STREET
(100' PUBLIC R.O.W.)
2
3
0.02
3
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
838-014
Sheet
JEFFERSON AND LINDEN RESTAURANT
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 N G I N E E R I N G
N O R T H E RN
09/28/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
DATE:
SEPTEMBER 28,
2016
of 8
C400
DRAINAGE EXHIBIT
N. Haws
A. Boese
1"=20'
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM DRAIN
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT 1
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROJECT BENCHMARKS
NOTES:
1. REFER TO THE "PRELIMINARY DRAINAGE & EROSION CONTROL REPORT FOR
JEFFERSON AND LINDEN RESTAURANT" BY NORTHERN ENGINEERING, DATED
SEPTEMBER 28, 2016 FOR ADDITIONAL INFORMATION.
BASIN
DESIGNATION
BASIN
AREA (AC)
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED UNDERDRAIN UD
PERMEABLE PAVERS
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins Benchmark 5-00
NAVD88 Elevation= 4978.05
BENCHMARK #2:
City of Fort Collins Benchmark 1-13
NAVD88 Elevation= 4979.75
1
X.XXX
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
7
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C10 C100 10-yr
Tc
(min)
100-yr
Tc
(min)
Q10
(cfs)
Q100
(cfs)
1 1 0.19 0.35 0.43 15.0 14.4 0.21 0.56
2 2 0.24 0.78 0.97 9.0 8.7 0.72 1.89
3 3 0.02 0.15 0.19 5.0 5.0 0.01 0.04
6" SS 6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS
15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
JEFFERSON STREET
(70' PUBLIC R.O.W.)
LINDEN STREET
(100' PUBLIC R.O.W.)
BLOCK 7
BLOCK 13
78.38
78.76
W
E E E
E
E E E
E
E E
UD UD
PROPOSED CHAMBER ACCESS
BASIN WITH WATER QUALITY WEIR
TIE TO EXISTING
CURB & GUTTER
SAWCUT LINE
(78.13)
EXISTING 6' WALK
EXISTING ±6"
TIMBER WALL
6" SUBDRAIN
(77.79)
(78.54)
LOT 2
LOT 4
LOT 6
LOT 8
LOT 10
LOT 12
LOT 14
16' ADDITIONAL
ROW
(78.35)
78.50
78.37
79.11
78.94
78.98
78.59
(76.86)
(76.55)
(76.70)
(76.67)
(75.28)
(78.30)
(78.31)
(78.25)
78.70
78.70
78.70
78.42
78.36
78.81
(75.68)
(75.39)
78.45
78.70
78.75
(78.21)
(77.53)
78.47
76.99
77.05
(76.85)
(76.36)
78.46
77.50
(76.74)
76.78
(78.28)
76.74
FFE=78.70
4.9%
4.6%
78.67
0.5%
10.0%
2.1%
0.0%
25.0%
10.8%
4.4%
5.2%
5:1
7:1
4:1
4:1
8.3%
2.8%
3.7%
2.2%
(1.5%)
(0.9%)
(1.3%)
(2.3%)
(2.0%)
(0.4%)
(6.7%)
(1.9%)
(3.5%)
(3.2%)
(3.2%)
(5.3%)
(4.8%)
(4.4%)
(6.6%)
(4.9%)
PROPOSED WOOD WALL
78.38
77.99
77.68
78.38
77.41
78.44
10.8%
???
22.1%
13.4%
25.3%
18.9%
13.7%
12.7%
0.5%
0.5%
1.0%
2.0%
0.5%
2.0%
0.5%
0.5%
4.8%
(78.06)
(77.20)
8' UTILITY
EASEMENT
79.18
78.35
78.42
78.46
78.50
78.33
78.33
78.33
78.33
78.33
78.33
TRENCH DRAIN (TYP.)
2' CURB CUT AND
SIDEWALK CHASE
PROPOSED STORMTECH
WATER QUALITY CHAMBERS
78.38
78.55
78.60
78.45
78.45
78.41
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
838-014
Sheet
JEFFERSON AND LINDEN RESTAURANT
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 N G I N E E R I N G
N O R T H E RN
09/28/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
DATE:
SEPTEMBER 28,
2016
of 8
C300
GRADING PLAN
N. Haws
A. Boese
1"=20'
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
NORTH
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
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 PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOT ELEVATIONS ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE
NOTED.
5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
5
6" SS 6" SS 6" SS 6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS 6" SS 6" SS 6" SS
15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
TF
X X X X
X X X X X X
X X
X X
X X
X X
X X
X
25.01'
JEFFERSON STREET
(70' PUBLIC R.O.W.)
LINDEN STREET
(100' PUBLIC R.O.W.)
BLOCK 7
BLOCK 13
LOT 1
LOT 2
LOT 4
LOT 6
LOT 8
LOT 10
LOT 12
LOT 14
PROPOSED 8' UTILITY
& ACCESS EASEMENT
FIRE SERVICE
1.5" WATER SERVICE
SANITARY
SEWER SERVICE
RELOCATED 2"
IRRIGATION METER
CONNECT TO EXISTING
SANITARY SEWER (LOCATION
APPROXIMATE SEE NOTE 6.)
CONNECT TO EXISTING
WATER MAIN
1.5" WET TAP
CONNECT TO
EXISTING WATER MAIN
16"x4" WET
CONNECTION w/ TB
N48°21'10"W SANITARY SERVICE
132.7± @ 2.0% 6" PVC
APPROXIMATE ASPHALT
PATCHING (SEE NOTE 7)
APPROXIMATE ASPHALT
PATCHING (SEE NOTE 7)
S48°23'44"E
2.5± 4" PVC FIRELINE
APPROXIMATE LOCATION
EXISTING 16" WATER
(FORT COLLINS UTILITIES)
APPROXIMATE LOCATION
EXISTING 6" SANITARY SEWER
(CITY OF FORT COLLINS)
APPROXIMATE LOCATION
EXISTING 10" WATER
(FORT COLLINS UTILITIES)
EXISTING 6' WALK
PROPOSED ELECTRIC
TRANSFORMER
PROPOSED TRASH
ENCLOSURE
PROPOSED STORMTECH
WATER QUALITY CHAMBERS
CONNECT TO
EXISTING CURB INLET
PROPOSED
STORM DRAIN
ROOF LEADER (TYP.)
PROPOSED
RAIN GARDEN
PROPOSED CURB CUT
AND SIDEWALK CHASE
PROPOSED TRENCH
DRAIN (TYP.)
PROPOSED UNDERDRAIN
PROPOSED STORM
DRAIN (TYP.)
PROPOSED 16'
ADDITIONAL ROW
PROPOSED DRAIN BASIN
PROPOSED OUTLET
CONTROL STRUCTURE
EXISTING STORM
DRAIN INLET
N41°36'16"E
88.0± 4" PVC FIRELINE
N41°36'16"E
46.1± 1.5" WATER SERVICE
1.5" WATER METER
35.0± 1.5" WATER SERVICE
UTILITY EASEMENT BY
SEPARATE DOCUMENT
24' EMERGENCY ACCESS EASEMENT
BY SEPARATE DOCUMENT
BUS PAD
74.5' ACCESS EASEMENT
BY SEPARATE DOCUMENT
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
838-014
Sheet
JEFFERSON AND LINDEN RESTAURANT
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 N G I N E E R I N G
N O R T H E RN
09/28/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
DATE:
SEPTEMBER 28,
2016
of 8
C300
UTILITY PLAN
N. Haws
A. Boese
1"=20'
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
4
LEGEND:
PROJECT BOUNDARY
PROPOSED CURB & GUTTER
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
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF
FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION.
3. 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.
4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
7. REFER TO THE PLAT FOR LOT AREA, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8. FIRE LINE SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1' ABOVE THE
FINISHED FLOOR ELEVATION.
9. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD
LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS,
EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS
OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO
ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR
POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL
NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS
DESIRED.
10. 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.
NOTES:
W
FDC
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED WATER SERVICE LINE W
PROPOSED SANITARY SERVICE LINE S
PROPOSED FIRE SERVICE LINE F
EXISTING FIRE HYDRANT
H
Y
D
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE & MANHOLE SS
EXISTING BURIED ELECTRIC E
EXISTING LIGHT POLE
EXISTING LIGHT POLE ELEC
VAULT
EXISTING SIGN
EXISTING TRAFFIC VAULT TRAFFIC
VAULT
EXISTING IRRIGATION VAULT IRR
VAULT
EXISTING TELEPHONE PEDESTAL T
EXISTING STORM INLET
EXISTING RAILROAD TRACKS
S
PROPOSED WATER METER W
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED DOWNSPOUT
PROPOSED UNDERDRAIN UD
PROPOSED STORM DRAIN
PROPOSED FENCE X
±497 SF CONCRETE
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
JEFFERSON STREET
(70' PUBLIC R.O.W.)
LINDEN STREET
(100' PUBLIC R.O.W.)
UNION PACIFIC RAILROAD COMPANY
BLOCK 7
30' VACATED R.O.W.
BK 1680, PG 064
EXISTING "JEFFERSON
STREET PARK" SIGN
TO BE REMOVED
"EXISTING "NO TRESPASSING"
SIGNS TO BE REMOVED
EXISTING "PRIVATE PARKING"
SIGNS TO BE REMOVED
"NO ALCOHOL
IN PARK" SIGN TO
BE REMOVED
EXISTING 6' SIDEWALK
"2 HR PARKING"
BLOCK 13
/ / / / / / / / / /
/
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
±124 LF CONCRETE CURB
TO BE REMOVED
EXISTING TREE
TO REMAIN (TYP.)
SAWCUT LINE
"NO PARKING"
"BUS STOP"
SIGN TO REMAIN
EXISTING
BENCH TO REMAIN
EXISTING
BENCH
EXISTING
INFORMATIONAL
HISTORY SIGN
EXISTING STORM INLET
GRATE=4976.74
INV OUT=4974.24 (SW) 18" CMP
EXISTING STORM INLET
GRATE=4975.27
INV OUT=4973.48 (SE) 6" CMP
EXISTING TREE
TO BE REMOVE (TYP.)
EXISTING WATER SPIGOT
AND IRRIGATION MANHOLE
TO BE REMOVED
RELOCATE EXISTING
IRRIGATION METER
LOT 2
LOT 4
LOT 6
LOT 8
LOT 10
LOT 12
LOT 14
LOT 3
LOT 5
LOT 7
LOT 9
LOT 11
LOT 13
LOT 15
UNION PACIFIC RAILROAD COMPANY
EXISTING
CONCRETE VAULT
RIM=4976.80
INV OUT=4972.65 (SW) 6" METAL PIPE
EXISTING
TIMBER WALL
TO REMAIN
EXISTING "NO PARKING" SIGN
EXISTING "NO PARKING" SIGN
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
REMOVE EXISTING
STRIPING (TYP.)
REMOVE EXISTING
STRIPING (TYP.)
REMOVE AND REPLACE
±1715 SF ASPHALT
REMOVE AND REPLACE
±51 SF CONCRETE
EXISTING TREE
TO REMAIN (TYP.)
APPROXIMATE LOCATION
EXISTING 16" WATER
(FORT COLLINS UTILITIES)
APPROXIMATE LOCATION
EXISTING 6" SANITARY SEWER
(CITY OF FORT COLLINS)
APPROXIMATE LOCATION
EXISTING 6" SANITARY SEWER
(CITY OF FORT COLLINS)
APPROXIMATE LOCATION
EXISTING 10" WATER
(FORT COLLINS UTILITIES)
/
/ /
/
/ /
/
/ /
/
/ /
/
/ /
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
838-014
Sheet
JEFFERSON AND LINDEN RESTAURANT
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 N G I N E E R I N G
N O R T H E RN
09/28/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
DATE:
SEPTEMBER 28,
2016
of 8
C100
DEMOLITION PLAN
EXISTING CONDITIONS &
N. Haws
A. Boese
1"=20'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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
NORTH
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. 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.
7. REFER TO THE LANDSCAPE PLAN FOR TREE INSPECTION AND MITIGATION.
8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE
REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE
REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO
LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
CONTROL
IRR
H2O
G
EXISTING LOT LINE
Northern Engineering Services, Inc.
Project No. 939-001
Date: August 08, 2014
ORIGINAL FIELD SURVEY BY:
8" SS
8" W
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM DRAIN
X
EXISTING PAVEMENT TO BE REMOVED
EXISTING TREES (TO REMAIN)
EXISTING TREES (TO BE REMOVED)
1. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL
NOT BE REMOVED.
2. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE
ROOT ZONE OF EXISTING TREES.
3. AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND
PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE.
4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH
CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO
DRY OUT AND WATER THE TREE IMMEDIATELY.
5. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE
PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE
SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF
PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR
ON HALF (1
2) OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS
PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS
APPROVED BY THE CITY FORESTER.
6. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM
PRUNED STANDARDS."
7. 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.
8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT
SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE
STORAGE OR 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.
9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED
TO ANY PROTECTED TREE.
10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND
SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD
RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"
RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS
REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING
METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING
A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
11. ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY
OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE.
12. 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.
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
3
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 6 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 Preliminary Drainage & Erosion Control Report for Jefferson and Linden Restaurant dated September 28, 2016 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 th e 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: NAVD 88
BENCHMARK #1:
City of Fort Collins Benchmark 5-00: On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St.
Elevation: 4978.05
BENCHMARK #2:
City of Fort Collins Benchmark 1-13: Southwest corner of College Ave. and Maple St., on a concrete traffic signal base.
Elevation: 4979.75
Basis of Bearings
Southeasterly line of Block 7, City of Fort Collins as bearing South 41° 33' 23" West
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:
48. Approved Variances are listed as follows: (None)
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 Preliminary Drainage & Erosion Control Report for Jefferson and Linden Restaurant dated September 28, 2016 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.
2
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Ripley Design Inc.
Brent Cooper
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
SEPTEMBER 2016
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1500'
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:
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins Benchmark 5-00: On top of curb at the signal pole base at the Northwest
corner of Linden St. and Jefferson St.
Elevation: 4978.05
BENCHMARK #2:
City of Fort Collins Benchmark 1-13: Southwest corner of College Ave. and Maple St., on a
concrete traffic signal base.
Elevation: 4979.75
Basis of Bearings
Southeasterly line of Block 7, City of Fort Collins as bearing South 41° 33' 23" West
Northern Engineering Services, Inc.
Project No. 838-014
Date: August 8, 2014
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CONTACT INFORMATION
PROJECT TEAM:
Nick Haws, PE, LEED AP
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
Gary Gilliland, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
LANDSCAPE ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
Blue Ocean Enterprises
Brandon Grebe
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 419-7420
SHEET INDEX
C000
C001
C100
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
A PORTION OF BLOCK 7 AND A PORTION OF VACATED JEFFERSON STREET, CITY OF FORT COLLINS,
LOCATED IN THE NORTHWEST 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
JEFFERSON AND LINDEN RESTAURANT
UTILITY PLANS FOR
OWNER/APPLICANT
SITE ENGINEER
SURVEYOR
GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power----- Jim Spaulding (970) 416-2772
CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503
WATER------------ City of Fort Collins Utilities--------------Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins------------------------ Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 224-6065
SANITATION----- City of Fort Collins Utilities--------------Shane Boyle (970) 221-6339
* 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.
C400 DRAINAGE EXHIBIT
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
C300 GRADING PLAN
C200 UTILITY PLAN
C500 EROSION CONTROL PLAN
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