HomeMy WebLinkAboutTHE STANDARD AT FORT COLLINS - PDP - PDP160035 - PLANS - UTILITY PLANSW. PROSPECT RD.
S. SHIELDS ST.
E. LAKE STREET
W. LAUREL ST.
MERIDIAN AVE.
CENTER AVE.
CENTRE AVE.
W. PLUM ST.
ELIZABETH ST.
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C0.00
COVER SHEET
C. Snowdon
B. Mathisen
N/A
CONTACT INFORMATION
PROJECT TEAM:
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.
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C0.01
NOTES
GENERAL & CONSTRUCTION N/A
B. Mathisen
N/A
2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
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:
W W
W W
W W W
W W
W W
W W W
W
M
M
M
X X
X X
X
X
X X
X
X X
X X
X
X
X X
X
X X
X X
X X
X X
X
X X
X
X X
X X
X
X
X
X X
X
X
X
X X
X X X
X
X
X
X
X
X
X
X
X
X
G
G
AC
CTV CTV
CTV
T
T T
CTV
E E E
G G
W W
W W
W W
W W W
W W
W W W
W W
W W
W W W
W
M
M
M
X X
X
X
X
X
X X X
X
X X
X
X
X
X X X
X X X X
X
X
X
X
X X
X
X X
X
X
X
X
E
CTV CTV
T
T T T
CTV
CTV
E E E E
G G G G
E E E E E E E E
CTV CTV CTV
CTV CTV CTV
E E E E E
E E E E E
CTV CTV CTV CTV CTV CTV CTV
CTV
G G G G
E E
E E E E
T T T
T T T
G
G G
G G G
X X X
X X X
X
X X
X X X
X X
X
X
X X
X
X X X
X
X X
X
X X X
X X
X X X
X X X
X X
X
X X X X
X X X
X
X X
X X X X
X X
G
G
AC
G
CTV CTV CTV CTV
G G G
E E
E
E
E
E
CTV CTV CTV
CTV
CTV CTV CTV
CTV CTV
CTV CTV
CTV CTV CTV CTV
CTV
CTV CTV CTV CTV
CTV CTV
CTV
E
E
CTV
CTV
E
E E
E
G G
E E
CTV
CTV
G G
G
X
X X X
X X
X X X
X X
X
MH
8' SIDEWALK 8' SIDEWALK
26.5' EMERGENCY
ACCESS DRIVE
EMERGENCY ENTRANCE
TO THE SLAB
"DELIVERY, SERVICE
AND EMERGENCY
VEHICLES ONLY" SIGN
"DELIVERY, SERVICE
AND EMERGENCY
VEHICLES ONLY" SIGN
EMERGENCY ENTRANCE
TO THE STANDARD @ FORT COLLINS
EMERGENCY VEHICLE
ACCESS ONLY SIGN
RAMP
RAMP
RISERS
TO BE DESIGNED
BY OTHERS RISERS
(TO BE DESIGNED
BY OTHERS)
BIKE RACK
(TYP.)
ENTRANCE TO
PARKING GARGE
BENCH
(TYP.)
RAMP
26' ACCESS
DRIVE
RAMP
RISERS
(TO BE DESIGNED
BY OTHERS)
BUILDING B
30" VERTICAL
CURB AND GUTTER
(TO BE CONSTRUCTED BY
OTHERS)
18" VERTICAL
CURB AND GUTTER
LAKE STREET
(60' PUBLIC ROW)
26' EMERGENCY ACCESS, VEHICULAR
19.54' EMERGENCY
ACCESS EASEMENT
31' EMERGENCY ACCESS, VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
9' UTILITY EASEMENT
5' NON-VEHICULAR
PUBLIC ACCESS
X X X
X X X
X
X X
X X X
X
X X X
X X
X X X
X X
X
T T T
T T
X X
X
X
30' ROLL OVER
CURB & GUTTER
30' ROLL OVER
CURB & GUTTER
32' ROLL OVER
CURB & GUTTER
30' EMERGENCY
ACCESS DRIVE
20' EMERGENCY
ACCESS DRIVE
10' SIDEWALK
10' SIDEWALK
26' EMERGENCY
ACCESS DRIVE
26.5' EMERGENCY
ACCESS DRIVE
26' ACCESS DRIVE
RAMP
EMERGENCY VEHICLE
ACCESS ONLY SIGN
EMERGENCY VEHICLE
ACCESS ONLY SIGN
"EMERGENCY VEHICLE
ACCESS ONLY" SIGN
ENTRANCE TO
PLYMOUTH CHURCH
"EMERGENCY VEHICLE
ACCESS ONLY" SIGN
"EMERGENCY VEHICLE
ACCESS ONLY" SIGN
"EMERGENCY VEHICLE
ACCESS ONLY" SIGN
EMERGENCY VEHICLE
ACCESS ONLY SIGN
BUS STOP
"EMERGENCY VEHICLE
ACCESS ONLY" SIGN
BIKE RACK
(TYP.)
BIKE RACK
(TYP.)
RISERS
(TO BE DESIGNED
BY OTHERS)
X X
X
UP
D.S. D.S.
R.D.
D.S.
D.S. D.S. D.S.
D.S.
D.S.
R.D. D.S.
D.S.
W W
W W
W W W
W W
W W
W W W
W
X X
X X
X
X
X X
X X
X
X X
X X
X X
X X
X
X
X
T T
T
E
E
W W
E E E
E E
E E E
E
E E
W
V
T
S
WV
WV
T
VAULT
ELEC
VAULT
ELEC VAULT W
TELE
WV
WV
WV
H
Y
D
CO
UD UD UD UD UD UD UD
UD
UD UD UD
F
F
W
E
E
E E E E E E E E E E E E E E E
S
CO
UD
UD
E
E
E
W W
W W
W W
W W W
W W
W W W
W W
W W
W W W
W
X X
X X X
X X
X X X
X X
X
G
E E
E
W
WV V
WV
WV
H
Y
D
VAULT T T ELEC
ELEC
S
MH
S
W
S
8" x 4" W/
4" x 3" REDUCER
3" G.V. AND T.B.
N:124314.51
E:190781.06
45° BEND
N:124057.47
E:190795.56
45° BEND
N:124075.76
X X
X
X
F
UD
F
W
E
E E E E E E
E E E E E E E
E
E
E E E E
E E E E E
E E E E
E
E
S
UD
UD
UD
UD
UD UD UD UD UD UD UD
CO
CO
UD UD UD UD
G
UD
UD
E
E
X X X
X X X
X
X X
X X X
X
X X X
X X
X X X
X X
X
CTV
T T T
T T
W W W
W
E E E E E
E E
E E E E E
E E
E E E
T
S
WV
WV
T
VAULT
ELEC
VAULT
X X
X X
X
X
X X
X X
X
X X
X X
X X
X X
X
X
X
T T
T
UP
D.S. D.S.
R.D.
D.S.
D.S. D.S. D.S.
D.S.
D.S.
R.D. D.S.
D.S.
X X
X
CO
UD UD UD UD UD
UD UD
UD
UD UD UD UD UD
CO
CO
UD UD
UD
PROSPECT ROAD
(60' PUBLIC ROW)
LAKE STREET
(60' PUBLIC ROW)
33.37
33.44
33.09
32.98
32.59
32.48
32.09
31.99
31.62
31.51
31.10
30.98
30.53
30.38
31.41
31.46
30.77
30.83
31.91
31.96
X X
X X X
X X
X X X
X X
X
CO
UD UD UD UD UD UD UD
UD
UD UD UD
UD
UD
LAKE STREET
(60' PUBLIC ROW)
(25.00)
(23.24)
28.33
28.23
28.64
28.51
30.38
30.28
30.38
30.28
29.69
30.11
30.84
30.57
29.14
29.14
28.73
28.64
24.57
24.50
25.08
25.35
28.69
30.25
29.88
30.38
30.95
24.46
24.62
26.74
(23.89)
FFE=27.00
FFE=27.00
FFE=27.00 FFE=27.00
(
25.27)
28.34
28.36
6:1
6:1
6:1
4:1
5:1
6:1
6:1
10:1
X X X
X X X
X
X X
X X X
X
X X X
X X
X X X
X X
X
T T T
T T
X X
X
X
UD
UD
UD
UD
UD
UD UD UD UD UD UD UD
CO
CO
UD UD UD UD
UD
UD
PROSPECT ROAD
(60' PUBLIC ROW)
33.37
33.44
33.09
32.98
32.59
32.48
32.09
31.99
31.62
31.51
31.10
30.98
30.53
30.38
30.77
30.83
31.91
31.96
32.86
32.91
33.74
33.70
(28.33)
(28.13)
30.28
30.28
33.10
33.10
(32.28)
(31.90)
(32.99)
W
W W
W W
W W W
W W
W W W
W W
T T
T
E
E
W W
E E E
E E
E E E
E
E E
W
V
T
S
WV
WV
T
VAULT
ELEC
VAULT
ELEC VAULT W
TELE
WV
WV
WV
H
Y
D
VAULT T T ELEC
ELEC
H
Y
D
S
MH
S
SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS SS
SS
W
SS SS SS SS SS SS SS SS SS SS SS
W W W W W W W W W W W W W W W W W W W W W
S
CO
UD UD UD UD UD
UD UD
E
E E E E
E E E E
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C5.01
DETAILS
EROSION CONTROL N/A
B. Mathisen
N/A
MANHOLE
ROCK BERM SHALL
CURB INLET 2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
UP
D.S. D.S.
R.D.
D.S.
D.S. D.S. D.S.
D.S.
D.S.
R.D. D.S.
D.S.
X X
X
X X
X X
X
X
X X
X X
X
X X
X X
X X
X X
X
X
X
CO
UD UD UD UD UD
UD UD
UD
UD UD UD UD UD
CO
CO
UD UD
UD
MAJOR STORM EVENT
OUTLET FROM INTERNAL
POND STRUCTURE
WATER QUALITY EVENT
OUTLET FROM INTERNAL
POND STRUCTURE
s1
s1
s1
s1
s1
s2 s3 s3 s4
s4
s5
s5
s6
n3
n3
n2
on1
on2
os2
os1
acres
N3
0.95 1.391
1.00
acres
ON1
0.43 0.136
0.54
acres
S1
0.84 0.377
1.00
acres
OS1
0.49 0.366
0.61
acres
S3
0.81 0.270
1.00
acres
S2
0.79 0.270
0.99
acres
S4
0.81 0.249
1.00
acres
OS2
0.15 0.106
0.19
acres
N2
0.66 0.156
0.83
acres
S5
0.94 0.207
1.00
acres
S6
0.60 0.214
0.75
acres
ON2
0.15 0.173
0.19
POND S4
(SC-740 CHAMBERS)
POND S3
(SC-740 CHAMBERS)
POND S2
(SC-740 CHAMBERS)
POND S1
(SC-160 CHAMBERS)
POND S5
(SC-310 CHAMBERS)
POND N2
(WITH SAND FILTER)
PROSPECT ROAD
(60' PUBLIC ROW)
LAKE STREET
(60' PUBLIC ROW)
THE SLAB
STADIUM APARTMENTS
STORM LINE C2
STORM LINE C1
STORM LINE B
STORM LINE A
UNDERDRAIN
PERMEABLE
PAVERS
UNDERDRAIN
PERMEABLE
PAVERS
WATER QUALITY
STRUCTURE
WATER QUALITY
STRUCTURE
WATER QUALITY
STRUCTURE
WATER QUALITY
STRUCTURE
WATER QUALITY
STRUCTURE
POND OUTLET
STRUCTURE
POND OUTLET
STRUCTURE
POND OUTLET
STRUCTURE
POND OUTLET
STRUCTURE
WATER QUALITY
STRUCTURE
ROOF
LEADER
ROOF LEADER ROOF LEADER
ROOF
LEADER
ROOF
LEADER
ROOF
LEADER
ROOF
LEADER
ROOF
LEADER
ROOF
LEADER
ROOF
LEADER
ROOF
LEADER
ROOF
LEADER
AREA INLET
SIDEWALK CHASE
STORM LINE C
OUTFALL
AREA INLET
AREA INLET W/
WATER QUALITY
PLATE
21 SC-160 CHAMBERS
FOR WATER QUALITY
acres
N1
0.71 0.226
0.89
CURB AND GUTTER
n1
SIDEWALK CHASE
(THE SLAB)
STADIUM APARTMENTS
STORM WATER OUTFALL
INLET
BUILDING A
BUILDING B
SIPHONED PIPE
DRY WELL
TRENCH DRAIN
INTERNAL PIPE
OUTFALL FOR
BASIN N4
acres
N4
0.95 0.089
1.00
acres
N4
0.95 0.089
1.00
n3
s2
WATER QUALITY
STRUCTURE POND OUTLET
STRUCTURE
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C6.00
DRAINAGE EXHIBIT
C. Snowdon
B. Mathisen
1"=30'
GRAPHIC SCALE:
LEGEND:
EXISTING INLET GRATE
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
ST EXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
EXISTING EDGE OF ASPHALT
4950
4950
4:1
BANK SLOPE
PROPOSED OVERLAND FLOW DIRECTION
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED INFLOW CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
acres
A2
0.25 0.08
0.31
a3
DRAINAGE BASIN AREA
DESIGN POINT
DRAINAGE BASIN ID
DRAINAGE BASIN MINOR/MAJOR COEFF.
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR STANDARD AT FORT COLLINS" BY NORTHERN ENGINEERING, DATED 11/30/2016 FOR ADDITIONAL INFORMATION.
NOTES:
16
RUNOFF SUMMARY TABLE:
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
Q2
(cfs)
Q100
(cfs)
N1 0.226 0.71 0.89 0.46 2.00
N2 0.156 0.66 0.83 0.29 1.28
N3 1.391 0.95 1.00 3.77 13.84
N4 0.089 0.95 1.00 0.24 0.88
S1 0.377 0.84 1.00 0.90 3.75
S2 0.270 0.79 0.99 0.61 2.66
S3 0.270 0.81 1.00 0.62 2.68
S4 0.249 0.81 1.00 0.57 2.48
S5 0.207 0.94 1.00 0.56 2.06
S6 0.214 0.60 0.75 0.32 1.54
ON1 0.136 0.43 0.54 0.17 0.72
ON2 0.173 0.15 0.19 0.07 0.32
OS1 0.366 0.49 0.61 0.51 2.23
OS2 0.106 0.15 0.19 0.05 0.20
Design
Point Basin ID Basin Area Treatment Type
LID
System
Area
Treated by
LID System
Percent of Site
Treated by LID
System
Area of
Pavers
Area of
Asphalt
Parking
Percent
Pavers
Run-on Area
for Paver
Section
Run-on Area
Ratio
n1 N1 0.226 ac. StormTech
Chambers Yes 0.226 ac. 5% 0.020 ac. 0.152 ac. 13.16% 0.064 3.2
n2 N2 0.156 ac. Pavers Yes 0.156 ac. 4% 0.042 ac. 0.087 ac. 48.28% 0.087 2.1
n3 N3 1.391 ac. Sand Filter Yes 1.391 ac. 33% 0.000 ac. 0.000 ac. N/A 0 N/A
n4 N4 0.089 ac. No N/A 0% 0.000 ac. 0.000 ac. N/A 0 N/A
s1 S1 0.377 ac. StormTech
Chambers Yes 0.377 ac. 9% 0.024 ac. 0.051 ac. 47.06% 0 N/A
s2 S2 0.270 ac. StormTech
Chambers Yes 0.270 ac. 6% 0.000 ac. 0.038 ac. N/A 0 N/A
s3 S3 0.270 ac. StormTech
Chambers Yes 0.270 ac. 6% 0.000 ac. 0.043 ac. N/A 0 N/A
s4 S4 0.249 ac. StormTech
Chambers Yes 0.249 ac. 6% 0.000 ac. 0.031 ac. N/A 0 N/A
s5 S5 0.207 ac. StormTech
Chambers Yes 0.207 ac. 5% 0.000 ac. 0.000 ac. N/A 0 N/A
s6 S6 0.214 ac. Pavers Yes 0.214 ac. 5% 0.023 ac. 0.113 ac. 20.35% 0.0719 3.1
on1 ON1 0.136 ac. Grass Buffer No N/A 0% 0.000 ac. 0.047 ac. N/A 0 N/A
on2 ON2 0.176 ac. Grass Buffer No N/A 0% 0.000 ac. 0.000 ac. N/A 0 N/A
os1 OS1 0.366 ac. Grass Buffer No N/A 0% 0.000 ac. 0.155 ac. N/A 0 N/A
os2 OS2 0.106 ac. Grass Buffer No N/A 0% 0.000 ac. 0.000 ac. N/A 0 N/A
Total 4.23 ac. 3.360 ac. 79% 0.109 ac. 0.717 ac. 15.20%
LID TABLE:
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CIP
WIRE ENCLOSED 1 1/2" CRUSHED ROCK
DROP INLET PERIMETER
PLACED AROUND
CINDER BLOCKS
1 1/2" CRUSHED ROCK
WIRE ENCLOSED
DROP INLET BLOCK
INLET
DROP
RUNOFF
FILTERED
OVERFLOW
%%USECTION A-A
%%UPLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
%%UAND GRAVEL FILTER
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
%%UWATTLE FILTER
DROP INLET
INLET
%%UPLAN VIEW
\A1;ENTRENCH 3"
CORNERS.
EXCESS AT
FRAME. GATHER
AND STAPLE TO
WITH GEOTEXTILE
WRAP WOOD FRAME
WOOD FRAME
WOOD FRAME
2'' X 4'' WITH GRATE
DROP INLET
3' 0''
1' 6'' MAX.
A DEPTH OF 6'' X 6''
BURY GEOTEXTILE AT
%%uDROP INLET SILT FENCE BOX
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE
OUTSIDE EDGE OF CONCRETE
APRON
INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.
CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE
SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED.
OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{
GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH.
TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.
WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
5.
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(10" MIN. DIAMETER)
%%UWATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
%%UWATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%%uCURB INLET WATTLE PROTECTION SETUP%%u
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER;
FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS
ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT
LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{\LPERVIOUS INSTALLATION}
{\LIMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
%%UCONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
%%UCURBSIDE CHECKDAMS SETUP
IP
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK
AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6.
CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS SIGN EXCEPT "CONSTRUCTION AT VTC ENTRANCE"
\A1;R=5'
PAVED SURFACE
\A1;20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CWA
TEMPORARY VEGETATION SPECIFICATIONS:
BROADCAST: 20-30#/ACRE
FORAGE/GRASS DRILL: 10-15#/ACRE
RECOMMENDED SEED MIX:
RECOMMENDED PLANTING DATE:
APPLICATION RATE:
OCT 1- MAY 15
DRYLAND PASTURE MIX
{WARM SEASON TEMPORARY VEGETATION TABLE}
MILLET
SPECIES
SORGHUM
LB./ACRE
30
10
% MIX
75%
25%
MIXED (LBS./AC.)
22.5
TOTAL 25.2.0 5
WINTER WHEAT 40 TOTAL 50% 20 30
MIXED (LBS./AC.)
{COOL SEASON TEMPORARY VEGETATION TABLE}
SPECIES LB./ACRE
ANNUAL RYE 20 50%
% MIX
10
- THE ABOVE MIX IS A "WARM WEATHER" MIX AND SHALL BE PLANTED BETWEEN MAY 16 AND
JULY 31.
NOTES:
- THE ABOVE MIX IS A "COOL WEATHER" MIX AND SHALL BE PLANTED BETWEEN JULY 31 AND
SEPTEMBER 20.
1) SEED SHALL BE DRILLED TO A DEPTH OF 1/2" TO 3/4" AND SHALL HAVE A ROW SPACING NOT TO EXCEED 8". THE
DRILL SHALL BE EQUIPPED WITH A SYSTEM FOR FIRMING THE SOIL OVER THE NEWLY PLACED SEED.
2) SEEDED AREAS SHALL BE MULCHED WITH A GRASS HAY AT THE RATE OF 1.5 (MIN.) TO 2.0 (MAX.) TONS/ ACRE.
THE HAY FIBERS SHALL BE CRIMPED 4" OR MORE INTO THE SOIL. AT LEAST 50% OF THE FIBERS SHALL BE 10" OR
MORE IN LENGTH. ALL DISTURBED AREAS SEEDED WITH PERMANENT GRASS SHALL BE MULCHED IMMEDIATELY
AFTER SEEDING.
3) IF PERMAMENT GRASS SEED IS PLANTED AT A TIME OTHER THAN WHICH IS RECOMMENDED, A TEMPORARY,
FIBER HYDRAULIC MULCH OR EROSION CONTROL BLANKET SHALL BE USED TO REDUCE EROSION AND PROTECT
SEEDS.
4) UPON COMPLETION, ALL SWALES SHALL BE SEEDED IMMEDIATELY, WITH THE PERMENENT GRASS SEED MIX
SPECIFIED ABOVE, AND THEN MULCHED. ANY AREA OUTSIDE OF A STREET RIGHT-OF-WAY WHICH IS STRIPPED OF
ITS VEGETATION MUST BE TEMPORARILY SEEDED AND MULCHED WITHIN 30 DAYS WHETHER GRADING HAS BEEN
COMPLETED OR NOT, UNLESS APPROVED BY THE CITY OF FORT COLLINS STORMWATER UTILITY DEPARTMENT. ALL
SEED AND MULCH SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF FORT COLLINS, EROSION CONTROL
REFERENCE MANUAL DATED JANUARY, 1991.
5) THE ABOVE SEED MIXES AND INSTALLATION RECOMMENDATIONS ARE THE DEFAULT STANDARD IN THE ABSENCE
OF SITE-SPECIFIC SEEDING AND VEGETATION SPECIFICATIONS PER THE PROJECT LANDSCAPE ARCHITECT.
NOT TO SCALE
001
C4.01
DROP INLET PROTECTION
NOT TO SCALE
003
C4.01
CURB INLET PROTECTION
NOT TO SCALE
008
C4.01
VEHICLE CONTROL TRACKING PAD NOT TO SCALE
009
C4.01
WATTLE INSTALLATION
NOT TO SCALE
004
C4.01
CONCRETE WASHOUT AREA
NOT TO SCALE
005
C4.01
REVEGETATION SPECIFICATIONS
15
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
ROCK SOCK DETAIL
NOT TO SCALE
006
C5.01
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
\A1;12"
\A1;12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION
SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}",
RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON
ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK
ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
TUBULAR
MARKER
\A1;2'
RS
STORM SEWER GRATE
REINFORCED CORNERS
MANAGEABLE
2 FOOT
CONTAINMENT
LIFT STRAPS
OPTIONAL OVERFLOW PORTS
STORM INLET DUMPING STRAPS
CITY/STATE:
PROJECT:
DATE: DR. NO:
DR. BY:
DETAIL OF INLET SEDIMENT CONTROL DEVICE
DANDY SACK
TM
{DANDY SACKÔ
SPECIFICATIONS}
{\fCourier|b1|i0|c0|p49;\W1.1;Mechanical Properties}
Grab Grab Tensile Tensile Elongation Strength ASTM ASTM D D 4632 4632 kN (lbs) 1.78 (400) x 1.40 (315)
%%%
15 x 15
Puncture Strength ASTM D 4833 kN (lbs) 0.67 (150)
Mullen Burst Strength ASTM D 3786 kPa (psi) 5506 (800)
Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.67 (150) x 0.73 (165)
UV Resistence ASTM D 4355
%%%
90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) 0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) 2852 (70)
Permittivity ASTM D 4491 Sec 0.90
2 2
{\fCourier|b1|i0|c0|p49;\W1.1;Mechanical Properties}
Grab Grab Tensile Tensile Elongation Strength ASTM ASTM D D 4632 4632 kN (lbs) 1.62 (365) X 0.89 (200)
%%%
24 X 10
Puncture Strength ASTM D 4833 kN (lbs) 0.40 (90)
Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 (450)
Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.51 (115) X 0.33 (75)
UV Resistence ASTM D 4355
%%%
90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) 0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) 5907 (145)
Permittivity ASTM D 4491 Sec 2.1
2 2
DANDYSACK
NOT TO SCALE
007
C5.01
DS
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
CF CF
E
E
E E
E E E E
E E
E
E
E E E E E E E E E E
UD
UD UD UD UD UD
CO
CO
UD UD
UD
E
E
X X
X
W5
CWA
IP
IP
IP
CF CF CF CF CF CF CF
CF CF CF CF CF CF CF CF CF
CF CF CF CF CF CF CF CF
CF CF CF CF CF CF CF CF CF CF
CF CF CF CF CF CF CF CF
CF CF CF CF CF CF
CF CF CF CF CF CF CF CF
CF
CF
CF CF CF CF
CF CF CF CF CF CF CF CF CF CF CF
CONSTRUCTION FENCE
W/ ROCK SOCK
RS
RS RS
RS
RS RS RS
RS
VTC
VTC
CWA
CONTRACTOR **MUST**
PREVENT **ALL** TRACKING
OF SEDIMENT AND DEBRIS ONTO
PERVIOUS PAVEMENTS
CONTRACTOR **MUST**
PREVENT **ALL** TRACKING
OF SEDIMENT AND DEBRIS ONTO
PERVIOUS PAVEMENTS
DS
DS
DS
SAWCUT
SAWCUT
PROSPECT ROAD
(60' PUBLIC ROW)
LAKE STREET
(60' PUBLIC ROW)
THE SLAB
STADIUM APARTMENTS
W5
BUILDING A
BUILDING B
IP
SF
SF
DS
DS
CF
CF
CF
CF
CF
CF
CF
CF
PROVIDE INLET PROTECTION
FOR TYPE R INLET AT INTERSECTION
OF PROSPECT RD. & SHIELDS ST.
PROVIDE INLET PROTECTION
FOR TYPE R INLET AT INTERSECTION
OF CENTER AVE. AND LAKE ST.
IP
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C5.00
EROSION CONTROL PLAN
B. Mathisen
B. Mathisen
1"=30'
14
GRAPHIC SCALE:
CF
IP
W2
DS
W3
VTC
LEGEND:
50
4950
PROPOSED SWALE FLOWLINE
PROPOSED INFLOW CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
INLET PROTECTION
W1 WATTLE
001
C5.01
009
C5.01
WATTLE
CONSTRUCTION FENCE
DANDYSACK
WATTLE
VEHICLE TRACKING PAD
CF
009
C5.01
007
C5.01
002
C5.01
009
C5.01
008
C5.01
CWA CONCRETE WASHOUT AREA
004
C5.01
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
W5 CONCRETE CHASE SETUP
009
C5.01
CIP CURB INLET PROTECTION
003
C5.01
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 4.23 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4. REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE
FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE
STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE.
5. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT
AREA IF ACCESS IS OFF PAVEMENT.
6. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK, SURFACE
AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING OPTIONAL OIL
ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY NEAR SATURATION.
7. REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR
LAKE STREET APARTMENTS" BY NORTHERN ENGINEERING, DATED XX/XX/20XX FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
GENERAL NOTES:
BENCHMARK/BASIS OF BEARING
PROJECT DATUM: NAVD 88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST
PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD.
AND CENTER AVE., ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST
PROJECT BOUNDARY
EXISTING LOTLINE
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: STANDARD AT FORT COLLINS
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
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 & Wastewater 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's below.
Call before you dig.
R
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A
GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST
MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY
SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE
DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER)
TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF
SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL
STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY
STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES
FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY
THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION
MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING
MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE
SLOPE.
9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO
CROSS THE PUBLIC SIDEWALKS.
10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR
AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE
ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND
CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR
BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET
FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR
MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET
IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY
FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR
DRAINAGE WAY.
12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION
UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET
FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID
FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW
POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A
BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE
LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE
CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS
ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE
INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL
BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS
APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
16. ALL ROOF DRAIN SYSTEM INLETS SHAL BE PLUGGED UNTIL CONNECTED TO
BUILDINGS.
EROSION CONTROL NOTES:
RS ROCK SOCK
006
C5.01
(33.18)
33.28
33.21
33.11
32.77
32.98
33.15
(32.80)
(33.16)
28.56
28.77
28.88
28.68
29.24
29.24
31.48
31.48
30.11
30.84
30.25
30.38
31.66
31.73
31.63
31.85
31.93
31.95
31.94
31.78
30.95
(31.82)
33.22
32.82
32.33
32.44
32.90
32.32
32.85
33.01
30.48
30.55
31.07
31.13
31.60
31.65
32.07
32.13
32.56
32.62
33.07
33.12
33.48
33.45
FFE=34.01
FFE=34.01
FFE=34.01
10' SIDEWALK 10' SIDEWALK
(31.30)
(31.04)
(30.68)
(31.43)
(27.60)
(27.51)
7:1
6:1
10:1
36:1
6:1
6:1
6:1
31.81
29.98
29.36
33.34
33.12
31.55
(30.22)
(29.97)
(28.88)
(29.12)
(29.43)
(29.55)
18" VERTICAL
CURB AND GUTTER
CONSTRUCT ± 16 L.F.
30" VERTICAL CURB
AND GUTTER
CONSTRUCT ± 14 L.F.
30" VERTICAL CURB
AND GUTTER
RISERS
RISERS
RISERS
INLET
CONSTRUCT ± 31 L.F.
30" VERTICAL CURB
AND GUTTER
CONSTRUCT ± 10 L.F.
30" VERTICAL CURB
AND GUTTER
CONSTRUCT ± 20 L.F.
30" VERTICAL CURB
AND GUTTER
SIDEWALK CHASE
CONCRETE CHASE
THE SLAB
RISERS
WALL
RAMP
31.63
33.97
33.99
BUILDING A
ROLL OVER CURB
AND GUTTER
HEADWALL
(31.74)
(31.85)
(32.17)
(32.68)
INLET
INLET
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
26' EMERGENCY ACCESS, NON-VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
EMERGENCY
ACCESS EASEMENT
15' UTILITY EASEMENT
20' EMERGENCY ACCESS, NON-VEHICULAR
PUBLIC ACCESS & DRAINAGE EASEMENT
20' EMERGENCY ACCESS & NON-VEHICULAR
PUBLIC ACCESS EASEMENT
ROLL OVER CURB
AND GUTTER
INLET
30.16
30.52
30.73
30.76
30.18
32.90
32.97
33.40
BOW
33.36
BOW
33.88
TOW
33.88
TOW
33.40
BOW
34.01
TOW
34.00
FG
34.00
FG
33.20
BOW
34.00
TOW
32.60
BOW
34.01
TOW
34.00
FG
34.00
FG
33.84
TOW
32.38
BOW
32.43
BOW
32.25
BOW
34.01
TOW
31.64
BOW
34.01
TOW
33.90
TOW
31.46
BOW
34.00
FG
34.00
FG
33.90
TOW
31.41
BOW
31.27
BOW
34.01
TOW
33.84
TOW
DRY WELL
INLET
31.23
30.97
31.23
28.98
TOW
31.35
TOW
31.78
TOW
32.31
TOW
28.44
TOW
31.46
BOW
28.54
BOW
29.69
TOW
28.62
BOW
30.96
TOW
(28.06)
(28.05)
30.94
TOW
28.42
BOW
28.34
FG
28.01
BOW
ROLL OVER
CURB AND GUTTER
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
RAMP
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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's below.
Call before you dig.
R
GRAPHIC SCALE:
LEGEND:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
ST EXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
EXISTING EDGE OF ASPHALT
4950
4950
4:1
BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED INFLOW CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45
PROPOSED FINISH GROUND ELEVATION
(79.45)
EXISTING GROUND ELEVATION
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
BENCHMARK/BASIS OF BEARING
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.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY
REGULATIONS.
4.REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING
SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW
IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR
SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
2.0%
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROJECT DATUM: NAVD 88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT
RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND
CENTER AVE., ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST
C4.02
GRADING PLAN
C. Snowdon
B. Mathisen
1"=20'
MATCHLINE
SEE SHEET C4.01
13
PROPOSED PERMEABLE PAVERS
24:1
27:1
29.98
29.36
26.14
26.14
26.08
28.12
28.44
18" VERTICAL
CURB AND GUTTER
6" PERFORATED
UNDERDRAIN
VERTICAL
CURB AND GUTTER
(TO BE CONSTRUCTED
BY OTHERS)
1.8%
1.5%
4.3%
2.0%
2.0%
2.0%
2.0%
STADIUM APARTMENTS
RISERS
RISERS
25.60
24.02
24.10
24.09
24.28
24.34
24.53
24.69
24.71
24.81
24.78
25.11
24.71
25.60
TOW
26.68
TOW
26.90
TOW
26.40
TOW
26.68
TOW
26.40
TOW
26.68
TOW
26.41
TOW
26.41
TOW
26.71
TOW
24.69
BOW
24.78
BOW
24.67
BOW
26.28
TOW
26.98
TOW
24.73
TOW
24.77
TOW
26.83
TOW
26.82
TOW
26.70
TOW
26.78
TOW
24.90
BOW
26.78
BOW
24.15
24.24
BOW
24.17
BOW
26.90
TOW
24.17
TOW
27.04
30.50
RAMP
RAMP
18" VERTICAL
CURB AND GUTTER
RAMP
RAMP
FFE=30.50
28.30
26.70
WALL WALL
WALL
RISERS
RAMP 7.5' SIDEWALK
BUILDING B
INLET
INLET
EMERGENCY
ACCESS EASEMENT
31' EMERGENCY ACCESS, VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
9' UTILITY EASEMENT
24.73
BOW
24.75
BOW
24.66
BOW
24.57
BOW
24.49
BOW
24.43
BOW
24.18
BOW
24.32
BOW
24.15
BOW
26.40
TOW
26.40
TOW
24.06
BOW
24.38
BOW
26.80
BOW
25.61
BOW
26.78
TOW
25.21
BOW
25.06
TOW
25.35
BOW
26.78
TOW
26.82
TOW
26.02
BOW
24.13
BOW
RAMP
30.16
30.52
30.73
30.76
30.18
28.44
TOW
31.01
FG
31.46
BOW
28.54
BOW
29.69
TOW
27.88
TOW
28.21
TOW
28.62
BOW
30.96
TOW
30.94
TOW
28.42
BOW
25.88
BOW
26.25
BOW
26.38
TOW
28.34
FG
28.01
BOW
5' NON-VEHICULAR
PUBLIC ACCESS
EASEMENT
TRENCH DRAIN
4:1
5:1
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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's below.
Call before you dig.
R
GRAPHIC SCALE:
LEGEND:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
ST EXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
EXISTING EDGE OF ASPHALT
4950
4950
4:1
BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED INFLOW CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45
PROPOSED FINISH GROUND ELEVATION
(79.45)
EXISTING GROUND ELEVATION
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
2.0%
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C4.01
GRADING PLAN
C. Snowdon
B. Mathisen
1"=20'
MATCHLINE
SEE SHEET C4.02
12
BENCHMARK/BASIS OF BEARING
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.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY
REGULATIONS.
4.REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING
SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW
IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR
SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
PROJECT DATUM: NAVD 88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT
RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND
CENTER AVE., ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST
PROPOSED PERMEABLE PAVERS
32.38
32.43
32.86
32.91
33.36
33.40
33.74
33.70
(28.33)
(28.13)
(25.00)
(23.24)
28.33
28.23
28.64
28.51
30.28
30.28
33.10
33.10
(33.24)
(32.99)
33.28
33.12
33.15
(32.80)
(33.16)
28.77
28.88
29.69
30.11
29.14
29.14
24.57
24.50
25.08
25.35
28.69
30.25
29.88
30.38
31.66
31.74
31.85
31.95
31.94
31.78
30.52
33.22
32.82
32.44
32.52
33.21
24.46
(23.89)
FFE=34.01
FFE=34.01
FFE=34.01
FFE=27.00
FFE=27.00
FFE=27.00 FFE=27.00
(25.27)
1
0' SIDEWALK
10' SIDEWALK
(31.30)
(31.04)
(30.68)
(31.43)
(28.32)
(28.37)
7:1
6:1
7:1
6:1
6:1
6:1
6:1
4:1
5:1
6:1
6:1
8:1
29:1
27:1
50:1
11:1
10:1
12:1
33.34
15' UTILITY
EASEMENT
(30.22)
(29.97)
(28.88)
(29.12)
(29.43)
(29.55)
26.91
26.91
26.99
26.99
18" VERTICAL
CURB AND GUTTER
18" VERTICAL
CURB AND GUTTER
6" PERFORATED
UNDERDRAIN
CONSTRUCT ± 16 L.F.
30" VERTICAL CURB
AND GUTTER
CONSTRUCT ± 14 L.F.
30" VERTICAL CURB
AND GUTTER
RISERS RISERS
RISERS
VERTICAL
CURB AND GUTTER
(TO BE CONSTRUCTED
BY OTHERS)
DRY WELL
CONSTRUCT ± 31 L.F.
30" VERTICAL CURB
AND GUTTER
CONSTRUCT ± 10 L.F.
30" VERTICAL CURB
AND GUTTER
CONSTRUCT ± 20 L.F.
30" VERTICAL CURB
AND GUTTER
SIDEWALK CHASE
CONCRETE CHASE
2.1%
2.1%
5.0%
1.8%
1.5%
1.9%
1.9%
1.9%
1.9%
4.3%
2.0%
4.2%
2.0%
2.0%
THE SLAB
STADIUM APARTMENTS
RISERS
RISERS
25.60
24.02
24.10
24.28
24.34
24.53
24.62
24.68
24.70
25.00
24.81
25.11
24.15
27.04
30.50
18" VERTICAL
CURB AND GUTTER
LANDSCAPE
WALL
LANDSCAPE
WALL
WALL
LANDSCAPE
WALL
WALL WALL
WALL
WALL
WALL
LANDSCAPE
WALL
FFE=30.50
7.50' SIDEWALK
DRAINAGE
EASEMENT DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
26' EMERGENCY ACCESS, NON-VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
26' EMERGENCY ACCESS, VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
31' EMERGENCY ACCESS, VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
9' UTILITY EASEMENT
20' EMERGENCY ACCESS, NON-VEHICULAR
PUBLIC ACCESS & DRAINAGE EASEMENT
5' NON-VEHICULAR
PUBLIC ACCESS
EASEMENT
DRAINAGE
EASEMENT
2.2%
2.2%
2.2%
2.2%
2.4%
19.54' EMERGENCY
ACCESS EASEMENT
30.16
(32.18)
(31.82)
32.98
(31.85)
(32.17)
(32.17)
(31.74)
INLET
INLET
INLET
INLET
INLET
32.90
32.97
INLET
WALL
RAMP
RAMP
24.87
30.73
31.93
31.75
31.63
RAMP
RISERS
26.10
26.10
26.67
18" VERTICAL
CURB AND GUTTER
RAMP
RAMP
RAMP
ROLL OVER
CURB AND GUTTER
ROLL OVER
CURB AND GUTTER
ROLL OVER
CURB AND GUTTER
2.0%
2.0%
2.0%
2.0%
2.0%
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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's below.
Call before you dig.
R
GRAPHIC SCALE:
LEGEND:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
ST EXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
EXISTING EDGE OF ASPHALT
4950
4950
4:1
BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED INFLOW CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45
PROPOSED FINISH GROUND ELEVATION
(79.45)
EXISTING GROUND ELEVATION
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
BENCHMARK/BASIS OF BEARING
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
2.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.
3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY
REGULATIONS.
4.REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING
SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW
IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR
SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
2.0%
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROJECT DATUM: NAVD 88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT
RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND
CENTER AVE., ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST
C4.00
OVERALL GRADING PLAN
C. Snowdon
B. Mathisen
1"=20'
11
PROPOSED POROUS PAVING
ELEC VAULT W
TELE
H
Y
D
W W W W W W W W W W W W W W W W W W W W W W W W W
W
8" x 6" TEE
W/ 6" G.V. (W) AND T.B.
N:124040.37
E:190795.56
45° BEND
N:124057.47
E:190795.56
45° BEND
N:124056.44
E:190772.95
8" x 6" TEE
W/ 6" G.V. (W) AND T.B.
N:124034.37
E:190795.56
8" G.V.
N:124037.37
E:190795.56
8" x 4" TEE
W/ 4" G.V. (W) AND T.B.
N:123974.09
E:190795.56
8" x 8" TEE
W/ 8 G.V. (N) AND T.B.
N:123802.29
E:190795.56
5.50 LF
12" PVC
@ 0.20%
66.41 LF 12" PVC @ 0.20%
26.08 LF 12" PVC @ 0.20%
15.50 LF
12" PVC
@ 0.20%
49.69 LF 12" PVC @ 0.20%
48.68 LF 12" PVC @ 0.20% 165.33 LF 12" PVC @ 0.20%
25.30 LF 12" PVC @ 0.20%
36.41 LF 12" PVC @ 0.20%
9.10 LF 4" PVC @ 3.00%
94.54 LF 12" PVC @ 0.20% 96.91 LF 12" PVC @ 0.20% 99.41 LF 12" PVC @ 0.20%
111.62 LF 6" PERFORATED PVC @ 0.50%
50.50 LF 6" PVC @ 0.50%
17.77 LF 12" PVC @ 1.00%
19.02 LF
12" PVC
@ 0.20%
10.43 LF
12" PVC
@ 2.00%
8.96 LF
12" PVC
@ 2.00%
18.84 LF 12" PVC @ 2.00%
19.02 LF
12" PVC
@ 0.20%
10.57 LF
12" PVC
@ 2.00%
8.95 LF
12" PVC
@ 2.00%
19.02 LF
12" PVC
@ 0.20%
15.23 LF
12" PVC
@ 2.00%
7.95 LF
12" PVC
@ 2.00%
27.29 LF
8" PVC
@ 0.50% 18.50 LF
8" PVC
@ 0.50%
40.00 LF
6" PEFORATED PVC
@ 0.20%
42.58 LF 12" PVC @ 0.20%
13.83 LF 12" PVC @ 2.00%
10.00 LF 12" PVC @ 0.20%
8.99 LF 12" PVC @ 2.00%
15.08 LF
12" PVC
@ 0.20%
11.65 LF 12" PVC @ 3.00%
5.10 LF 12" PVC @ 2.00%
10.23 LF 12" PVC @ 2.00%
5.31 LF 12" PVC @ 2.29%
12.15 LF 4" PVC @ 3.00% 10.98 LF 4" PVC @ 3.00%
Outlet Structure A7
INV. IN=5028.96 (W)
INV. OUT=5028.96 (S)
FG=5032.51
WQ Structure A8
INV. IN=5028.99 (N)
INV. IN=5028.99 (S)
INV. OUT=5028.99 (E)
FG=5032.49
WQ Structure A9-1
INV. IN=5029.20 (E)
INV. OUT=5029.20 (W)
FG=5032.94
WQ Structure A9
INV. IN=5029.16 (N)
INV. IN=5029.17 (E)
INV. OUT=5029.16 (S)
FG=5032.99
WQ Structure A5-2
INV. IN=5028.96 (W)
INV. IN=5030.93 (E)
INV. OUT=5028.96 (S)
FG=5034.01
WQ Structure A5-3
INV. IN=5030.92 (W)
INV. OUT=5029.00 (E)
FG=5034.01
Outlet Structure A5-1
INV. IN=5028.90 (N)
INV. OUT=5028.90 (S)
FG=5034.00
Outlet Structure A4-1
INV. IN=5028.90 (N)
INV. OUT=5028.90 (S)
FG=5034.00
WQ Structure A4-2
INV. IN=5028.96 (W)
INV. IN=5030.93 (E)
INV. OUT=5028.96 (S)
FG=5034.01
WQ Structure A4-3
INV. IN=5030.91 (W)
INV. OUT=5029.00 (E)
FG=5034.01
Area Inlet A8-3
INV. OUT=5029.41 (N)
FG=5032.32
Drain Basin A10
INV. IN=5029.26 (E)
INV. OUT=5029.26 (S)
FG=5033.23
Drain Basin A5
INV. IN=5028.72 (W)
INV. IN=5028.72 (N)
INV. OUT=5028.72 (E)
FG=5033.12
Drain Basin A4
INV. IN=5028.53 (W)
INV. IN=5028.53 (N)
INV. OUT=5028.53 (E)
FG=5032.15
Drain Basin A3
INV. IN=5028.33 (W)
INV. IN=5028.33 (N)
INV. OUT=5028.33 (E)
FG=5031.13
Monitoring Well A2-5
INV. IN=5029.05 (W)
INV. IN=5029.02 (N)
INV. OUT=5029.05 (S)
FG=5031.55
Outlet Structure A2-6
INV. IN=5029.30 (W)
INV. OUT=5029.30 (E)
FG=5032.96
WQ Structure A2-8
INV. IN=5030.61 (N)
INV. OUT=5029.41 (S)
FG=5033.88
WQ Structure A2-7
INV. IN=5030.61 (S)
INV. IN=5029.39 (N)
INV. OUT=5029.39 (E)
FG=5033.93
WQ Structure A3-3
INV. IN=5030.93 (W)
INV. OUT=5029.03 (E)
FG=5034.01
WQ Structure A3-2
INV. IN=5028.99 (W)
INV. IN=5030.93 (E)
INV. OUT=5028.99 (S)
FG=5034.01
Outlet Structure A3-1
INV. IN=5028.93 (N)
INV. OUT=5028.93 (S)
FG=5034.01
Bend A8-2
INV. IN=5029.28 (S)
INV. OUT=5029.30 (NW)
FG=5032.35
Bend A8-1
INV. IN=5029.10 (SE)
INV. OUT=5029.10 (N)
FG=5032.46
Drain Basin A11
INV. IN=5029.36 (E)
INV. IN=5029.36 (S)
INV. OUT=5029.36 (W)
FG=5032.78
Drain Basin A12
INV. IN=5029.69 (E)
INV. IN=5029.69 (S)
INV. OUT=5029.69 (W)
FG=5031.88 Drain Basin A14
INV. IN=5029.75 (N)
INV. OUT=5029.75 (W)
FG=5031.81
Drain Basin A15
INV. IN=5030.16 (E)
INV. OUT=5029.83 (S)
FG=5032.52
Bend A2-4
INV. IN=5028.49 (N)
INV. OUT=5028.49 (SW)
FG=5030.64
Drain Basin A2-2
INV. IN=5028.37 (E)
INV. OUT=5028.37 (S)
FG=5031.38
Drain Basin A2-1
INV. IN=5028.24 (N)
INV. OUT=5028.24 (SW)
FG=5029.96
Drain Basin A2
INV. IN=5028.20 (W)
INV. IN=5028.20 (NE)
INV. OUT=5028.20 (S)
FG=5029.94
ST Structure A2-5.1
INV. OUT=5029.10 (S)
FG=5030.86
Dry Well B3
INV. IN=5024.50 (N)
INV. OUT=5024.50 (W)
FG=5028.53
234.92 LF 24" PVC @ 0.20%
Monitoring Well C2-7
INV. IN=5024.95 (E)
INV. OUT=5025.27 (N)
FG=5029.84
POND S4
(SC-740 CHAMBERS)
POND S3
(SC-740 CHAMBERS)
POND S2
(SC-740 CHAMBERS)
POND S1
(SC-160 CHAMBERS)
PROSPECT ROAD
(60' PUBLIC ROW)
THE SLAB
20' EMERGENCY ACCESS, NON-VEHICULAR
PUBLIC ACCESS, AND DRAINAGE EASEMENT
26' EMERGENCY, NON-VEHICULAR
PUBLIC, DRAINAGE, AND UTILITY
EASEMENT
Area Inlet A2-3
INV. IN=5028.46 (NE)
INV. OUT=5028.47 (W)
FG=5030.44
5.14 LF 6" PERFORATED
PVC @ 0.50%
Roof Leader A5-4
INV. OUT=5031.13 (E)
FG=5034.01
Roof Leader A5-2.1
INV. OUT=5031.10 (W)
FG=5034.01
Roof Leader A4-4
INV. OUT=5031.12 (E)
FG=5034.01
Roof Leader A4-2.1
INV. OUT=5031.10 (W)
FG=5034.01
Roof Leader A3-4
INV. OUT=5031.23 (E)
FG=5034.01
Roof Leader A3-2.1
INV. OUT=5031.09 (W)
FG=5034.01
Drain Basin A6
INV. IN=5028.91 (N)
INV. OUT=5028.91 (E)
FG=5032.88
Roof Leader A9-2
INV. OUT=5029.55 (W)
FG=5033.34
Roof Leader A11-1
INV. OUT=5029.72 (N)
FG=5033.34
Roof Leader A12-1
INV. OUT=5030.02 (N)
FG=5033.34
Roof Leader A15
INV. OUT=5030.43 (W)
FG=5033.34
Roof Leader A2-7.1
INV. OUT=5030.89 (N)
FG=5034.01
Roof Leader A2-9
INV. OUT=5030.79 (S)
FG=5033.85
BUILDING A
10" SANITARY SEWER SERVICE
INV. OUT=5017.53 (N)
Headwall A1
INV. IN=5028.18 (N)
FG=5029.23
6" FIRE SERVICE
4" METER
VAULT
4" WATER SERVICE
SEWER TO BE
ABANDONED
IN PLACE
EXISTING VAULT
TIE TO EXISTING
8" WATER MAIN
TRANSFORMER
TRANSFORMER
EXISTING VAULT
4" PVC PERFORATED
UNDERDRAIN
4" PVC PERFORATED
UNDERDRAIN
FIRE SERVICE LINE
TO BE INSTALLED
UNDER WATER MAIN
EXISTING FIRE
HYDRANT
CONNECT TO EXISTING
GAS LINE
GAS METER
COORDINATE WITH
CABLE PROVIDER
SIDEWALK CHASE
CURB CHASE
ISOLATOR ROW (2)
ISOLATOR ROW (2)
ISOLATOR ROW (2) ISOLATOR ROW (2)
4" PVC PERFORATED
UNDERDRAIN
EXISTING 6" WATER LINE
ELECTRIC METER
Monitoring Well C2-9
INV. OUT=5026.60 (N)
FG=5030.56
Monitoring Well C2-8
INV. IN=5026.13 (S)
INV. OUT=5025.81 (W)
FG=5030.10
28.65 LF
6" PERFORATED PVC
Bend C2-6.1 @ 3.00%
INV. IN=5025.09 (W)
INV. OUT=5025.09 (E)
FG=5030.08
WALL MOUNTED
HYDRANT CONNECTION
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
9.49 LF 12" PVC @ 1.00%
17.80 LF
6" PERFORATED PVC
@ 0.20%
15.43 LF 6" PERFORATED PVC @ 3.00%
POND S5
(SC-310 CHAMBERS)
Area Inlet B1
INV. IN=5024.68 (E)
FG=5028.17
16.13 LF 24" PVC @ -0.50%
TRANSFORMER
15' UTILITY
EASEMENT
METER TO REMAIN
FOR IRRIGATION SERVICE
EXISTING 3
4" WATER
SERVICE TO REMAIN
Area Inlet B2
INV. IN=5024.58 (E)
INV. OUT=5024.58 (W)
FG=5028.97
20.36 LF
24" PVC
@ -0.50%
5.52 LF 12" PVC @ 0.20%
Area Inlet A13
INV. IN=5029.74 (E)
INV. OUT=5029.74 (W)
FG=5031.30
19.93 LF 12" PVC @ 3.00%
4" PVC PERFORATED
UNDERDRAIN
W W
W W W W W W W
CC CC
W S O
VB
8" x 6" REDUCER
W/ 8" G.V. (E)
N:123813.28
E:190234.44
TIE INTO EXISTING
6" WATER MAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
GRAPHIC SCALE:
LEGEND:
S EXISTING SANITARY MH
G EXISTING GAS METER
E EXISTING ELECTRIC METER
EXISTING POWER POLE
VAULT
ELEC EXISTING ELECTRIC VAULT
T EXISTING TELEPHONE PEDESTAL
W PROPOSED H2O METER
EXISTING LIGHT POLE
H
Y
D
EXISTING FIRE HYDRANT
TRAFFIC
VAULT EXISTING TRAFFIC VAULT
E EXISTING BURIED ELECTRIC
G EXISTING BURIED GAS
W EXISTING WATER LINE
SS EXISTING SANITARY SEWER LINE
ST EXISTING STORM SEWER LINE
PROPOSED WATER SERVICE LINE
PROPOSED SANITARY SERVICE LINE
PROPOSED STORM SEWER LINE W/ INLET
W
S
GENERAL 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 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.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE
ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700).
6.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.
7.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.
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
PROJECT BOUNDARY
FDC
EXISTING LOTLINE
PROPOSED EASEMENT LINE
PROPOSED CURB & GUTTER
PROPOSED FIRE DEPARTMENT CONNECTION
F PROPOSED FIRE SERVICE LINE
IRR PROPOSED IRRIGATION METER
C3.02
UTILITY PLAN
C. Snowdon
B. Mathisen
1"=20'
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner 10
MATCHLINE
SEE SHEET C3.01
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
PROPOSED GAS METER
E:190778.94
45° BEND
N:124056.44
E:190772.95
45° BEND
N:124086.38
E:190802.89
16" x 8" WET TAP
W/ 8" G.V. (S) AND T.B.
N:124360.75
E:190781.47
9.10 LF 4" PVC @ 3.00%
ST Structure A2-5.1
INV. OUT=5029.10 (S)
100-year Storm Outlet B6
INV. OUT=5028.50 (S)
FG=5030.67
Drain Basin B4
INV. IN=5024.97 (E)
INV. OUT=5024.97 (S)
FG=5030.95
Drain Basin B5
INV. IN=5028.32 (N)
INV. OUT=5025.45 (W)
FG=5029.38
239.94 LF 24" PVC @ 0.20%
8.90 LF 24" PVC @ 2.00%
Water Quality Outlet C5
INV. OUT=5023.97 (E)
FG=5027.10
Monitoring Well C2-7
INV. IN=5024.95 (E)
INV. OUT=5025.27 (N)
FG=5029.84
Drain Basin C4
INV. IN=5023.95 (W)
INV. OUT=5023.95 (N)
FG=5025.73
Monitoring Well C2-4
INV. IN=5024.32 (S)
INV. OUT=5024.32 (N)
FG=5026.09
Install Bend C2-1
INV. IN=5024.23 (SW)
INV. OUT=5024.23 (E)
Trench Drain C2-3 FG=5026.84
INV. IN=5024.29 (S)
INV. OUT=5024.29 (E)
FG=5025.46 Drain Basin C2
INV. IN=5023.66 (S)
INV. IN=5023.66 (W)
INV. OUT=5023.66 (NE)
FG=5024.62
Outfall C1
INV. IN=5023.63 (SW)
FG=5023.63
12.72 LF 12" PVC @ 0.20%
79.73 LF 12" PVC @ 0.20%
8.81 LF 12" PVC @ 0.20%
285.56 LF 6" PVC @ 0.20%
16.44 LF 6" PVC @ 0.20%
16.58 LF 6" PVC @ 0.20%
158.66 LF 6" PERFORATED
PVC @ 0.50%
POND N2
(WITH SAND FILTER)
LAKE STREET
(60' PUBLIC ROW)
STADIUM APARTMENTS
31' EMERGENCY ACCESS,
PUBLIC ACCESS, DRAINAGE,
AND UTILITY EASEMENT
Roof Leader A15
INV. OUT=5030.43 (W)
FG=5033.34
Roof Leader A2-9
BUILDING B
(163.25 LF 12" PVC @ 0.43%)
(195.78 LF 10" PVC @ 0.50%)
(130.14 LF 10" PVC @ 0.50%)
7.56 LF 10" PVC @ 1.00%
39.63 LF 10" PVC @ 1.00%
272.81 LF 10" PVC @ 1.00%
10" SANITARY SEWER SERVICE
INV. OUT=5017.53 (N)
SSMH (4' DIA.)
INV. IN=5014.12 (W)
INV. IN=5014.32 (S)
INV. OUT=5014.12 (E)
INSTALL 22.5° BEND
INV. IN=5014.40 (S)
INV. OUT=5014.40 (N)
INSTALL CLEANOUT
INV. IN=5014.80 (S)
INV. OUT=5014.80 (N)
FG=5025.34
TIE TO EXISTING
ELECTRIC LINE
3" METER
VAULT
3" WATER
SERVICE
6" FIRE SERVICE
FROM BUILDING A
EXISTING 8" CLAY SERVICE TO
BE REMOVED AND REPLACED
WITH 10" PVC SERVICE
SIDEWALK CHASE
PER THE SLAB
GAS METER
EXISTING 12" WATER MAIN
EXISTING 16" WATER MAIN SSMH (4')
INV. IN=5013.14 (W)
INV. OUT=5013.11 (E)
SSMH (4')
INV. IN=5012.41 (W)
EXISTING 18" WATER MAIN
SIPHONED OUTLET PIPE
ELECTRIC METER
ELECTRIC METER
WQ POND N1
(SC-160 CHAMBERS)
Monitoring Well C2-9
INV. OUT=5026.60 (N)
FG=5030.56
Monitoring Well C2-8
INV. IN=5026.13 (S)
INV. OUT=5025.81 (W)
FG=5030.10
28.65 LF
6" PERFORATED PVC
Bend C2-6.1 @ 3.00%
INV. IN=5025.09 (W)
INV. OUT=5025.09 (E)
FG=5030.08
8" x 6" SWIVEL TEE
W/ 6" G.V. (W) AND T.B.
N:124105.27
E:190779.20
FIRE HYDRANT
Inlet C2-6.2
INV. OUT=5025.18 (E)
FG=5030.20
17.96 LF 12" PVC @ 1.00%
9.49 LF 12" PVC @ 1.00%
17.80 LF
6" PERFORATED PVC
@ 0.20%
Inlet C2-5
INV. IN=5025.11 (S)
INV. OUT=5025.11 (N)
FG=5028.52
15.43 LF 6" PERFORATED PVC @ 3.00%
TRANSFORMER
TRANSFORMER
9' UTILITY
EASEMENT
Trench Drain C2-2
INV. IN=5024.26 (W)
INV. OUT=5024.26 (NE)
FG=5025.39
TRENCH DRAIN
68.68 LF 12" PVC @ 0.20%
Drain Basin C3
INV. IN=5023.82 (S)
INV. IN=5023.82 (W)
INV. OUT=5023.82 (N)
FG=5025.27
Roof Drain From Internal Plazas C3-1
INV. OUT=5023.84 (E)
FG=5026.55
10.48 LF 12" PVC @ 0.20%
EXISTING EMERGENCY ACCESS,
PUBLIC ACCESS, UTILITY AND
DRAINAGE EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
GENERAL 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 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.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE
ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700).
6.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.
7.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.
C3.01
UTILITY PLAN
C. Snowdon
B. Mathisen
1"=20'
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner 9
MATCHLINE
SEE SHEET C3.02
GRAPHIC SCALE:
LEGEND:
S EXISTING SANITARY MH
G EXISTING GAS METER
E EXISTING ELECTRIC METER
EXISTING POWER POLE
VAULT
ELEC EXISTING ELECTRIC VAULT
T EXISTING TELEPHONE PEDESTAL
W PROPOSED H2O METER
EXISTING LIGHT POLE
H
Y
D
EXISTING FIRE HYDRANT
TRAFFIC
VAULT EXISTING TRAFFIC VAULT
E EXISTING BURIED ELECTRIC
G EXISTING BURIED GAS
W EXISTING WATER LINE
SS EXISTING SANITARY SEWER LINE
ST EXISTING STORM SEWER LINE
PROPOSED WATER SERVICE LINE
PROPOSED SANITARY SERVICE LINE
PROPOSED STORM SEWER LINE W/ INLET
W
S
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
PROJECT BOUNDARY
FDC
EXISTING LOTLINE
PROPOSED EASEMENT LINE
PROPOSED CURB & GUTTER
PROPOSED FIRE DEPARTMENT CONNECTION
F PROPOSED FIRE SERVICE LINE
IRR PROPOSED IRRIGATION METER
PROPOSED GAS METER
VAULT T T ELEC
ELEC
H
Y
D
S
MH
S
W
W W W W W W W W W W W W W W W W W W W W W
S
F
CO
UD UD UD UD UD
UD UD
F
F
W
W
E
E E E E
E E E E
E
E
E E
E E E E
E E
E
E
E E E E E E E E E E
S
UD
UD UD UD UD UD
CO
CO
UD UD
UD
E
E
6" FIRE SERVICE
TIE TO EXISTING
ELECTRIC LINE
3" METER
VAULT
3" WATER
SERVICE
SANITARY
SEWER
CLEANOUT
4' SANITARY
SEWER MANHOLE
10" SANITARY
SEWER SERVICE
6" FIRE SERVICE
4" METER
VAULT
4" WATER SERVICE
SEWER TO BE
ABANDONED
IN PLACE
EXISTING VAULT
TIE TO EXISTING
8" WATER MAIN
TRANSFORMER
TRANSFORMER
EXISTING VAULT
TRANSFORMER
EXISTING 8" CLAY SERVICE TO
BE REMOVED AND REPLACED
WITH 10" PVC SERVICE
ROOF LEADER ROOF LEADER
ROOF LEADER
ROOF LEADER
ROOF LEADER
ROOF LEADER
ROOF LEADER
ROOF LEADER
EXISTING FIRE
HYDRANT
ROOF LEADER
ROOF LEADER
GAS METER
GAS METER
SIDEWALK CHASE
CURB CHASE
STORM LINE C
OUTFALL
POND S4
(SC-740 CHAMBERS)
POND S3
(SC-740 CHAMBERS)
POND S2
(SC-740 CHAMBERS)
POND S5
(SC-310 CHAMBERS)
POND N2
(WITH SAND FILTER)
PROSPECT ROAD
(60' PUBLIC ROW)
LAKE STREET
(60' PUBLIC ROW)
THE SLAB
15' UTILITY
EASEMENT
31' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC
ACCESS, DRAINAGE, AND UTILITY EASEMENT
26' EMERGENCY ACCESS,
NON-VEHICULAR PUBLIC,
DRAINAGE, AND UTILITY
EASEMENT
9' UTILITY
EASEMENT
EXISTING 4" WATER LINE
TIE TO EXISTING
12" WATER MAIN
STORM LINE C2
STORM LINE C
STORM LINE B
STADIUM
APARTMENTS
STORM LINE A
STORM LINE A2
STORM
STORM LINE A3
LINE A4
STORM
LINE A5
WQ POND N1
(SC-160 CHAMBERS)
BUILDING A
BUILDING B
CURB INLET
PROPOSED WALL
MOUNTED HYDRANT
CONNECTION
EXISTING FIRE
HYDRANT
FIRE HYDRANT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRY WELL
STORM LINE C6
TRENCH
DRAIN
STORM LINE C3
INLET
INLET
INLET
SIDEWALK CHASE
INLET
INLET
ROOF DRAIN FROM
INTERNAL PLAZAS
METER TO REMAIN
FOR IRRIGATION SERVICE
EXISTING 3
4" WATER
SERVICE TO REMAIN
TRANSFORMER
INLET
ELECTRIC METER
ELECTRIC METER
POND S1
(SC-160 CHAMBERS)
8" WATER
MAIN
8" WATER
MAIN
10" PRIVATE
SEWER SERVICE
8" WATER MAIN 8" WATER
MAIN
PROPOSED
ELECTRIC SERVICE EXISTING 12"
WATER MAIN
EXISTING 12"
SEWER MAIN
10" SEWER SERVICE
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
GRAPHIC SCALE:
LEGEND:
S EXISTING SANITARY MH
G EXISTING GAS METER
E EXISTING ELECTRIC METER
EXISTING POWER POLE
VAULT
ELEC EXISTING ELECTRIC VAULT
T EXISTING TELEPHONE PEDESTAL
W PROPOSED H2O METER
EXISTING LIGHT POLE
H
Y
D
EXISTING FIRE HYDRANT
TRAFFIC
VAULT EXISTING TRAFFIC VAULT
E EXISTING BURIED ELECTRIC
G EXISTING BURIED GAS
W EXISTING WATER LINE
SS EXISTING SANITARY SEWER LINE
ST EXISTING STORM SEWER LINE
PROPOSED WATER SERVICE LINE
PROPOSED SANITARY SERVICE LINE
PROPOSED STORM SEWER LINE W/ INLET
W
S
GENERAL 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 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.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE
ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700).
6.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.
7.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.
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
PROJECT BOUNDARY
FDC
EXISTING LOTLINE
PROPOSED EASEMENT LINE
PROPOSED CURB & GUTTER
PROPOSED FIRE DEPARTMENT CONNECTION
F PROPOSED FIRE SERVICE LINE
IRR PROPOSED IRRIGATION METER
C3.00
OVERALL UTILITY PLAN
C. Snowdon
B. Mathisen
1"=30'
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner 8
PROPOSED GAS METER
RISERS
(TO BE DESIGNED
BY OTHERS)
BIKE RACK
(TYP.)
RAMP
BIKE RACK
(TYP.)
BENCH
(TYP.)
BIKE RACK
(TYP.)
BENCH
(TYP.)
SIDEWALK
CHASE
PROSPECT ROAD
(60' PUBLIC ROW)
BUILDING A
4.5' SIDEWALK
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
26' EMERGENCY ACCESS, NON-VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
26' EMERGENCY ACCESS, VEHICULAR
PUBLIC ACCESS, DRAINAGE & UTILITY
EASEMENT
15' UTILITY EASEMENT
20' EMERGENCY ACCESS, NON-VEHICULAR
PUBLIC ACCESS & DRAINAGE EASEMENT
18" VERTICAL
CURB AND GUTTER
CONCRETE CHASE
SIDEWALK CHASE
RAMP
(STADIUM APARTMENTS)
WALL
(BY OTHERS)
4.5' SIDEWALK
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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. BUILDING INFORMATION IS BASED UPON BEST AVAILABLE DATA AT THE TIME OF
FINAL DEVELOPMENT PLAN APPROVAL. CONTRACTOR SHALL CONFIRM AND
COORDINATE WITH STAMPED ARCHITECTURAL/STRUCTURAL DRAWINGS SUPPLIED
WITH THE BUILDING PERMIT.
7. REFER TO STAMPED ARCHITECTURAL/LANDSCAPE DRAWINGS FOR LOCATIONS OF
ALL SITE FURNITURE, FIXTURES, EQUIPMENT, AND OTHER AMENITIES. CONTRACTOR
SHALL CONFIRM THAT SAID SITE ELEMENTS WILL NOT CONFLICT WITH UTILITIES AND
OTHER CIVIL ITEMS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 60 FEET
60 120 180
NORTH
C2.01
HORIZONTAL CONTROL PLAN
C. Snowdon
B. Mathisen
1"=20'
7
MATCHLINE
SEE SHEET C2.00
EASEMENT
28' DRIVE
ISLE
RAMP
PERMEABLE PAVERS
LANDSCAPE WALL
(BY OTHERS)
7.48' EMREGENCY
ACCESS EASEMENT
(STADIUM APARTMENTS)
WALL
(BY OTHERS)
4.5' SIDEWALK
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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. BUILDING INFORMATION IS BASED UPON BEST AVAILABLE DATA AT THE TIME OF
FINAL DEVELOPMENT PLAN APPROVAL. CONTRACTOR SHALL CONFIRM AND
COORDINATE WITH STAMPED ARCHITECTURAL/STRUCTURAL DRAWINGS SUPPLIED
WITH THE BUILDING PERMIT.
7. REFER TO STAMPED ARCHITECTURAL/LANDSCAPE DRAWINGS FOR LOCATIONS OF
ALL SITE FURNITURE, FIXTURES, EQUIPMENT, AND OTHER AMENITIES. CONTRACTOR
SHALL CONFIRM THAT SAID SITE ELEMENTS WILL NOT CONFLICT WITH UTILITIES AND
OTHER CIVIL ITEMS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 60 FEET
60 120 180
NORTH
C2.00
HORIZONTAL CONTROL PLAN
C. Snowdon
B. Mathisen
1"=20'
PROPOSED POROUS PAVERS
PROPOSED DESIGNER PAVEMENT
PROPOSED PUBLIC CONCRETE
6
MATCHLINE
SEE SHEET C2.01
CTV CTV CTV CTV
CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV CTV
G
G G
T T T
T T
OHU OHU OHU
OHU OHU OHU
CTV CTV CTV
CTV
W W W
W W W
W W W
W W W
W W W
W
E E E E E
E E
E E E E E
E E
E E E
E
E
E
E E
E E
V
AULT
ELEC
LID
CABLE E
G
E
G
T
W
S
O
E
AC
ELEC
TELE
W
S
O
W
S
O
M
VAULT
CABLE
E
S
W
WV
WV
T
VAULT
ELEC
VAULT
ELEC
M
W
M
VAULT
TELE
W W
H
Y
D
W W W W W W W W W W W W W W W W W W W W W W W W W
/ / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / /
/ / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
CONTROL
IRR
T
X
X
X
X
X
E
X X X
X
X
X
X
X
X X
X
X
E
E
E
V.P.
V.P.
CONTROL
IRR
TH
TH
T
X
X
X
X
X
E
X X X
X
X
X
X
X
X X
X
X
E
E
E
V.P.
V.P.
X
X
X X
X
VAULT
ELEC VAULT
ELEC
H
Y
D
X
X X X
X X X X
X
X X X
X
WV
WV
WV
VAULT
ELEC
VAULT
ELEC
W W
FO
CTV CTV
DRIVEWAY ENTRANCE
DRIVEWAY
900 WEST
PROSPECT ROAD
836 WEST
PROSPECT ROAD
832 WEST
PROSPECT ROAD
828 WEST
PROSPECT
ROAD
820 WEST
PROSPECT ROAD
SANITARY MANHOLE
(ABANDON)
RIM=5029.78
INV W=5021.16 (6" CLAY)
INV E=5021.12 (6" CLAY)
PROSPECT ROAD
(60' PUBLIC ROW)
DRIVEWAY
DRIVEWAY
TO BE REMOVED
DRIVEWAY
DRIVEWAY
TO BE REMOVED
± 1115 S.F. SINGLE STORY
RESIDENTIAL HOUSE
TO BE REMOVED
± 540 S.F. SINGLE STORY
GARAGE TO BE REMOVED
± 57 L.F. OF FENCE
TO BE REMOVED
POWER POLE
TO BE REMOVED
± 1312 S.F. SINGLE STORY
RESIDENTIAL HOUSE
TO BE REMOVED
± 962 S.F. SINGLE STORY
RESIDENTIAL HOUSE
TO BE REMOVED
± 299 S.F. WOOD SHED
TO BE REMOVED
± 1648 S.F. SINGLE STORY
RESIDENTIAL HOUSE
TO BE REMOVED
± 243 S.F SHED
TO BE REMOVED
± 15 S.F. PUMP HOUSE
TO BE REMOVED
± 143 L.F OF
OVERHEAD CABLE
TO BE REMOVED
± 567 S.F. WOOD GARAGE
TO BE REMOVED
± 440 S.F. WOOD GARAGE
TO BE REMOVED
± 543 S.F. GREENHOUSE
TO BE REMOVED
± 102 S.F. METAL SHED
TO BE REMOVED ± 276 L.F. OF FENCE
TO BE REMOVED
± 61 S.F. BLOCK SHED
TO BE REMOVED
± 34 S.F. WOOD SHED
TO BE REMOVED
± 311 L.F. OF FENCE
TO BE REMOVED
± 186 L.F. OF CTV
TO BE REMOVED
MAILBOX
TO BE REMOVED
MAILBOX
TO BE REMOVED
ELECTRIC METER
TO BE REMOVED
MISC.LID
TO BE REMOVED
AC UNIT
TO BE REMOVED
± 1345 S.F. WOOD BUILDING
TO BE REMOVED
± 232 L.F. OF CTV
TO BE REMOVED
± 147 L.F OF
ELECTRIC LINE
TO BE REMOVED
± 24 L.F. OF FENCE
TO BE REMOVED
± 120 L.F. OF FENCE
TO BE REMOVED
± 262 L.F. OF FENCE
TO BE REMOVED
± 10 L.F. OF FENCE
TO BE REMOVED
± 22 L.F. OF CTV
TO BE REMOVED
± 27 L.F. OF GAS LINE
TO BE REMOVED
GAS METERS
TO BE REMOVED
MAILBOX TO
BE REMOVED
± 82 L.F. OF CTV
TO BE REMOVED
± 109 L.F. OF FENCE
TO BE REMOVED
± 22 L.F. OF GAS LINE
TO BE REMOVED
± 1560 S.F. MULTI-LEVEL STORY
RESIDENTIAL HOUSE
TO BE REMOVED
± 129 S.F. OF CONCRETE
PAD TO BE REMOVED
± 125 S.F. OF CONCRETE
TO BE REMOVED
± 5 S.F. OF CONCRETE
TO BE REMOVED
± 5 S.F. OF CONCRETE
TO BE REMOVED
± 65 S.F. OF CONCRETE
TO BE REMOVED
± 20 S.F. OF CONCRETE
TO BE REMOVED
± 75 S.F. OF CONCRETE
TO BE REMOVED
± 9 S.F. OF CONCRETE
TO BE REMOVED
± 716 S.F. OF CONCRETE
TO BE REMOVED
± 9 S.F. OF CONCRETE
TO BE REMOVED
± 144 S.F. OF CONCRETE
TO BE REMOVED
± 100 S.F. OF CONCRETE
TO BE REMOVED
± 435 S.F. OF CONCRETE
TO BE REMOVED
± 7 S.F. OF CONCRETE
TO BE REMOVED
± 1000 S.F. OF CONCRETE
TO BE REMOVED
± 752 S.F. OF CONCRETE
TO BE REMOVED
± 30 S.F. OF CONCRETE
TO BE REMOVED
± 1735 S.F. OF CONCRETE
TO BE REMOVED
± 380 S.F. OF CONCRETE
TO BE REMOVED
± 182 S.F. OF CONCRETE
TO BE REMOVED
± 17 S.F. OF CONCRETE
TO BE REMOVED
± 620 S.F. SAWCUT
± 815 S.F. SAWCUT ± 595 S.F. SAWCUT
± 60 L.F. OF WATER SERVICE
TO B ABANDONED AT MAIN
± 62 L.F. OF WATER SERVICE
TO BE ABANDONED AT MAIN
± 62 L.F. OF WATER SERVICE
TO BE ABANDONED AT MAIN
± 64 L.F. OF WATER SERVICE
TO BE ABANDONED AT MAIN
ELECTRICAL VAULT
TO BE ADJUSTED TO
FINAL GRADES
TELEPHONE PEDESTAL
TO BE ADJUSTED TO FINAL
GRADES
REMOVE WATER SPIGOT
± 37 S.F. OF CURB CUT
TO BE REMOVED
AND REPLACED
± 34 S.F. OF CURB CUT
TO BE REMOVED
AND REPLACED
± 90 S.F. OF CURB CUT
TO BE REMOVED
± 24 S.F. OF CURB CUT
TO BE REMOVED
AND REPLACED
± 48 S.F. OF CURB CUT
TO BE REMOVED
AND REPLACED
TELEPHONE PEDESTAL
TO BE ADJUSTED TO
FINALE GRADES
ELECTRIC VAULT
TO BE ADJUSTED TO
FINAL GRADES
CABLE VAULT
TO BE ADJUSTED TO
FINAL GRADES
± 1942 S.F. OF SIDEWALK
TO BE REMOVED
± 1002 S.F. OF CONCRETE
TO BE REMOVED
± 90 S.F. OF CURB CUT
TO BE REMOVED
AND REPLACED
REMOVE SIDEWALK
TRANSITION
± 180 S.F. OF CONCRETE
TO BE REMOVED
REMOVE HANDICAP
RAMP
WATER SERVICE
TO REMAIN
METER TO REMAIN
FOR IRRIGATION SERVICE
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C1.02
DEMOLITION PLAN B. Mathisen
B. Mathisen
1" = 20'
4
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MATCHLINE
SEE SHEET C1.01
GRAPHIC SCALE:
LEGEND:
S SANITARY MH
FOUND CORNER
G GAS METER
DECID. TREE
CONIF. TREE TO BE REMOVED
POWER POLE
VAULT
ELEC ELECTRIC VAULT
T TELEPHONE PEDESTAL
W H2O METER
TELE TELEPHONE MH
LIGHT POLE
H
Y
D
FIRE HYDRANT
TRAFFIC
VAULT TRAFFIC VAULT
E BURIED ELECTRIC
G BURIED GAS
W WATER LINE
CURB/GUTTER FLOWLINE
MAJOR CONTOUR
MINOR CONTOUR
SS SANITARY SEWER LINE
4950
4949
DECID. TREE TO BE REMOVED
CONIF. TREE
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
BENCHMARK/BASIS OF BEARING:
NOTES:
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins benchmark 29-92: Approximate 300 feet south of West Prospect Rd. and
Shields St., on the North end of the West bridge parapet wall.
Elevation: 5025.67
BENCHMARK #2:
City of Fort Collins benchmark 28-92: Southwest corner of West Prospect Rd. and Center
Ave., on a water valve pit.
Elevation: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.17.
Basis of Bearings
The basis of bearings is the South line of the Southwest Quarter of Section 14, Township 7
North, Range 69 West of the 6th p.m. as bearing South 89°22'14" East
SIDEWALK RAMP
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / DEMO LINE
REMOVE EXISTING CONCRETE
REMOVE EXISTING STRUCTURE
REMOVE EXISTING ASPHALT
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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
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.SEE LANDSCAPE PLANS FOR TREE MITIGATION MEASURES.
{7.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND
COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700).
8.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.
9.DEMOLITION OF THE EXISTING BUILDING, PAVEMENTS, AND OTHER SITE FEATURES SHOULD INCLUDE
COMPLETE REMOVAL OF ALL FOUNDATION SYSTEMS, BELOW-GRADE STRUCTURAL ELEMENTS, PAVEMENTS,
AND EXTERIOR FLAT WORK WITHIN THE PROPOSED CONSTRUCTION AREA. THIS SHOULD INCLUDE REMOVAL
OF ANY UTILITIES TO BE ABANDONED ALONG WITH ANY LOOSE UTILITY TRENCH BACKFILL OR LOOSE
BACKFILL FOUND ADJACENT TO EXISTING FOUNDATIONS.
10.LIMITS OF CONCRETE CURB REMOVAL SHALL BE TO THE NEAREST JOINT. SECTIONS LESS THAN 5' SHALL
BE COMPLETELY REPLACED.}
G
CTV
G G G G G G G G
G G G
G
G G G G
CTV CTV CTV
T
T
T T T T
T T T
E E
E
E E E E
E E
E E E E E
E
E E
E
E E
E
E E E E
E E E
E E E
CTV CTV
CTV CTV CTV CTV
CTV
V
AULT
ELEC
ELEC
GAS
T
G
M
M
M M
ELEC
CABLE
W
TCABLE
ELEC
BRKR
C ELEC
BRKR
ELEC
BRKR
E
ELEC
GAS
VAULT
ELEC
WV
MH
G CABLE
G
ELEC
ELEC
VAULT
ELEC
ELEC ELEC
VAULT
ELEC
WV
WV
WV
H
Y
D
VAULT T T ELEC
ELEC
VAULT
ELEC
S
CABLE
MH
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10" SS 10" SS 10" SS 10" SS
12" W 12" W 12" W 12" W
WV
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X
X
X X
X
X
X
X
H
Y
D
10" SS 10" SS 10" SS 10" SS
12" W 12" W 12" W 12" W
C.O. AC
G
WV
X
X
X
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X
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X
X
X X
X
X
X
X
X
X
X
X
X X
H
Y
D
W W W W W
ELEC VAULT
ELEC
VAULT
ELEC
X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
ELEC
VAULT
ELEC
V.P.
X
X
X
VAULT
ELEC
C VAULT
ELEC
X
CTV
E E
E E
E E
CTV CTV
CTV CTV
CTV CTV
X
X
X X
VAULT CABLE
ELEC
VAULT
ELEC ELEC
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
M
H
S
0.5' CONCRETE WALL
DECK TO BE
REMOVED
SANITARY MANHOLE
RIM=5024.43
INV W=5013.11 (12" CLAY)
INV S=5013.63 (8" CLAY)
INV E=5013.14 (12" CLAY)
LAKE STREET
(60' PUBLIC ROW)
OVERHEAD
AWNING TO BE
REMOVED
± 8485 S.F. 3 STORY
APARTMENT
TO BE REMOVED
± 8485 S.F. 3
STORY
APARTMENT
TO BE REMOVED
± 8485 S.F. 3 STORY
APARTMENT
TO BE REMOVED
± 882 S.F. 2 STORY
CLUB HOUSE TO BE
REMOVED
± 8505 S.F. OF CONCRETE
TO BE REMOVED
± 2310 S.F. OF ASPHALT
TO BE REMOVED
± 17710 S.F. OF ASPHALT
TO BE REMOVED
SANITARY MANHOLE
RIM=5024.54
INV N=5016.03 (8")
INV E=5016.23 (6")
INV S=5016.32 (6")
INV W=5016.15 (6")
± 174 S.F. WOOD SHED
TO BE REMOVED
± 74 S.F. OF CONCRETE
TO BE REMOVED ± 62 S.F. OF CONCRETE
TO BE REMOVED
MONUMENT SIGN
TO BE REMOVED
CONCRETE WALL
TO BE REMOVED
± 1104 L.F. OF ELECTRIC LINE
TO BE REMOVED
± 623 L.F. OF GAS LINE
TO BE REMOVED
REMOVE BOLLARDS
± 88 L.F. OF FENCE
TO BE REMOVED
± 370 L.F. OF CTV LINE
TO REMOVED
GAS VALVE
TO BE REMOVED
ELECTRIC VAULT
TO BE REMOVED
± 163 L.F. OF FENCE
TO BE REMOVED
REMOVE SWIMMING POOL AND ALL
ASSOCIATED PUMPS AND DRAINS
± 7 L.F. OF FENCE
TO BE REMOVED
LIGHT POLES (2)
TO BE REMOVED
ELECTRIC BOX
TO BE REMOVED
ELECTRIC BREAKERS (2)
TO BE REMOVED
CABLE BOX
TO BE REMOVED
ELECTRIC METER
TO BE REMOVED
TELEPHONE PEDESTAL
TO BE REMOVED
ELECTRIC VAULT
TO BE REMOVED
± 125 L.F. OF ELECTRIC LINE
TO BE REMOVED
± 80 L.F. OF TELEPHONE LINE
TO BE REMOVED
± 185 L.F. OF FENCE
TO BE REMOVED
CONCRETE WALL
TO BE REMOVED
MAILBOXES (6)
TO BE REMOVED
2' CONCRETE PAN
TO BE REMOVED
EXISTING LIGHT
TO BE RELOCATED
EXISTING LIGHT
TO BE RELOCATED
(BY CITY LIGHT & POWER)
EXISTING LIGHT
& ELECTRIC VAULT
TO BE RELOCATED
± 8 L.F. OF GAS LINE
TO BE REMOVED
± 93 L.F. OF FENCE
TO BE REMOVED
REMOVE
BOLLARDS
± 36 S.F. OF CONCRETE
TO BE REMOVED
EXISTING ELECTRICAL
VAULT AND CABLE BOX
TO BE REMOVED
ELECTRIC VAULT
TO BE REMOVED
ELECTRIC VAULT
TO BE REMOVED
ELECTRIC VAULT
TO BE REMOVED
GAS METER
TO BE REMOVED
CABLE BOXES
TO BE REMOVED
GAS METER
TO BE REMOVED
± 833 S.F. OF SIDEWALK
TO BE REMOVED
EXISTING 12"
WATER LINE
EXISTING 18"
WATER LINE
EXISTING 16"
WATER LINE
EXISTING 10"
SANITARY SEWER
EXISTING 12"
WATER LINE
WATER SERVICE
TO BE ABANDONED
AT MAIN
EXISTING 8" CLAY MAIN
TO BE REMOVED
AND REPLACED
WATER MANHOLE
AND WATER METER
TO BE REMOVED
± 122 S.F. SAWCUT ± 225 S.F. SAWCUT
SSMH (4')
INV. IN= 5012.82 (S)
INV. IN= 5012.41 (W)
INV. OUT= 5012.41 (E)
FG= 5023.77
EXISTING 30'
EMERGENCY ACCESS, PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
GRAPHIC SCALE:
LEGEND:
S SANITARY MH
FOUND CORNER
G GAS METER
DECID. TREE
CONIF. TREE TO BE REMOVED
POWER POLE
VAULT
ELEC ELECTRIC VAULT
T TELEPHONE PEDESTAL
W H2O METER
TELE TELEPHONE MH
LIGHT POLE
H
Y
D
FIRE HYDRANT
TRAFFIC
VAULT TRAFFIC VAULT
E BURIED ELECTRIC
G BURIED GAS
W WATER LINE
CURB/GUTTER FLOWLINE
MAJOR CONTOUR
MINOR CONTOUR
SS SANITARY SEWER LINE
4950
4949
DECID. TREE TO BE REMOVED
CONIF. TREE
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
BENCHMARK/BASIS OF BEARING:
NOTES:
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins benchmark 29-92: Approximate 300 feet south of West Prospect Rd. and
Shields St., on the North end of the West bridge parapet wall.
Elevation: 5025.67
BENCHMARK #2:
City of Fort Collins benchmark 28-92: Southwest corner of West Prospect Rd. and Center
Ave., on a water valve pit.
Elevation: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.17.
Basis of Bearings
The basis of bearings is the South line of the Southwest Quarter of Section 14, Township 7
North, Range 69 West of the 6th p.m. as bearing South 89°22'14" East
C1.01
DEMOLITION PLAN B. Mathisen
B. Mathisen
1" = 30'
4
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SIDEWALK RAMP
MATCHLINE
SEE SHEET C1.02
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / DEMO LINE
REMOVE EXISTING CONCRETE
REMOVE EXISTING STRUCTURE
REMOVE EXISTING ASPHALT
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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
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.SEE LANDSCAPE PLANS FOR TREE MITIGATION MEASURES.
{7.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND
COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700).
8.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.
9.DEMOLITION OF THE EXISTING BUILDING, PAVEMENTS, AND OTHER SITE FEATURES SHOULD INCLUDE
COMPLETE REMOVAL OF ALL FOUNDATION SYSTEMS, BELOW-GRADE STRUCTURAL ELEMENTS, PAVEMENTS,
AND EXTERIOR FLAT WORK WITHIN THE PROPOSED CONSTRUCTION AREA. THIS SHOULD INCLUDE REMOVAL
OF ANY UTILITIES TO BE ABANDONED ALONG WITH ANY LOOSE UTILITY TRENCH BACKFILL OR LOOSE
BACKFILL FOUND ADJACENT TO EXISTING FOUNDATIONS.
10.LIMITS OF CONCRETE CURB REMOVAL SHALL BE TO THE NEAREST JOINT. SECTIONS LESS THAN 5' SHALL
BE COMPLETELY REPLACED.}
E E E E E
CTV CTV
CTV CTV
E E E
E E E
CTV CTV CTV CTV
CTV
G G G
E
E E E
T T
T T
G
G
G G
G G G G G G
G G
G G G
E
E
CTV CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
E
CTV
E E
G
E
G
CTV CTV
CTV CTV CTV
CTV CTV CTV CTV
G
G
T T
T
OHU OHU
OHU OHU
T
T
T T
T T
E
E
E E
E E
E E E
E
E
E
E
E
E E E
E E
E E
CTV CTV
W W
W W
W W
W W
W W
E E E
E E
E E E
E
E E
E
E
E E
E
CTV
CTV CTV CTV
V
AULT
ELEC
ELEC
GAS
T
G
M
M
M M
ELEC
CABLE
W
TCABLE
ELEC
BRKR
C ELEC
BRKR
ELEC
BRKR
E
ELEC
GAS
VAULT
ELEC
WV
MH
G CABLE
G
ELEC
ELEC
LID
CABLE E
G
E
G
T
W
S
O
E
AC
ELEC
TELE
W
S
O
W
S
O
M
VAULT
CABLE
E
S
W
WV
WV
T
VAULT
ELEC
VAULT
ELEC
M
W
M
VAULT
TELE
W W
VAULT
ELEC
ELEC ELEC
VAULT
ELEC
WV
WV
WV
H
Y
D
VAULT T T ELEC
ELEC
H
Y
D
VAULT
ELEC
S
CABLE
MH
S
W
W W W W W W W W W W W W W W W W W W W W W
S
SINGLE STORY
RESIDENTIAL HOUSE
SINGLE STORY GARAGE
DRIVEWAY ENTRANCE
DRIVEWAY
DRIVEWAY
EXISTING FENCE
CONCRETE
PAD
POWER POLE
SINGLE STORY
RESIDENTIAL HOUSE
MULTI-LEVEL STORY
RESIDENTIAL HOUSE
SINGLE STORY
RESIDENTIAL HOUSE
WOOD SHED
SINGLE STORY
RESIDENTIAL HOUSE
SHED
PORCH
PORCH
PUMP HOUSE
DRIVEWAY
DRIVEWAY
OVERHEAD
PORCH CABLE
WOOD GARAGE
WOOD GARAGE
WOOD BUILDING
900 WEST
PROSPECT ROAD
836 WEST
PROSPECT ROAD
832 WEST
PROSPECT ROAD
828 WEST
PROSPECT
ROAD
820 WEST
PROSPECT ROAD
GREENHOUSE
METAL SHED
3 STORY APARTMENTS
BLUE RIDGE APARTMENTS
775 WEST LAKE STREET
3 STORY APARTMENTS
BLUE RIDGE APARTMENTS
775 WEST LAKE STREET
3 STORY APARTMENTS
BLUE RIDGE APARTMENTS
775 WEST LAKE STREET
SWIMMING POOL
2 STORY
CLUB
HOUSE
WOOD SHED
DRIVEWAY
EXISTING FENCE
BLOCK SHED
WOOD SHED
0.5' CONCRETE WALL
DECK
SANITARY MANHOLE
RIM=5024.54
INV N=5016.03 (8")
INV E=5016.23 (6")
INV S=5016.32 (6")
INV W=5016.15 (6")
SANITARY MANHOLE
RIM=5024.43
INV W=5013.11 (12" CLAY)
INV S=5013.63 (8" CLAY)
INV E=5013.14 (12" CLAY)
SANITARY MANHOLE
RIM=5029.78
INV W=5021.16 (6" CLAY)
INV E=5021.12 (6" CLAY)
PROSPECT ROAD
(60' PUBLIC ROW)
LAKE STREET
(60' PUBLIC ROW)
EXISTING FENCE
OVERHEAD
AWNING
WATER METER TELEPHONE PEDESTAL
EXISTING GAS LINE
GAS METER
EXISTING TV LINE
GAS METER
EXISTING FENCE EXISTING GAS LINE
EXISTING ELECTRICAL
VAULT
4.25' CONCRETE PAN
EXISTING 4' SIDEWALK
EXISTING
ELECTRIC LINE
EXISTING
ELECTRICAL VAULT
EXISTING WATER
METER PIT
EXISTING FENCE
EXISTING ELECTRIC
LINE
EXISTING
GAS LINE
EXISTING WATER SERVICE
EXISTING WATER SERVICE EXISTING WATER SERVICE
EXISTING WATER SERVICE
EXISTING FIRE
HYDRANT
EXISTING FENCE
EXISTING FIRE
HYDRANT
EXISTING 4" WATER LINE
GAS SERVICE
EXISTING CTV LINE
EXISTING
WATER
SERVICE
EXISTING FENCE
EXISTING FENCE
EXISTING FIRE
HYDRANT
EXISTING ELECTRICAL VAULT
EXISTING ELECTRICAL VAULT
EXISTING ELECTRICAL VAULT
EXISTING METER PIT
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
November 30, 2016
PROJECT:
1290-001
Sheet
of 16
STANDARD AT FORT COLLINS
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
11/30/2016
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
GRAPHIC SCALE:
LEGEND:
S SANITARY MH
FOUND CORNER
G GAS METER
DECID. TREE
CONIF. TREE TO BE REMOVED
POWER POLE
VAULT
ELEC ELECTRIC VAULT
T TELEPHONE PEDESTAL
W WATER METER
TELE TELEPHONE MH
LIGHT POLE
H
Y
D
FIRE HYDRANT
TRAFFIC
VAULT TRAFFIC VAULT
E BURIED ELECTRIC
G BURIED GAS
W WATER LINE
CURB/GUTTER FLOWLINE
MAJOR CONTOUR
MINOR CONTOUR
SS SANITARY SEWER LINE
4950
4949
DECID. TREE TO BE REMOVED
CONIF. TREE
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
BENCHMARK/BASIS OF BEARING:
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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
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.SEE LANDSCAPE PLANS FOR TREE MITIGATION MEASURES.
{7.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH
FORT COLLINS UTILITIES (970-221-6700).
8.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.
9.DEMOLITION OF THE EXISTING BUILDING, PAVEMENTS, AND OTHER SITE FEATURES SHOULD INCLUDE COMPLETE
REMOVAL OF ALL FOUNDATION SYSTEMS, BELOW-GRADE STRUCTURAL ELEMENTS, PAVEMENTS, AND EXTERIOR FLAT
WORK WITHIN THE PROPOSED CONSTRUCTION AREA. THIS SHOULD INCLUDE REMOVAL OF ANY UTILITIES TO BE
ABANDONED ALONG WITH ANY LOOSE UTILITY TRENCH BACKFILL OR LOOSE BACKFILL FOUND ADJACENT TO EXISTING
FOUNDATIONS. }
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins benchmark 29-92: Approximate 300 feet south of West Prospect Rd. and
Shields St., on the North end of the West bridge parapet wall.
Elevation: 5025.67
BENCHMARK #2:
City of Fort Collins benchmark 28-92: Southwest corner of West Prospect Rd. and Center
Ave., on a water valve pit.
Elevation: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.17.
Basis of Bearings
The basis of bearings is the South line of the Southwest Quarter of Section 14, Township 7
North, Range 69 West of the 6th p.m. as bearing South 89°22'14" East
C1.00
EXISTING CONDITIONS B. Mathisen
B. Mathisen
1" = 30'
3
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's below.
Call before you dig.
R
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SIDEWALK RAMP
M MAILBOX
EXISTING 12" WATER LINE
EXISTING FIRE
HYDRANT
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the
Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and
the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all
liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing
new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to
be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading.
It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these
plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for
any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
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 Report for Standard at Fort Collins dated November 30th, 2016 by Northern Engineering
Services, Inc., 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's 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 City of Fort Collins 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
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 Larimer County.
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 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON
THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A
WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED
NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED = NAVD88 - 3.17.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE
69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST
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: 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 Preliminary Drainage Report for Standard at Fort Collins dated November 30th, 2016 by Northern Engineering
Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
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
LOCATION
VICINITY MAP
NORTH 1"=2000'
PROJECT DATUM: NAVD 88
BENCHMARK #1:
CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT
RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK #2:
CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND
CENTER AVE., ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST
Northern Engineering Services, Inc
NE Project No. 1290-001
Date: August 23, 2016
ORIGINAL FIELD SURVEY BY:
Terracon Consultants, Inc.
Terracon Project No. 20165058
Date: September 8, 2016
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
UTILITY PLANS FOR
STANDARD AT FORT COLLINS
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065
WASTEWATER--City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065
STORMWATER- City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1
CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Nick Haws, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Eric Smith, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
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
SITE ENGINEER
SURVEYOR
COVER SHEET
GENERAL & CONSTRUCTION NOTES
C0.00
EXISTING CONDITIONS
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's below.
Call before you dig.
R
LANDSCAPE ARCHITECT
Landmark Properties
Andrew Young
455 Epps Bridge Parkway Suite 201
Athens, GA 30606
(706) 543-1910
DEVELOPER/APPLICANT
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Ripley Design Inc.
Linda Ripley
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
November 2016
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:
SHEET INDEX
ARCHITECT
dwell design studio, llc
3655 Brookside Parkway
Suite 150
Alpharetta, GA
(770) 864-1035 (ext. 157)
TRAFFIC ENGINEER
Delich Associates
Matt Delich, PE
2272 Glen Haven Drive
Loveland, CO 80538-4903
(970) 669-2061
GEOTECHNICAL ENGINEER
Terracon Consultants, Inc.
Eric D. Bernhardt, PE
1901 Sharp Point Drive, Suite C
Fort Collins, Colorado 80525
(970) 484-0359
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
C0.01
C1.00
DEMOLITION PLAN
C1.02 DEMOLITION PLAN
UTILITY PLAN
C1.01
UTILITY PLAN
C3.01
C3.02
C4.00 OVERALL GRADING PLAN
GRADING PLAN
EROSION CONTROL PLAN
C4.02
EROSION CONTROL DETAILS
C5.00
C5.01
C6.00 DRAINAGE EXHIBIT
OWNERS REPRESENTATIVE
Williams & Associates
Ellen Rodgers
2470 Daniells Bridge Road, Suite 160
Athens, GA 30606
(706) 310-0400 (ext. 20)
C3.00 OVERALL UTILITY PLAN
C4.01 GRADING PLAN
C2.01 HORIZONTAL CONTROL PLAN
C2.00 HORIZONTAL CONTROL PLAN