HomeMy WebLinkAboutBRICK STONE APARTMENTS ON HARMONY - FDP - FDP170006 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPPPP
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
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.
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W W W W W W W W W W W
W W
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G G G
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UD UD UD UD UD UD
WQ MH E4
STA 10+00.00
N: 107599.55
E: 195566.40
EAST POND
(SEE SHEET C4.01 FOR
MORE DETAIL)
STORM LINE E
(SEE SHEET C3.01)
INLET E4.1
STA 10+65.80
N: 107574.15
E: 195560.75
26.02 LF 15" HDPE @ 5.00%
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+75 10+00 11+00
WQ MH E4
STA 10+00.00
RIM 5016.3±
INV. IN 5009.09 (E)
INV. IN 5009.09 (N)
INV. IN 5009.95 (S)
INV. OUT 5009.09 (W)
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
26.02 LF 15" HDPE @ 5.00%
INLET E4.1
STA 10+65.80
FL. EL 5015.4±
INV. OUT 5011.25 (N)
5017.65
5016.80
5015.97
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
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WEST POND
(SEE SHEET C4.01
FOR MORE DETAIL)
ROOF DRAIN
(SEE SHEET C3.00)
FES W1 (12'' HDPE)
STA 10+17.37
N: 107570.25
E: 195262.03
DROP MH W2
STA 10+73.88
N: 107625.64
E: 195250.84
56.51 LF 12" HDPE @ 2.00%
66.25 LF 12" HDPE @ 9.00%
4.42 LF 8" PVC @ 0.20%
100-YR MH W3
STA 11+40.13
N: 107690.58
E: 195237.71
ROOF DRAIN
(SEE SHEET C4.01)
ROOF DRAIN
(SEE SHEET C3.00)
LOD
LOD
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LOD
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UD UD UD UD UD UD
LOD
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LOD LOD
LOD
LOD
LOD LOD
23.89
FG
23.92
FG
26.89
FG
26.66
FG
16.25
SG
16.19
SG
16.06
SG
16.12
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
RD CONNNECTION W5
INV. IN=5021.28 (N)
INV. OUT=5016.95 (S)
FG=5026.74
STORM LINE W
INSOLATOR ROW (SEE SHEET C3.03)
INSPECTION PORT
WQ WEIR MH W4
INV. IN=5016.82 (W)
INV. IN=5016.82 (N)
INV. IN=5020.35 (S)
INV. OUT=5016.82 (E)
FG=5023.98
9.15 LF 12" HDPE @ 0.60%
4.42 LF 8" PVC @ 0.20% (TYP.)
INLET W4.1
INV. IN=5020.82 (E)
INV. OUT=5020.41 (N)
FG=5023.51
17.00 LF 8" PVC @ 0.60%
LOD
LOD
LOD
S89° 29' 13.31"E
50.000
12' TRAVEL LANE
6' BIKE LANE
12' TRAVEL LANE
6' BIKE LANE
BUS STOP
SAW CUT SAW CUT
SAW CUT
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
5010
5015
5020
5025
5030
5035
5040
5045
5010
5015
5020
5025
5030
5035
5040
5045
9+50 10+00 11+00 12+00 13+00 14+00
5028.94
5028.24
5027.54
5026.84
5028.76
5028.59
5028.41
5028.06
5027.89
5027.71
5027.36
5027.19
5027.01
5026.66
5026.49
5026.31
-0.70%
PVI STA = 10+00.00
PVI ELEV = 5028.94
-0.70%
PVI STA = 10+00.00
PVI ELEV = 5028.94
(0.45%)
PROPOSED GROUND
EXISTING GROUND
\A1;VARIES
4:1 MAX
4:1 MAX
\\A1;A1;10' PKWY. 8'
IRR
6' BIKE LANE
8' SIDEWALK
12' TURN LANE
\A1;12' TURN LANE
PROPOSED STRIPPING (TYP.)
PROPOSED 30" VERTICAL
CURB AND GUTTER
EXISTING STRIPPING (TYP.)
TURN LANE
STRIPPING (TYP.)
BIKE LANE
STRIPPING (TYP.)
SAW CUT
SAWCUT LINE
SAW CUT
STORM LINE E
(SEE SHEET C3.01)
5010
5015
5020
5025
5030
5035
5040
5045
5010
5015
5020
5025
5030
5035
5040
5045
14+00 15+00 16+00 17+00 18+00 18+50
5026.14
5025.98
5025.86
5025.73
5025.61
5025.48
5025.36
5025.23
5025.11
5024.98
5024.86
5024.73
5024.61
5024.72
5024.95
PVI STA = 14+16.01
PVI ELEV = 5026.03
PVI STA = 17+01.23
PVI ELEV = 5024.60
PVI STA = 17+65.95
PVI ELEV = 5025.09
-0.50%
0.50%
0.90%
-0.70%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
5021
5024
5028
5032
5036
5021
5024
5028
5032
5036
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
5020
5024
5028
5032
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
5020
5024
5028
5032
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
5020
5024
5028
5032
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
5019
5020
5024
5028
5032
5019
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
5019
5020
5024
5028
5032
5019
5020
C6.00
CONSTRUCTION DETAILS
N/A
B. Mathisen
N/A
HYDRANT DRAIN OPENINGS
MUST OBSTRUCTIONS REMAIN CLEAR OF WATER MAIN
SWIVEL TEE
0.1 FT.-0.2 FT.
6 INCH PIPE TYPICAL
CRUSHED ROCK
GATE VALVE
MECHANICAL JOINT
UNDISTURBED GROUND
\A1;2'-0" IMPERVIOUS DRAINAGE REQUIRED SOILS IN
\A1;FIRE HYDRANT
\A1;VALVE BOX
\A1;F.H. BURY LINE
NOTE:
THE GATE VALVE TO THE
FIRE HYDRANT MUST BE
RESTRAINED
5'-0"
TYPICAL
THRUST
BLOCK
BOND
BREAK
REFER TO SECTION 02644
\A1;1'-0"
TRACER WIRE/
LOCATING BOX
\A1;1'-6"
SCALE: NTS
TYPICAL FIRE HYDRANT INSTALLATION
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
SCALE: NTS
TYPICAL GATE VALVE INSTALLATION
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
NOTE:
VALVE BOX SHALL BE CENTERED AND PLUMB OVER THE OPERATING NUT.
REFER TO SECTION 02641
2" SQUARE
OPERATING NUT,
OPEN LEFT
\A1;3/8" BURY IN PAVED STREET
\A1;GATE VALVE
\pxt14;{\W1;STANDARD 2-PIECE C.I. VALVE BOX W/C.I. LID MARKED "WATER"} \A1;STANDARD VALVE BOX
PIPE
SIZE BENDSTEE
OR
PLUG
C6.01
CONSTRUCTION DETAILS
N/A
B. Mathisen
N/A
NOT TO SCALE
208
C6.01
PRIVATE PAVING SECTIONS
NOT TO SCALE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
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
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
C6.02
CONSTRUCTION DETAILS
N/A
B. Mathisen
N/A
NOT TO SCALE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
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
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D3 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
C6.03
CONSTRUCTION DETAILS
N/A
B. Mathisen
N/A
400
C6.03
MC-4500 CROSS SECTION
NOT TO SCALE
NOT TO SCALE
403
C6.03
END CAP
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
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
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
C6.04
CONSTRUCTION DETAILS
N/A
B. Mathisen
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
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
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D5 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
C6.05
CONSTRUCTION DETAILS
N/A
B. Mathisen
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
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
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D6 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
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C7.01
DETAILS
N/A
B. Mathisen
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Drng\1229-001_EROS.dwg LAYOUT NAME: 1229-001_EROS DTL - C7.01 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xTOPO] [1229-001_xADJ] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_EROS_LEG] [1229-001_xEXST] [1229-001_xGRAD]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
BENCHMARK/BASIS OF BEARING
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
SILT FENCE SF
INLET PROTECTION IPX
STRAW WATTLE PROTECTION SW
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 3.07 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
VAULT
ELEC
TELE TELE
S
VAULT
F.O.
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ELEC
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w
e1
EXISTING DRAINAGE
CULVERT
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
MAIL CREEK FLOODWAY
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
LOT 26
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
F
UD
UD UD UD
LARIMER COUNTY DITCH #2
FLOW CONTROL MANHOLE
os.2
CTIY FLOODPLAIN
INLET E5.1
INLET E4.1
INLET W4.1
INLET E13
PEDESTRIAN BRIDGE
RIP RAP
TOP OF BANK
TOP OF BANK
TOP OF BANK
3:1
3:1
4:1
3:1
4:1
4:1
4:1
3:1
8:1
4:1
4:1
??? ??? ???
(3.3:1)
(3.8:1)
(1.4:1)
(1.1:1)
(2.1:1)
(3.8:1)
(2.8:1)
(9.5:1)
(2.7:1)
(2.6:1)
(3.2:1)
(3.3:1)
(9.2:1)
(7.0:1)
(2.9:1)
(2.5:1)
(3.9:1)
(3.8:1)
8575 - 5006.91 NAVD 88
8385 - 5003.11 NAVD 88
8830 - 5010.09 NAVD 88
FFE=29.50 FFE=29.50
FFE=17.50
acres
E.1
0.91 1.24
1.00
acres
OS.4
0.27 1.85
0.34
acres
W.1
0.83 0.71
1.00
acres
OS.1
0.95 0.22
1.00
acres
E.2
0.44 0.38
0.55
acres
OS.2
0.95 0.57
1.00
acres
OS.3
0.47 0.19
0.59
e
10' DRAINAGE EASEMENT
e3
e2
w1
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 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
acres
A2
0.25 0.08
0.31
a3
4950
4950
4:1
79.45
HP
SLOPE
PROPOSED OVERLAND FLOW DIRECTION
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED INFLOW CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
DRAINAGE BASIN
PROPOSED CONTOUR
PROPOSED FLOWLINE ELEVATION
PROPOSED SCOUR STOP
EXISTING CONTOUR
DRAINAGE BASIN AREA
DESIGN POINT
DRAINAGE BASIN ID
DRAINAGE BASIN MINOR/MAJOR COEFF.
EXISTING OVERLAND FLOW DIRECTION
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
RUNOFF SUMMARY TABLE:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
1.REFER TO THE "FINAL DRAINAGE REPORT FOR BRICK STONE APARTMENTS" BY NORTHERN ENGINEERING, DATED JUNE 2016 FOR ADDITIONAL INFORMATION.
NOTES:
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
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
C8.01
DRAINAGE EXHIBIT
B. Mathisen
B. Mathisen
1"=40'
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
w1 W.1 0.71 0.83 1.00 9.1 5.0 1.36 7.07
e2/e3 E.1 1.24 0.91 1.00 5.0 5.0 3.22 12.31
e1 E.2 0.38 0.44 0.55 7.7 6.4 0.41 1.95
e1 OS.1 0.22 0.95 1.00 5.0 5.0 0.60 2.20
e1 OS.2 0.57 0.95 1.00 5.0 5.0 1.53 5.64
OS.3 0.18 0.47 0.59 8.0 6.5 0.21 1.00
OS.4 1.85 0.27 0.34 18.3 16.8 0.86 3.91
24
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Drng\1229-001_DRNG.dwg LAYOUT NAME: 1229-001_DRNG - C8.01 DATE: Jan 31, 2017 - 12:43pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xSITE] [1229-001_xEXST] [1229-001_xGRAD] [1229-001_xTOPO] [NES-xborder] [1229-001_xPutil]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
/ /
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acres
H1
0.26 4.41
0.32
acres
OS1
0.95 1.09
1.00
MAIL CREEK FLOODWAY
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
LOT 26
FAIRWAY ESTATES
LOT 25
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
LARIMER COUNTY DITCH #2
EXISTING PIPES APPEAR
TO BE ABANDONED
EXISTING ROADSIDE DITCH
EXISTING
RIPRAP RUNDOWN
EXISTING IRRIGATION
CONCRETE STRUCTURE
EXISTING 24" RCP
CITY FLOODPLAIN
\A1;CITY FLOODPLAIN
EXISTING CONCRETE
BOX CULVERTS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
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
acres
A2
0.25 0.08
0.31
a3
4950
4950
4:1
79.45
HP
SLOPE
PROPOSED OVERLAND FLOW DIRECTION
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED INFLOW CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
DRAINAGE BASIN
PROPOSED CONTOUR
PROPOSED FLOWLINE ELEVATION
PROPOSED RIPRAP
EXISTING CONTOUR
DRAINAGE BASIN AREA
DESIGN POINT
DRAINAGE BASIN ID
DRAINAGE BASIN MINOR/MAJOR COEFF.
EXISTING OVERLAND FLOW DIRECTION
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
RUNOFF SUMMARY TABLE:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
1.REFER TO THE "FINAL DRAINAGE REPORT FOR BRICK STONE APARTMENTS" BY NORTHERN ENGINEERING, DATED JUNE 2016 FOR ADDITIONAL INFORMATION.
NOTES:
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
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
C8.00
HISTORIC DRAINAGE EXHIBIT
B. Mathisen
B. Mathisen
1"=40'
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
h1 H1 4.30 0.26 0.33 12.7 11.7 2.27 10.26
os1 OS1 1.09 0.95 1.00 8.2 7.9 2.49 9.39
23
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Drng\1229-001_EX_DRNG.dwg LAYOUT NAME: 1229-001_EX_DRNG- C8.00 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xEXST] [1229-001_xTOPO] [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE SEE SEPARATE FINAL STORM WATER MANAGMENT PLAN BY
NORTHERN ENGINEERING SERVICES, DATED JANUARY 6, 2017 FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark Y402
Found 235.9' south of the center of Palmer Drive, 105' east of the centerline of the northbound lanes
of US Highway 287, west of a brick sign in a 5-inch logo cap
Elevation: 5018.96
City of Fort Collins Benchmark 4-08
On the south side of Harmony Road at the northwest corner of 265 East Harmony Rd. (Front Range
Baptist Church) on the north wall of a concrete irrigation drop structure.
Elevation: 5017.14
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 - 3.19
BASIS OF BEARING:
Basis of Bearing is the North line of the Northwest Quarter of Section 1, Township 6 North, Range 69
West of the 6th P.M. as bearing South 89° 56' 52" East (assumed bearing).
LEGEND:
ROCK SOCK WITH MARKER RS
EROSION CONTROL BLANKET ECB
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
22
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CONCRETE WASHOUT AREA
NOT TO SCALE
1
C7.01
ROCK SOCK DETAIL
NOT TO SCALE
2
C7.01
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
3
C7.01
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
STORMWATER
SECTION G-G
STAKE
WATTLE
STAKE GPLAN
END FLARED SECTION
WATTLE
END SECTION
FLARED
G
IP2
OUTLET PROTECTION
NOT TO SCALE
4
C7.01
ROCK BERM SHALL
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
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
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 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
IP1
5 CURB INLET PROTECTION
C7.01
AT PIPE OUTLET AREAS OF STREAMS AND
DRAINAGE CHANNELS - DETAIL A
IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B
OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C
ANCHOR DETAILS
PERIMETER ANCHOR TRENCH
JOINT ANCHOR TRENCH
INTERMEDIATE ANCHOR TRENCH
OVERLAPPING JOINT
WOOD STAKE DETAIL
MINIMUM THICKNESS 1"
USE 2x4 MATERIAL FOR STAKES
JOINT ANCHOR
TRENCH, TYP.
PERIMETER
ANCHOR
TRENCH, TYP.
TOP OF
CHANNEL BANK
TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF
STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT.
BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION.
STAKING PATTERN SHALL MATCH BLANKET TYPE.
UNDISTURBED
SOIL
TYPE OF BLANKET,
PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING INDICATED IN PLAN VIEW
(MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING
PATTERNS DETAIL ON NEXT SHEET
PERIMETER
ANCHOR TRENCH, TYP.
JOINT ANCHOR TRENCH, TYP.
COMPACTED
SUBGRADE
1
>3
THE BLANKET SHALL
BE EXTENDED TO THE
TOP OF CHANNEL
"D"
6"
TOPSOIL
"M"
OVERLAPPING JOINT, SEE
DETAIL ON THIS SHEET
STAGGER
OVERLAPS
PERIMETER ANCHOR TRENCH
SEE DETAIL ON THIS SHEET
PER MANUFACTURER SPEC.
OR TYPE 1 STAKING SEE
THE STAKING PATTERN
DETAIL ON NEXT SHEET
BLANKET SHALL BE
100% STRAW MIN.
DIVERSION DITCH
TYPICALLY AT
TOP OF SLOPE
6"
TOPSOIL
6" MIN.
(TYP.)
3" MIN.
(TYP.)
SINGLE EDGE
EROSION CONTROL
BLANKET (TYP.)
COMPACTED
BACKFILL (TYP.)
STAKE (TYP.)
TWO EDGES OF
TWO ADJACENT
ROLLS
LOOP FROM
MIDDLE OF
ROLL
FLOW 6"
3" MIN.
12"
MIN.
STAKING PATTERNS
SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S
SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE)
PERIMETER ANCHOR
TRENCH OR JOINT
ANCHOR TRENCH, TYP.
STRAW-COCONUT
COCONUT OR EXCELSIOR
STRAW
ROLL WIDTH
"W" (TYP.)
6'
3'
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
4'
3'
2'
{\LEROSION CONTROL BLANKET INSTALLATION NOTES}
{\LEROSION CONTROL BLANKET MAINTENANCE NOTES}
1. THE CONSTRUCTION SITE OPERATOR SHALL INSPECT EROSION CONTROL BLANKETS WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS AS
NECESSARY.
2. EROSION CONTROL BLANKET IS TO BE LEFT IN PLACE UNLESS REQUESTED TO BE REMOVED BY THE TOWN.
3. ANY EROSION CONTROL BLANKET PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE RE-INSTALLED. ANY SUBGRADE AREAS BELOW THE BLANKET THAT
HAVE ERODED TO CREATE A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED, RE-SEEDED AND MULCHED AND THE EROSION
CONTROL BLANKET REINSTALLED.
ECB
EROSION CONTROL BLANKET TYPE
TYPE
STRAW*
STRAW-COCONUT
EXCELSIOR
COCONUT
CONTENT
-
30% MIN.
-
STRAW
CONTENT
100%
-
NETTING MIN.
DOUBLE/NATURAL
100%
-
-
EXCELSIOR
CONTENT
COCONUT 100% - -
* FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS
DOUBLE/NATURAL
DOUBLE/NATURAL
DOUBLE/NATURAL
70% MAX.
1. SEE PLAN VIEW FOR:
- LOCATION OF PERIMETER OF EROSION CONTROL BLANKET.
- TYPE OF BLANKET (STRAW, STRAW-COCO NUT, COCONUT, OR EXCELSIOR).
- AREA "A" IN SQUARE YARDS OF EACH TYPE OF BLANKET.
2.ALL EROSION CONTROL BLANKETS AND NETTING SHALL BE MADE OF 100% NATURAL AND BIODEGRADABLE MATERIAL; NO PLASTIC OR OTHER
SYNTHETIC MATERIAL, EVEN IF PHOTO DEGRADABLE, SHALL BE ALLOWED.
3.IN AREAS WHERE EROSION CONTROL BLANKET IS SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE TOPSOIL AND PERFORM FINAL
GRADING, SURFACE PREPARATION, AND SEEDING BELOW THE SEEDING AND MULCHING, SUBGRADE SHALL BE SMOOTH AND MOIST PRIOR TO
BLANKET INSTALLATION AND THE BLANKET SHALL BE IN FULL CONTACT WITH SUBGRADE, NO GAPS OR VOIDS SHALL EXIST UNDER THE
BLANKET.
4.PERIMETER ANCHOR TRENCH SHALL BE USED AT OUTSIDE PERIMETER OF ALL BLANKET AREAS.
5.JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF BLANKETS TOGETHER (LONGITUDINALLY AND TRANSVERSELY) FOR ALL BLANKETS
EXCEPT STRAW, WHICH MAY USE AN OVERLAPPING JOINT.
6.INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE-HALF THE ROLL LENGTH FOR COCONUT AND EXCELSIOR BLANKETS.
7.THE OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF BLANKETS TOGETHER FOR BLANKETS ONSLOPES.
8.MATERIAL SPECIFICATIONS OF EROSION CONTROL BLANKET SHALL CONFORM TO TABLE BELOW.
9.ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING EROSION CONTROL BLANKET SHALL BE RE-SEEDED AND
MULCHED.
10.DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGE-WAY STABILIZATION WILL GOVERN IF DIFFERENT FROM ONES SHOWN HERE.
NOT TO SCALE
6 EROSION CONTROL BLANKET
C7.01
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
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
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{\LPREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{\LSILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
\A1;4" MIN.
\A1;4" MIN.
{\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 \H0.7x;\S1#2;\H1.429x;" WOODEN FENCE POSTS}
COMPACTED BACKFILL
SF SF
NOT TO SCALE
7 SILT FENCE
C7.01 NOT TO SCALE
8
C7.01 NOT TO SCALE
36" ANCHOR STRAP
BULLET ANCHOR
RECESSED LOCK
WASHER
TRANSITION MAT
TURF
REINFORCEMENT
MAT
ANCHOR PATTERN
ANCHOR ILLUSTRATION
MAX. 1"-2" DROP
FROM CULVERT FLOWLINE
ONTO SCOURSTOP MATS
PROFILE VIEW
SECTION VIEW AA
OUTLET AND CHANNEL SCOUR PROTECTION
(TRANSITION MATS)
DIRECTION OF FLOW
TURF REINFORCEMENT MAT
WIDTH OF
PROTECTION
LENGTH OF PROTECTION
D
D= CULVERT DIAMETER
TRANSITION MATS
SOIL COVER
A
A
CULVERT OUTLET PROTECTION - PLAN VIEW
INSTALL ANCHORS PER SCOURSTOP INSTALLATION
GUIDELINES
MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL.
MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL
EXTRA ANCHORS AS NEEDED TO SECURE MAT
TIGHTLY OVER SOIL COVER
ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON.
ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY.
MINIMUM 8 ANCHORS PER MAT.
EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS.
PROTECT BARE/ DISTURBED DOWNSTREAM
SOILS FROM EROSION WITH APPROPRIATE
SOIL COVER.
TURF REINFORCEMENT MAT SUMMARY
STORM
LINE/RAIN
GARDEN
PIPE
DIAMETER
(in)
VELOCITY
(cfs)
TRANSITION
MAT
W x L
STORM W 15 0.32 4' x 4'
STORM E 15 8.23 8' x 12'
NOTE:
1. SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT
PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY.
2. SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT.
SCOUR STOP
/ / / /
/ / / / / / /
/ / /
/ /
/ / /
/ / / / / / / / /
/ / / / /
/ / / / / / / / / /
/ / / / / / /
/ / / / / / / / / / /
/
/ /
/ / /
/ / /
/ / / / / / / / /
/ / / /
/ / / / / / /
/ /
/
/ / / / /
/ /
/ / / / / / / / / / / / /
/ / /
/ / / / / / / / /
/ / / / / / /
/ / / /
/ /
/ / / / / /
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/ /
/ /
/ / / / /
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/
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/ / / / / / / / /
/ / / / / / / / /
H
Y
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD LOD LOD
LOD LOD
LOD LOD LOD
W
F
UD UD
UD UD UD UD
SF
SF SF
SF
SF
SF SF SF
SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF
SF SF SF SF
SF
SF SF
SF SF
SF
SF
SF SF SF SF
SF SF
SF SF SF
SF SF
SF SF SF
SF
SF
SF
SF
SF
SF
MAIL CREEK FLOODWAY
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
LOT 26
FAIRWAY ESTATES
FAIRWAY ESTATES
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
3:1
3:1
4:1
2:1
4:1
3:1
31:1
3:1
5:1
3:1
6:1
5:1
3:1
7:1
4:1
3:1
3:1
4:1
4:1
2:1
(9.2:1)
(2.4:1)
(2.6:1)
(2.8:1)
(3.7:1)
(1.2:1)
(2.1:1)
(11.0:1)
(12.6:1)
(4.2:1)
(3.5:1)
(3.4:1)
(3.6:1)
RS RS RS RS RS RS RS
RS
IP1
IP1
IP1
IP2
IP2
VTC
VTC
CWA
CWA
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
CITY FLOODPLAIN
ECB
ECB
ECB
ECB
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Wattles, Rock Socks, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
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 STORMWATER
FACILITIES 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, 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.
EROSION CONTROL NOTES:
C7.00
EROSION CONTROL
B. Mathisen
B. Mathisen
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Drng\1229-001_EROS.dwg LAYOUT NAME: 1229-001_EROS - C7.00 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xTOPO] [1229-001_xADJ] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_EROS_LEG] [1229-001_xEXST] [1229-001_xGRAD]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
BENCHMARK/BASIS OF BEARING
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
SILT FENCE SF
INLET PROTECTION IPX
STRAW WATTLE PROTECTION SW
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 3.07 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE SEE SEPARATE FINAL STORM WATER MANAGMENT PLAN BY
NORTHERN ENGINEERING SERVICES, DATED JANUARY 6, 2017 FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark Y402
Found 235.9' south of the center of Palmer Drive, 105' east of the centerline of the northbound lanes
of US Highway 287, west of a brick sign in a 5-inch logo cap
Elevation: 5018.96
City of Fort Collins Benchmark 4-08
On the south side of Harmony Road at the northwest corner of 265 East Harmony Rd. (Front Range
Baptist Church) on the north wall of a concrete irrigation drop structure.
Elevation: 5017.14
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 - 3.19
BASIS OF BEARING:
Basis of Bearing is the North line of the Northwest Quarter of Section 1, Township 6 North, Range 69
West of the 6th P.M. as bearing South 89° 56' 52" East (assumed bearing).
LEGEND:
ROCK SOCK WITH MARKER RS
EROSION CONTROL BLANKET ECB
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
21
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
20
600
C6.02
OUTLET STRUCTURE
NOT TO SCALE
601
C6.05
STORMTECH VAULT
OUTLET TABLE
DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7004-110-007 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 10-28-03
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
10-28-03
CJA
4" - 24"
INLET PIPE
3 OUTLET WEIR
18" - 30"
DRAIN BASIN BODY
18" - 30" FRAME & SOLID COVER
1
2
6" - 24"
OUTLET PIPE TO
HEADER / MANIFOLD
12" - 24"
OUTLET
PIPE TO
ISOLATOR
ROW
INLET
PIPE
3
1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER
2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER
3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET
OUTLET PIPE OPEN AREA
SIDE SECTION VIEW
TOP VIEW W/ FRAME &
COVER REMOVED
ORIFICE HOLE
OUTLET SUMMARY TABLE
WATER QUALITY
STRUCTURE ID TYPE PIPE INVERT
WEIR HEIGHT
(FROM INVERT)
ORIFICE PLATE
OPENING
100-YR MH W3 24" BASIN 5016.06 7.90' 3.70 SQ. IN.
100-YR MH E3 4' DIA. MH 5004.40 11.99' 7.03 SQ. IN.
18" - 30" FRAME & SOLID COVER
PVC GEOMEMBRANE LINER NOTES:
1.THE PVC GEOMEMBRANE INSTALLER SHALL SUPPLY A DETAILED QA/QC MANUAL.
2.THE PVC MANUFACTURER OF THE ROLL GOODS FROM WHICH THE LINER IS FABRICATED MUST HAVE SUCCESSFULLY PRODUCED A MINIMUM OF 20,000,000 SQUARE FEET THAT
MEETS THE CURRENT PVC GEOMEMBRANE INSTITUTE (PGI) SPECIFICATIONS.
3.THE PVC GEOMEMBRANE FABRICATOR SHALL HAVE ASSEMBLED A MINIMUM OF 2,000,000 SQUARE FEET FOR CONTAINMENT PURPOSES. THE FABRICATOR WILL PROVIDE THE
MANUFACTURER'S CERTIFICATION THAT THE LINER MATERIAL MEETS THE MANUFACTURER'S SPECIFICATIONS. ADDITIONALLY, THE FABRICATOR, WITHIN A REASONABLE PERIOD
OF TIME, WILL PROVIDE COPIES FOR THE FACTORY SEAMING TEST LOGS THAT ARE APPROPRIATE TO THE PANELS BEING SHIPPED TO THE JOB SITE. EACH PANEL SHOULD HAVE
A HISTORY OF WHAT TESTS WERE PERFORMED AND WHAT THE TEST RESULTS WERE.
4.THE PVC GEOMEMBRANE INSTALLER SHALL HAVE INSTALLED A MINIMUM OF 1,000,000 SQUARE FEET OF PVC GEOMEMBRANE AND BE AN INTERNATIONAL ASSOCIATION OF
GEOSYNTHETICS INSTALLERS (IAGI) MEMBER, AND SHALL BE AN IAGI APPROVED INSTALLATION CONTRACTOR (AIC). THE GEOMEMBRANE INSTALLER SHALL DESIGNATE A
CERTIFIED WELDING TECHNICIAN. THE CERTIFIED WELDING TECHNICIAN SHALL BE PRESENT DURING ALL SEAMING OPERATIONS AND SHALL HOLD AN IAGI CERTIFIED WELDING
TECHNICIAN (CWT) CERTIFICATION IN BOTH EXTRUSION WELDING AND FUSION WELDING.
5.PROPOSED PANEL LAYOUT PLACEMENT DRAWINGS WILL BE PROVIDED TO THE ENGINEER AND/OR THE OWNER BY THE INSTALLER PRIOR TO MATERIAL BEING DELIVERED TO
THE JOB SITE. THE PROPOSED PANEL PLACEMENT SHOULD SHOW SEAM DIRECTION AND PANEL SIZES DRAWN TO SCALE.
6.FIELD WELDING SHALL BE PERFORMED IN ACCORDANCE WITH IAGI RECOMMENDATIONS. ONE HUNDRED PERCENT OF THE FIELD SEAMS ARE TO BE NON-DESTRUCTIVELY
TESTED IN THE FIELD, AS ARE PATCHES AND APPURTENANCES. THE MOST COMMON TYPE OF NON-DESTRUCTIVE SEAM TESTING IS THE AIR LANCE TEST (ASTM D4437). THE
TESTING OF SEAMS SHOULD BE WITNESSED BY A REPRESENTATIVE OF THE OWNER OR THE OWNER'S CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE. THE INSTALLER
WILL BE ALLOWED TO CONTINUE AIR LANCE TESTING IF THE OWNER'S REPRESENTATIVE OR CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE DECLINES TO WITNESS THE
TESTING SO LONG AS DETAILED RECORDS ARE KEPT AND SUPPLIED TO THE OWNER PRIOR TO COVERING THE LINER.
7.THE PVC GEOMEMBRANE INSTALLER SHALL MAINTAIN A LOG OF EACH DAY'S WORK. INCLUDED IN THE LOG WILL BE:
{·}DATE
{·}AMBIENT TEMPERATURE
{·}WEATHER CONDITIONS
{·}PANELS DEPLOYED
{·}FIELD SEAMS CONSTRUCTED
{·}SEAMING TECHNICIANS
{·}INSPECTIONS
∂
∂
∂
∂
∂
∂
∂
NOT TO SCALE
GEOMEMBRANE LINER / UNDERDRAIN
605 PENETRATION DETAIL
C6.05
GEOMEMBRANE LINER /
CONCRETE CONNECTION DETAIL
NOT TO SCALE
NOT TO SCALE
602
C6.05
WATER QUALITY WEIR STRUCTURE
603
C6.05
STORMTECH VAULT
WEIR TABLE
DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7004-110-007 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 10-28-03
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
10-28-03
CJA
4" - 24"
INLET PIPE
3 OUTLET WEIR
18" - 30"
DRAIN BASIN BODY
18" - 30" FRAME & SOLID COVER
1
2
6" - 24"
OUTLET PIPE TO
HEADER / MANIFOLD
12" - 24"
OUTLET
PIPE TO
ISOLATOR
ROW
INLET
PIPE
3
1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER
2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER
3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET
OUTLET PIPE OPEN AREA
SIDE SECTION VIEW
TOP VIEW W/ FRAME &
COVER REMOVED
WEIR SUMMARY TABLE
WATER QUALITY
STRUCTURE ID TYPE PIPE INVERT
WEIR HEIGHT
(FROM INVERT)
WQ WEIR MH W4 24" BASIN 5016.82 7.13'
WQ WEIR MH E4 24" BASIN 5009.09 7.30'
WQ WEIR MH E4.1 24" BASIN 5009.14 7.21'
EDGE TAPER CROSS-SECTION
1:50 max.
1:20 max.
1/4" MAX. FL LIP
6"
6"
6"
VISUALLY CONTRASTING CONCRETE
6" CURB AS NEEDED 6"
N.T.S.
FOR LANDSCAPING
6" Vertical Curb
Road Surface
Raised Cross Walk
3" FULL HEIGHT
N.T.S.
2" KEY
Road Surface
RAISED CROSS WALK CROSS-SECTION
Direction of Travel
2" Key
C 3" Full Depth
CONSTRUCTION
RAISED CROSS WALK
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1613
DRAWING
REVISION DATE: NO: 04/16/02
Begin Transition To Lip
From Full Depth
(w/ curb ramp) 5'
2'
3" Full Depth 5'
12.5'
25' Length
SPEED TABLE CROSS-SECTION
Road Surface
3" Full Depth
3" Full Depth
12' Length
2" Key
6'
Direction of Travel
C
2'
N.T.S.
RAISED CROSS WALK
NOT TO SCALE
607
C6.05
608 INLET SCHEDULE
C6.05
INLET SCHEDULE
INLET ID TYPE LID TYPE
INLET E4.1 5' TYPE R N/A
INLET E5.1 5' TYPE R N/A
INLET E13
QUADRUPLE TYPE 13
(COMBO) N/A
INLET W4.1 5' TYPE R N/A
DRAIN BASIN
E10.1 12" DRAIN BASIN OPEN
MONITORING
WELL W1 8" DRAIN BASIN CLOSED
MONITORING
WELL W2 8" DRAIN BASIN CLOSED
MONITORING
WELL E1 8" DRAIN BASIN CLOSED
MONITORING
WELL E2 8" DRAIN BASIN CLOSED
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
19
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED
DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
3000 CONCRETE \P.A1;S.1/I. OR 8 PIPE 6 IN. MIN. O.D.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
STANDARD MANHOLE
11/7/00 D-3
NBJ
MANHOLE SHALL BE AS FOLLOWS:
NOTE: MINIMUM INSIDE DIAMETER OF
27 IN. TO 42 IN. (INCL.)
24 IN. OR LESS
VARIABLE
ALTERNATE BASE
8 IN. MIN.
6 IN.
1 SLOPE IN./FT. RECAST MANHOLE
BASE
OVER 42 IN.
PIPE SIZE
2 IN. MIN. POURED INVERT
8 IN. MIN.
1 FT.
1 IN./FT.
SLOPE
2 IN.
18 IN. MAX
48 IN. MAX. DEPTH
30 IN. MIN. DEPTH
5 FT. MIN. DEPTH
RUNGS 12" O.C.
MANHOLE
8 IN. SEE NOTE
24 IN.
24 IN. RING AND COVER - 400 LB.
OR APPROVED EQUAL
DENVER HEAVY BY MACLEAR
FINISHED GRADE
16 IN. MAX
28 IN. MAX
48 IN.
72 DIAMETER 60 IN. IN.
MIN. MANHOLE
POURED CONCRETE
INSIDE AND OUT
GROUT BASE TO CONE
BASE
MANHOLE SECTIONS
ASTM C-478
INSIDE AND OUT
GROUT SHIPLAP JOINT
ECCENTRIC CONE
ASTM C-478
GROUTED INSIDE AND OUT
ADJUSTMENT SHIM
BRICK &/OR CONCRETE
A
A
B B
SECTION A-A
DETAIL "A"
SECTION B-B
CURB FACE ASSEMBLY DETAIL
GENERAL NOTES
PLAN VIEW
6 IN. STEEL DECK RING WITH
24 IN. HEAVY DENVER COVER BY
MACLEAR OR APPROVED EQUAL.
6 IN. THICK
SIDEWALL (TYP.
BOTH SIDES)
3 FT. 5 FT. 3 FT.
6 IN. 6 IN.
BACK OF
CURB
SEE DETAIL "A" FLOW LINE
4 FT. OPENING
WARPED CURB &
GUTTER (TYP.
BOTH SIDES)
6 IN.
3 FT.-6 IN.
6 IN.
2 FT.
11 FT.
6 IN.
2 FT. 4 FT.- 6 IN.
6 IN.
SEE CURB FACE
ASSEMBLY DETAIL
MANHOLE
RUNGS-12 IN. O.C.
1% SLOPE FOR
DRAINAGE
6 IN.
3 FT.-6 IN. 4 FT.
WARPED
GUTTER
DEPRESSED GUTTER
NORMAL FLOW LINE
TOP OF GUTTER
ALTERED
FLOW LINE
6 IN. 6 IN.
1% SLOPE FOR
DRAINAGE
6 IN.
WALL
3 IN.
RAD. 6 IN.
EXTEND CHANNEL
TO OUTSIDE
EDGE OF WALL
10 IN.
EMBEDMENT
8 8.5 FLUSH
WITH CURB FACE
NTS
1 1/2 IN. R
#4 BAR
18 IN. LONG
2 IN.
2 IN. 4:1
6 IN.
MAX/MIN.
8 IN.
2:1 #5 BAR
6 IN.
1 1/2 IN. PIPE SPACER
AND 1 1/4 IN. LOCK NUT
4 IN.
1/4 IN.
1 1/4 IN. DIA. X 24 IN. GALV.
3 1/2 IN. AT TOP.
3 IN. X 3 IN. X 3/8 IN.
PLATE
6 IN.
1/4 IN.-1 IN. LEG
WARPED
GUTTER
VARIABLE
MAX. HEIGHT-10 FT.
2 FT. -6 IN. MIN.
(UNLESS SQUASH PIPE
IS USED)
STEEL ROD - THREADED
3 FT.-6 IN.
6 IN.
1. SEE D-7B FOR REINFORCEMENT.
2. FLOOR OF INLET SHALL BE SHAPED WITH
ADDITION CONCRETE TO FORM INVERT
TO PIPE CONNECTIONS.
3. MANHOLE RUNGS SHALL BE REQUIRED FOR
INLET HEIGHT 4 FT. AND GREATER.
4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT.
ON EITHER SIDE OF INLET.
5. TOP SLAB OF INLET SHALL BE SLOPE TO
MATCH SIDEWALK. SEE D-6.
6. EXPOSED STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH AASHTO M-111.
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700 NBJ
11/19/02 D-7A
CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER
401
402
403
404
405
406
407
408
501
502
503
504
8 8.5
8 IN.
12 IN.
9 IN.
6 IN.
24 IN.
9 IN.
9 IN.
12 IN.
12 IN.
12 IN.
12 IN.
12 IN.
12 IN.
601
5/8 IN.
5/8 IN.
5/8 IN.
5/8 IN.
3/4 IN.
1/2 IN.
1/2 IN.
TABLE 1
BAR LIST FOR CURB INLET
-
II
VIII
II
VII
II
II
II
II
II
IV
II
III
2
1
2
1
4
2
2
4
*
14
6
4
*
1 FT. 6 IN.
4 FT. 8 IN.
4 FT. 8 IN.
9 FT. 0 IN.
3 FT. 4 IN.
9 FT. 0 IN.
9 FT. 0 IN.
*
3 FT. 2 IN.
*
7 FT. 4 IN.
3 FT. 10 IN.
7 FT. 10 IN.
-
MARK DIA. O.C.
TYPE NO.
IN. SPACING REQ'D LENGHT
ANCHOR
8 FT. 10 IN.
- 5 FT. 0 IN.
- 1
- 1
-
*VARIBLE WITH HIGHT, REFER TO TABLE 2.
11 FT.
3 FT. 5 FT. 3 FT.
8 8.5 WITH 1 1/2 IN.
2 FT. DIA. HOLE IN CENTER
4 FT. 6 IN.
8 IN. O.C.
9 IN. O.C.
6 IN. O.C. 12 IN. 12 IN.
ANCHOR
BACK OF CURB
FLOW LINE
503
504
502
501
401
601
407
407
408
ANCHOR 601
2 FT. 4 FT. - 6 IN.
601
501
ADD 1
#4 BAR
(402)
404
504
503
ADD 1
#4 BAR
(402)
402 406
12 IN. LAP
402 403
402
#4 BAR
3 IN CIR.
OUTSIDE
PIPE
DIA.
SECTION A-A
408
1 FT. 2 FT. 5 FT. 2 FT. 1 FT.
402 #4 ANCHORS
404
405
402
405
402
403
SECTION B-B
A
B
A
B
PLAN VIEW
NTS
3 FT. 6 IN.
4 FT. 0 IN.
4 FT. 6 IN.
5 FT. 0 IN.
5 FT. 6 IN.
6 FT. 0 IN.
6 FT. 6 IN.
7 FT. 0 IN.
7 FT. 6 IN.
8 FT. 6 IN.
8 FT. 6 IN.
9 FT. 0 IN.
9 FT. 6 IN.
10 FT. 0 IN.
TYPE IV
TYPE VII
TYPE VIII
TYPE III
"U"
"U"
BENT
LOOP
20 IN.
20 IN.
54 IN.
48 IN.
8 IN.
11 IN.
30 IN.
12 IN.
LAP
LENGHT
STRAIGHT
TYPE II
LENGHT
402 405 404 406 CONC. STEEL
C.Y. LB.
3 FT. 2 IN.
3 FT. 8 IN.
4 FT. 2 IN.
4 FT. 8 IN.
5 FT. 2 IN.
5 FT. 8 IN.
6 FT. 2 IN.
6 FT. 8 IN.
7 FT. 2 IN.
7 FT. 8 IN.
8 FT. 2 IN.
8 FT. 8 IN.
9 FT. 2 IN.
9 FT. 8 IN.
2 FT. 1 IN.
2 FT. 7 IN.
10
12
12
14
14
16
16
18
18
20
20
22
22
24 24
18
22
16
16
14
14
12
12
10
10
8
8
6 6
8
8
10
10
12
12
14
14
16
16
22
18
24 24
22
22
20
20
18
18
16
16
14
14
12
12
10
3 FT. 1 IN.
3 FT. 7 IN.
4 FT. 1 IN.
4 FT. 7 IN.
5 FT. 1 IN.
5 FT. 7 IN.
6 FT. 1 IN.
6 FT. 7 IN.
7 FT. 1 IN.
7 FT. 7 IN.
8 FT. 1 IN.
8 FT. 7 IN.
H
QUANITIES VARIBLES WITH HEIGHT
TABLE 2
BAR BENDING DIAGRAM
GENERAL NOTES: (DIMENSION ARE OUT TO OUT OF BAR)
1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES.
STRUCTURAL STEEL REINFORCEMENT AROUND
PIPES ARE NOT INCLUDED.
2. KEY JOINTS WHERE WALSS CONNECT TO TOP
SLAB AND BASE.
3. REINFORCEMENT IN WALLS AND BASE SHALL BE
3 IN. FROM THE SIDES EXPOSED TO EARTH.
REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR.
29 IN.
NTS
NTS
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700 NBJ
11/21/02 D-7B
CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT)
3"
5" 4-1/2"
%%USUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
9'-2"
2'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
%%UGRATING DETAIL
3.
2.
WEIGHT: 1640 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;10'-2"
\A1;6"
\A1;6"
\A1;2'
\A1;6"
N.T.S.
\A1;6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
\A1;6"
N.T.S.
%%USECTION B-B
\A1;9'-2"
\A1;6"
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
%%UDESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
%%ULIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
I:\StmWtr\Criteria Manual\D45.dwg 4/7/11
DATE DRAWN: 3/3/05
D45.dwg
DRAWN BY: T. COX
TRIPLE CURB INLET
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
9'-9"
CURB ADJUSTS 4" 2'-7"
3 1/4" TO 9" 6"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7032 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
DIRECTION SECTION IS VIEWED)
SECTION LINE A-A (ARROWS POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 780 SQ. IN.
DETAIL
D-45
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
NOT TO SCALE
DIMENSIONS FOR SLOTTED HDPE PIPE
60%%D 90%%D 120%%D
A
\A1;C \A1;D
\A1;B
{NOTES}:
1."SLOTTED HDPE" AND "PERFORATED HDPE" SHALL MEAN THE SAME THING WHEN
REFERRING TO UNDERDRAINS IN THIS PLAN SET.
2.ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL
OF THE ENGINEER.
505
C6.04
SCREEN SLOT TABLE
A B C D E
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX. SLOT
SPACING O.C.
MINIMUM
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN.
BEDDING REQUIREMENTS
NOT TO SCALE
500
C6.04
STANDARD MANHOLE
NOT TO SCALE
501
C6.04
4' CURB INLET
NOT TO SCALE
502
C6.04
4' CURB INLET (CONT.)
NOT TO SCALE
503
C6.04
TRIPLE CURB INLET
NOT TO SCALE
504
C6.04
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D4 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
18
401
C6.03
ISOLATOR ROW
NOT TO SCALE
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
MANIFOLD HEADER
MANIFOLD STUB
UNDERDRAIN DETAIL
NTS
A
A
B B
SECTION A-A
SECTION B-B
NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 SYSTEMS
6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS
OUTLET MANIFOLD
STORMTECH
END CAP
STORMTECH
CHAMBERS
STORMTECH
CHAMBER
STORMTECH
END CAP
DUAL WALL
PERFORATED
HDPE
UNDERDRAIN
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
FOUNDATION STONE
BENEATH CHAMBERS
FOUNDATION STONE
BENEATH CHAMBERS
MC-4500 TECHNICAL SPECIFICATION
NTS
PART # STUB B C
MC4500REPE06
T 6" (150 mm)
42.54" (1.081 m) ---
MC4500REPE06B --- 0.86" (22 mm)
MC4500REPE08T 8" (200 mm)
40.50" (1.029 m) ---
MC4500REPE08B --- 1.01" (26 mm)
MC4500REPE10T 10" (250 mm)
38.37" (975 mm) ---
MC4500REPE10B --- 1.33" (34 mm)
MC4500REPE12T 12" (300 mm)
35.69" (907 mm) ---
MC4500REPE12B --- 1.55" (39 mm)
MC4500REPE15T 15" (375 mm)
32.72" (831 mm) ---
MC4500REPE15B --- 1.70" (43 mm)
MC4500REPE18TC 18" (450 mm)
29.36" (746 mm) ---
MC4500REPE18BC --- 1.97" (50 mm)
MC4500REPE24TC 24" (600 mm)
23.05" (585 mm) ---
MC4500REPE24BC --- 2.26" (57 mm)
MC4500REPE30BC 30" (750 mm) --- 2.95" (75 mm)
MC4500REPE36BC 36" (900 mm) --- 3.25" (83 mm)
MC4500REPE42BC 42" (1050 mm) --- 3.55" (90 mm)
NOTE: ALL DIMENSIONS ARE NOMINAL
CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS.
CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED
FOR PIPE SIZES GREATER THAN 10" (250 mm)
THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE.
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm)
CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m³)
MINIMUM INSTALLED STORAGE* 162.6 CUBIC FEET (4.60 m³)
WEIGHT 130.0 lbs. (59.0 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 90.2" X 59.4" X 30.7" (2291 mm X 1509 mm X 781 mm)
END CAP STORAGE 35.7 CUBIC FEET (1.01 m³)
MINIMUM INSTALLED STORAGE* 108.7 CUBIC FEET (3.08 m³)
WEIGHT 135.0 lbs. (61.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
B
C
52.0"
(1321 mm)
48.3"
(1227 mm)
INSTALLED
60.0"
(1524 mm)
100.0" (2540 mm) 90.2" (2291 mm)
59.4"
(1509 mm)
30.7"
(781 mm)
INSTALLED
35.1"
(891 mm)
UPPER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
BUILD ROW IN THIS DIRECTION
LOWER JOINT CORR.
FOOT
INSERTA TEE DETAIL
NTS
INSERTA TEE
CONNECTION
CONVEYANCE PIPE
MATERIAL MAY VARY
(PVC, HDPE, ETC.)
PLACE ADS GEOSYNTHETICS 315 WOVEN
GEOTEXTILE (CENTERED ON INSERTA-TEE
INLET) OVER BEDDING STONE FOR SCOUR
PROTECTION AT SIDE INLET CONNECTIONS.
GEOTEXTILE MUST EXTEND 6" (150 mm)
PAST CHAMBER FOOT
INSERTA TEE TO BE
INSTALLED, CENTERED
OVER CORRUGATION
SECTION A-A SIDE VIEW
A
A
DO NOT INSTALL
INSERTA-TEE AT
CHAMBER JOINTS
NOTE:
PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS.
CONTACT STORMTECH FOR MORE INFORMATION.
CHAMBER MAX DIAMETER OF
INSERTA TEE
HEIGHT FROM BASE OF
CHAMBER (X)
SC-310 6" (150 mm) 4" (100 mm)
SC-740 10" (250 mm) 4" (100 mm)
DC-780 10" (250 mm) 4" (100 mm)
MC-3500 12" (300 mm) 6" (150 mm)
MC-4500 12" (300 mm) 8" (200 mm)
INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS
GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON
(X)
ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES:
1. MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J
4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.^J
5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.^J
6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
7. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER
'C'
OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
DEPTH OF STONE TO BE DETERMINED
BY DESIGN ENGINEER 9" (230 mm) MIN
60"
(1525 mm)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
PERIMETER STONE
(SEE NOTE 6)
9"
(230 mm) MIN
12" (300 mm) MIN
12" (300 mm) MIN
MC-4500
END CAP
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SUBGRADE SOILS
(SEE NOTE 5)
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND
CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
100" (2540 mm) 12" (300 mm) TYP
7.0'
(2.1 m)
MAX
24"
(600 mm) MIN*
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMACTION/DENSITY REQUIREMET
D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART
OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS,OR PER ENGINEE'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS
MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS.
C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE APART
OF THE 'C' LAYBER GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145
A-1, A-2-4, A-3
OR
AASHTO M43
3, 357, 4, 467, 5, 56, 57,
6, 67, 68, 7, 78, 8, 89, 9, BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY
FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS.
B EMBEDMENT STONE: FILL SURROUNDING CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH
(20-50 mm) AASHTO M43
3,4 NO COMPACTION REQUIRED
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM TEH SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (22-50 mm)
AASHTO M43
3,4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE^Ji) MIRRORS ON POLES OR
CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY^Jii) FOLLOW OSHA REGULATIONS FOR CONFINED
SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.^J
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
MC-4500 CHAMBER
18" (450 mm) MIN WIDTH
CONCRETE SLAB
8" (200 mm) MIN THICKNESS
PAVEMENT
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
12" (300 mm) NYLOPLAST INLINE
DRAIN BODY W/SOLID HINGED
COVER OR GRATE
PART# 2712AG06N
SOLID COVER: 1299CGC
GRATE: 1299CGS
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
6" (250 mm) INSERTA TEE
PART#06N12ST45IP
INSERTA TEE TO BE CENTERED
ON CORRUGATION CREST
MC-4500 6" INSPECTION PORT DETAIL
NTS
6" (150 mm) ADS N-12
HDPE PIPE
CONCRETE COLLAR
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-CORED END CAP
PART #: MC4500REPE24BC
TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
CATCH BASIN
OR
MANHOLE
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
MC-4500 CHAMBER
MC-4500 END CAP
MC-4500 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
4" MIN
EXTEND MIN. 6" INTO SUBGRADE
6"
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & SOLID GRATE TO MATCH
BASIN O.D.
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
TOP 10" TO BE SOLID, WITHOUT PERFORATIONS
10" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
(NO BOTTOM CAP)
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
NOT TO SCALE
404
C6.03
MONITORING WELL
402
C6.03
UNDERDRAIN, INSERTA TEE, &
TECHNICAL SPECIFICATION NOT TO SCALE
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
17
STANDARD PAVEMENT MARKINGS
W/ TURN LANE NOT TO SCALE
300
C6.02
BIKE LANE APPROACHING
RIGHT TURN LANE NOT TO SCALE
302
C6.02
PARAPET WALL
NOT TO SCALE
304
C6.02
HANDRAIL FOR PARAPET WALL
NOT TO SCALE
305
C6.02
STANDARD DRIVEWAY APPROACH
NOT TO SCALE
306
C6.02
BIKE LANE MARKING
NOT TO SCALE
301
C6.02
20'
20'
4'
2'
REVISION NO: 1
DATE: 03/01/02
STREET TYPICAL STANDARDS BICYCLE CONSTRUCTION DRAWINGS LANE PAVEMENT MARKINGS
URBAN AREA
LARIMER COUNTY DRAWING
1406
PAVEMENT MARKINGS
Projected Flowline (FL)
Broken line 4" white
10' Segments
30' Gaps
(3:1 Ratio)
Wide Lane
1.5'x9'
8" White
Line 4" white
Double Line
4" Yellow
4" Space
CROSSWALK MARKINGS:
STRIPING:
PREFERENTIAL LANE SYMBOL:
STOP LINES:
MANDATORY MOVEMENT:
1.5'x9
100' Taper (min.)
.2L
L = Turn Bay Storage Length
.4L
10'
.4L
10'
4" Ywllow
4" White Extension Line
An Engineering study should be required before crosswalk markings are installed in locations away
from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent
to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each
lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in
the lane. It is important that the markings are in alignment with the access ramps / sidewalks.
On curves:
Dotted extension of lane edge with same
as solid downstream line, 2' segments, 4'
gaps.
Mandatory movement lanes shall
use a lane-use arrow marking, the
word marking "only", another
lane-use arrow marking
(accompanied by signs). Symbols
& words are 8' of more in height --
use CDOT specification sizes.
Place stop lines (1.5' x Variable typ.)
only when inportant to indicate the
point behind which vehicles are
required to stop (more often on main
arterials) -- placement should
ordinarily be 4' in advance of and
parallel to the nearest crosswalk line
in the absence of a marked
crosswalk, the stop line should be
placed at the desired stopping point
no more than 30' or less than 4' from
the nearest edge of the intersecting
roadway.
PLS shall be used for designated
bikeways. Intersection placement
-- the symbol shall be placed
downstream to convey to turning
traffic that the bike lane exists. It
shall be placed 4" down from the
PCR & centered on the bike lane.
Frequency of placement between
blocks is a matter for Engineering
judgement.
All Longitudinal (lane) striping shall
terminate at the Continental crosswalk
bars -- except the downstream bike
lane which shall terminate at the curb
return. If a stop line is in place --
upstream stripping shall terminate at
the stop line.
Not Required with lane
lengths less than 100'.
Not Required with lane
lengths less than 100'.
REVISION NO: 1
DATE: 03/02/01
STREET STANDARD STANDARDS PAVEMENT CONSTRUCTION DRAWINGS MARKINGS W/TURN LANE
URBAN AREA
LARIMER COUNTY DRAWING
1404
8" White Line
8" White 8" White Extension Line
Extension
4" White Line
65' (min)
4'
LANE
BIKE
* LANE
BIKE
Ped. Crossing
4' (min.)
Optional dashed stripe
Not recommended
where a long right -
turn - only lane or
double turn lanes
exist.
*If space is available
Otherwise all delineation
this point.
should be dropped at
*If space is
LANE
BIKE
4' (min.)
BIKE
* LANE
Ped. Crossing
available.
BIKE
LANE
bicyclist.
Typical path
of through
Ped. Crossing
BIKE
LANE
Ped. Crossing
BIKE
*LANE
4' (min.)
*If space is
available.
Drop bike lane;
stripe where right
turn only designated.
RIGHT-TURN-ONLY LANE PARKING LANE BECOMES
RIGHT-TURN-ONLY LANE
RIGHT LANE BECOMES
RIGHT-TURN-ONLY LANE RIGHT-TURN-ONLY LANE
OPTIONAL DOUBLE
(Metric Conversion: 1 ft. = 0.3 m.)
(IN LOVELAND ONLY)
6' (min.) in F.C.
6' (min.) in F.C.
6' (min.) in F.C.
REVISION NO:
DATE: 08/07/00
BICYCLE STREET STANDARDS LANE APPROACHING CONSTRUCTION DRAWINGS VEHICLE RIGHT TURN LANE
URBAN AREA
LARIMER COUNTY DRAWING
1410
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
CONSTRUCTION
FIRE ACCESS ROAD SIGNS
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1418
DRAWING
REVISION DATE: 04/NO: 01/07 2
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12" 12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
FIRE ACCESS AND FIRE LANE SIGNS
NOT TO SCALE
303
C6.02
NOTES:
1. The sidewalk width shall be increased by a minimum of 6" whenever handrail is used.
2. If a sidewalk is more than 30" above the adjacent grade, the handrail shall be used.
3. Open clearance between intermediate rails must be 4" or less.
4. Finish shall be either galvanized of semi-gloss enamel over a shop coat of metal primer.
5. When the slope behind the sidewalk is steeper than 4:1, the handrail must be used.
6. When slope behind sidewalk is less than or equal to 4:1 for a minimum distance of 10', a
handrail is not required.
TOP RAIL CORNER DETAIL
HANDRAIL DETAIL
R = 6" (min.)
30" or Greater
3"
(typ.)
Adjacent Grade
steeper than 4:1
42"
6" (max.)
1 1/2" Dia. Std. Wt.
Welded Steel Pipe
6" x 3" x 1/2" Plate
Or Approved Equal
1/2" Dia. Anchor Bolt w/ heavy
Hex Head Nut & Washer
Or Approved Equal
1 1/2"
1"
4"
See Note 2
Sidewalk
Sidewalk Width
per Table 7-1 or 7-2
1'
min.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS
HANDRAIL DETAILS
CONSTRUCTION DRAWINGS REVISION DATE: 03/NO: 01/02 1 DRAWING 1101
12'
18"
28.5"
FACE BRICK OR STONE
(BOTH SIDES)
TOP AND BACK
OF WALK
BRIDGE SPAN
A
A
GUTTER FLOWLINE
SLOPE 1/4" PER FOOT
HANDRAILS
14.5"
13.5"
4.5"
BRICK
OR
STONE
28.5"
24"
5"
5"
SLEEVES FOR UTILITIES
(IF NEEDED)
HANDRAILS
HEADWALL NOTES:
1.PROVIDE MASONRY TIES FOR EACH
BRICK COURSE.
2.ALL EXPOSED CONCRETE SHALL
HAVE A RUBBED FINISH.
THIS PLAN SPECIFIES APPEARANCE ONLY.
THE STRUCTURE MUST BE DESIGNED TO
FIT THE SPECIFIC CONDITIONS.
NOTES:
1.STRUCTURAL DESIGN SHALL BE DONE
IN ACCORDANCE WITH THESE
STANDARDS.
2.HANDRAIL DESIGN SHALL BE
COMPATABLE WITH THE DESIGN OF THE
BRIDGE PARAPET WALL.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS
BRIDGE RAILING/PARAPET WALL CONFIGURATION DETAIL
CONSTRUCTION DRAWINGS REVISION DATE: 11/NO: 16/00 1 FIGURE 1108
42"
WALK
FORT COLLINS ONLY
Lip
FL
Back of curb
Right of Way Line
NOTE:
1. Concrete driveway must be
provided to the property line.
2. 0" Curb Height,
See Section A-A
3. Standard Curb and Gutter
Section, See Standard
Drawing 701
X
W
X
1:50 (max.)
Property Line
N.T.S.
SECTION A-A
1" per ft.
X = Curb Transition Length
Y = Parkway Width Varies
W = Driveway Width, See
Standard Drawing Series 707
T = Concrete Thickness - 6" Residential,
8" Commercial
A
A
PERSPECTIVE
1:50 (max.)
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 706.DRAWING 1
STREET STANDARDS
URBAN AREA DATE: 02/17/15
STANDARD DRIVEWAY APPROACH DETACHED WALK (Type I)
x=2' (min.) Driveway Width x=2' (min.)
W = Width
Refer to Chapter 25 for minimum removal dimensions.
Expansion Joint if drive
continues as concrete
6"
Walk Y
2"
ROW
NOT TO SCALE
Y
Detached
Sidewalk
Ramp if necessary Ramp if necessary
Varies
1/4" per ft.
1:12 (max.)
1/4" per ft.
Varies ** Varies **
Ramp Length Ramp Length
Detached
Detached
1" per ft.
1:12 (max.)
See note 3
See Note 2 See Note 2
See Note 3
** Ramp length not to exceed
15'-0", slope must be uniform.
1
2" min - 2" max
1:12 (max.) 1:12 (max.)
T
T
DRAWING FILENAME: D:rojects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D2 DATE: Jan 31, 2017 - 12:42pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
16
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
VERTICAL
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
CAR ACCESSIBLE VAN ACCESSIBLE
8'
5'
8' 9'
9'
9'
RESERVED RESERVED
PARKING
ONE IN EVERY EIGHT ACCESSIBLE
SPACES, BUT NOT LESS THAN ONE,
SHALL BE VAN ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
R7-8 ONE SIGN
PER SPACE
REQUIRED
R7-8
NO
PARKING
TYPICAL PAVEMENT
MARKINGS
NOTE:
THESE PRELIMINARY PAVEMENT SECTIONS ARE PER THE GEOTECHNICAL ENGINEERING REPORT BRICK
STONE APARTMENTS ON HARMONY SOUTHEAST OF SOUTH COLLEGE AVENUE AND EAST HARMONY ROAD
FORT COLLINS, COLORADO BY TERRACON (PROJECT NO. 20165026), DATED JUNE 22, 2016. FINAL
PAVEMENT DESIGN SHALL BE PER THE PROJECT GEOTECHNICAL ENGINEER OR CONTRACTOR
RECOMMENDATIONS. SITE GRADING AND SUBGRADE PREPARATION SHALL ALSO BE PER THE FINAL
GEOTECHNICAL ENGINEER OR CONTRACTOR RECOMMENDATIONS.
AGGREGATE
BASE COURSE
HOT BITUMINOUS
PAVEMENT
COMPACTED SUBGRADE
PARKING
AREAS
HEAVY DUTY
CORRIDORS
4.5"
4"
3.5"
6"
5"
PARKING
AREAS
6"
HEAVY DUTY
CORRIDORS
COMPACTED SUBGRADE
PCC
(NON-REINFORCED)
1"
6"
4 1/6" 2"
1 1/2"
1'-6" 6"
12"
1'-6"
1 1/2"
6"
1"
6"
6"
4 1/2"
12"
R2"
R1 1/2"
R2"
R1 1/2"
OUTFALL FLOW
NOT TO SCALE
206
C6.01
PRIVATE 18" VERTICAL CURB AND GUTTER
NOT TO SCALE
207
C6.01
HANDICAP PARKING REQUIREMENTS
02/17/15
STANDARD SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1601
DRAWING
DATE:
4
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
Detached Attached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0" 6'-0"
T.C.
F.L.
Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
NOT TO SCALE
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
02/17/15
TRUNCATED DOME WARNING FOR ACCESS RAMPS
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 3 1607
DRAWING
DATE:
Curb
Flare
Varies
Curb
Flare
Ramp
Curb
Curb
Flare
Ramp
Varies
Panels
Panels
6"
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and 2'x2.5' rectangles.
Combine the widths to fit
the ramp. Panels may be
cut to no less than a 2'x1.5'
size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Notes:
1. Truncated dome warning panel:
Install panels along with the
concrete pour for the ramp.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb.
For Drive Over Curb the warning
detection location shall be placed in
the same position 6" back from the
back of curb.
3. If curb and gutter are poured
monolithic with ramp, place dome
edge at back of curb as shown. If
not poured monolithic, place dome
edge 6" from back of curb.
Case 1-Directional Ramps
Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Flare
6"
Flare
Varies
FORT COLLINS ONLY
Aligned with
Pedestrian flow
Gutter
or
Apron
℄Center line of ramp
BOC-Back of Curb
FOC -Face of Curb
-Flow line
Varies
2'-0"
2'-0"
A
A
FOC or ℄
2'-0"
BOC
BOC
1:20 1:12 max slope
slope
Panels embedded in the
concrete ramps
Section A-A (Center line of ramp)
NTS
Flow line Curb
and Gutter
BOC
NOT TO SCALE
See Note 3
SIDEWALK
NOT TO SCALE
200
C6.01
VERTICAL CURB AND GUTTER
NOT TO SCALE
202
C6.01
ROLL OVER CURB AND GUTTER
NOT TO SCALE
203
C6.01
PEDESTRIAN RAMP
NOT TO SCALE
204
C6.02
TRUNCATED DOME
NOT TO SCALE
205
C6.01
SIDEWALK
NOT TO SCALE
201
C6.01
7 3/8" (L) 2"
17"
6"
3 3/8"
24"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
41"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
2"
6"
R 16"
FL
24"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
DATE: 03/01/02
CURB AND GUTTER/SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 702
DRAWING
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
MODIFIED
11 1/4%%D 22 1/4%%D 45%%D 90%%D
6"
8"
12"
0.7
1.2
2.6
1.4
2.5
5.2
2.9
5.0
10.2
5.3
9.3
18.8
3.8
6.5
13.3
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
%%UTYPICAL BEND %%UTEE
%%UPLUG %%UTYPICAL CROSS-SECTION
3" MIN.
3" MIN.
GENERAL NOTES:
1. Bearing surface areas shown in chart are minimum.
2. All fittings to be wrapped with polyethylene.
3. Data in table is based on a pipeline test pressure of
150 psi (min.) and a soil bearing capacity of 1,000 lb/sq. ft.
Adjust the dimensions as required to suit the field conditions
encountered by Engineer.
4. Thrust blocks on pipe larger than 12 inches diameter shall
be designed for conditions existing at the installation site.
5. Refer to Section 03300 and 02713.
SCALE: NTS
TYPICAL CONCRETE THRUST BLOCKS
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
TRENCH BACKFILL
TRENCH ZONES
PAVEMENT IF REQUIRED
SCALE: NTS
TRENCH AND BEDDING TYPICAL
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
PIPE SUBGRADE; STABILIZATION
MATERIAL IF REQUIRED
\A1;{\H0.7x;\S1#4;\}A1;th O.D./BEDDING 4" MIN. ZONE \A1;1' MIN.
REFER TO SECTION 02221
\A1;TRENCH BACKFILL
\A1;BEDDING ZONE (SEE ABOVE)
\A1;PIPE SUBGRADE
COMPACTED GRANULAR
MATERIAL
\A1;UNDISTURBED SOIL
TRENCH
PVC SEWER PIPE
%%UCROSS SECTION
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
SERVICE WYE
8 IN. PVC SEWER PIPE
%%UPLAN VIEW
45%%D MAX.
4 IN. X 4 IN. MARKER POST
AIR-TIGHT PLUG
45%%D ELBOW
PVC SEWER PIPE
GRANULAR MATERIAL CONFORMING TO CDDH #67
AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER POST
GRANULAR
MATERIAL
CONFORMI
NG TO
4" TYP
SCALE: NTS
TYPICAL SANITARY SEWER SERVICE CONNECTION
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
12-15-2010
TRENCH BACKFILL
TRENCH ZONES
PAVEMENT IF REQUIRED
SCALE: NTS
TRENCH AND BEDDING TYPICAL
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
PIPE SUBGRADE; STABILIZATION
MATERIAL IF REQUIRED
\A1;1' MIN.
\A1;{\H0.7x;\S1#4;\}A1;th O.D./BEDDING 4" MIN. ZONE
REFER TO SECTION 02221 \A1;TRENCH BACKFILL
\A1;BEDDING ZONE (SEE ABOVE)
\A1;PIPE SUBGRADE
COMPACTED GRANULAR
MATERIAL
\A1;UNDISTURBED SOIL
12-15-2010
NOT TO SCALE
100
C6.00
FIRE HYDRANT GATE VALVE
NOT TO SCALE
101
C6.00
METER PIT
NOT TO SCALE
102
C6.00
103
C6.00
NOT TO SCALE
104
C6.00
TRENCH AND BEDDING
NOT TO SCALE
105
C6.00
SANITARY SERVICE
THRUST BLOCKS
NOT TO SCALE
NOT TO SCALE
106
C6.00
TRENCH AND BEDDING
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
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
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Details\1229-001_DETAILS.dwg LAYOUT NAME: D1 DATE: Jan 31, 2017 - 12:41pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
48 INCHES
INSTALL LID 1/2 INCH
ABOVE FINAL GRADE
24 INCHES
MANHOLE 12 INCHES RUNGS O.C. 66 IN. MAX.
54 IN. MIN.
8 INCH LAYER OF 3/4 TO 1-1/2 IN. GRAVEL
12 IN.
FLOW
{GENERAL NOTES:}
1. Meter setting devices to be "custom setters" with by-pass and flanged ball valves. Meter setters to
be supported by 2 - 18" lengths of 1" iron pipe inserted through eyelets and set atop 8" x 8"
concrete blocks.
2. This meter is not to be installed in any street, alley, parking area or driveway.
3. No landscaping (trees, shrubs, boulders, etc.) is to be within 5 feet of meter pit.
4. Ground surrounding meter pit shall slope away from lid.
5. No plumbing connections are to be made in meter pit.
6. Lawn sprinkler connections are to be at least 5 feet from meter pit on the outlet side.
7. Irrigation systems require an isolation valve downstream of vault, minimum of 5 feet.
8. Valves to be operated by District personnel only, with exception to the irrigation isolation valve.
ALUMINUM RING AND COVER
MARKED "WATER" 3"x{}" RECESS
W/RECESSED 2" HOLE PENETRATION
8"X8" CONC
BLOCK EACH
SIDE (TYP)
PRECAST
CONCRETE
MANHOLE
5'-0"
OUTLET
ISOLATION VALVE
(REQUIRED FOR
IRRIGATION SYSTEMS)
SCALE: NTS
TYPICAL INSTALLATION FOR 1-1/2" & 2" METERS
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
1' MIN. COVER
REFER TO SECTION 02646
HDPE GRADE RINGS
8-6-2014
15
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
5019
5020
5024
5028
5032
5019
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
5022.3
5025.61
5022.2
5025.36
5022.3
5025.11
5022.2
5024.86
5022.2
5024.61
5022.1
5022.08
R.O.W R.O.W
R.O.W R.O.W
R.O.W R.O.W
2.4%
2.8%
3.8%
3.3%
3.6%
2.3%
1.7%
1.7%
1.1%
1.7%
1.8%
1.9%
EXISTING GROUND PROPOSED GROUND
PROPOSED GROUND
EXISTING GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
IRR
6' BIKE LANE
15+00
15+50
16+00
16+50
17+00
17+50
18+00
8' SIDEWALK
12' TURN LANE
\A1;12' TURN LANE
PROPOSED STRIPPING (TYP.)
PROPOSED 30" VERTICAL
CURB AND GUTTER
EXISTING STRIPPING (TYP.)
TURN LANE
STRIPPING (TYP.)
BIKE LANE
STRIPPING (TYP.)
SAW CUT
SAWCUT LINE
SAW CUT
STORM LINE E
(SEE SHEET C3.01)
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.03 DATE: Jan 31, 2017 - 12:41pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C5.03
CROSS SECTIONS
EAST HARMONY ROAD FLOWLINE C. Snowden
C. Snowden
1"=20'
CROSS SECTIONS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
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 TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
14
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
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
SEE SHEET C5.02
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
5029.2
5029.21
5028.9
5028.68
5026.9
5027.89
5023.9
5027.54
5025.1
5027.19
5025.3
5026.84
5022.9
5026.49
5025.6
5025.62
5022.7
5025.86
R.O.W R.O.W R.O.W
R.O.W
R.O.W
R.O.W R.O.W
R.O.W R.O.W
2.3%
2.5%
3.3%
3.2%
3.1%
3.0%
2.8%
2.9%
2.8%
2.4%
1.7%
2.4%
1.6%
1.6%
1.4%
1.5%
1.4%
1.8%
PROPOSED GROUND
EXISTING GROUND
EXISTING GROUND
PROPOSED GROUND
STRUCTURAL WALL
(BY OTHERS)
EXISTING GROUND PROPOSED GROUND
EXISTING GROUND PROPOSED GROUND
EXISTING GROUND PROPOSED GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
LOD
LOD
LOD
S89° 29' 13.31"E
50.000
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
12' TRAVEL LANE
6' BIKE LANE
12' TRAVEL LANE
6' BIKE LANE
BUS STOP
SAW CUT SAW CUT
SAW CUT
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.02 DATE: Jan 31, 2017 - 12:41pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C5.02
CROSS SECTIONS
EAST HARMONY ROAD FLOWLINE C. Snowden
C. Snowden
1"=20'
CROSS SECTIONS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
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 TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
13
SEE SHEET C5.03
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
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
PROPOSED GROUND
EXISTING GROUND
INLET E13
PROPOSED GRADE
EXISTING GROUND
\A1;VARIES
4:1 MAX
4:1 MAX
\\A1;A1;10' PKWY. 8'
2% MIN.
(4% MAX.)
HALF OF A 6-LANE ARTERIAL
EAST HARMONY ROAD
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
6' BIKE LANE
15' UTIL.
EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.01 DATE: Jan 31, 2017 - 12:41pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C5.01
PLAN AND PROFILE
EAST HARMONY ROAD FLOWLINE C. Snowden
C. Snowden
1"=20'
EAST HARMONY FLOWLINE
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
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 TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
12
SOUTH FLOWLINE
HARMONY ROAD
SCALE : 1" = 20' (H) 1" = 2' (V)
SEE SHEET C5.00
SEE SHEET C5.00
TYPICAL CROSS SECTION
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
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
2% MIN.
(4% MAX.)
HALF OF A 6-LANE ARTERIAL
EAST HARMONY ROAD
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
6' BIKE LANE
15' UTIL.
EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: 1229-001_STRT - C5.00 DATE: Jan 31, 2017 - 12:41pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C5.00
PLAN AND PROFILE
EAST HARMONY ROAD FLOWLINE C. Snowden
B. Mathisen
1"=20'
EAST HARMONY FLOWLINE
SOUTH FLOWLINE
HARMONY ROAD
SCALE : 1" = 20' (H) 1" = 2' (V)
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
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 TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
11
SEE SHEET C5.01
TYPICAL CROSS SECTION
SEE SHEET C5.01
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
90° BEND W4.2
INV. IN=5020.92 (N)
INV. OUT=5020.92 (W)
FG=5023.65
21.16 LF 8" PVC @ 0.60%
RD W4.3
INV. IN=5021.05 (N)
INV. IN=5021.05 (E)
INV. OUT=5021.05 (S)
FG=5024.48
10.00 LF 8" PVC @ 0.60%
11.02 LF 6" PVC @ 2.00%
11.02 LF 6" PVC @ 2.00%
100-YR MH W3
INV. IN=5016.80 (W)
INV. IN=5016.81 (N)
INV. IN=5016.06 (E)
INV. OUT=5016.06 (S)
FG=5023.96
9.08 LF 8" PVC @ 0.20% (TYP.)
ROOF DRAIN
(SEE SHEET C3.00)
61.86 LF 6" PERFORATED HDPE @ 0.23%
MONITORING WELL W1
INV. IN=5016.07 (N)
INV. OUT=5016.07 (W)
FG=5024.01
MONITORING WELL W2
INV. OUT=5016.21 (S)
FG=5026.61
5.16 LF 6" PERFORATED HDPE @ 0.20%
ROOF DRAIN
(SEE SHEET C3.00)
13 MC-4500 CHAMBERS
12 MC-4500 CHAMBERS
CONTROL
IRR
UD UD UD UD UD UD UD UD UD UD UD UD UD UD
LOD
LOD
8.22
SG
8.30
SG
8.52
SG
8.54
SG
8.57
SG
8.51
SG
15.88
FG
17.44
FG
21.84
FG
21.90
FG
22.48
FG
21.06
FG
WQ MH E4
INV. IN=5009.09 (E)
INV. IN=5009.09 (N)
INV. IN=5009.95 (S)
INV. OUT=5009.09 (W)
FG=5016.28
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
0.3%
SG
134.86 LF 6" PERFORATED HDPE @ 0.20%
MONITORING WELL E2
INV. OUT=5008.53 (W)
FG=5021.08
INSPECTION PORT
ISOLATOR ROW
STORM LINE E5
(SEE SHEET C3.02)
STORM LINE E4
(SEE SHEET C3.02)
STORM LINE E
STORM LINE E (SEE SHEET C3.01)
(SEE SHEET C3.01)
INSPECTION PORT
ROOF DRAIN CONNECTION
(SEE SHEET C3.00)
WQ MH E4.1
INV. IN=5009.14 (E)
INV. IN=5009.14 (N)
INV. OUT=5009.14 (S)
FG=5017.31
4.42 LF 8" PVC @ 0.20% (TYP.)
9.08 LF 8" PVC @ 0.20% (TYP.)
MONITORING WELL E1
INV. IN=5008.26 (E)
INV. OUT=5008.26 (NW)
FG=5015.96
INSPECTION PORT
JUNCTION E5
INV. IN=5013.08 (S)
INV. OUT=5013.08 (N)
FG=5021.06
(CONNECT TO CROWN OF
ISOLATOR ROW CHAMBER)
7.29 LF
6" PERFORATED HDPE
@ 0.20%
6'' WYE CONNECTION
INV. IN=5008.25 (E)
INV. IN=5008.25 (SE)
INV. OUT=5008.25 (W)
FG=5016.18
12.55 LF 8" PVC @ 0.20%
30 MC-4500 CHAMBERS
30 MC-4500 CHAMBERS
24 MC-4500 CHAMBERS
30 MC-4500 CHAMBERS
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Grad\1229-001_SUBGRAD.dwg LAYOUT NAME: 1229-001_SUBGRAD - C4.01 DATE: Jan 31, 2017 - 12:41pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xSUBGRAD] [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_SUBGRAD_LEG]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
LEGEND:
PROPOSED SUBGRADE SPOT ELEVATION
33.43
PROPOSED SUBGRADE SLOPES
NOTES:
2.0%
EXISTING SPOT ELEVATION
PROPOSED UNDERDRAIN
PROPOSED HDPE STORM
UD
PROPOSED FINISHED GRADE SPOT ELEVATION
33.43
(33.43)
SG
1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
3. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT
COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO
ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING
SYSTEM ITEMS IN THE SUBGRADE AREA:
- SUBGRADE
- INSTALLATION OF GEOTEXTILE FABRIC AND PVC GEOMEMBRANE
- INSTALLATION OF UNDERDRAIN
- PLACEMENT AND COMPACTION OF FOUNDATION STONE
- PLACEMENT AND COMPACTION OF EMBEDMENT STONE
- PLACEMENT OF CHAMBERS AND FILL
4. SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL.
THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND
DIMENSIONS PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY
OTHER MATERIAL.
5. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE
PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE
SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS
ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER
WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR.
6. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION,
PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE
STORMTECH SYSTEM.
7. SEE DETAIL SHEETS AND PLANS BY ADS FOR ADDITIONAL DESIGN INFORMATION.
8. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND
ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN
AND UTILITY SERVICES.
9. ALL STORM SEWER AND UNDERGROUND DETENTION FACILITIES ARE TO BE
PRIVATELY OWNED AND MAINTAINED
FG
SG
ISOLATOR ROW
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
GRAPHIC SCALE:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
NORTH C4.01
SUBGRADE PLAN
B. Mathisen
B. Mathisen
1"=10'
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
WEST POND
EAST POND
NORTH
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H
Y
D
MAIL CREEK FLOODWAY
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
50' DRAINAGE
EASEMENT
15' UTILITY
EASEMENT
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
LOT 26
FAIRWAY ESTATES
LOT 25
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
3-RISERS
18" VERTICAL
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
STRUCTURAL WALLS
(BY OTHERS)
GARAGE
STAIRS
(SEE ARCH.)
STAIRS
(SEE ARCH.)
18" VERTICAL
CURB & GUTTER
INLET W4.1
INLET E4.1
INLET E5.1
INLET E13
RISERS
CITY FLOODPLAIN
STRUCTURAL WALL
(BY OTHERS)
STRUCTURAL WALL
(BY OTHERS)
EXPOSED BACK OF CURB
24.06
22.94
22.74
22.78
22.84
17.80
17.51
17.44
17.42
17.53
18.06
17.50
TOF
17.50
TOF
17.21
17.18
17.18
17.24
17.54
17.90
17.62
17.53
17.51
16.49
16.93
17.01
15.92
15.65
15.24
19.13
19.65 19.99
19.71
19.49
19.19
17.35
17.56
17.64
17.65
18.01
18.02
18.09
18.30
19.60
19.81
19.96
21.06
22.39
(22.48)
(23.57)
19.50
BOC
18.30
BOC
18.03
BOC
18.01
BOC
18.09
<edit>
23.87
TOF
20.26
TOF
29.50
TOF
18.97
TOF
18.67
TOF
18.84
TOF
18.22
17.00
16.27
TOF
15.93
TOF
16.17
<edit>
18.31
TOF
17.19
18.39
TOF
19.19
TOF
21.82
TOF
24.74
TOF
26.90
TOF
28.98
TOF
27.84
TOF
27.84
TOF
27.65
TOF
23.60
TOF
23.50
TOF
21.35
20.17
17.55
18.43
18.74
16.68
16.44
16.30
23.78
23.72
23.78
22.71
22.77
21.71
21.56
19.08
19.02
18.30
17.06
15.11
16.88
18.10
17.95
17.41
28.26
28.50
TOW
28.45
28.59
28.65
28.81
28.43
27.58
27.79
28.72
26.92
26.77
27.17
26.56
26.96
25.49
25.66
24.71
25.54
25.15
25.36
25.50
25.53
25.67
25.16
25.16
24.08
23.72
23.59
24.01
18.70
8.50
TOW
8.45
BOW
13.25
BOW
16.75
TOW
16.75
TOW
12.45
BOW
12.19
BOW
17.25
TOW
11.12
BOW
17.90
TOW
15.95
TOW
15.45
BOW
14.86
TOW
14.67
BOW
11.00
TOW
3.99
BOW
12.00
TOW
5.61
BOW
7.14
BOW
11.65
TOW
13.00
TOW
8.84
BOW
8.73
TOW
8.67
BOW
16.85
TOW
15.02
BOW
20.50
TOW
14.49
BOW
17.10
BOW
22.00
TOW
17.67
BOW
23.20
TOW
17.74
BOW
23.50
TOW
23.72
TOW
23.22
BOW
22.99
BOW
23.29
TOW
28.75
TOW
23.15
BOW
18.16
BOW
27.65
TOW
23.08
BOW
21.22
BOW
28.74
TOW
28.74
TOW
21.06
BOW
3:1
3:1
3:1
4:1
3:1
5:1
3:1
3:1
4:1
3:1
6:1
4:1
4:1
4:1
5:1
2:1
3:1
5:1
3:1
12:1
5:1
12:1
4.7%
2.7%
2.3%
6.1%
6.1%
4.8%
2.3%
5.0%
3.4%
3.2%
5.1%
8.6%
6.6%
10.6%
17.65
BOC
17.62
BOC
17.56
BOC
18.35
BOC
18.45
BOC
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
RISERS RISERS
RISERS
RISERS RISERS
14:1
19:1
21:1
15:1
16:1
16:1
12:1
9:1
23:1
15:1
14:1
13:1
13:1
9:1
9:1
13:1
BUS STOP
27.85
27.45
26.58
26.81
EMERGENCY ACCESS
AND DRAINAGE EASEMENT
30' EMERGENCY ACCESS
AND DRAINAGE EASEMENT
FFE=29.50
FFE=29.50
FFE=17.50
(2.8:1)
(2.8:1)
(9.5:1)
(2.9:1)
(3.6:1)
(6.1:1)
(2.7:1)
(5.1:1)
(5.2:1)
(3.2:1)
(2.5:1)
(6.4:1)
(7.0:1)
(5.7:1)
(2.9:1)
(9.2:1)
(18.0:1)
(12.0:1)
(2.1:1)
(6.6:1)
(1.2:1)
(2.2:1)
(2.1:1)
(3.8:1)
(1.9:1)
(1.9:1)
(4.0:1)
(2.3:1)
(3.2:1)
14.88
17.18
20.39
19.72
25.75
25.73
25.55
25.54
25.03
24.67
24.19
23.84
23.30
23.32
23.02
22.97
22.58
22.56
22.54
22.58
23.53
23.66
22.95
22.90
23.08
23.08
23.08
23.10
28.72
TOF
28.61
TOF
29.03
TOF
28.93
TOF
29.06
TOF
28.90
TOF
28.39
28.36
27.66
27.63
28.44
TOF
27.89
TOF
27.17
27.20
27.45
TOF
27.84
TOF
27.67
TOF
26.92
26.89
26.68
26.66
27.36
TOF
27.45
TOF
26.48
26.45
27.22
TOF
27.23
TOF
26.10
26.14
27.70
TOF
27.74
TOF
28.15
28.18
27.52
TOF
RAISED
CROSSWALK
10' DRAINAGE
EASEMENT
10' DRAINAGE
EASEMENT
15' UTILITY
EASEMENT
2.8%
2.1%
9.2%
(7.2%)
(26.3%)
(6.8%)
(4.9%)
(9.4%)
ROLL OVER
CURB AND GUTTER
ROLL OVER
CURB AND GUTTER
BRIDGE
(BY OTHERS)
G
G
(29.57)
(29.38)
23.29
TOW
28.46
(27.44)
(27.46)
(27.83)
28.34
28.75
28.69
29.12
28.85
28.56
28.02
RECONSTRUCT
DRIVEWAY
28.96
2.8%
2.6%
9.2%
(26.3%)
ROLL OVER
CURB AND
GUTTER Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
LEGEND:
5013
93
NOTES:
2.0%%%
(47.45)
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL PROJECT ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE
COVER SHEET FOR BENCHMARK REFERENCES.
4. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL STRUCTURAL
WALLS, RETAINING WALLS, LANDSCAPE WALLS, ETC.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE BUFFER ZONE.
6. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A
NATIVE LANDSCAPE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE
BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE.
LOD
PROPOSED VERTICAL
CURB & GUTTER
EXISTING STORM SEWER
PROPOSED STORM INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SWALE
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PEDESTRIAN ACCESS RAMPS
APPROXIMATE LIMITS OF DEVELOPMENT
SIDEWALK CHASE
FIELD SURVEY BY:
Northern Engineering Services, Inc
NE Project No. 1229-001
Date: October 30, 2015
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Grad\1229-001_GRAD.dwg LAYOUT NAME: 1229-001_GRAD - C4.00 DATE: Jan 31, 2017 - 12:40pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xTOPO] [1229-001_xEXST] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_xGRAD]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C4.00
GRADING PLAN
B. Mathisen
B. Mathisen
1"=30'
9
17.50
PROPOSED SPOT ELEVATION BACK OF CURB
BOC
17.50
PROPOSED SPOT ELEVATION TOP OF FOUNDATION
TOF
17.90
PROPOSED SPOT ELEVATION TOP OF WALL
TOW
7.14
PROPOSED SPOT ELEVATION BOTTOM OF WALL
BOW
17.50
PROPOSED SLOPES 3:1
TOP OF BANK
SEE BELOW
SEE ABOVE
5000
5005
5010
5015
5020
5025
5030
5035
5000
5005
5010
5015
5020
5025
5030
5035
12+50 12+00 11+00 10+00 9+75
5013.29
5022.31
5023.40
5024.40
5025.44
5026.57
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
SUBGRADE
FES W1 (12'' HDPE)
STA 10+17.37
FL. EL 5002.7±
INV. IN 5001.58 (N)
56.51 LF 12" HDPE @ 2.00%
DROP MH W2
STA 10+73.88
FL. EL 5013.2±
INV. IN 5010.10 (N)
INV. OUT 5002.71 (S)
100-YR MH W3
STA 11+40.13
FL. EL 5024.0±
INV. IN 5016.80 (W)
INV. IN 5016.81 (N)
INV. IN 5016.06 (E)
INV. OUT 5016.06 (S)
4.42 LF 8" PVC @ 0.20%
Structure - (144)
STA 11+44.54
FL. EL 5024.2±
INV. IN 5016.81 (N)
INV. OUT 5016.81 (S)
57.44 LF MC-4500 CHAMBERS
8" PVC
STA.=11+30.80
INV.=5020.89
(ROOF DRAIN
CONNECTION)
66.25 LF 12" HDPE @ 9.00%
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Strm\1229-001_STRM.dwg LAYOUT NAME: 1229-001_STRM W - C3.03 DATE: Jan 31, 2017 - 12:40pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_STRM_LEG]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL
D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE.
8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH
WITH SURROUNDING GRADE PRIOR TO LANDSCAPING.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER.
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
C3.03
PLAN AND PROFILE
STORM LINE W B. Mathisen
B. Mathisen
1"=30'
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
GRAPHIC SCALE:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
8
STORM LINE W
6" PERFORATED HDPE
STA.=10+45.08
INV.=5008.27
(UNDERDRAIN)
15"
\A1;15"
UD UD UD UD UD
S
SS SS SS
4.17 LF 15" HDPE @ 0.00%
JUNCTION E5
STA 10+00.00
N: 107595.38
E: 195687.34
103.76 LF 15" HDPE @ 0.90%
INLET E5.1
STA 11+03.75
N: 107494.63
E: 195662.56
EAST POND
(SEE SHEET C4.01 FOR
MORE DETAIL)
STORM LINE E
(SEE SHEET C3.01)
5000
5005
5010
5015
5020
5025
5030
5035
5000
5005
5010
5015
5020
5025
5030
5035
9+75 10+00 11+00 11+50
5021.06
5019.74
5018.90
5018.20
5017.51
PROPOSED
GROUND
EXISTING
GROUND
4.17 LF 15" HDPE @ 0.00%
(CONNECT TO CROWN OF
ISOLATOR ROW)
JUNCTION E5
STA 10+00.00
RIM 5021.1±
INV. IN 5013.08 (S)
INV. OUT 5013.08 (N)
103.76 LF 15" HDPE @ 0.90%
INLET E5.1
STA 11+03.75
FL. EL 5017.4±
INV. OUT 5014.01 (N)
PROPOSED
GROUND
EXISTING
GROUND
6" PERFORATED HDPE
STA.=10+01.02
INV.=5008.52
(UNDERDRAIN)
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Strm\1229-001_STRM.dwg LAYOUT NAME: 1229-001_STRM E4 & E5 - C3.02 DATE: Jan 31, 2017 - 12:40pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_STRM_LEG]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL
D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE.
8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH
WITH SURROUNDING GRADE PRIOR TO LANDSCAPING.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER.
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
STORM LINE E4
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
C3.02
PLAN AND PROFILE
STORM LINES E4 AND E5 B. Mathisen
B. Mathisen
1"=30'
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
GRAPHIC SCALE:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
7
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM LINE E5
/ /
/ / / / / / / / / / / / /
/ / /
/ / / / / / / / /
/ / / / /
/ /
/ / / /
/ /
/ / / / / /
/ / / /
/ / / /
/ / / / /
/ / / / / / / / / / / / / /
/ / / /
/
/ / / /
/ / / / / /
H
Y
D
W W
W
W
W
W
FES E1 (15'' HDPE)
STA 10+00.00
N: 107580.10
E: 195490.73
29.50 LF 15" HDPE @ 2.00%
WQ MH E4
STA 10+79.12
N: 107599.55
E: 195566.40
MH E7
STA 12+34.91
N: 107599.55
E: 195722.20
MH E12
STA 14+13.18
N: 107777.81
E: 195722.32
25.51 LF
15" HDPE
@ 6.00%
44.89 LF 15" HDPE @ 6.00%
64.14 LF
15" HDPE
@ 2.00%
INLET E13
STA 14+77.32
N: 107811.39
E: 195667.67
EAST POND
(SEE SHEET C4.01
FOR MORE DETAIL)
STORM LINE E4
(SEE SHEET C3.02)
STORM LINE E5
(SEE SHEET C3.02)
ROOF DRAIN
(SEE SHEET C3.00)
ROOF DRAIN
(SEE SHEET C3.00)
JUNCTION E5
STA 10+00.00
N: 107595.38
E: 195687.34
5.00 LF 15" HDPE @ 6.00%
64.98 LF 15" HDPE @ 3.60%
RD E9
STA 13+37.95
N: 107702.58
E: 195722.27
RD E11
STA 13+48.20
N: 107712.83
E: 195722.27
RD E8
STA 12+93.06
N: 107657.70
E: 195722.24
DROP MH E2
STA 10+29.50
N: 107590.24
E: 195518.43
27.04 LF 15" HDPE @ 7.00%
100-YR MH E3
STA 10+56.54
N: 107599.53
E: 195543.82
10.28 LF 15" HDPE @ 6.85%
6'' WYE CONNECTION
STA 10+66.82
N: 107599.54
E: 195554.10
12.30 LF 15" HDPE @ 6.85%
ROOF DRAIN
(SEE SHEET C3.00)
4.42 LF 8" PVC @ 0.20% (TYP.)
JUNCTION E10
STA 13+42.95
N: 107707.58
E: 195722.27
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+50 10+00 11+00 12+00 13+00 14+00 15+00
WQ MH E4
STA 10+79.12
FL. EL 5016.3±
INV. IN 5009.09 (E)
INV. IN 5009.09 (N)
INV. IN 5009.95 (S)
INV. OUT 5009.09 (W)
MH E7
STA 12+34.91
RIM 5022.3±
INV. IN 5010.88 (N)
INV. OUT 5010.88 (W)
RD E8
STA 12+93.06
FL. EL 5024.1±
INV. IN 5014.37 (N)
INV. IN 5014.37 (W)
INV. OUT 5014.37 (S)
MH E12
STA 14+13.18
RIM 5025.7±
INV. IN 5020.02 (NW)
INV. IN 5020.02 (W)
INV. OUT 5020.02 (S)
INLET E13
STA 14+77.32
FL. EL 5025.2±
INV. OUT 5021.30 (SE)
29.50 LF 15" HDPE @ 2.00%
116.53 LF MC-4500 CHAMBERS
9.34 LF MC-4500 CHAMBERS
25.51 LF 15" HDPE @ 6.00%
44.89 LF 15" HDPE @ 6.00%
64.14 LF 15" HDPE @ 2.00%
PROPOSED
GROUND
EXISTING
GROUND
5004.33
5016.52
5016.21
5016.78
5018.14
5019.43
5020.67
5021.25
5021.73
5022.98
5023.70
5024.22
5024.74
5025.09
5025.35
5025.61
5026.25
5025.68
5025.25
PROPOSED
GROUND EXISTING
GROUND
FES E1 (15'' HDPE)
STA 10+00.00
INV. 4998.93 (E)
6" PVC SANITARY SERVICE
STA.=12+24.73
INV.=5013.71
\A1;SUBGRADE 28.32" 28.32"
100-YR MH E3
STA 10+56.54
RIM 5016.4±
INV. IN 5007.54 (E)
INV. OUT 5004.40 (W)
DROP MH E2
STA 10+29.50
RIM 5006.9±
INV. IN 5002.51 (E)
INV. OUT 4999.52 (W)
RD E9
STA 13+37.95
RIM 5025.0±
INV. IN 5017.06 (N)
INV. IN 5017.06 (W)
INV. OUT 5017.06 (S)
JUNCTION E10
STA 13+42.95
RIM 5025.0±
INV. IN 5017.36 (N)
INV. IN 5017.36 (W)
INV. OUT 5017.36 (S)
RD E11
STA 13+48.20
RIM 5025.1±
INV. IN 5017.68 (N)
INV. IN 5017.68 (W)
INV. OUT 5017.68 (S)
5.00 LF 15" HDPE @ 6.00%
5.25 LF 15" HDPE @ 6.00%
64.98 LF 15" HDPE @ 3.60%
58.15 LF 15" HDPE @ 6.00%
27.04 LF 15" HDPE @ 7.00%
10.28 LF 15" HDPE @ 6.85%
12.30 LF 15" HDPE @ 6.85%
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Strm\1229-001_STRM.dwg LAYOUT NAME: 1229-001_STRM E - C3.01 DATE: Jan 31, 2017 - 12:40pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [NES-xborder] [1229-001_STRM_LEG]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR
RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL
D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE.
8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH
WITH SURROUNDING GRADE PRIOR TO LANDSCAPING.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER.
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING ELECTRIC E
PROPOSED STORM INLET
STORM LINE E
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
C3.01
PLAN AND PROFILE
STORM LINE E B. Mathisen
B. Mathisen
1"=30'
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
6
DRAIN BASIN E10.1
(SEE SHEET C3.00)
W W W W W W W W W W W
T
T
T
T T T T T T T
T
T
T
T T T T T T T T T T
T T T
T T T T T T T
T
T
T
T T T T T T
T T T T
FO
FO
FO FO FO FO
FO FO
FO FO FO FO FO
FO FO FO FO FO FO
FO FO
G
G
SS
SS SS SS SS
/ / / / / / / / / / / / / / /
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/ / / /
H
Y
D
W W
W
W
W
W
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
LOT 26
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
ELECTRIC TRANSFORMER
ELECTRIC METER
PROPOSED ELECTRIC VAULT
PROPOSED FIRE
HYDRANT ASSEMBLY 2" METER
W/ CURB STOP
EXISTING TELEPHONE LINE
EXISTING TELEPHONE LINE
EXISTING TELEPHONE LINE
EXISTING UNDERGROUND
FIBER OPTIC
ELECTRIC METER
ELECTRIC TRANSFROMER
ELECTRIC SERVICE (TYP.)
GAS METER
GAS METER
EXISTING TELEPHONE LINE
EXISTING GAS
EXISTING 18" RCP
TOP= 5023.34
EXISTING 18" RCP
TOP= 5023.67
2" DOMESTIC
WATER SERICE
45° BEND W/ TB
N: 107738.40
E: 195468.38
12" X 6" SWIVEL TEE
1 - 6" GV (S)
N: 107809.79
E: 195264.59
MAIL CREEK FLOODWAY
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
EXISTING STORM
CULVERT
30' EMERGENCY
ACCESS EASEMENT
12" X 6" WET TAP
1 - 6" GV (S)
N: 107805.09
E: 195469.71
6" DOMESTIC
FIRE SERVICE
EXISTING FIRE HYDRANT
CAP EXISTING 18" RCP
15' UTILITY EASEMENT
50' DRAINAGE
EASEMENT
PROPOSED CONCRETE CULVERT
20.98 LF
6" PVC
CITY FLOODPLAIN
TOP OF BANK
TOP OF BANK
TOP OF BANK
ABANDON EXISTING
24" PIPE
FURTHER COORDINATION
WITH CITY AND UTILITY PROVIDERS
TO DETERMINE PLACEMENT
30' DRAINAGE AND
ACCESS EASEMENT
50' LARIMER COUNTY CANAL
No. 2 IRRIGATION COMPANY
EASEMENT
15' UTILITY EASEMENT
DRAINAGE AND EMERGENCY
ACCESS EASEMENT
30' EMERGENCY ACCESS
EASEMENT
EXISTING SAN MH
RIM=5015.26
INV. IN=5009.51 (E)
INV. IN=5009.59 (N)
INV. OUT=5009.49 (S)
POTHOLE EXISTING
12" WATER LINE
(CONTRACTOR TO MAINTAIN
18" MIN. CLEARANCE BETWEEN
STORM SEWER & WATER MAIN.
SEE NOTE 9)
12" X 6" SWIVEL TEE
1 - 6" GV (S)
N: 107813.33
E: 195110.40
PROPOSED FIRE
HYDRANT ASSEMBLY
9.47 LF
6" PVC
EXISTING SS MANHOLE
RIM TO BE ADJUSTED
TO FINISH GRADE
INV. IN=5013.27 (N)
INV. OUT=5013.07 (E)
FG=5021.06
205.59 LF 8" PVC @ 0.50%
75.05 LF 6" PVC @ 2.00%
EXISTING 12" WATER LINE
EXISTING 12" WATER LINE
11.74 LF 6" HDPE @ 5.00%
10' DRAINAGE
EASEMENT
RD CONNNECTION W5
INV. IN=5021.28 (N)
INV. OUT=5016.95 (S)
FG=5026.74
29.22 LF 8" PVC @ 0.50%
45° BEND W6
INV. IN=5021.43 (NE)
INV. OUT=5021.43 (S)
FG=5028.06
7.18 LF 8" PVC @ 0.50%
45° BEND W7
INV. IN=5021.46 (E)
INV. OUT=5021.46 (SW)
FG=5028.28
22.89 LF 8" PVC @ 0.50%
9.14 LF 6" PVC @ 5.00%
76.71 LF 8" PVC @ 0.50% 50.42 LF 8" PVC @ 0.50%
RD W9
INV. IN=5021.96 (E)
INV. IN=5021.96 (S)
INV. OUT=5021.96 (W)
FG=5028.61
7.00 LF 6" PVC @ 5.00%
RD W10
INV. IN=5022.21 (E)
INV. IN=5022.21 (S)
INV. OUT=5022.21 (W)
FG=5028.34
85.84 LF 8" PVC @ 0.50%
7.00 LF 6" PVC @ 5.00%
RD W11
INV. IN=5022.64 (E)
INV. IN=5022.64 (SW)
INV. OUT=5022.64 (W)
FG=5027.49
12.92 LF 6" PVC @ 5.00%
37.04 LF 8" PVC @ 0.50%
RD W12
INV. IN=5022.82 (E)
INV. IN=5022.82 (S)
INV. OUT=5022.83 (W)
FG=5027.25
9.14 LF 6" PVC @ 5.00%
76.71 LF 8" PVC @ 0.50%
RD W13
INV. IN=5023.21 (E)
INV. IN=5023.21 (S)
INV. OUT=5023.21 (W)
FG=5026.95
7.00 LF 6" PVC @ 5.00%
50.45 LF 8" PVC @ 0.50%
RD W14
INV. IN=5023.46 (S)
INV. OUT=5023.46 (W)
FG=5026.68
7.00 LF 6" PVC @ 5.00%
76.71 LF 8" PVC @ 0.50%
RD W8
INV. IN=5021.58 (E)
INV. IN=5021.58 (S)
INV. OUT=5021.58 (W)
FG=5028.73
12" X 2" WET TAP
N: 107805.49
E: 195452.34
FOR STORMTECH INSTALLATION
(SEE SHEET C4.01)
FOR STORMTECH INSTALLATION
(SEE SHEET C4.01)
11.61 LF 6" HDPE @ 5.00%
11.60 LF 6" HDPE @ 5.00%
11.51 LF 6" HDPE @ 5.00%
STORM LINE E
(SEE SHEET C3.01)
STORM LINE W
(SEE SHEET C3.03)
STORM LINE E5
(SEE SHEET C3.02)
STORM LINE E4
(SEE SHEET C3.02)
13.73 LF 6" HDPE @ 5.00%
RD E4.1.8
INV. IN=5018.06 (N)
INV. OUT=5018.06 (E)
FG=5021.71
49.08 LF 8" PVC @ 3.70%
RD E4.1.7
INV. IN=5016.24 (W)
INV. IN=5016.24 (N)
INV. OUT=5016.24 (E)
FG=5019.31
8.28 LF 6" HDPE @ 5.00%
28.42 LF 8" PVC @ 3.70%
RD E4.1.6
INV. IN=5015.19 (W)
INV. IN=5015.19 (N)
INV. OUT=5015.19 (E)
FG=5018.11
8.28 LF 6" HDPE @ 5.00%
77.49 LF 8" PVC @ 3.70%
RD E4.1.5
INV. IN=5012.32 (W)
INV. IN=5012.32 (N)
INV. OUT=5012.32 (E)
FG=5015.23
11.59 LF 6" HDPE @ 5.00%
15.51 LF 8" PVC @ 0.50%
RD E4.1.4
INV. IN=5012.24 (W)
INV. IN=5012.24 (N)
INV. OUT=5012.24 (E)
FG=5015.75
12.26 LF 6" HDPE @ 5.00%
113.18 LF 8" PVC @ 0.50%
RD E4.1.3
INV. IN=5011.68 (W)
INV. IN=5011.68 (N)
INV. OUT=5011.68 (E)
FG=5017.85
10.26 LF 6" HDPE @ 5.00%
10.26 LF 6" HDPE @ 5.00%
10.65 LF 8" PVC @ 10.00%
66.77 LF 8" PVC @ 10.00%
RD TEE E4.1.1
INV. IN=5009.99 (E)
INV. IN=5009.99 (W)
INV. OUT=5009.17 (S)
FG=5017.65
12.26 LF 6" HDPE @ 5.00%
66.77 LF 8" PVC @ 10.00%
RD E4.1.9
INV. IN=5016.67 (E)
INV. IN=5016.67 (N)
INV. OUT=5016.67 (W)
FG=5019.92
28.42 LF 8" PVC @ 7.00%
RD E4.1.10
INV. IN=5018.66 (N)
INV. OUT=5018.66 (W)
FG=5021.34
10.26 LF 6" HDPE @ 2.32%
RD E4.1.2
INV. IN=5011.06 (W)
INV. IN=5011.06 (N)
INV. OUT=5011.06 (E)
FG=5017.54
STORM LINE E
(SEE SHEET C3.01)
SCOUR STOP
SCOUR STOP
10.33 LF 8" PVC @ 10.00% JUNCTION E10
INV. IN=5017.36 (N)
INV. IN=5017.36 (W)
INV. OUT=5017.36 (S)
FG=5025.04
DRAIN BASIN E10.1
INV. OUT=5018.40 (E)
FG=5023.58
EXTENSION OF UNDERGROUND
10'x30' CONCRETE BOX CULVERT
10' DRAINAGE
EASEMENT
15' UTILITY
EASEMENT
15' UTILITY
EASEMENT
GAS SERVICE (TYP.)
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Util\1229-001_UTIL.dwg LAYOUT NAME: 1229-001_UTIL - C3.00 DATE: Jan 31, 2017 - 12:39pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xSITE] [1229-001_xEXST] [NES-xborder] [1229-001_UTIL_LEG] [1229-001_xPutil]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
H
Y
D
PROPOSED LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W
S
O
E
G
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED CURB STOP & METER PIT
W
PROPOSED RESIDENTIAL WATER SERVICE
(SEE UTILITY DETAIL SHEETS)
PROPOSED ELECTRIC TRANSFORMER
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. ALL WATER CONSTRUCTION SHALL BE PER THE FORT COLLINS-LOVELAND WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SANITARY CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
10. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER
SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND
CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
11. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER.
12. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
13. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
14. CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE
AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER
CONTRACTOR.
15. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO
CONFLICTS WITH OTHER UTILITIES.
16. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE BUFFER ZONE.
17. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES
AND THE NATURAL FEATURES INTO THE FUTURE.
18. THE BORING CONTRACTOR UNDERSTANDS AND AGREES TO MAKE ALL DEFLECTIONS
NECESSARY TO ENSURE ALL GOVERNING CRITERIA FOR MINIMUM SPACING AND
COVER REQUIREMENTS ARE MAINTAINED. THE RESPONSIBILITY FOR A PROPER
INSTALLATION AND CONFORMANCE TO ALL APPLICABLE REGULATIONS FALLS
SOLELY UPON THE BORING CONTRACTOR.
F
APPROXIMATE LIMITS OF DEVELOPMENT LOD
TOP OF BANK
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
C3.00
UTILITY PLAN
B.Mathisen
B. Mathisen
1"=30'
5
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
/ / / / / / /
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/ / / / / / / / / / /
/ / / / / / / / / / / / / / /
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/
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/ / / / /
H
Y
D
BIKE RACK
(TYP.)
BIKE RACK
(TYP.)
BIKE RACK
(TYP.)
BIKE RACK
(TYP.)
BIKE RACK
(TYP.)
15' UTILITY
EASEMENT
"RIGHT LANE MUST
TURN" SIGN
"RIGHT LANE MUST
TURN" SIGN
50' DRAINAGE
EASEMENT
N:107565.65
E:195533.75
N:107560.65
E:195528.75
N:107585.09
E:195528.74
N:107590.09
E:195533.74
N:107585.09
E:195521.24
N:107590.09
E:195526.24
N:107609.45
E:195521.24
N:107609.45
E:195526.24
N:107626.95
E:195503.74
N:107631.95
E:195503.74
N:107626.95
E:195450.82
N:107631.95
E:195455.82
N:107637.82
E:195359.88
N:107637.82
E:195258.63
N:107661.32
E:195235.13
N:107675.26
E:195235.13
N:107681.10
E:195211.14
N:107709.33
E:195211.05
N:107790.83
E:195199.46
N:107801.80
E:195170.48
N:107801.83
E:195127.47
N:107796.68
E:195121.42
N:107651.59
E:195258.65
N:107707.84
E:195256.66
N:107777.59
E:195256.74
N:107777.59
E:195460.57
N:107777.59
E:195506.75
N:107777.59
E:195710.58
N:107651.59
E:195708.67
N:107651.59
E:195633.17
N:107714.18
N:107714.18 E:195672.13
E:195545.21
N:107676.68
E:195573.38
N:107676.68
E:195643.96
N:107652.59
E:195508.65
N:107652.59
E:195458.65
N:107651.59
E:195561.64 N:107651.59
E:195584.08
N:107651.59
E:195383.15
N:107676.68
E:195393.95
N:107714.18
E:195422.11
N:107676.68
E:195323.36
N:107714.18
E:195295.20
N:107651.59
E:195334.15
8' SIDEWALK
8' SIDEWALK
8' SIDEWALK
HANDICAP
17' (TYP.) PARKING SIGN
15' UTILITY
DRAINAGE AND EASEMENT
EMERGENCY ACCESS
EASEMENT
9'
9' (TYP.)
17' (TYP.)
30' EMERGENCY
ACCESS EASEMENT
30' EMERGENCY
ACCESS EASEMENT
6' SIDEWALK
18" VERTICAL
CURB AND GUTTER
30" VERTICAL
CURB AND GUTTER
6' BIKE LANE
12' TURN LANE
18" OUTFALL
CURB AND GUTTER
9' (TYP.)
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
EXISTING "FIRE
LANE" SIGN
EXISTING "FIRE
LANE" SIGN
EXISTING "FIRE
LANE" SIGN
B
B
C
T T
T T
1 1
1
3
3
2
2 2
3 3
"FIRE LANE
NO PARKING"
SIGN
INTERIOR COURTYARD
(SEE LANDSCAPE PLANS)
INTERIOR COURTYARD
(SEE LANDSCAPE PLANS)
RISERS
(SEE ARCHITECTURAL PLANS)
RISERS
(SEE ARCHITECTURAL PLANS)
6" EXPOSED BACK
OF CURB
END EXPOSED B.O.C
N:107517.49
E:195659.65
START EXPOSED B.O.C
N:107543.77
E:195718.65
T
"EMERGENCY
ACCESS ONLY"
SIGN
15' TRAVEL
LANE
13' TRAVEL
LANE
RAISED
CROSSWALK
STRUCTURAL WALL
(BY OTHERS)
STRUCTURAL WALL
(BY OTHERS)
STRUCTURAL WALL
(BY OTHERS)
FENCE
(SEE LANDSCAPE PLANS)
FENCE
(SEE LANDSCAPE PLANS)
3
2
40' ROLL OVER
CURB AND GUTTER
W/ 5' TRANSITION
40' ROLL OVER
CURB AND GUTTER
W/ 5' TRANSITION
10' DRAINAGE
10' DRAINAGE EASEMENT
EASEMENT
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
LENGTH
11.80'
72.00'
14.00'
0.85'
24.00'
0.85'
14.00'
72.00'
11.80'
0.56'
12.00'
90.00'
12.00'
16.85'
29.96'
0.90'
14.00'
18.00'
BEARING
N90°00'00.00"E
S00°00'00.00"E
N90°00'00.00"W
S00°00'00.00"E
N90°00'00.00"W
N00°00'00.00"E
N90°00'00.00"W
N00°00'00.00"E
N90°00'00.00"E
N90°00'00.00"W
S00°00'00.00"E
N90°00'00.00"W
N00°00'00.00"E
N90°00'00.00"W
N00°00'00.00"E
N90°00'00.00"E
N00°00'00.00"E
N89°57'30.13"E
LINE TABLE
LINE
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
LENGTH
14.97'
1.00'
26.28'
26.28'
0.98'
15.00'
22.10'
117.00'
54.79'
11.94'
6.89'
52.27'
4.57'
4.57'
142.75'
78.50'
1.94'
6.86'
BEARING
S00°00'00.00"E
N90°00'00.00"E
N00°00'00.00"E
S00°00'00.00"E
N90°00'00.00"E
N00°00'00.00"E
N90°00'00.00"W
N90°00'00.00"E
N90°00'00.00"W
S00°00'00.00"E
N90°00'00.00"W
S00°04'27.55"W
S89°55'32.45"E
N89°55'32.45"W
N00°04'28.03"E
S00°04'27.30"W
N00°00'00.00"E
S89°56'02.03"E
LINE TABLE
LINE
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
LENGTH
17.50'
17.51'
16.20'
16.21'
16.57'
16.58'
9.15'
4.14'
8.00'
4.14'
16.60'
9.14'
16.60'
16.30'
16.31'
17.67'
17.67'
17.68'
BEARING
N00°00'00.00"E
S00°00'00.00"E
N00°00'00.00"E
S00°00'00.00"E
N00°00'00.00"E
S00°00'00.00"E
S89°56'51.69"E
S00°03'08.31"W
S89°56'51.69"E
N00°03'08.31"E
S00°00'00.00"E
S89°56'51.69"E
N00°00'00.00"E
S00°00'00.00"E
N00°00'00.00"E
S00°00'00.00"E
N00°00'00.00"E
S00°00'00.00"E
LINE TABLE
LINE
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
LENGTH
528.73'
17.72'
17.73'
17.73'
16.43'
16.44'
625.12'
16.80'
16.80'
9.17'
4.37'
8.00'
4.37'
9.12'
16.83'
16.83'
16.53'
16.53'
BEARING
S89°56'51.69"E
N00°00'00.00"E
N00°00'00.00"E
S00°00'00.00"E
S00°00'00.00"E
N00°00'00.00"E
N89°56'51.69"W
S00°00'00.00"E
N00°00'00.00"E
N89°56'51.69"W
N00°03'08.31"E
N89°56'51.69"W
S00°03'08.31"W
N89°56'51.69"W
S00°00'00.00"E
N00°00'00.00"E
S00°00'00.00"E
N00°00'00.00"E
LINE TABLE
LINE
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
LENGTH
18.09'
17.90'
19.53'
19.53'
71.31'
124.93'
8.99'
5.28'
53.04'
49.03'
110.92'
110.94'
13.02'
30.00'
22.28'
22.28'
72.35'
4.61'
BEARING
S00°00'00.00"E
N00°00'00.00"E
N72°33'01.94"W
N72°33'01.94"W
N89°56'51.69"W
N87°40'50.85"W
N90°00'00.00"W
N90°00'00.00"W
N04°21'58.75"W
N04°21'58.75"W
N00°00'00.00"E
S00°00'00.00"E
N90°00'00.00"W
N90°00'00.00"E
N00°00'00.00"E
N00°00'00.00"E
N90°00'00.00"W
N00°00'00.00"E
LINE TABLE
LINE
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
LENGTH
28.61'
28.90'
4.51'
4.85'
23.00'
2.59'
6.30'
45.08'
50.00'
6.30'
23.00'
4.85'
16.13'
6.00'
7.08'
9.42'
2.28'
10.24'
BEARING
S89°59'15.56"W
N90°00'00.00"W
S00°00'32.88"W
S00°04'29.07"E
N90°00'00.00"E
S00°00'00.00"E
S00°00'00.00"E
N89°59'59.92"W
N90°00'00.00"E
N00°00'00.00"E
N90°00'00.00"E
N00°00'00.00"E
N00°00'00.00"E
N90°00'00.00"W
S06°23'13.39"E
S89°25'06.01"W
S06°23'13.39"E
S86°24'38.70"E
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
DELTA
90°22'53"
81°35'10"
98°10'48"
90°00'00"
90°00'00"
98°10'48"
81°49'12"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
94°18'52"
85°41'08"
89°55'32"
90°04'28"
90°00'00"
90°00'00"
RADIUS
10.00'
25.00'
5.00'
3.00'
3.00'
5.00'
25.00'
5.00'
5.00'
3.00'
2.00'
2.00'
2.00'
2.00'
5.00'
25.00'
3.00'
3.00'
3.00'
3.00'
LENGTH
15.77'
35.60'
8.57'
4.71'
4.71'
8.57'
35.70'
7.85'
7.85'
4.71'
3.14'
3.14'
3.14'
3.14'
8.23'
37.39'
4.71'
4.72'
4.71'
4.71'
BEARING
N45°02'35"W
S48°58'23"W
S40°54'36"E
S45°00'00"W
N45°00'00"W
N40°54'36"E
N49°05'24"W
S45°00'00"W
N45°00'00"W
N45°00'00"E
S45°00'00"E
N45°00'00"E
S45°00'00"E
N45°00'00"E
S47°09'26"E
N42°50'34"E
S45°02'14"W
N44°57'46"W
S44°55'32"E
S45°04'28"W
CHORD
14.19'
32.67'
7.56'
4.24'
4.24'
7.56'
32.74'
7.07'
7.07'
4.24'
2.83'
2.83'
2.83'
2.83'
7.33'
34.00'
4.24'
4.25'
4.24'
4.24'
CURVE TABLE
CURVE
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
DELTA
90°04'28"
89°59'30"
89°56'52"
17°23'50"
17°23'50"
17°23'50"
17°23'50"
90°00'00"
90°00'00"
6°48'37"
6°49'35"
89°11'05"
0°49'54"
82°57'52"
90°00'00"
93°34'00"
121°23'57"
95°48'19"
RADIUS
3.00'
3.00'
20.00'
40.00'
48.00'
40.00'
32.00'
15.00'
21.00'
410.00'
422.00'
3.00'
416.00'
18.00'
25.00'
5.00'
10.00'
5.00'
LENGTH
4.72'
4.71'
31.40'
12.15'
14.57'
12.15'
9.72'
23.56'
32.99'
48.73'
50.28'
4.67'
6.04'
26.06'
39.27'
8.17'
21.19'
8.36'
BEARING
S44°57'46"E
N45°04'13"E
N44°58'26"W
N81°14'57"W
N81°14'57"W
N81°14'57"W
N81°14'57"W
N45°00'00"W
N45°00'00"W
N86°35'42"W
N86°36'11"W
S44°35'32"E
S89°36'02"E
N74°41'33"E
N45°00'00"W
S43°13'00"E
S12°55'38"W
S41°30'56"W
CHORD
4.25'
4.24'
28.27'
12.10'
14.52'
12.10'
9.68'
21.21'
29.70'
48.70'
50.25'
4.21'
6.04'
23.85'
35.36'
7.29'
17.44'
7.42'
N:107796.68
E:195121.42
47' ROLL OVER
CURB AND GUTTER
W/ 5' TRANSITION
8' SIDEWALK
"RIGHT LANE MUST
TURN" SIGN
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Site\1229-001_HORZ.dwg LAYOUT NAME: 1229-001_HORZ - C2.00 DATE: Jan 31, 2017 - 12:50pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder] [1229-001_xEXST] [1229-001_xPutil] [1229-001_xSITE] [1229-001_HORZ_LEG]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
C2.00
HORIZONTAL CONTROL PLAN
B. Mathisen
B. Mathisen
1"=30'
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER.
3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD.
4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING,
SCORING, ETC.
NOTES:
STANDARD ACCESS RAMP
CORNER LOCATION ACCESS RAMP
C
A
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP (FLARE OPTION) B
X' PAN PX
30" VERTICAL CURB AND GUTTER
TRANSITION CURB AND GUTTER
18" OUTFALL CURB AND GUTTER
1
2
T
CONCRETE PAVING
PRIVATE HEAVY-DUTY PAVING
EXPOSED BACK OF CURB
OUTFALL CURB AND GUTTER
TRANSITION BETWEEN INFLOW AND OUTFALL T
PRIVATE LIGHT-DUTY PAVING
18" INFLOW CURB AND GUTTER 3
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
BUS STOP
SEE ABOVE
SEE BELOW
4
T
T T T
T T T T
T
T
T
T T T
T T T
T T T T
T
T T
T T T
T T
T T
T
T
T
T
T T
T T
T
T T
T
T
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO
FO FO
FO
FO FO FO FO FO FO FO
G
G
SS
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20' WIDE FORT COLLINS -
LOVELAND WATER
DISTRICT EASEMENT
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EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
LOT 26
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
CITY FLOODPLAIN
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PRESERVE & PROTECT
EXISTING CONCRETE BOX
CULVERT OUTLET AND
DRAINAGE STRUCTURE
PRESERVE AND PROTECT
EXISTING RIPRAP CHANNEL
PRESERVE & PROTECT
EXISTING TREES
EDGE OF SCRUB TREES. CLEAR & GRUB VEGETATION AS
NECESSARY WHILE PRESERVING SLOPE PER GRADING,
EROSION CONTROL, AND LANDSCAPING PLANS.
PRESERVE & PROTECT
EXISTING TREES
PRESERVE & PROTECT
EXISTING TREES
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT SIGN
PRESERVE &
PROTECT SIGN
PRESERVE &
PROTECT SIGN
REMOVE SIGN
REMOVE CURB & GUTTER
PRESERVE & PROTECT
CONCRETE WALL
PRESERVE & PROTECT
STEEL STRUCTURE
PRESERVE &
PROTECT SIGN
EXISTING SANITARY
SEWER MH
RIM: 5019.78
INV. IN: 5013.27 (W)
INV. OUT: 5013.07 (E)
EXISTING SANITARY SEWER
MH
RIM: 5015.26
INV. IN: 5009.51 (8" PVC - E)
INV. IN: 5009.59 (8" PVC - N)
INV. OUT: 5009.49 (8" PVC - S)
REMOVE FENCE
RELOCATE PHONE PEDESTAL
(SEE UTILITY PLANS)
REMOVE TREE
RELOCATE ELECTRIC
VAULT (SEE UTILITY PLANS)
EXISTING CURB
AND GUTTER
TO BE REMOVED
EXISTING 18" RCP
TOP= 5023.67
TO BE CAPPED
EXISTING 18" RCP
TOP= 5023.34
TO BE CAPPED
REMOVE
40.42 LF 24"
RCP @ 0.32%
REMOVE WALL
EXISTING CURB
AND GUTTER
TO BE REMOVED
EXISTING IRRIGATION DITCH
TO BE REMOVED
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE REMOVED AND CAPPED AT MAIN
EXISTING UNDERGROUND
TELEPHONE LINE EXISTING FIBER OPITC
EXISTING PHONE PEDESTAL
DRY UTILITY VAULT
RELOCATIONS TO BE COORDINATED
WITH CITY AND UTILITY PROVIDER
TOP OF BANK
TOP OF BANK
TOP OF BANK
± 6530 SQ. FT
ASPHALT REMOVAL
EXISTING IRRIGATION
CONTROL TO BE RELOCATED
BASIS OF BEARING:
(M) S89°56'52"E (R) N89°52'E
(M) S89°56'52"E 634.75'
(R) N89°52'E 635.03'
(M) S00°04'28"W 419.86'
(R) N00°08'19"W
(M) N54°53'34"W 331.94'
(R) S55°06'25"E
(M) N82°16'40"W 312.59'
(R) S82°27'47"E
(M) N01°01'40"E 266.17'
(R) N00°51'W
UTILITY EASEMENT
(M) S36°16'28"W
97.48'
(R) N36°05'20"E
EX. 12" WATER
EX. 12" WATER
MAIL CREEK FLOODWAY
LARIMER COUNTY DITCH #2
SAW CUT
SAW CUT
30' EMERGENCY ACCESS
EASEMENT
/ / / / /
/
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REMOVE ±24 LF OF
SANITARY SEWER STUB
SAW CUT
± 7580 SF OF
ASPHALT SAW CUT
EXISTING IRRIGATION
CONTROL TO BE RELOCATED
EXISTING IRRIGATION
CONTROL TO BE RELOCATED
RELOCATE LIGHT POLE
RELOCATE
TELEPHONE
PEDESTALS
VAULT
F.O.
VAULT
ELEC
H
Y
D
T
T
T
T
T
FO
G
G
± 1000 SQ. FT.
ASPHALT REMOVAL
± 136.77' LF
OF CURB AND GUTTER REMOVAL
EXISTING FH
TO BE RELOCATED
RELOCATION OF DRY UTILITIES
TO BE COORDINATED WITH THE CITY
AND UTILITY PROVIDERS
EXISTING STRIPING
TO BE REMOVED
SAW CUT
EAST HARMONY ROAD
(PUBLIC ROW VARIES)
115 EAST HARMONY ROAD
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL MW
VAULT
ELEC
H Y
D
CONTROL
IRR
G
EXISTING LOT LINE
EXISTING TREES (TO REMAIN)
EXISTING TREES (TO BE REMOVED)
W
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
C1.00
AND DEMOLITION PLAN
EXISTING CONDITIONS B. Mathisen
B. Mathisen
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\Exist\1229-001_ECON.dwg LAYOUT NAME: C1.00 DATE: Jan 31, 2017 - 12:39pm CAD OPERATOR: blaine
LIST OF XREFS: [1229-001_xTOPO] [1229-001_xADJ] [NES-xborder] [1229-001_xEXST] [1229-001_xSITE]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1229-001
DATE: OCTOBER 30, 2015
EXISTING CONCRETE
EXISTING CURB & GUTTER
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
REMOVE EXISTING ASPHALT PAVEMENT
SAWCUT LINE
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.
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.
7. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
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. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE SHALL BE REMOVED FROM JOINT TO JOINT.
10. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,
SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT
OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ITEMS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
13. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
14. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
EXISTING FIBER OPTIC FO
REMOVE EXISTING STRUCTURE
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3
SEE DETAIL 1
(THIS SHEET)
1
C1.00
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for Brick Stone Apartments dated 02/01/2017 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 Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
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: NAVD88
City of Fort Collins benchmark Y402
Found 235.9' south of the center of Palmer drive, 105' east of the centerline of the northbound lanes of US Highway 287, west of a brick
sign in a 5-inch logo cap.
Elevation=5018.96
City of Fort Collins benchmark 4-08
On the south side of Harmony Rd. at the northwest corner of 625 East Harmony Rd. (Front Range Baptist Church) on the north wall of a
concrete irrigation drop structure.
Elevation=5017.14
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 - 3.20'.
Basis of Bearings
Basis of Bearings is the North line of the Northwest Quarter of Section 1, Township 6 North, Range 69 West of the 6th P.M. as bearing
South 89°56'52" East (assumed bearing).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: N.A.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies
identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Report for Brick Stone Apartments dated 02/01/2017 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 waterlines shall be C900, DR 18 PVC pipe with a minimum 12 gage insulated tracer wire.
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. Water service provided by Fort Collins-Loveland Water District. Sanitary service provided by South Fort Collins Sanitation District.
4. 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.
5. All water fittings and valves are only graphically represented and are not to scale.
6. Minimum depth of cover over water mains shall be 5.0'. maximum cover shall be 6.0'.
7. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer mains, water mains and services.
8. 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 bicycle or vehicle wheel paths.
9. All connections to existing manholes shall be core drilled according to the South Fort Collins Sanitation District standard construction
specifications
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\1229-001_COVR.dwg LAYOUT NAME: C0.01 DATE: Jan 31, 2017 - 12:39pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder] [Ripley Design]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C0.01
CONSTRUCTION NOTES
GENERAL & C. Snowden
B. Mathisen
N.A.
2
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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IITTTTHHHH D
GRIFFITH DDDRRRR DR
E. HARMONY RD.
S. COLLEGE AVE. (US 287)
FEBRUARY 2017 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
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=2000'
SITE ENGINEER
SURVEYOR
PROJECT DATUM: NAVD88
City of Fort Collins benchmark Y402
Found 235.9' south of the center of Palmer drive, 105' east of the centerline of the northbound
lanes of US Highway 287, west of a brick sign in a 5-inch logo cap.
Elevation=5018.96
City of Fort Collins benchmark 4-08
On the south side of Harmony Rd. at the northwest corner of 625 East Harmony Rd. (Front Range
Baptist Church) on the north wall of a concrete irrigation drop structure.
Elevation=5017.14
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 - 3.20'.
Basis of Bearings
Basis of Bearings is the North line of the Northwest Quarter of Section 1, Township 6 North,
Range 69 West of the 6th P.M. as bearing South 89°56'52" East (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 1229-001
Date: October 30, 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
COVER SHEET
C4.01 SUBGRADE PLAN
GENERAL AND CONSTRUCTION NOTES
C0.00
C0.01
C2.00 HORIZONTAL CONTROL PLAN
PRELIMINARY UTILITY PLANS FOR
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
BRICK STONE APARTMENTS ON HARMONY
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
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
C3.03 STORM LINE W PLAN AND PROFILE
Ben Massimino
SEEC Enterprises
P.O. Box 680513
Park City, UT 84068
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Ripley Design, Inc.
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
(970) 224-5828 C5.00 EAST HARMONY ROAD PLAN AND PROFILE
C5.01 EAST HARMONY ROAD PLAN AND PROFILE
No. Revisions:
By: Date:
REVIEWED BY:
N. Hawes
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
02.01.17
PROJECT:
1229-001
Sheet
of 24
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:rojects\1229-001\Dwg\1229-001_COVR.dwg LAYOUT NAME: C0.00 DATE: Jan 31, 2017 - 12:39pm CAD OPERATOR: blaine
LIST OF XREFS: [NES-xborder] [Ripley Design]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
02.01.17
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C0.00
COVER SHEET
B. Mathisen
B. Mathisen
N.A.
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Eric L. Bracke, P.E., P.T.O.E.
ELB Engineering, LLC
5401 Taylor Lane
Fort Collins, CO 80528
(970) 988-7551
TRAFFIC ENGINEER
C6.00-C6.05 CONSTRUCTION DETAILS
C8.01 DRAINAGE EXHIBIT
1
C5.02 EAST HARMONY ROAD CROSS SECTIONS
C5.03 EAST HARMONY ROAD CROSS SECTIONS
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104
WASTEWATER--South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities---------------- Shane Boyle (970) 221-6339
C7.00 EROSION CONTROL PLAN
C1.00 EXISTING CONDITIONS AND DEMOLITION PLAN
C3.00 UTILITY PLAN
C3.01 STORM LINE E PLAN AND PROFILE
C3.02 STORM LINE E4 AND E5 PLAN AND PROFILE
C4.00 GRADING PLAN
C7.01 EROSION CONTROL DETAILS
C8.00 HISTORIC DRAINAGE EXHIBIT