HomeMy WebLinkAboutJOHNSON DRIVE APARTMENTS - PDP - PDP170034 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCENTRE AVE.
RESEARCH BLVD.
COLLEGE AVE. (U.S. 287)
W LAKE ST
BAY RD
JOHNSON DR
DRAKE RD.
PROSPECT RD.
SPRING CREEK DR
STOVER ST
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SEPTEMBER 2017
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:
VICINITY MAP
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C0.00
COVER SHEET
02
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
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ELEC
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X X
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X X
X
X
X
X
X
X
X
FO
FO FO FO
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FO
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G G G G G
G G
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S S
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D
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LEC
C T
VAULT
ELEC
H
Y
D
B M
ELEC
S
D
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SS SS
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SS
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SS
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SS
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Y
D
W
S
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ELEC
D
S
SS
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SS
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FO FO
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FO FO
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E E
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ST
ST
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ST ST
ST
ST
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ST
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S
st
OUTFALL A1
STA 12+21.27
N: 121848.98
E: 194169.36
15'' FES A3
STA 10+00.00
N: 122070.25
E: 194169.36
197.22 LF 18" HDPE @ 0.76%
24.06 LF
18" HDPE
@ 0.71%
st
st
st
st
st
M
H
Y
D
H
Y
D
B M
ST
X
X X X
X
X
X
X
X
X
RISERS
(BY OTHERS)
JOHNSON DRIVE
SPRING COURT
BURLINGTON NORTHERN
RAILWAY AND MAX GUIDEWAY
PORTION OF LOT 3,
BANK CENTER SQUARE
30" VERTICAL
CURB AND GUTTER
30" VERTICAL
CURB AND GUTTER
RAMP
LANDSCAPING WALL
(BY OTHERS)
EXISTING BIKE RAMP
TO REMAIN
FFE=89.50
(87.18)
(88.77)
(88.89)
(89.52)
(96.15)
87.12
87.24
86.26
86.04
84.99
84.84
89.00
88.94
88.94
88.94
88.94
88.81
87.24
87.79
87.75
st
st
M
ELEC
10+50
11+00
11+50
12+00
12+50
JOHNSON DRIVE
SPRING COURT 30" VERTICAL
CURB AND GUTTER
SAWCUT
6' SIDEWALK
RISERS
(BY OTHERS)
6' CROSS PAN
EXISTING RAMP
UNDERGROUND PARKING
ENTRANCE
CONCRETE
CHASE
9'
54' R.O.W
36' -
6' SIDEWALK
RAMP
RAMP
STA.=12+97.06
TIE TO EXISTING
4975
4980
4985
4990
4995
5000
5005
4975
4980
4985
4990
4995
5000
5005
9+75 10+00 11+00 12+00 13+00 13+25
PVI STA = 10+00.00
PVI ELEV = 4984.74
PVI STA = 12+93.32
PVI ELEV = 4987.13
90.0' VC
PVI STA = 12+27.43
PVI ELEV = 4985.88
BCVS: 11+82.43
BVCE: 4985.65
ECVS: 12+72.43
EVCE: 4986.74
A.D. = 1.40
K = 64.22
1.90%
0.50%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
4978
4980
4984
4988
4992
4996
4978
4980
4984
4988
4992
4996
-40 -20 0 20 40
2.41%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4978
4980
4984
4988
4992
4996
4978
4980
4984
4988
4992
4996
-40 -20 0 20 40
1.97%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4978
4980
4984
4988
4992
4996
4978
4980
4984
4988
4992
4996
-40 -20 0 20 40
1.87%
FLOW
LINE
Horizontal Scale 1" = 20'
4975
4980
4985
4990
4995
5000
5005
4975
4980
4985
4990
4995
5000
5005
13+25 13+00 12+00 11+00 10+00 9+75
4984.74
4985.05
4985.37
4985.58
4985.71
4985.84
4985.96
4986.12
4986.33
4986.54
4986.74
4986.95
4987.16
PVI STA = 10+00.00
PVI ELEV = 4984.74
PVI STA = 11+66.17
PVI ELEV = 4986.04
PVI STA = 13+02.14
PVI ELEV = 4987.18
1.25%
0.85%
0.50%
0.83%
st
st
ELEC
VAULT
ELEC
ELEC
JOHNSON DRIVE
SPRING COURT
SAWCUT
30" VERTICAL
CURB AND GUTTER
R50' CUL-DE-SAC
4.5' SIDEWALK
6.' SIDEWALK
RAMP RISERS
(BY OTHERS)
9' UTILITY
EASEMENT
36' -
49' R.O.W
STA.=13+02.15
TIE TO EXISTING
st
st
st
st
st
D
B M
D
ST
X
X X X
X
X
X
X
X
X
JOHNSON DRIVE
SPRING COURT
BURLINGTON NORTHERN
RAILWAY AND MAX GUIDEWAY
PORTION OF LOT 3,
BANK CENTER SQUARE
2' CONCRETE PAN
a1
FFE=89.50
EXISTING DRAINAGE DITCH
EXISTING STORM INLET
EXISTING STORM MH
EXISTING 12" ADS
4:1
9:1
5:1
5:1
4:1
43:1
6:1
7:1
7:1
17:1
5:1
4:1
11:1
6:1
(1.7:1)
(1.7:1)
(1.6:1)
(1.5:1)
(1.5:1)
(1.4:1)
(2.2:1)
BFE=4985.17
BFE=4986.17
BFE=4987.17
100-YEAR FLOODPLAIN
A1
OS1
OW1
ON1
OS2
ow1
os2
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C4.00
DRAINAGE EXHIBIT
LEGEND:
RUNOFF SUMMARY:
PROJECT BOUNDARY
DESIGN POINT
PROPOSED STORM SEWER
EXISTING STORM INLET
PROPOSED CURB & GUTTER
1. REFER TO "PRELIMINARY DRAINAGE REPORT FOR JOHNSON DRIVE APARTMENTS
DATED 09/05/2017" FOR ADDITIONAL INFORMATION
BASE FLOOD ELEVATION (BFE)
EXISTING STORM MANHOLE D
A2
a3
(4:1)
PROPOSED MAJOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SLOPE (RISE:RUN) 4:1
DRAINAGE BASIN MINOR/MAJOR COEFF.
DRAINAGE BASIN ID
EXISTING SLOPE (RISE:RUN)
EXISTING CONCENTRATED FLOW
PROPOSED CONCENTRATED FLOW
PROPOSED OVERLAND FLOW
NOTES:
100-YEAR FLOODPLAIN
EXISTING STORM SEWER ST
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
Q2
(cfs)
Q100
(cfs)
A1 1.668 0.95 1.00 4.52 16.59
OW1 0.093 0.15 0.19 0.04 0.17
OS1 0.301 0.27 0.34 0.24 1.03
OS2 0.260 0.15 0.19 0.09 0.41
ON1 0.481 0.72 0.75 0.66 3.18
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
11
6' PARKWAY
PRIVATE
RAMP
EXISTING 4.5' SIDEWALK
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C3.03
PLAN AND PROFILE
JOHNSON DRIVE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
10
PROFILE SCALE:
LEGEND:
PROPOSED SAWCUT
PROPOSED FINISH GRADE SPOT ELEVATION
FIELD SURVEY BY:
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 AND LOCATION
BOTH HORIZONTAL AND VERTICAL OF ALL UNDERGROUND UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL CONTROL
NETWORK DATUM: NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONTRACTOR SHALL OBTAIN THE MOST CURRENT SOILS AND SUBSURFACE
EXPLORATION REPORT FOR MORE INFORMATION REGARDING PAVEMENT DESIGN,
SUBSURFACE TREATMENT AND COMPACTION.
8. CONTRACTOR SHALL CONFIRM DOORWAY, FOUNDATION WALLS, AND SLOPED
SLABS WITH STAMPED ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
STAKING.
9. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1285-001
DATE: JULY 5TH, 2017
ADDITIONAL TOPO: NOVEMBER 1ST, 2017
EXISTING GROUND SPOT ELEVATION
EXISTING SLOPE (PERCENTAGE)
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING STORM SEWER
PROPOSED MAJOR CONTOUR
PROPOSED STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
(47.45)
17.50
2.0%
(2.0%)
PROPOSED SLOPE (PERCENTAGE)
PROPOSED SLOPE (RISE:RUN) 3:1
ST
Vertical Scale 1" = 2'
12+00
4978
4980
4984
4988
4992
4996
4978
4980
4984
4988
4992
4996
-40 -20 0 20 40
1.30%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
4978
4980
4984
4988
4992
4996
4978
4980
4984
4988
4992
4996
-40 -20 0 20 40
3.07%
4985.8
4984.99
4985.8
4985.24
4986.0
4985.49
4986.1
4985.77
4986.6
4986.35
PROPOSED
EXISTING GRADE
GRADE
PROPOSED
GRADE
EXISTING
GRADE
30" VERTICAL
CURB AND GUTTER
CHEEK WALLS
(BY OTHERS)
6' SIDEWALK
CHEEK WALLS
(BY OTHERS)
30" VERTICAL
CURB AND GUTTER
6' SIDEWALK
PROPOSED
GRADE
EXISTING
GROUND
(0.8%)
(1.2%)
(0.5%)
(-0.1%)
(1.3%)
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C3.02
CROSS SECTIONS
STUART COURT
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
09
LEGEND:
PROPOSED SAWCUT
PROPOSED FINISH GRADE SPOT ELEVATION
FIELD SURVEY BY:
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 AND LOCATION
BOTH HORIZONTAL AND VERTICAL OF ALL UNDERGROUND UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL CONTROL
NETWORK DATUM: NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONTRACTOR SHALL OBTAIN THE MOST CURRENT SOILS AND SUBSURFACE
EXPLORATION REPORT FOR MORE INFORMATION REGARDING PAVEMENT DESIGN,
SUBSURFACE TREATMENT AND COMPACTION.
8. CONTRACTOR SHALL CONFIRM DOORWAY, FOUNDATION WALLS, AND SLOPED
SLABS WITH STAMPED ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
STAKING.
9. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1285-001
DATE: JULY 5TH, 2017
ADDITIONAL TOPO: NOVEMBER 1ST, 2017
EXISTING GROUND SPOT ELEVATION
EXISTING SLOPE (PERCENTAGE)
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING STORM SEWER
PROPOSED MAJOR CONTOUR
PROPOSED STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
(47.45)
17.50
2.0%
(2.0%)
PROPOSED SLOPE (PERCENTAGE)
PROPOSED SLOPE (RISE:RUN) 3:1
ST
4984.74
4984.87
4984.99
4985.12
4985.24
4985.37
4985.49
4985.62
4985.77
4986.01
4986.35
4986.78
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C3.01
PLAN AND PROFILE
SPRING COURT
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
08
PROFILE SCALE:
LEGEND:
PROPOSED SAWCUT
PROPOSED FINISH GRADE SPOT ELEVATION
FIELD SURVEY BY:
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 AND LOCATION
BOTH HORIZONTAL AND VERTICAL OF ALL UNDERGROUND UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL CONTROL
NETWORK DATUM: NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONTRACTOR SHALL OBTAIN THE MOST CURRENT SOILS AND SUBSURFACE
EXPLORATION REPORT FOR MORE INFORMATION REGARDING PAVEMENT DESIGN,
SUBSURFACE TREATMENT AND COMPACTION.
8. CONTRACTOR SHALL CONFIRM DOORWAY, FOUNDATION WALLS, AND SLOPED
SLABS WITH STAMPED ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
STAKING.
9. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1285-001
DATE: JULY 5TH, 2017
ADDITIONAL TOPO: NOVEMBER 1ST, 2017
EXISTING GROUND SPOT ELEVATION
EXISTING SLOPE (PERCENTAGE)
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING STORM SEWER
PROPOSED MAJOR CONTOUR
PROPOSED STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
(47.45)
17.50
2.0%
(2.0%)
PROPOSED SLOPE (PERCENTAGE)
PROPOSED SLOPE (RISE:RUN) 3:1
ST
88.39
88.47
89.00
89.00
89.00
88.06
88.70
88.69
87.65
87.78
87.94
88.60
88.62
89.20
89.22
89.06
89.95
89.95
89.95
95.54
95.43
96.06
95.93
96.28
96.01
95.33
94.64
94.19
93.46
90.11
89.46
87.77
87.45
87.70
87.32
87.69
87.39
(95.76)
(95.81)
(1.8:1)
(1.5:1)
(2.3:1)
(1.9:1)
(1.5:1)
(1.4:1)
(1.4:1)
(1.6:1)
(3.0:1)
(2.6:1)
(3.3:1)
(1.7:1)
(1.7:1)
(2.6:1)
86.19
85.94
85.72
86.19
86.55
86.55
86.88
86.70
85.80
85.85
85.61
85.97
86.79
87.50
87.50
87.14
86.76
88.84
88.84
88.91
88.91
88.89
87.50
89.00
87.33
87.66
97.00
87.50
95.85
91.95
89.84
(89.65)
2' CONCRETE PAN
88.83
88.83
EXISTING RETAINING WALL
TO BE BACK FILLED
CHEEK WALLS
(BY OTHERS)
CHEEK WALLS
(BY OTHERS)
6' SIDEWALK
6' SIDEWALK
RAMP
UNDERGROUND
PARKING ENTRANCE
4' SIDEWALK
SIDEWALK CHASE
87.08
87.39
89.68
94.66
95.10
2' CONCRETE PAN
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C3.00
GRADING PLAN
07
LEGEND:
PROPOSED STORM INLETS
ST
EXISTING STORM MANHOLE
PROPOSED FINISH GRADE SPOT ELEVATION
FIELD SURVEY BY:
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 AND LOCATION
BOTH HORIZONTAL AND VERTICAL OF ALL UNDERGROUND UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL CONTROL
NETWORK DATUM: NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONTRACTOR SHALL OBTAIN THE MOST CURRENT SOILS AND SUBSURFACE
EXPLORATION REPORT FOR MORE INFORMATION REGARDING PAVEMENT DESIGN,
SUBSURFACE TREATMENT AND COMPACTION.
8. CONTRACTOR SHALL CONFIRM DOORWAY, FOUNDATION WALLS, AND SLOPED
SLABS WITH STAMPED ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
STAKING.
9. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1285-001
DATE: JULY 5TH, 2017
ADDITIONAL TOPO: NOVEMBER 1ST, 2017
EXISTING GROUND SPOT ELEVATION
EXISTING SLOPE (RISE:RUN)
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING STORM SEWER
PROPOSED MAJOR CONTOUR
PROPOSED STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
D
(47.45)
17.50
2.0%
(3:1)
PROPOSED SLOPE (PERCENTAGE)
PROPOSED SLOPE (RISE:RUN) 3:1
MH A2
STA 11+97.22
N: 121873.03
E: 194169.36
STORM LINE A2.1
(SEE SHEET C2.00)
JOHNSON DRIVE
EXISTING HEADWALL
EXISTING 36" RCP
4970
4975
4980
4985
4990
4995
5000
5005
4970
4975
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 12+50
197.22 LF 18" HDPE @ 0.76%
OUTFALL A1
STA 12+21.27
INV. 4985.66 (N)
15'' FES A3
STA 10+00.00
INV. 4984.00 (S)
EXISTING GROUND
PROPOSED GRADE
SANITARY SEWER 36" RCP
STA.=11+64.01
INV.=4977.67
EXISTING 6" WATER LINE
STA=11+75.52
INV. ELEV= 4984.55
MH A2
STA 11+97.22
RIM 4989.5±
INV. IN 4985.49 (S)
INV. IN 4985.49 (W)
INV. OUT 4985.49 (N)
24.06 LF
18" HDPE
@ 0.71%
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C2.01
PLAN AND PROFILE
STORM LINE A
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
NOTES:
PROJECT BOUNDARY
PROPOSED STORM SEWER
EXISTING ELECTRIC VUALT
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
S
PROPOSED SEWER SERVICE
PROPOSED WATER SERVICE
W
PROPOSED CURB & GUTTER
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING 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 STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SANITARY CONSTRUCTION SHALL BE PER THE FORT COLLINS 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
9. 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.
10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER.
11. 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.
12. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
13. CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE
AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER
CONTRACTOR.
14. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO
CONFLICTS WITH OTHER UTILITIES.
15. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
EXISTING ELECTRIC E
G
FO
EXISTING STORM SEWER ST
EXISTING FIBER OPTIC
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE S
D
EXISTING GAS
GAS
VAULT
ELEC
06
PROFILE SCALE:
SS
SS
SS SS
SS SS
SS SS
SS SS
SS SS
SS SS
SS
SS
ST
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO
E
E E
E E
E E
E
X
X X X
X X
X
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E E
T
T
T
CTV
CTV
CTV
CTV
FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
G G G G
G
G
W
W
W
W
W
W
W
W
W W W
W
W
W W
W
W
W W
W
W
W
W
W
ST
ST
S
S
W
W F
±42 L.F. OF 1" WATER SERVICE
S00°40'01"W
±28.7L.F. OF 3" WATER SERVICE
N44°47'45"W
±25.1L.F. OF 3" WATER SERVICE
N00°12'15"E
±29 L.F. OF 6" FIRE LINE
N89°47'45"W
3" METER PIT
TRANSFORMER
CABLE AND TELEPHONE
CONNECTION TO BE COORDINATED
WITH UTILITY PROVIDERS
59.57 LF 8" PVC @ 2.00%
56.87 LF 8" PVC @ 2.00%
EXISTING 30" RCP
SANITARY SEWER
EXISTING 6"
WATER LINE
INSTALL 6" SERVICE
WET TAP w/ T.B. (W)
1 - 6" G.V. (W)
N:121814.86
E:194490.37
INSTALL 3" SERVICE
N:121768.38
E:194492.16
INSTALL 1" SERVICE
N:121885.46
E:194413.52
EXISTING 6"
WATER LINE
EXISTING FIRE HYDRANT
EXISTING FIRE
HYDRANT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
EXISTING STORM INLET
INV. OUT= 4982.80
EXISTING 12" ADS
EXISTING
WING WALLS
EXISTING STORM INLET
INV. OUT= 4998.30
JOHNSON DRIVE
SPRING COURT
BURLINGTON NORTHERN
RAILWAY AND MAX GUIDEWAY
PORTION OF LOT 3,
BANK CENTER SQUARE
STORM LINE A
(SEE SHEET C2.01)
8'' SANITARY SERVICE 2
INV. OUT=4978.87 (N)
EXISTING SANITARY MH 3
SERVICE TO BE CORE DRILLED
INV. IN=4977.62 (W)
INV. IN=4977.68 (S)
INV. OUT=4977.68 (E)
EXISTING SANITARY MH 1
INV. IN=4975.40 (W)
INV. IN=4977.17 (S)
INV. OUT=4975.32 (E)
8'' SANITARY SERVICE 1
INV. OUT=4977.00 (N)
INSTALL 8'' SERVICE
INV. IN=4975.86 (W)
INV. IN=4975.86 (S)
INV. OUT=4975.86 (E)
EXISTING SANITARY MH 2
INV. IN=4976.41 (W)
INV. OUT=4976.12 (E)
MH A2
INV. IN=4985.49 (S)
INV. IN=4985.49 (W)
INV. OUT=4985.49 (N)
INLET A2.1
INV. OUT=4985.60 (E)
22.76 LF 12" HDPE @ 0.50%
1" CURB STOP
AND METER PIT
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C2.00
UTILITY PLAN
05
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
NOTES:
PROJECT BOUNDARY
PROPOSED STORM SEWER
EXISTING ELECTRIC VUALT
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
S
PROPOSED SEWER SERVICE
PROPOSED WATER SERVICE
W
PROPOSED CURB & GUTTER
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING 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 STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SANITARY CONSTRUCTION SHALL BE PER THE FORT COLLINS 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
9. 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.
10. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER.
11. 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.
12. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
13. CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE
AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER
CONTRACTOR.
14. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO
CONFLICTS WITH OTHER UTILITIES.
15. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
EXISTING ELECTRIC E
G
FO
EXISTING STORM SEWER ST
EXISTING FIBER OPTIC
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE S
D
EXISTING GAS
GAS
VAULT
ELEC
W
W
W W
W
W W
W
W W W
W
W
G
G
G
E
E
E
FO
FO
FO
FO
G
G
WV
WV
W
WV
S D
S S
H
Y
D
E
LEC
C T
VAULT
ELEC
W
S
O
H
Y
D
W
S
O
W
S
O
W
S
O
W
S
O
W
S
O
GE
VAULT
ELEC
CONTROL
IRR
AC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
G
B M
ELEC
S
CABLE
C
S
D
S
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS
ST
X
E E
E
E
X X
X X X X X
FO
FO
FO
FO
FO
FO FO
FO
FO
FO FO FO
FO FO
FO FO
E
E E
E E
E
E E
E
E
E
E
E
E
X
X X X
X
X
X
X
X
X
X
X X
X X
X
X
X X
X
X X
X
X
X
X X
X X
X
X
X
X
G
G
E
E
X
X
E E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E E
E
E E E
E
E
E
E
E
E
E E
E
E
E
E
E E
T
T
T
CTV
CTV
CTV
CTV
FO FO FO FO
FO
FO
FO
FO FO
FO
FO
FO
G
G
G
G
G G G G
G
G
W
W
W
W
W
W
W
W
W
W W W
W
W
W W
W
W
W W
W
W
W
W
W
X
X
/ /
/
/ /
/
/ / /
/ / / /
/ / / / /
/ / / / /
/ / / / /
/ / / / /
/ / / / /
/ / / / /
/ /
/
/
/ /
/
/ /
/
/
/
/ /
/
/
/
/ / / /
/
/ / / /
/
/ / / /
/
/
/
/ /
/
/
/
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/ /
JOHNSON DRIVE
SPRING COURT
±336 L.F. OF FENCE
TO BE REMOVED
±45 L.F. OF FENCE
TO BE REMOVED
±45 L.F. OF FENCE
TO BE REMOVED
±46 L.F. OF FENCE
TO BE REMOVED
±21 L.F. OF FENCE
TO BE REMOVED
±175 L.F. OF FENCE
TO BE REMOVED
±26 L.F. OF FENCE
TO BE REMOVED
±70 L.F. OF FENCE
TO BE REMOVED
±210 L.F. OF FENCE
TO BE REMOVED
±64 L.F. OF FENCE
TO BE REMOVED
GATE
TO BE REMOVED
±4832 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±6946 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±6946 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±7272 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±3927 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±2075 S.F. OF EXISTING
RESIDENTIAL HOME
TO BE REMOVED
±1276 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±1276 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±1276 S.F. OF EXISTING
STORAGE UNITS
TO BE REMOVED
±21 L.F. OF FENCE
TO BE REMOVED
±10 L.F. OF FENCE
TO BE REMOVED
±54 L.F. OF GAS SERVICE
TO BE REMOVED
GAS METER
TO BE REMOVED
±52 L.F. OF WATER SERVICE
TO BE REMOVED
CURB STOPS (2)
TO BE REMOVED
±26 S.F. OF EXISTING SHED
TO BE REMOVED
±26 S.F. OF EXISTING SHED
TO BE REMOVED
±26 S.F. OF EXISTING SHED
TO BE REMOVED
±26 S.F. OF EXISTING SHED
TO BE REMOVED
±26 S.F. OF EXISTING SHED
TO BE REMOVED
±50 S.F. OF EXISTING SHED
TO BE REMOVED
BACK FLOW PREVENTION
DEVICE TO BE REMOVED
IRRIGATION VAULTS (3)
TO BE REMOVED
±50 L.F. OF FIBER OPTIC
TO BE REMOVED
±50 L.F. OF FIBER OPTIC
TO BE REMOVED
±54 L.F. OF GAS SERVICE
TO BE REMOVED
GAS METER
TO BE REMOVED
±40 L.F. OF ELECTRIC LINE
TO BE REMOVED
±40 L.F. OF ELECTRIC LINE
TO BE REMOVED
ELECTRIC METER
TO BE REMOVED
ELECTRIC METER
TO BE REMOVED
±670 S.F. OF CONCRETE
TO BE REMOVED
±2090 S.F. OF CONCRETE
TO BE REMOVED
±70 S.F. OF CONCRETE
TO BE REMOVED
±74 S.F. OF CONCRETE
TO BE REMOVED
±66 S.F. OF CONCRETE
TO BE REMOVED
±67 S.F. OF CONCRETE
TO BE REMOVED
±70 S.F. OF CONCRETE
TO BE REMOVED
±75 S.F. OF CONCRETE
TO BE REMOVED
±35,720 S.F. OF ASPHALT
TO BE REMOVED
±32 L.F. OF WATER SERVICE
TO BE REMOVED
CURB STOP
TO BE REMOVED
±54 L.F. OF GAS SERVICE
TO BE REMOVED
GAS METER
TO BE REMOVED
±30 L.F. OF WATER SERVICE
TO BE REMOVED
CURB STOP
TO BE REMOVED
±127 L.F. OF ELECTRIC LINE
TO BE REMOVED
±50 L.F. OF ELECTRIC LINE
TO BE REMOVED
(2)±60 L.F. OF GAS SERVICE
TO BE REMOVED
GAS METER
TO BE REMOVED
CURB STOP
TO BE REMOVED
±30 L.F. OF WATER SERVICE
TO BE REMOVED
±44 L.F. OF ELECTRIC LINE
TO BE REMOVED
ELECTRIC METER
TO BE REMOVED
GAS METER
TO BE REMOVED
±122 L.F. OF ELECTRIC LINE
TO BE REMOVED
±47 L.F. OF GAS SERVICE
TO BE REMOVED
±322 L.F. OF SANITARY
SEWER TO BE REMOVED
SIGN
TO BE REMOVED
ELECTRIC LINES (3)
TO BE REMOVED
±127 L.F. ELECTRIC LINE
TO BE REMOVED
MAILBOX
TO BE RELOCATED
LIGHTPOLE
TO REMAIN
BOLLARD (TYP.)
TO BE REMOVED
WATER SERVICE (TYP.)
TO BE REMOVED
RETAINING WALL W/
BARB WIRE FENCE
TO BE REMOVED
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±426 L.F. OF FENCE
TO BE REMOVED
SPEED LIMIT SIGN
TO BE RELOCATED
NO PARKING SIGN
TO BE RELOCATED
BURLINGTON NORTHERN
RAILWAY AND MAX GUIDEWAY
PORTION OF LOT 3,
BANK CENTER SQUARE
6" CLAY SANITARY LINE
TO BE REMOVED
± 6650 S.F.
MILL AND OVERLAY
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
C1.01
DEMOLITION PLAN
04
EXISTING ELECTRIC E
LEGEND:
G
FO
EXISTING STORM SEWER ST
EXISTING FIBER OPTIC
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TREE TO BE REMOVED
FIELD SURVEY BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. CITY ENGINEER AND DISTRICT SHALL BE
NOTIFIED OF ANY POTENTIAL CONFLICTS.
8. PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark S-402
At the junction of West Prospect Road and the Colorado and Southern Railroad, 279.9 ft North
of the centerline of the west bound lanes of the street, 107.0 ft North of the center of a private
drive, 32.5 ft west of the near rail, and 2.3 ft south of a utility pole. Access to the datum point is
through a 5-inch Logo Cap.
Elevation: 4997.54
City of Fort Collins Benchmark 28-92
Southwest corner of West Prospect Road and Centre Avenue, on a water valve pit.
Elevation: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NGVD 29 Unadjusted = NAVD88 - 3.19'
Basis of Bearings
The East line of the Southeast Quarter of Section 11, as bearing North 00° 23' 09"
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1285-001
DATE: JULY 5TH, 2017
ADDITIONAL TOPO: NOVEMBER 1ST, 2017
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
VAULT
ELEC
CONTROL
IRR
GAS
EXISTING TELEPHONE PEDESTAL
S
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
D
EXISTING TREE TO REMAIN
EXISTING CONCRETE TO BE REMOVED
EXISTING STRUCTURE TO BE REMOVED
W
W
W W
W
W W
W
W W W
W
W
G
G
G
E
E
E
FO
FO
FO
FO
G
G
WV
WV
W
WV
S D
S S
H
Y
D
E
LEC
C T
VAULT
ELEC
W
S
O
H
Y
D
W
S
O
W
S
O
W
S
O
W
S
O
W
S
O
GE
VAULT
ELEC
CONTROL
IRR
AC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
G
B M
ELEC
S
CABLE
C
S
D
S
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS
ST
X
E E
E
E
X X
X X X X X
FO
FO
FO
FO
FO
FO FO
FO
FO
FO FO FO
FO FO
FO FO
E
E E
E E
E
E E
E
E
E
E
E
E
X
X X X
X
X
X
X
X
X
X
X X
X X
X
X
X X
X
X X
X
X
X
X X
X X
X
X
X
X
G
G
E
E
X
X
E E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E E
E
E E E
E
E
E
E
E
E
E E
E
E
E
E
E E
T
T
T
CTV
CTV
CTV
CTV
FO FO FO FO
FO
FO
FO
FO FO
FO
FO
FO
G
G
G
G
G G G G
G
G
W
W
W
W
W
W
W
W
W
W W W
W
W
W W
W
W
W W
W
W
W
W
W
X
X
JOHNSON DRIVE
SPRING COURT
METAL FENCE
4.6'x5.6'
METAL SHED
4.6'x5.6'
METAL SHEDS (2)
4.6'x5.6'
METAL SHEDS (2)
WOOD SHED
LIGHT POLE W/
2 HR PARKING SIGN
MAILBOX
TELEPHONE
PEDESTAL
RETAINING WALL
RETAINING WALL
N89°16'04"W 100.12'
N89°16'04"W 100.07'
N89°13'56"W 100.01'
S00°15'01"W 210.00'
5' EASEMENT FOR
CONSTRUCTION AND
MAINTENANCE OF
PUBLIC UTILITIES
6" TILEY WATER LINE
EASEMENT PER
SPRING COURT
SUBDIVISION
10' UTILITY
EASEMENT
BURLINGTON NORTHERN
RAILWAY AND MAX GUIDEWAY
PORTION OF LOT 3,
BANK CENTER SQUARE
CHAIN LINK FENCE
EXISTING STORM INLET
FL= 4998.30
26.13' L.F. 6" CMP
FL= 4997.15
FES 24" RCP
FL= 4997.46
NARROW ROAD
SIGN
WING WALL
WING WALL
N:121565.60
E:194113.34 N:121563.25
E:194305.19
N:121516.42
E:194487.60
N:121519.87
E:194448.10
N:121882.74
E:194489.20
N:121874.60
E:194140.34
N:121886.80
E:194140.56
N:121647.65
E:194113.46
N:121883.91
E:194389.21
WOOD FENCE
WOOD FENCE
WOOD FENCE
MONUMENT SIGN
GATE
GATE
12' INGRESS/
EGRESS EASEMENT
18" ROLL OVER
CURB AND GUTTER
18" ROLL OVER
CURB AND GUTTER
SIDEWALK
(VARIES IN WIDTH)
DRIVEWAY
EXISTING SAN MH
RIM= 4989.10
INV. IN= 4977.62 (W)
INV. OUT= 4977.68 (E)
EXISTING STORM MH
RIM= 4986.92
INV. OUT= 4982.80 (N) 12" ADS
EXISTING SAN MH
RIM= 4986.41
INV. IN= 4978.48 (S)
INV. IN= 4976.41 (W)
INV. OUT= 4976.12 (E)
EXISTING SAN MH
RIM= 4985.85
INV. IN= 4977.17 (S)
INV. IN= 4975.40 (W)
INV. OUT= 4975.32 (E)
EXISTING SAN MH
RIM= 4985.75
BTM= 4975.76
FLOW CONTROL STRUCTURE
EXISTING STORM MH
RIM= XXXX
INV. IN= XXXX
SPEED LIMIT SIGN STOP SIGN
N:121578.93
E:194488.05
MONUMENT SIGN FOR
JOHNSON DRIVE STORAGE
TELEPHONE PEDESTAL
EXISTING SAN MH
RIM= 4991.67
INV. IN= 4984.37 (S)
INV. IN= 4982.37
ARROW RIGHT SIGN INV. OUT= 4980.87 (N)
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
1 STORY
WOOD HOUSE
1 STORY
WOOD DUPLEX
1 STORY
WOOD DUPLEX
1 STORY
WOOD DUPLEX
1 STORY METAL BUILDING
1 STORY METAL BUILDING
1 STORY METAL BUILDING
1 STORY METAL BUILDING
1 STORY METAL BUILDING
202.93 L.F. 36" RCP @ 0.63% 121.17 L.F. 36" RCP @ 0.59%
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING 6"
WATER LINE
EXISTING 30" RCP
No. Revisions: By: Date:
REVIEWED BY:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
09/06/2017
PROJECT:
1285-001
Sheet
of 11
JOHNSON DRIVE APARTMENTS 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING ELECTRIC E
LEGEND:
G
FO
EXISTING STORM SEWER
ST
EXISTING FIBER OPTIC
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
FIELD SURVEY BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. CITY ENGINEER AND DISTRICT SHALL BE
NOTIFIED OF ANY POTENTIAL CONFLICTS.
8. PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark S-402
At the junction of West Prospect Road and the Colorado and Southern Railroad, 279.9 ft North
of the centerline of the west bound lanes of the street, 107.0 ft North of the center of a private
drive, 32.5 ft west of the near rail, and 2.3 ft south of a utility pole. Access to the datum point is
through a 5-inch Logo Cap.
Elevation: 4997.54
City of Fort Collins Benchmark 28-92
Southwest corner of West Prospect Road and Centre Avenue, on a water valve pit.
Elevation: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NGVD 29 Unadjusted = NAVD88 - 3.19'
Basis of Bearings
The East line of Lot 14 as bearing South 00° 12' 16" West
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1285-001
DATE: JULY 5TH, 2017
ADDITIONAL TOPO: NOVEMBER 1ST, 2017
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
GAS
EXISTING TELEPHONE PEDESTAL
S
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
D
EXISTING TREE TO REMAIN
EXISTING HARDSCAPE
EXISTING STRUCTURE
C1.00
EXISTING CONDITION
03
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage Report for Johnson Drive Apartments dated 09/05/2017 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 City of Fort Collins Forester to schedule a site inspection for
any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on
these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available
to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort
Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as
well as the basis of bearings. The information shall be as follows:
Project Datum: NAVD 88
Benchmark #1: City of Fort Collins S-402
At the junction of West Prospect Rd. and the Colorado and Southern Railroad, 279.9 ft North of the centerline of the west bound lanes of
the street, 107.0 ft North of the center of a private drive, 32.5 ft west of the near rail, and 2.3 ft south of a utility pole. Access to the datum
point is through a 5-inch Logo Cap.
Elevation: 4997.54
Benchmark #2: City of Fort Collins 28-92
Southwest corner of West Prospect Road and Centre Avenue, on a water valve pit.
Elevation: 5010.65
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their
vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD Unadjusted = NAVD - 3.17
BASIS OF BEARING:
The East line of Lot 14 as bearing South 00° 12' 16" West.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: N.A.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies
identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Preliminary Drainage Report for Johnson Drive Apartments dated 09/05/2017 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 waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
NORTH
Northern Engineering Services, Inc.
Project No. 1285-001
Date: July 5th, 2016
Additional Topo: November 1st, 2016
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
PROJECT
LOCATION
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark S-402
At the junction of West Prospect Road and the Colorado and Southern Railroad, 279.9 ft North of the
centerline of the west bound lanes of the street, 107.0 ft North of the center of a private drive, 32.5 ft west of
the near rail, and 2.3 ft south of a utility pole. Access to the datum point is through a 5-inch Logo Cap.
Elevation: 4997.54
City of Fort Collins Benchmark 28-92
Southwest corner of West Prospect Road and Centre Avenue, on a water valve pit.
Elevation: 5010.65
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used
NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purposed, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.17'
Basis of Bearings
The East line of Lot 14 as bearing South 00° 12' 16" West.
SUBSURFACE EXPLORATION BY:
PROJECT TEAM:
CONTACT INFORMATION SHEET INDEX
UTILITY PLANS FOR
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.
GAS----------------- Xcel Energy----------------------------- Amanda Stanley (970) 225-7848
ELECTRIC-------- City of Fort Collins Light & Power-- Tyler Siegmund (970) 416-2772
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
JOHNSON DRIVE APARTMENTS
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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
C0.00 COVER SHEET
C0.01 GENERAL AND CONSTRUCTION NOTES
C1.00 EXISTING CONDITION
C1.01 DEMOLITION PLAN
C2.00 UTILITY PLAN
C2.01 STORM LINE A PLAN AND PROFILE
C3.00 GRADING PLAN
C3.01 SPRING COURT PLAN AND PROFILE
C3.02 SPRING COURT CROSS SECTIONS
C3.03 JOHNSON DRIVE PLAN AND PROFILE
C4.00 DRAINAGE EXHIBIT
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
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
SITE ENGINEER
SURVEYOR
LANDSCAPE ARCHITECT
Next Chapter
Patrick Quinn
217 South Neil Street, Suite B
Champaign, Illinois 61820
(217) 356-3511
DEVELOPER/APPLICANT
Russell + Mills Studios
Darren Duroux
506 South College Avenue, Unit A
Fort Collins, Colorado 80524
(970) 484-8855
C0.00
COVER SHEET
01