HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER - PDP - PDP160015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLAPORTE AVE
N TAFT HILL RD
N SHIELDS ST
W VINE DR
W MULBERRY ST
LOCAL COMMERCIAL
(72' ROW)
\A1;72' ROW
8' PARKING
8' PARKING
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
34' TRAVEL
HALF ARTERIAL STREET
(60' TO 80' ROW)
8' PARKING
9'
UTILITY
ESMT.
11' TRAVEL
SALUD PARKWAY LAPORTE AVENUE
\A1;60'-80' ROW
MAY 2016 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Roger Curtiss, 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:
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.
E
X
X
X
W W
W
W W
G
G
G
G
G
W
W
W
W
CTV
FO
FO FO
G
G
G
G
G
G
G G
E
E
E
E
W
W W
G
G
G
G
G
G
G
G
G
G
E
E
G
E
E
X
X
X
X
X
X X
E
G
G
G
G G
W W W W
W
E
SS
SS
SS SS SS SS
SS SS
SS
G
G G
G
G
X
X
X
E
E
E
X
X
V.C.P. O.
V.C.P. O.
X
X
X
X
E
GV
X
X
E
E
E
G
X
E
G
X
X
X
ELEC
ELEC
E
E
E
E
E
E
E
E
E
E
AC
AC
CONTROL
IRR
V.C.P. O.
T
V.P.
X
X
X X X
G
E
X X
X
X
SS
SS
SS
SS
SS SS
SS
SS
X X X
X
W W W
G
G
G G
W W W
W
W
W
W
W
CTV
CTV
FO FO
FO
FO FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G
E
E
E E E E
E
E
E
G
G
G
E
W W W
W W W
G G G
G
G
G
E
E
X
X
X
W
W
W
W
W W
G G
G G G
G
W W
W W
W
CTV
FO
FO
FO
G
G
G
G
G
G
G
G G G
W
W W
G G
G G
G G
G
G
G
G
G
G
G
E
E
G
E E
X
X
X
X
X
X
FO
G
G
G
G
G G
W
FO
FO
FO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GV
X
X
X X X X
X X X X X X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X X
(R) 611.28'
X X X
G
AS
B M
B M
B M
B M
B M
B B M M
GAS
X
X
X
X
X
X
X
M
X
M
M
M
M
M
M
72' ROW
50'
-
72' ROW
14' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 18" VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
SALUD PARKWAY
50' -
LAPORTE AVENUE
SEE SHEET C4.02
LAPORTE AVENUE
PROPOSED RAMP
BRIDGE (TO BE CONSTRUCTED BY OTHERS)
PROPOSED RAMP
10' CONCRETE
CROSSPAN
R25' R25'
PROPOSED RAMPS
TYPE I DRIVE CUT
TYPE I DRIVE CUT
5040
5045
5050
5055
5060
5040
5045
5050
5055
5060
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
X
X
X X
X
X
X
X X
OHE
OHE
OHE
OHE
X
X
X
X
X
LAPORTE AVENUE LLC
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
9' UTILITY EASEMENT
R50'
50'
-
72' ROW
SALUD PARKWAY
PROPOSED 30" VERTICAL
CURB & GUTTER
R28'
R28'
8' TRAIL
8' TRAIL
TEMPORARY TURN-AROUND
TIE TO CURB & GUTTER
TIE TO CURB & GUTTER
CONCRETE TRAIL
R25'
R25'
\A1;R25'
5035
5040
5045
5050
5055
5035
5040
5045
5050
5055
17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
5044.97
5046.17
5047.17
5045.06
5041.28
5039.48
5038.48
5045.04
X
X
M
T
M
CABLE
S
M M
M M
M
CABLE
S
M M
M M
80' ROW
\A1;80' ROW
60' ROW
GABRIEL
PROPERTIES, LLC
DAVID & GRETCHEN OSBORN
WILLIAM S. ECKERT
49' -
47'
-EOP
10' CONCRETE
CROSSPAN
LAPORTE AVENUE
SALUD PARKWAY
SALUD PARKWAY
SEE SHEET C4.00
5' SIDEWALK
14' UTILITY EASEMENT
R25' R25'
PROPOSED RAMP
PROPOSED RAMP
ASPHALT REMOVAL
EXISTING ROADWAY
36' EOP-EOP
EXISTING EOA
30'
℄
-
30'
{}-{}
5045
5050
5055
5060
5065
5045
5050
5055
5060
5065
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
5059.17
5058.64
5058.21
X
X
X
X
X
X
M
T
X
X
X
X
X
GV
X X X
X X
X
X X X X
X X
X
X
X
X X
X
X
X
X
X X X
S
S
X
X
X
X X
X
X X X
X
X
X
X
X
X
X
X
X X
X
X
X X
X X X
T
T
T
T
X
X
X
M
S
M M
M M
GAS
MH
M
M
B M
B M
B M
B M
B M
B B M M
S
M M
M M
GAS
MH
M
X X
3
F5
F1
F4
F2
3
12.15
F5
2.36
F1
2.41
F4
2.67
F2
0.46
GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
ERNEST M. &
KRISTEN K.
SCHMIDTBERGER
ERNEST M. &
KRISTEN K.
SCHMIDTBERGER
CITY OF FORT COLLINS
LAPORTE AVENUE LLC
LAPORTE AVENUE LLC
JACOB BROADCASTING OF COLORADO
DAVID & GRETCHEN OSBORN
ONE & TWO STORY
BLOCK & SIDING BUILDING
ONE-STORY
METAL BUILDING
ONE STORY
ALUM. SIDING
BUILDING
DAVID & GRETCHEN OSBORN
GABRIEL PROPERTIES, LLC
F3
F3
0.71
2
1.80
1
0.20
2
1
2' CONCRETE PAN
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED POND OUTFALL
PROPOSED STORM MH
WITH PUMP
PROPOSED
WATER QUALITY WEIR
DETENTION POND
IRRIGATION DITCH
EMERGENCY SPILLWAY
(CONCRETE WEIR)
BERM
EXISTING BANK
FUTURE
DETENTION POND
FUTURE
DETENTION POND
LID FOREBAY
PROPOSED INLET
2' CONCRETE PAN
20' DRAINAGE EASEMENT
PROPOSED SWALE
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
LEGEND:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88.
SEE COVER SHEET FOR BENCHMARKS.
NOTES:
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
5013
PROPOSED CONTOUR
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROPOSED OVERLAND FLOW DIRECTION
CURB & GUTTER
EXISTING STORM SEWER LINE
PROPERTY BOUNDARY
EXISTING INLET GRATE
PROPOSED UNDERDRAIN UD
PROPOSED STORM DRAIN
PROPOSED RIBBON CURB
PROPOSED PERMEABLE PAVERS
acres
B
1.79
0.86
a
BASIN ACREAGE
DESIGN POINT
BASIN DELINEATION
MAJOR RUNOFF COEFFICIENT
PROPOSED BASIN LINES
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Drng\1067-001_DRNG.dwg LAYOUT NAME: C6.00 DATE: May 17, 2016 - 2:27pm CAD OPERATOR: luke
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xGRAD] [1067-001_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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C5.00
DRAINAGE EXHIBIT
A. Cvar
L. Seeber
1"=60'
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
5057.82
5057.47
5057.19
5056.91
5056.64
5056.39
5056.14
5055.88
5055.59
5055.30
5055.05
5054.85
5054.46
5054.04
5053.84
5053.75
5053.61
5053.36
5053.11
5052.87
5052.71
5052.49
5052.19
5051.83
5051.66
5051.48
5051.26
5051.00
5050.82
5050.66
5045
5050
5055
5060
5065
5070
5045
5050
5055
5060
5065
5070
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
5054.51
5054.24
5053.96
5053.65
5053.32
5053.08
5052.96
5052.80
5052.59
5052.37
-1.10%
-1.30%
-0.90%
-0.50%
-0.85%
PVI STA = 13+00.00
PVI ELEV = 5054.51
PVI STA = 13+54.02
PVI ELEV = 5053.92
PVI STA = 14+03.38
PVI ELEV = 5053.28
PVI STA = 14+25.37
PVI ELEV = 5053.08
PVI STA = 14+65.58
PVI ELEV = 5052.88
PVI STA = 15+29.00
PVI ELEV = 5052.34
-1.10%
-1.30%
-0.90%
-0.50%
-0.85%
PVI STA = 13+00.00
PVI ELEV = 5054.51
PVI STA = 13+54.02
PVI ELEV = 5053.92
PVI STA = 14+03.38
PVI ELEV = 5053.28
PVI STA = 14+25.37
PVI ELEV = 5053.08
PVI STA = 14+65.58
PVI ELEV = 5052.88
PVI STA = 15+29.00
PVI ELEV = 5052.34
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING
GRADE
TIE INTO EXISTING
CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Strt\1067-001_LAPORTE AVE.dwg LAYOUT NAME: C4.02 DATE: May 17, 2016 - 2:26pm CAD OPERATOR: luke
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [687-001_xSTRT_leg] [1067-001_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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C4.02
PLAN & PROFILE
LAPORTE AVENUE D. Weber
L. Seeber
1"=40'
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
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. SEE TREE PROTECTION NOTES ON SHEETS G1-G2 FOR ADDITIONAL INFORMATION.
6. DRIVEWAY LOCATIONS ARE PRELIMINARY IN NATURE AND SUBJECT TO CHANGE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED RECYCLED ASPHALT
PROPOSED CONCRETE
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CENTERLINE
LAPORTE AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
LAPORTE AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
TIE INTO EXISTING ROADWAY
5045.05
5045.27
5045.65
5046.70
5047.05
5047.21
5046.94
5046.51
5045.88
5044.08
5043.08
5042.11
5040.61
5040.09
5039.73
5039.23
5038.98
5038.73
2.25%
-0.60%
-4.00%
-1.00%
PVI STA = 24+00.00
PVI ELEV = 5038.48
200.0' VC
HP ELEV = 5047.22
HP STA = 19+82.61
PVI STA = 20+10.61
PVI ELEV = 5048.66
BVCS: 19+10.61
BVCE: 5046.41
EVCS: 21+10.61
EVCE: 5044.66
A.D. = 6.25
K = 32.00
120.0' VC
LP ELEV = 5044.97
LP STA = 17+99.31
PVI STA = 18+34.04
PVI ELEV = 5044.68
BCVS: 17+74.04
BVCE: 5045.04
ECVS: 18+94.04
EVCE: 5046.03
A.D. = 2.85
K = 42.11
120.0' VC
PVI STA = 22+20.00
PVI ELEV = 5040.28
BCVS: 21+60
BVCE: 5042.68
ECVS: 22+80
EVCE: 5039.68
A.D. = 3.00
K = 40.00
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
EXISTING GRADE
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: C4.01 DATE: May 17, 2016 - 2:26pm CAD OPERATOR: luke
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [687-001_xSTRT_leg] [1067-001_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
05/18/16
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'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
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. SEE TREE PROTECTION NOTES ON SHEETS G1-G2 FOR ADDITIONAL INFORMATION.
6. DRIVEWAY LOCATIONS ARE PRELIMINARY IN NATURE AND SUBJECT TO CHANGE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED RECYCLED ASPHALT
PROPOSED CONCRETE
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CENTERLINE
SALUD PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
C4.01
PLAN & PROFILE
SALUD PARKWAY D. Weber
L. Seeber
1"=40'
MATCH LINE SEE SHEET C4.00 STA 17+50
LINE
MATCH
STA
17+50
EDGE OF TEMPORARY TURNAROUND
(RECYCLED ASPHALT)
5053.57
5053.86
5054.28
5053.68
5052.54
5049.49
5046.48
5045.49
5053.00
5053.11
5053.49
5054.16
5054.31
5054.36
5054.13
5053.98
5053.83
5053.53
5053.37
5053.06
5051.84
5051.09
5050.34
5048.64
5047.79
5047.06
5046.06
5045.79
5045.64
5045.34
1.50%
1.10%
-0.60%
-3.00%
-3.40%
-0.60%
PVI STA = 10+00.00
PVI ELEV = 5053.57
PVI STA = 10+33.00
PVI ELEV = 5052.81
PVI STA = 11+08.00
PVI ELEV = 5053.98
PVI STA = 14+75.00
PVI ELEV = 5050.34
90.0' VC
HP ELEV = 5054.36
HP STA = 11+71.25
PVI STA = 11+58.00
PVI ELEV = 5054.53
BVCS: 11+13
BVCE: 5054.04
EVCS: 12+03
EVCE: 5054.26
A.D. = 1.70
K = 52.95
75.0' VC
PVI STA = 13+79.45
PVI ELEV = 5053.20
BVCS: 13+41.95
BVCE: 5053.43
EVCS: 14+16.95
EVCE: 5052.08
A.D. = 2.40
K = 31.25
112.0' VC
PVI STA = 16+00.00
PVI ELEV = 5046.09
BCVS: 15+44
BVCE: 5047.99
ECVS: 16+56
EVCE: 5045.75
A.D. = 2.80
K = 40.00
10' CROSSPAN
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: C4.00 DATE: May 17, 2016 - 2:26pm CAD OPERATOR: luke
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [687-001_xSTRT_leg] [1067-001_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
05/18/16
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'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
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. 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.
5. SEE TREE PROTECTION NOTES ON SHEETS G1-G2 FOR ADDITIONAL INFORMATION.
6. DRIVEWAY LOCATIONS ARE PRELIMINARY IN NATURE AND SUBJECT TO CHANGE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED RECYCLED ASPHALT
PROPOSED CONCRETE
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CENTERLINE
SALUD PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
C4.00
PLAN & PROFILE
SALUD PARKWAY D. Weber
L. Seeber
1"=40'
MATCH LINE SEE SHEET C4.01 STA 17+50
LINE
MATCH
STA
17+50
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
EXISTING GRADE
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
GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN
1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
CITY OF FORT COLLINS
LAPORTE AVENUE LLC
LAPORTE AVENUE LLC
JACOB BROADCASTING OF COLORADO
DAVID & GRETCHEN OSBORN
ONE & TWO STORY
BLOCK & SIDING BUILDING
ONE-STORY
METAL BUILDING
ONE STORY
ALUM. SIDING
BUILDING
DAVID & GRETCHEN OSBORN
GABRIEL PROPERTIES, LLC
PROPOSED 15" STORM DRAIN
PROPOSED 15" STORM DRAIN
PROPOSED 18" STORM DRAIN
PROPOSED 18" STORM DRAIN
2' CONCRETE PAN
2' CONCRETE PAN
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED FES
PROPOSED POND OUTFALL
PROPOSED STORM MH
WITH PUMP
PROPOSED STORM MH
PROPOSED FES
(54.53)
53.06
52.53
52.34
52.78
53.11
53.66
52.96
48.81
46.66
47.27
47.17
47.01
46.83
46.83
46.95
46.29
45.51
45.41
45.75
45.75
45.09
45.75
44.64
44.98
44.62
44.66
44.77
45.11
44.74
44.40
44.37
44.51
44.87
44.75
45.77
45.81
45.82
45.78
45.74
45.74
45.78
45.64
45.50
45.54
45.79
46.10
46.21
46.16
45.95
45.29
45.19
45.51
45.43
45.12
44.99
45.41
45.64
45.29
45.47
45.61
45.89
45.77
45.89
46.13
45.56
45.31
45.27
45.52
45.11
44.85
44.74
44.67
43.05
43.57
43.77
44.39
43.99
43.39
43.11
43.81
44.44
44.93
44.35
44.11
44.20
44.72
44.28
44.40
44.92
45.07
44.78
44.67
44.68
44.28
44.72
52.96
53.66
44.28
44.35
44.59
44.18
43.82
43.75
44.63
44.69
44.77
44.93
45.34
45.18
45.18
45.26
44.72
44.66
44.58
44.56
44.53
49.72
45.88
46.01
47.90
38.61
37.33
37.00
38.64
37.82
37.97
(43.24)
45.74
45.68
47.67
47.91
49.95
50.06
45.77
45.97
46.38
45.14
44.71
44.66
44.61
44.72
44.11
44.16
44.04
43.94
43.85
44.33
44.33
44.45
44.36
44.20
44.29
44.72
44.81
44.66
44.57
38.75
38.75
38.75
38.75
38.75
38.75
40.88
39.55
39.53
40.49
41.24
41.32
44.33
45.57
45.80
44.53
44.79
44.23
43.38
43.07
43.48
43.94
44.14
43.48
42.74
42.43
42.80
41.87
42.11
46.08
45.84
41.92
41.57
41.73
42.08
45.63
46.09
46.50
46.50
46.50
46.50
46.50
46.00
46.50
54.39
53.55
45.43
44.99
45.66
48.01
49.07
49.05
48.26
53.57
53.67
54.24
54.31
54.40
54.34
53.70
53.51
53.50
53.65
(55.20)
53.76
53.82
52.99
53.49
53.18
(53.54)
47.21
48.12
PROPOSED INLET
44.25
43.84
43.94
48.57
47.75
47.64
48.46
PROPOSED 18" STORM DRAIN
SALUD PARKWAY
LAPORTE AVENUE
12.1%
15.4%
25.0%
20.3%
20.5%
0.5%
0.5%
0.5%
0.5%
0.5%
2.1%
2.1%
LOT 1
LOT 2
LOT 3
LOT 4
LOT 6
LOT 5
72' ROW
50'
-
72' ROW
50'
-
PROPOSED RAIN GARDEN
DETENTION POND
FFE=46.50
IRRIGATION DITCH
EMERGENCY SPILLWAY
(CONCRETE WEIR)
BERM
EXISTING BANK
44.88
HP
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
33.43
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.
LOD
PROPOSED VERTICAL
CURB & GUTTER
EXISTING STORM SEWER
PROPOSED 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
PROPOSED PAVERS
SIDEWALK CHASE
FIELD SURVEY BY:
Northern Engineering Services, Inc
NE Project No. 1067-001
Date: February 13, 2015
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: C3.00 DATE: May 17, 2016 - 2:25pm CAD OPERATOR: luke
LIST OF XREFS: [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xPUTIL] [1067-001_xEXST] [1067-001_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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C4.00
GRADING PLAN
D. Weber
L. Seeber
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
FO FO
CTV
CTV
CTV CTV
G G
E
E
E
W
W
FO FO
FO
OHE
OHE
OHE
OHE OHE
OHE OHE
FO
FO
FO
FO
FO
FO
E
M
G
FO FO
FO
FO
T
E
G
G
FO
W
E
LEC
X
X
X
X
X
X
GV
E
G
ELEC
ELEC
E
E
E
E
E
E
CONTROL
IRR
V.P.
X X X X X
X X
X X X X
X
X
X
X
X X
X
X
OHE OHE
OHE
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X X
E
E
E
E
E
G
T T
T
T
E
E
E
CTV
CTV
E
E E
X X X
SS
SS
SS
SS
SS SS SS SS
SS SS
SS SS
SS
SS
SS
SS
WV
WV
H2O
VAULT
ELEC FO
VAULT
ELEC
VAULT
ELEC VAULT
ELEC
FOT T
FO FO
WV
M
VAULT
F.O.
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
H2O
AC
GAS
V.P.
V.P.
V.P.
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
W H2O
ELEC T
VAULT
F.O.
H2O
WV
WV
VAULT
ELEC FO
VAULT
ELEC
VAULT
ELEC VAULT
ELEC
FOT T
FO FO
WV
M
VAULT
F.O.
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
H2O
AC
GAS
V.P.
V.P.
V.P.
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
GV
GV
GV
X
ONE & TWO STORY
BLOCK & SIDING BUILDING
ONE-STORY
METAL BUILDING
ONE STORY
ALUM. SIDING
BUILDING
S
W
F
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
GABRIEL
PROPERTIES, LLC
DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
LAPORTE AVENUE LLC
LAPORTE AVENUE LLC
DAVID & GRETCHEN
OSBORN
GABRIEL
PROPERTIES, LLC
DAVID & GRETCHEN
OSBORN
PROPOSED 1" WATER SERVICE (TYP.)
PROPOSED 4" SANITARY SERVICE (TYP.)
PROPOSED 6"
FIRE SERVICE (TYP.)
EXISTING 20" WATER
EXISTING 6" PVC SANITARY
170.24 LF 8" PVC
N00°49'37"E
83.66 LF 8" PVC
N23°19'37"E
53.78 LF 8" PVC
N34°33'35"E
5
1
.
67
L
F
8
"
P
V
C
R
=
7
50
.
0
0'
141.26 LF 8" PVC
N38°30'25"E
192.10 LF 8" PVC
N38°30'25"E
131.81 LF 8" PVC
N61°00'25"E
6.18 LF 8" PVC
N83°30'25"E
87
.8
2
L
F
8
"
P
V
C
R
=
7
0
0
.
0
0
'
279.76 LF 8" PVC
S89°18'17"E
41.76 LF 8" PVC
N38°30'25"E
29.97 LF 6" PVC
N89°10'23"W
CONNECT TO
EXISTING 8" PVC
FROM LAPORTE AVE
N:131837.08
E:185739.35
22.50° BEND w/TB
N:132007.30
E:185741.81
11.25° BEND w/TB
N:132084.11
E:185774.94
BEGIN HORZ.
DEFLECTION
N:132128.41
E:185805.45
END HORZ.
DEFLECTION
N:132169.91
E:185836.20
8"x6" TEE w/TB
1-6" GV (SW)
N:132304.60
E:185893.72
22.50° BEND w/TB
N:132463.46
E:186069.75
22.50° BEND w/TB
N:132527.35
E:186185.05
BEGIN HORZ.
DEFLECTION
N:132528.05
E:186191.19 END HORZ.
DEFLECTION
N:132532.49
E:186278.84
CONNECT TO
EXISTING 6" WATER
1-8"x6" REDUCER
1-8" GV (E)
N:132529.09
E:186558.58
11.25° BEND w/TB
N:132313.71
E:185882.24
END HORZ.
DEFLECTION
N:132447.67
E:185621.33 BEGIN HORZ.
DEFLECTION
N:132424.44
E:185670.31
RELOCATE EXISTING
FH ASSEMBLY
N:131860.39
E:185709.72
8"x6" TEE
w/TB & 1-6" GV (NW)
N:132430.78
E:186043.75
72' ROW
50'
-
9' UTILITY EASEMENT
9' UTILITY EASEMENT
72' ROW
50'
-
LAPORTE AVENUE
SALUD PARKWAY
9' UTILITY EASEMENT
14' UTILITY EASEMENT
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
INLET 1-2
INV. IN=5039.71 (S)
INV. OUT=5039.61 (NW)
FG=5044.39
INLET 1-4
INV. IN=5040.18 (SE)
INV. OUT=5040.08 (NW)
FG=5044.28
INLET 1-3
INV. IN=5039.93 (SE)
INV. OUT=5039.83 (N)
FG=5044.28
INLET 1-1
INV. IN=5039.24 (SE)
INV. OUT=5039.14 (NW)
FG=5043.75
STORM STUBOUT
INV. OUT=5040.31 (NW)
FG=5046.42
STORM FLAPGATE 1
INV. IN=5038.61 (SE)
FG=5038.61
INLET 2-5
INV. OUT=5042.18 (NW)
FG=5044.62
INLET 2-4
INV. IN=5041.33 (SE)
INV. OUT=5041.23 (NE)
FG=5044.20
INLET 2-3
INV. IN=5040.59 (SW)
INV. OUT=5040.49 (NE)
FG=5043.57
INLET 2-2
INV. IN=5039.99 (SW)
INV. OUT=5039.89 (NW)
FG=5043.06
STMH 2-1
w/ 2-YR ORIFACE (SW)
INV. IN=5038.97 (SE)
INV. OUT=5039.75 (NE)
INV. OUT=5038.87 (SW)
FG=5043.00
STORM FLAPGATE 2
INV. IN=5039.67 (SW)
FG=5039.67
FES 2-1A
INV. IN=5038.75 (NE)
FG=5038.75
8"x6" TEE w/TB
1-6" GV (N)
1-8" GV (E)
N:132532.51
E:186264.31
8" CAP w/ TB
1-8" GV (E) &
TEMP. BLOWOFF VALVE
N:132455.33
E:185557.56
8" GATE VALVE
TO REMAIN CLOSED
8"x8" TEE w/TB
1-8" GV (NE)
N:132280.46
E:185924.15
22.50° BEND w/TB
N:132454.80
E:185604.66
19.01 LF 6" PVC
N00°23'46"E
10.33 LF 8" PVC
S38°25'58"W
PROPOSED ELECTRIC LINE
PROPOSED ELECTRIC LINE
CONNECT TO EXISTING
SANITARY SERVICE
8" PVC SANITARY
SSMH A
SSMH A1
38.84 LF 8" PVC
S51°34'02"E
14.66 LF 8" PVC
S51°34'02"E
239.11 LF 8" PVC
S62°24'48"E
54.
2
2
L
F
8
"
PV
C
R
=
7
0
0
.
0
0
'
18.13 LF 8" PVC
S66°51'05"E
47.11 LF 8" PVC
S89°21'05"E
INSTALL 4" SANITARY SERVICE
8"x6" TEE w/TB
1-6" GV (N,E)
N:131859.96
E:185739.68
FH ASSEMBLY
N:132296.51
E:185887.30
FH ASSEMBLY
N:132551.52
E:186264.44
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
INSTALL 1" WATER SERVICE
REMOVE EXISTING 8"x6" TEE
20' UTILITY EASEMENT
20' SANITARY SEWER EASEMENT
30.96' UTILITY &
DRAINAGE EASEMENT
LOT 1
LOT 2
LOT 3
LOT 4
LOT 6
LOT 5
EXISTING SANITARY
CLEANOUT
EXISTING SANITARY
CLEANOUT
EXISTING SANITARY
CLEANOUT
LIFT STATION
INV. IN=5036.89 (S)
INV. OUT=5039.89 (N)
FG=5043.74
OUTLET 1
INV. OUT=5037.00 (N)
FG=5039.21
FES 3
INV. IN=5042.50 (S)
FG=5043.42
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
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 THE HOMEOWNERS
ASSOCIATION.
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. CONTRACTOR TO PRESSURE TEST AND TREAT PROPOSED 8” WATER LINE PER ALL
CURRENT CITY INSTALLATION SPECIFICATIONS. UPON ACCEPTANCE FROM THE CITY
INSPECTOR, WATER LINE SHALL BE DRAINED AND REMAIN VACANT UNTIL THE
DEVELOPMENT OF LOT 6.
EXISTING LOT LINES
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
CTV
EXISTING ELECTRIC E
EXISTING TELEPHONE
EXISTING GAS
PROPOSED ELECTRIC TRANSFORMER
W
PROPOSED WATER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
EXISTING FIRE HYDRANT H Y
D
PROPOSED FENCE
PROPERTY BOUNDARY
PROPOSED ASPHALT PATCH
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 UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
PROPOSED LIGHTING
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Util\1067-001_UTIL.dwg LAYOUT NAME: C2.00 DATE: May 17, 2016 - 2:25pm CAD OPERATOR: luke
LIST OF XREFS: [NES-xborder] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xEXST]
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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C3.00
UTILITY PLAN
C. Snowden
L. Seeber
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROPOSED WATER
W
PROPOSED SANITARY SEWER
PROPOSED FH
PROPOSED ELECTRIC
E
G
G
G G
G
G
G
G
G
G G
G
E
E
E
E
E
G G G
E
E
E
E
W
W
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
FO
E
E
G
G
G G G
W
W W W
W W W
W
W W
FO
FO
W
W W W W
W
W
W
W
CTV
CTV
CTV
FO FO FO FO FO FO
FO
CTV CTV
CTV
CTV
CTV CTV
CTV
SS
CTV
CTV
G
W
W
G G G
E
E
E
W W W
W
G
FO FO FO
FO
FO
OHE OHE
FO
FO FO
FO
FO
E
E
E
M
G
FO FO
FO
FO FO
FO
FO FO
FO
T
T
E E
G G G
OHE
OHE OHE
FO
X
W W
C.V.P. O.
E
X
X
X
X X X X
X
X
(R) 611.28'
OHE OHE
W
CTV
CTV
CTV CTV
E
E
E E
E
WV
WV
H2O
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
T
FO FO
M
VAULT
F.O.
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
C
S
VAULT
ELEC
CABLE
VAULT
S ELEC
WV
WV
M WV
W W
M
W
M M
H2O
AC
V.P.
C.V.P. O.
MH
ELECC
ELEC M
ELEC
ELEC
ELEC
ELEC T
H2O
WV
WV
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
T
FO FO
M
VAULT
F.O.
B M
B M
B M
B M
B M
B B M M
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
C
S
VAULT
ELEC
CABLE
VAULT
S ELEC
WV
WV
M WV
W W
M
W
M M
H2O
AC
MH
ELECC
ELEC M
ELEC
ELEC
ELEC
GV
GV
GV
EXISTING ASPHALT
TO BE REMOVED
EXISTING PORTION OF
ONE-STORY BUILDING
TO REMAIN
DAVID &
GRETCHEN OSBORN
1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
GABRIEL
PROPERTIES, LLC
BUILDING TO BE REMOVED
/ / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
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/
/
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/
/ / / / / / / / / / / / / / / / / / / / / /
EXISTING ONE-STORY BUILDING
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING UTILITY POLE
TO BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING GRAVEL
TO BE REMOVED
EXISTING FIRE HYDRANT
TO BE RELOCATED
END WALL
REMOVAL
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING UTILITY POLE
TO BE REMOVED
TEE TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING GRAVEL DRIVE
TO BE REMOVED
REMOVE EXISTING 6" SANITARY
PROPOSED PROPOSED SAWCUT
ASPHALT REMOVAL
KEYMAP
X X
X
S
X
T
ELEC
ELEC
ELEC
ELEC
C
S
M
GAS
ELEC
T
C C
W H2O
ELEC
ELEC
ELEC
ELEC
C
S
GAS
ELEC
T
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Exist\1067-001_DEMO.dwg LAYOUT NAME: C1.02 DATE: May 17, 2016 - 2:24pm CAD OPERATOR: luke
LIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_C3D_Proposed]
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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
C1.02
DEMOLITION PLAN
C. Snowden
L. Seeber
1"=30'
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
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
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.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
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
C1.02
C1.01 C1.01
Northern Engineering Services, Inc
NE Project No. 1067-001
Date: February 13, 2015
MATCH LINE - SEE SHEET C1.01
EXISTING STRUCTURES (TO BE REMOVED)
X
X X
X X
X
X
X
X X
X
X
X
X
X X
X
X X
X
X
X X
X X
X
X
X
X
X
X
X X
X
X X
X
X X
X
X
E E
E
E
E
E
E
E
E
G
G
T
T T T
T
T
T
T
E
E
E
E
X
X
X X
SS
SS
SS SS SS
SS
SS SS SS SS
SS
SS
SS
GAS
V.P.
V.P.
VAULT
F.O.
GAS
V.P.
V.P.
EXISTING PORTION OF
ONE-STORY BUILDING
TO REMAIN
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / /
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EXISTING CONCRETE
TO BE REMOVED
EXISTING GRAVEL
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING STRUCTURES
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING ONE-STORY
BUILDING TO REMAIN
EXISTING WALL
TO BE REMOVED
REMOVE EXISTING FENCE
EXISTING UTILITY POLE
TO BE REMOVED
REMOVE EXISTING FENCE
EXISTING CONCRETE
TO BE REMOVED
X
X
X X
X X
X X
X
X X
X X
X
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OHE OHE
OHE
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W H2O
EXISTING GRAVEL
TO BE REMOVED
LAPORTE AVENUE LLC
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EXISTING STRUCTURES
TO BE REMOVED
EXISTING STRUCTURES
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING UTILITY POLE
TO BE REMOVED
REMOVE FENCE
EXISTING STRUCTURE
TO BE REMOVED
KEYMAP
X X
X
S
X
T
ELEC
ELEC
ELEC
ELEC
C
S
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GAS
ELEC
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C C
W H2O
ELEC
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ELEC
ELEC
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S
GAS
ELEC
T
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Exist\1067-001_DEMO.dwg LAYOUT NAME: C1.01 DATE: May 17, 2016 - 2:24pm CAD OPERATOR: luke
LIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_C3D_Proposed]
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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
C1.01
DEMOLITION PLAN
C. Snowden
L. Seeber
1"=30'
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
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU Environmental Planner
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
MATCH LINE - SEE SHEET C1.01
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
C1.02
C1.01 C1.01
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
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.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
Northern Engineering Services, Inc
NE Project No. 1067-001
Date: February 13, 2015
EXISTING STRUCTURES (TO BE REMOVED)
FO
W W
W
W
CTV
FO FO FO
CTV
CTV
CTV
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E
E
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W
FO
FO
OHE OHE
OHE
OHE
OHE
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OHE
FO
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E
LEC
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GV
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E
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ELEC
ELEC
E
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E E
AC
AC
CONTROL
IRR
V.P.
X X X
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(R) 611.28'
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OHE
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CTV
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H2O
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
VAULT
ELEC FO
VAULT
ELEC
VAULT
ELEC VAULT
ELEC
FOT T
FO FO
WV
M
VAULT
F.O.
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
C
S
VAULT
ELEC
CABLE
VAULT
S ELEC
WV
WV
M WV
W W
M
W
M M
H2O
AC
GAS
V.P.
V.P.
V.P.
V.P.
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
C C
W H2O
ELEC T
VAULT
F.O.
H2O
WV
WV
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
VAULT
ELEC FO
VAULT
ELEC
VAULT
ELEC VAULT
ELEC
FOT T
FO FO
WV
M
VAULT
F.O.
B M
B M
B M
B M
B M
B B M M
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
C
S
VAULT
ELEC
CABLE
VAULT
S ELEC
WV
WV
M WV
W W
M
W
M M
H2O
AC
GAS
V.P.
V.P.
V.P.
V.P.
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
GV
GV
GV
X
X X
GABRIEL PROPERTIES, LLC
DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
ERNEST M. &
KRISTEN K.
SCHMIDTBERGER
ERNEST M. &
KRISTEN K.
SCHMIDTBERGER
CITY OF FORT COLLINS
LAPORTE AVENUE LLC
LAPORTE AVENUE LLC
JACOB
BROADCASTING
OF COLORADO
JACOB BROADCASTING OF COLORADO
EXISTING ONE-STORY
BUILDING
EXISTING ONE-STORY
BUILDING
EXISTING FH
EXISTING 20" CAST IRON
WATER MAIN
EXISTING GAS
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING FIBER OPTIC
EXISTING ELECTRIC VAULT
EXISTING
ONE-STORY
HOUSE
EXISTING LIGHTPOLE
EXISTING MAILBOX
EXISTING WATER SERVICE
EXISTING WATER SERVICE
EXISTING ELECTRIC SERVICE
EXISTING GAS SERVICE
EXISTING FIBER OPTIC
SERVICE
EXISTING
ONE-STORY
STRUCTURE
EXISTING GRAVEL DRIVE
EXISTING SANITARY SEWER
EXISTING FENCE
EXISTING FENCE
EXISTING CONCRETE WALK
EXISTING STRUCTURES
EXISTING FIBER OPTIC SERVICE
EXISTING HEADWALL
EXISTING HEADWALL
EXISTING DITCH
EXISTING FENCE
EXISTING FENCE
EXISTING ELECTRIC UTILITIES
EXISTING FENCE
LAPORTE AVENUE
DAVID & GRETCHEN OSBORN
GABRIEL PROPERTIES, LLC
EXISTING TELEPHONE SERVICE
EXISTING FENCE
EXISTING FENCE
EXISTING SANITARY SEWER
EXISTING CONCRETE LOADING DOCK
EXISTING CONCRETE PAD
EXISTING CONCRETE WALK
EXISTING STRUCTURES
EXISTING LIGHTPOLE
DAVID & GRETCHEN OSBORN
EXISTING
ONE-STORY
BUILDING
LAPORTE AVENUE
64' ROW
80' ROW
60' ROW
\A1;60' ROW
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:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
6. 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. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
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
Northern Engineering Services, Inc
NE Project No. 1067-001
Date: February 13, 2015
EXISTING ELEC/TV E/TV
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
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
NORTH
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\Exist\1067-001_ECON.dwg LAYOUT NAME: C1.00 DATE: May 17, 2016 - 2:24pm CAD OPERATOR: luke
LIST OF XREFS: [NES-xborder] [1067-001_xEXST]
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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C1.00
EXISTING CONDITIONS PLAN
C. Snowden
L. Seeber
1"=60'
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 Salud Family Health Center dated May 18, 2016 by Northern Engineering
Services, Inc., shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall
be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and
debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.)
or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction
Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.
The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control
Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all
public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the 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 10-07
Southeast corner of Taft Hill Rd. and LaPorte Ave. on the northeast wingwall of the bridge over an irrigation ditch.
Elevation=5062.84
City of Fort Collins benchmark 31-97
Southwest corner of LaPorte Ave. and Shields St. on a concrete traffic signal base.
Elevation=5023.65
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for
their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.17'.
Basis of Bearings
The Basis of Bearings is the South line of the Northwest Quarter of Section 10, Township 7 North Range 69 West of the 6th P.M. as
bearing North 89°14'44" 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 Salud Family Health Center dated May 18, 2016 by Northern Engineering
Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: C0.01 DATE: May 17, 2016 - 2:23pm CAD OPERATOR: luke
LIST OF XREFS: [Ripley Design] [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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C0.01
CONSTRUCTION NOTES
GENERAL & C. Snowden
L. Seeber
N/A
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=2000'
SITE ENGINEER
SURVEYOR
Project Datum: NAVD88
City of Fort Collins benchmark 10-07
Southeast corner of Taft Hill Rd. and LaPorte Ave. on the northeast wingwall of the bridge over an
irrigation ditch.
Elevation=5062.84
City of Fort Collins benchmark 31-97
Southwest corner of LaPorte Ave. and Shields St. on a concrete traffic signal base.
Elevation=5023.65
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have
used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.17'.
Basis of Bearings
The Basis of Bearings is the South line of the Northwest Quarter of Section 10, Township 7 North
Range 69 West of the 6th P.M. as bearing North 89°14'44" West
Northern Engineering Services, Inc
NE Project No. 1067-001
Date: February 13, 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
COVER SHEET
GRADING PLAN
UTILITY PLAN
C3.00
C2.00
GENERAL & CONSTRUCTION NOTES
C0.00
C0.01
C1.00 EXISTING CONDITIONS PLAN
PRELIMINARY UTILITY PLANS FOR
TRACTS OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF
FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1750, 1824, & 1830 WEST LAPORTE AVENUE
SALUD FAMILY HEALTH CENTER
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
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418
John Santistevan
Salud Family Health Centers
203 S. Rollie Avenue
Fort Lupton, CO 80621
(303) 892-6401
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
■ land planning ■ landscape architecture ■ (970) 224-5828
■ urban design ■ entitlement ■
ARCHITECT
TW Beck Architects
170 South St. Vrain Ave.
PO Box 57
Estes Park, CO 80517
(970) 586-3913
No. Revisions:
By: Date:
REVIEWED BY:
R.Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 18, 2016
PROJECT:
1067-001
Sheet
Of 14 Sheets
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: D:rojects\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: C0.00 DATE: May 17, 2016 - 2:23pm CAD OPERATOR: luke
LIST OF XREFS: [Ripley Design] [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
05/18/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C0.00
COVER SHEET
C. Snowden
L. Seeber
N/A
TRAFFIC ENGINEER
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING
C1.01-C1.02 DEMOLITION PLAN
C4.00-C4.01 SALUD PARKWAY PLAN & PROFILE
C4.02 LAPORTE AVENUE PLAN & PROFILE
C5.00 DRAINAGE PLAN
PRESIDENT
DATE:
APPROVED:
LARIMER AND WELD IRRIGATION
DITCH COMPANY