HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER LOT 4 - FDP200011 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLAPORTE AVE
N TAFT HILL RD
N SHIELDS ST
W VINE DR
W MULBERRY ST
COMMERCIAL LOCAL STREET
(72' ROW)
2-LANE ARTERIAL STREET
(80' ROW)
SALUD ROAD LAPORTE AVENUE - EASTBOUND
JUNE 2020 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
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH 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:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
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.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for Salud Family Health Center dated June 24, 2020 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
E
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CTV
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W W
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CTV
SS
X
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X X
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SS
OHE
OHE OHE OHE
OHE
OHE OHE
OHE
OHE
OHE OHE
X
VAULT
ELEC T
FO
FOT T
FO FO
VAULT
F.O.
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S
M M
M M
VAULT
ELEC T
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
GABRIEL PROPERTIES, LLC
DAVID &
GRETCHEN OSBORN
WILLIAM S. ECKERT
DAVID & GRETCHEN OSBORN
SALUD ROAD
LAPORTE AVENUE
EXISTING SALUD
FAMILY HEALTH
CENTER FACILITY
RELOCATED ACCESS
TEMPORARY
RESTRIPING
SALUD PARKWAY TO BE OPEN TO
CONSTRUCTION TRAFFIC ONLY
LOT 1
LOT 7
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_3.dwg LAYOUT NAME: PH4 DATE: Jun 24, 2020 - 10:41am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_KEYMAP] [1067-001_xPHAS_Table] [1067-001_xGRAD] [1067-001_xTOPO]
[1067-001_xPHAS_3]
These drawings are
instruments of service
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OHE
OHE OHE
OHE
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X X
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GV
X
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X X
X
X
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X X
VAULT
ELEC T
FO
FOT T
FO FO
S
M M
M M
GAS
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC T
VAULT
ELEC T
GAS
MH
ELEC C
ELEC
ELEC
M
C
T
ELEC
ELEC
VAULT
ELEC
X
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GV
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X X X
M
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GAS
MH
C
M
C
GAS
MH
C
M
C
CABLE
X
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GV
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E E
E
TF
1
ERNEST M. & KRISTEN
LOT 4
LOT 3
N:132903.47
E:185240.92
N:132662.98
E:185796.04
N:132447.13
E:185736.12
N:132418.10
E:185840.66
N:132513.33
E:185867.10
N:132861.35
E:185560.44
17' (TYP.)
9'
(TYP.)
34' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.)
9' (TYP.)
9'
(TYP.)
19' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.)
ELEC
X
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X
X
X X
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X X
X X
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X X
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T
ELEC
T
W H2O
T
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ELEC
X X
E E
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E E
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E
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X X
X X X X X
X X
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X X X
W
V
WV
H2O
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
FO
FOT T
FO FO
WV
C
S
S
WV
WV
M WV
W W
M
W
M M
H2O
MH
ELECCT ELEC
VAULT
ELEC
C
S
T
MH
ELEC C
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CABLE VAULT
ELEC
E
E
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X X
20" W
20" W 20" W
20" W
20" W
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20" W
20" W
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20" W
20" W
CTV
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CTV
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LOT 2
LOT 7
SALUD ROAD
50'
FL-FL
72' ROW
SSMH A5
STA 17+33.62
N: 132075.13
E: 185781.95
SSMH A4
STA 14+49.66
N: 132294.22
E: 185962.58
339.71 LF 8" PVC @ 0.40%
283.96 LF 8" PVC @ 0.40%
STORM DRAIN LINE 3
SEE SHEET ST3
PROPOSED CULVERT
PROPOSED CLEANOUT
TIE TO EXISTING SANITARY
SEWER SERVICE
PROPOSED 6" SERVICE
@ 1% MIN SLOPE
PROPOSED 6" SERVICE
@ 1% MIN SLOPE
PROPOSED 6" SERVICE
@ 1% MIN SLOPE
5025
5030
5035
5040
5045
5050
5055
5060
5065
5025
5030
UD
UD
X X X
X
X X
6" SS 6" SS
6" SS
6" SS
CITY OF
FORT
COLLINS
LOT 3
FES 1
STA 10+10.00
N: 132911.73
E: 185560.96
6.56 LF
6" HDPE
@ -54.71%
SUMPED MANHOLE
w/ 0.6CFS PUMP
STA 10+16.56
N: 132905.17
E: 185560.89
32.48 LF
24" RCP
@ 0.50%
END OUTLET STRUCTURE 1-2
STA 10+49.05
N: 132872.69
E: 185560.56
PROJECT
BOUNDARY
EXISTING
6" SANITARY
SEWER
20' SANITARY
SEWER EASEMENT
NATURAL HABITAT BUFFER ZONE
20' UTILITY
EASEMENT
BEGIN OUTLET STRUCTURE 1-2
STA 10+58.39
N: 132863.35
E: 185560.46
5020
5025
5030
5035
5040
5045
5050
5055
5060
5020
5025
5030
5035
5040
5045
UD
UD
X X
X
X X
6" SS
20' UTILITY
EASEMENT
21.00 LF
18" RCP
@ 0.81%
OUTLET 2B-1
STA 10+21.00
N: 132779.73
E: 185633.72
21.23 LF
4" PVC
@ 0.20%
62.36 LF
4" PVC
@ 0.20%
UD TEE 2B-2
STA ???
N: 132759.13
E: 185628.61
57.14 LF
4" PVC
@ 0.20%
CLEANOUT 2B-2A
INV. OUT=5037.85 (W)
FG=5040.2
CLEANOUT 2B-3
STA 11+04.59
N: 132698.67
E: 185613.31
5025
5030
5035
5040
5045
5050
5055
5060
5065
5025
5030
5035
5040
5045
5050
5055
5060
5065
9+50 10+00 11+00 11+50
EXISTING
GROUND
PROPOSED
GROUND
STMH 2B
STA 10+00.00
S
E
E
E
E E
E
UD
UD
TF
W
F
G
X
X
E
X
X
GV
E
X
LOT 4
SALUD ROAD
FES 3A
STA 10+00.00
N: 132714.57
E: 185629.22
306.41 LF 24" RCP @ 0.31%
INLET 3B
STA 13+06.41
N: 132420.74
E: 185716.09
114.28 LF
24" RCP
@ 0.33%
INLET 3C
STA 14+20.69
N: 132383.62
E: 185824.17
133.93 LF 24" RCP @ 0.33%
INLET 3D
STA 15+54.62
N: 132435.96
E: 185947.45
37.66 LF
15" RCP
@ 0.33%
INLET 3E
STA 15+92.28
N: 132412.51
E: 185976.93
50'
FL-FL
72' ROW
PROPOSED
BUILDING
RAIN GARDEN 1
5025
5030
5035
5040
X
X
X
X
X
X
X
X
X
X
X
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GV
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GAS AS
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E E
E
UD
UD
UD
TF
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G
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E
E
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E
E
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X
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X
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X
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X
6" SS 6" SS
6" SS
6" SS
6" SS
ERNEST M. &
KRISTEN K.
SCHMIDTBERGER
LOT 4
LOT 3
RAIN GARDEN 1
MIN. MEDIA SQFT=4107 SQFT
TOTAL VOLUME=4741 CUFT
BOT POND ELEV=4940.2
SPILLWAY ELEV=4941.92
DETENTION POND 1
TOTAL VOLUME=4.73 AC-FT
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
UD
ELEC
X
X
X
X
X
X X
X
X X
X X
OHE
OHE
OHE OHE
OHE
X X
X X
X
X
X
X
X
X
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X X
X X
X X
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X X
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E
E
E E
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E
E
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SS
X X X
X
20" W
20" W
20" W 20" W 20" W
20" W
20" W
20" W 20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W 20" W
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV
G
G
G
G
G
G
G
G
G
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
5053.73
5053.17
5053.65
5054.03
5054.33
5054.54
5054.61
5054.56
5054.39
5054.20
5054.01
5053.82
5053.64
5053.45
5053.16
5052.70
5052.04
5051.22
5050.37
5049.52
5048.67
5047.82
5047.08
5046.50
5046.07
5045.80
5045.64
1.50%
1.10%
-0.75%
-0.60%
-2.22%
-3.40%
PVI STA = 10+00.00
PVI ELEV = 5053.73
PVI STA = 10+33.29
PVI ELEV = 5052.95
PVI STA = 11+08.29
PVI ELEV = 5054.15
90.0' VC
HP ELEV = 5054.61
HP STA = 11+76.81
PVI STA = 11+68.29
PVI ELEV = 5054.81
BVCS: 11+23.29
BVCE: 5054.32
EVCS: 12+13.29
EVCE: 5054.47
A.D. = 1.85
5036
5040
5045
5050
5055
5060
5036
5040
5045
5050
5055
5060
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50
5035
5040
5045
5050
5055
5035
5040
5045
5050
5055
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50
5035
5040
5045
5050
5055
5035
5040
5045
5050
5055
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50
5045.34
5045.19
5045.04
5044.97
5045.04
5045.26
5045.63
-0.60%
120.0' VC
LP ELEV = 5044.97
LP STA = 18+00.31
PVI STA = 18+35.05
PVI ELEV = 5044.68
BCVS: 17+75.05
BVCE: 5045.04
ECVS: 18+95.05
EVCE: 5046.03
A.D. = 2.85
K = 42.11
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
GRADE
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
5057.82
5057.46
5057.19
5056.91
5056.64
5056.39
5056.14
5055.88
5055.59
5055.30
5055.05
5054.85
5054.46
5054.05
5053.84
5053.75
5053.61
5053.36
5053.11
5052.87
5052.71
5052.49
5052.20
5051.88
5051.65
5051.46
5051.20
5051.00
5050.82
5050.68
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
5054.22
5053.93
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
5046
5048
5052
5056
5060
5046
5048
X X
X
M
M M
5
3.19
53.92
52.95
52.49
53.22
53.71
53.07
52.78
53.03
53.20
54.32
2.0%
2.2%
2.0%
90'
CROWN
TRANSITION
0.5%
0.5% 0.7%
1.0%
1.0%
0.7% 0.6%
1.0%
R25' R25'
2.3% 2.3%
53.63
53.63
53.47
LAPORTE AVENUE
WILLIAM S. ECKERT
LOT 1
SALUD ROAD
PROPOSED
10' CONCRETE
CROSSPAN
PROPOSED VERTICAL
PROPOSED VERTICAL CURB & GUTTER
CURB & GUTTER
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
50'
FL-FL
72' ROW
80' ROW
X
X
X
X
X
X
44.78
45.61
45.76
49.27
100 101
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
SERVICE WYE DETAIL
WW-9
FLAT-TOP MANHOLE
TRAFFIC/PAVED AREAS
LANDSCAPED AREAS
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
200 WATER MAIN BEDDING REQUIREMENTS 201 STANDARD CONCRETE THRUST BLOCKS 202 FIRE HYDRANT INSTALLATION 203 WATER MAIN LOWERING
WATER MAIN LOWERING
204 GRAVITY BLOCKS
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D2
UTILITY DETAILS
28
205 STEEL CASING DETAIL
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City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
206
STANDARD EXTERIOR SETTING FOR
3/4" AND 1" WATER METERS
300 TYPICAL WATER SERVICE
TAP CONNECTION FOR CATHODICALLY
302 PROTECTED MAIN
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D3
UTILITY DETAILS
29
303 TRACER WIRE DETAIL
301 TRENCH DETAIL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
400 STORMWATER BEDDING REQUIREMENTS 401 STANDARD MANHOLE CONCRETE END SECTIONS
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D4
DRAINAGE DETAILS
30
403
407 CONCRETE TRICKLE PAN
SECTION C-C
SECTION B-B
SECTION A-A
DETAIL 1
PLAN
A
A
B
C C
B
401 CONCRETE SIDEWALK CULVERT
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City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
Sheet
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D5
DRAINAGE DETAILS
31
501 SINGLE CURB INLET
300 TYPE-C INLET
300 TYPE-13 INLET
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City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SPILL ELEV.
SECTION B-B
Sheet
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D6
DRAINAGE DETAILS
32
600 BIORETENTION DETAIL
D6
1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION
SPECIFICATIONS.
2. PRE-CONSTRUCTION
2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING
INFILTRATION RATES.
2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING
CONSTRUCTION INSPECTION CHECKLISTS".
3. DURING CONSTRUCTION:
3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION
BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS.
3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA.
3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS
AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM.
4. GEOTEXTILE LINERS:
4.1. WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG
PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL.
4.2. WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND
RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY
POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF
IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION.
4.4. WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW
FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER.
5. AGGREGATES AND BSM:
5.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1%
FINES.
5.2. RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.
5.3. DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9.
Sheet
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a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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D7
SITE DETAILS
33
CALL UTILITY NOTIFICATION CENTER OF
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R
700 CURB AND GUTTER/SIDEWALK
GENERAL NOTES:
1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED
IN RADIUS AND PAN.
2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL
STREET.
3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND
COLLECTOR STREETS.
701 STREET INTERSECTION GUTTER DETAIL 702 ASPHALT PAVING DETAIL (CROSSPAN)
704 STANDARD DRIVEWAY APPROACH (TYPE I) 705 STANDARD SIDEWALK DETAIL 706 STANDARD SIDEWALK DETAIL
703 ASPHALT PAVING DETAIL (CROSSPAN)
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a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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D8
SITE DETAILS
34
CALL UTILITY NOTIFICATION CENTER OF
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R
800 CURB AND GUTTER/SIDEWALK
805 BICYLCE LANE MARKING
802 ACCESS ROAD STENCILING AND SIGN INSTALLATION
804 DEAD END BARRICADE)
801 FIRE ACCESS ROAD SIGNS 803 STREET NAME SIGN
806 TRUNCATED DOME WARNING
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City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Sheet
SALUD FAMILY HEALTH CENTER
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Engineering Services, Inc.
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D9
BRIDGE DETAILS
35
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Sheet
SALUD FAMILY HEALTH CENTER
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D10
BRIDGE DETAILS
36
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Sheet
SALUD FAMILY HEALTH CENTER
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NOT FOR CONSTRUCTION
REVIEW SET
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D11
BRIDGE DETAILS
37
E
X
X
20" W 20" W
20" W 20" W
20" W
20" W
20" W
20" W
20" W
20" W
CTV
CTV
CTV
CTV
CTV
G
G
G
G
G
G
G
G G G
G
G
G
E E
E
E
G
G
G
G
G
G
G
E
E
G
E
E
X
X
X
X
E
G
G
G
G
G
G
G
G G
G
W
FO
FO
FO FO FO
Sheet
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These drawings are
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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
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ER2
EROSION CONTROL DETAILS
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e.
RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
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Engineering Services, Inc.
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a Professional Engineer in
the employ of Northern
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NOT FOR CONSTRUCTION
REVIEW SET
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ER3
EROSION CONTROL DETAILS
PLANTED RIPRAP INSTALLATION
RR
007
40
Storm Line Pipe
Diameter
(ft)
Riprap
Type
Length
of Riprap
(ft)
Width
of Riprap
(ft)
2*d50,
Depth of Riprap
(ft)
Storm Line 1 0.50 Type L 5.00 6.00 1.5
Storm Line 2 2.50 Type L 10.00 9.00 1.5
Storm Line 3 1.25 Type L 5.00 7.00 1.5
008 RIPRAP SCHEDULE
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
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
X X
X
S
M M
M M
GAS
MH
M
GAS
MH
M
X X
UD
1
4
9
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
PROPOSED
BUILDING
DAVID & GRETCHEN OSBORN
GABRIEL PROPERTIES, LLC
3.2
10
2' CONCRETE PAN
PROPOSED INLET
PROPOSED INLET
OUTLET STRUCTURE
PROPOSED INLET
PROPOSED POND OUTFALL
PROPOSED STORM MH
WITH PUMP
DETENTION / EXTENDED
DETENTION POND 1
BERM
FUTURE DETENTION/EXTENDED EXISTING BANK
DETENTION POND 2
RAIN GARDEN 1
20' DRAINAGE EASEMENT
FUTURE
LID FEATURE 2
FUTURE
LID FEATURE 3
FUTURE LID FEATURE 5
TO TREAT BASIN 4 PRIOR
TO DISCHARGE INTO FUTURE
CONVEYANCE
LOT 1
LOT 2
LOT 6
LOT 4
LOT 3
LOT 5
LOT 7
PROPERTY LINE (TYP)
LOT LINE (TYP)
12
FUTURE CONVEYANCE (PIPE OR SWALE) TO
CONVEY FLOW FROM BASIN 6 INTO DETENTION
POND 1
FUTURE DETENTION/EXTENDED
DETENTION POND 3
7
2.4
5
POND EMERGENCY SPILL SECTION
TIES TO NATURAL GRADE TO MAINTAIN
FLOODPLAIN REQUIREMENTS
8
FUTURE
LID FEATURE 6
FUTURE
LID FEATURE 4
FUTURE DETENTION/EXTENDED
DETENTION POND 4
11
FUTURE DEVELOPMENT WITHIN
BASIN 10 ALLOWED TO MATCH
HISTORIC 100-YEAR RUNOFF
FROM EXISTING PARKING
LOT OF 4.3 CFS
OS1
CITY FLOODPLAIN BOUNDARY (TYP)
CITY FLOODWAY BOUNDARY (TYP)
2.1
2.2
2.3
2.4
3.1
3.3
3.2
4.1
4.2
4.3
6
7
12
9
11
8
10
1
5
OS1
13
OUTLET STRUCTURE
OUTLET STRUCTURE
3.1
3.3
14
14
4.1 2.1
4.2
4.3
2.3
2.2
RAIN GARDEN 2
RAIN GARDEN 3
CITY FLOODPLAIN BOUNDARY (TYP)
CITY FLOODWAY BOUNDARY (TYP)
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
B
a
BASIN ACREAGE
DESIGN POINT
BASIN DELINEATION
MAJOR RUNOFF COEFFICIENT
PROPOSED BASIN LINES
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Drng\1067-001_DRNG.dwg LAYOUT NAME: DR1 DATE: Jun 24, 2020 - 11:04am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xGRAD_OVERLOT] [1067-001_xFLD]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
KEYMAP
DR1
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 1 3.73 0.25 0.31 38.5 35.8 1.8 7.9
2.1 2.1 1.02 0.71 0.89 5.0 5.0 2.1 9.0
2.2 2.2 0.21 0.59 0.74 5.0 5.0 0.4 1.5
2.3 2.3 0.19 0.59 0.73 5.0 5.0 0.3 1.4
2.4 2.4 0.90 0.81 1.01 5.0 5.0 2.1 9.1
3.1 3.1 0.58 0.69 0.87 11.1 10.4 0.9 3.9
3.2 3.2 0.65 0.86 1.07 5.0 5.0 1.6 6.9
3.3 3.3 0.98 0.62 0.77 6.4 6.0 1.6 7.3
4.1 4.1 0.12 0.95 1.19 5.0 5.0 0.3 1.4
4.2 4.2 0.39 0.95 1.19 5.0 5.0 1.1 4.6
4.3 4.3 0.53 0.80 1.00 5.0 5.0 1.2 5.3
5 5 2.77 0.25 0.31 37.5 34.8 1.4 6.3
6 6 2.36 0.95 1.19 16.8 15.7 4.8 20.8
7 7 1.22 0.95 1.19 12.9 12.0 2.5 11.0
8 8 1.46 0.95 1.19 15.9 14.8 2.9 12.8
9 9 0.45 0.95 1.19 18.6 17.2 0.9 4.0
10 10 0.23 0.91 1.13 5.0 5.0 0.6 2.6
11 11 0.71 0.25 0.31 12.4 11.5 0.4 1.7
12 12 2.67 0.25 0.31 16.8 15.7 1.4 6.2
13 13 0.46 0.25 0.31 7.5 7.1 0.3 1.3
14 14 1.13 0.25 0.31 27.8 25.7 0.6 2.6
OS1 OS1 1.08 0.47 0.59 19.1 17.8 1.1 4.7
LID Summary per LID Structure
LID ID
Area Weighted %
Impervious Subbasin ID
Treatment Type Volume per
UD-BMP (ft3)
Vol. w/20%
Increase per
Fort Collins
Manual (ft3)
Impervious
Area (ft2)
Sq. Ft. Acre
s
LID 1 146,686 3.37 71%
2.1,2.2,2.3,2.4
4.1,4.2,4.3 Rain Garden 2,734 3,281 104,166
LID 2 42,881 0.98 51% 3.3 Rain Garden 597 716 21,965
LID 3 25,365 0.58 62% 3.1 Rain Garden 411 493 15,661
LID 4 116,475 2.67 0% 7,8 Future 0 0 0
LID 5 102,627 2.36 0% 6 Future 0 0 0
LID 6 30,770 0.71 0% 11 Future 0 0 0
LID 7 116,190 2.67 0% 12 Future 0 0 0
LID 8 19,986 0.46 0% 13 Future 0 0 0
Total 146,686 3.37 4,490 141,792
LID Site Summary - New Impervious Area
Total Site Area 941,607 ft2
Total Impervious Area 175,139 ft2
Total Impervious Area without LID Treatment 33,347 ft2
75% Requried Minium Area to be Treated 131,354
Total Treated Area 141,792 ft2
Percent Impervious Treated by LID 80.96%
DR1
DRAINAGE EXHIBIT
41
R=5'
20' MIN.
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
000 CONCRETE WASHOUT AREA
002 ROCK SOCK DETAIL 003 VEHICLE TRACKING CONTROL PAD
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
ROCK SOCK INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2. CRUSHED ROCK SHALL BE 11
2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH
GRADATION SHOWN ON THIS SHEET (11
2" MINUS).
3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF
1
2", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2"
CENTERS ON ENDS OF SOCKS.
5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE
ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
2'
RS
004 SILT FENCE/PERIMETER PROTECTION
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
SF
SF SF
001 SWALE WATTLE DIKE
NOTES
1. CONCRETE WASHOUT AREA SHALL BE
INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
2. VEHICLE TRACKING CONTROL IS REQUIRED IF
ACCESS TO CONCRETE WASHOUT AREA IS OFF
PAVEMENT.
3. SIGNS SHALL BE PLACED AT THE
CONSTRUCTION ENTRANCE, AT THE WASHOUT
AREA, AND ELSEWHERE AS NECESSARY TO
CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS
OF CONCRETE TRUCKS AND PUMP RIGS.
4. THE CONCRETE WASHOUT AREA SHALL BE
REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5. THE CONCRETE WASHOUT SHOULD BE
EMPTIED WHEN HALF OF TOTAL HOLDING
CAPACITY HAS BEEN REACHED.
6. AT THE END OF CONSTRUCTION, ALL
CONCRETE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN ACCEPTED
WASTE SITE.
7. WHEN THE CONCRETE WASHOUT AREA IS
REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE
STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
8. LOCATION OF CONCRETE WASHOUT AREA IS
CONCEPTUAL ONLY. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AT CONTRACTOR'S
DISCRETION.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
*IMPERMEABLE LINER MAY BE NEEDED
IF GROUND WATER IS ENCOUNTERED.
IP
006 CURB INLET PROTECTION
A A
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
005 OUTLET PROTECTION
39
W W W
W
W
W
CTV
G
E
E
E
E
W
W
G
G
FO
FO
FO
FO
FO
OHE
OHE
OHE OHE
OHE
FO
FO
FO FO
FO
E
FO
FO
FO
T
E
ELEC
X
X
X
X
X
GV
E
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
OHE
OHE
X X
X
X
X
X X X
X
X
X
X
X X
X
X X
X
X
X
E
E
CTV
CTV
E
E
X X
X
6" SS
6" SS
6" SS
6" SS
W
V
WV
H2O
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
FO
FOT T
FO FO
WV
C
S
S
WV
WV
M WV
W W
M
W
M M
H2O
GAS
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
W H2O
ELEC T
VAULT
ELEC
C
S
T
GAS
MH
ELEC C
ELEC
ELEC
M
C
T
T
ELEC
ELEC
ELEC
GV
X X
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CABLE VAULT
ELEC
S
E
E E
E
E
E
E E
E
E E E
E
E
E
E
E
E E
E
E E
C
O
UD
TF
S
W
F
VTC
WD
WD
WD
IP
IP
IP
IP
IP
OP
IP
IP
RR
2.3%
RS
RS
RS MU
OP
RR
RS
RS
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 2
SEE SHEET ST1
STORM DRAIN 2B
SEE SHEET ST2
STORM DRAIN 2D
SEE SHEET ST2
STORM DRAIN 3
SEE SHEET ST3
CWA
IP
SF SF
SF
SF
SF
SF SF SF
SF
SF
SF SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
RS
RS
RS
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Drng\1067-001_EROS.dwg LAYOUT NAME: ER1 DATE: Jun 24, 2020 - 10:47am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_xGRAD] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
ER1
EROSION CONTROL PLAN
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
PROPOSED UNDERDRAIN UD
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD
VTC
SILT FENCE SF SF SF
ROCK SOCK RS
RIP RAP RR
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4. DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATION
OF OVERLOT GRADING.
5. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. (SEE LANDSCAPE
PLANS) THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE
SEED FOR COVER CROPS ARE AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
6. REFER TO THE FINAL DRAINAGE REPORT FOR SALUD FAMILY HEALTH CENTER
DATED JUNE 24, 2020 FOR ADDITIONAL INFORMATION.
7. SEE LANDSCAPE PLANS FOR PERMANENT STABILIZATION
GENERAL NOTES:
WD
TRAFFIC CONTROL BARRICADE TCB
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
CONSTRUCTION FENCE CF CF CF
LIMITS OF DISTURBANCE LOD
SEEDING & MULCH (SEE LANDSCAPE PLANS) MU
38
5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND
AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/
NOTES:
8" MIN
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
2" MIN
30" MIN
12" MAX
1
GEOTEXTILE LINER
(AS PER PLAN)
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE TOP OF THE
MULCH
4 MAX
NON-FLOATABLE
MULCH (AS PER
PLAN)
3"
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
FOREBAY IS REQUIRED TO
BE PLACED AT ALL INFLOW
LOCATIONS; WITH A
MINIMUM 3" DROP FROM
GUTTER FLOWLINE TO
FOREBAY
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND
MEDIA
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
OVERFLOW
RISER OPTION
(AS PER PLAN)
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
STANDARD CROSS-SECTION
1
2
WALLED CROSS-SECTION
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
18" MIN
4"
12" MAX
30" MIN
36" MIN
BASIN WIDTH
COVER PLATE
8"
SIDEWALK CHASE
18" MIN
OVERFLOW RISER
OPTION (AS PER PLAN)
REINFORCED
CONCRETE WALLS (AS
PER PLAN)
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND MEDIA
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE SURFACE OF
THE MULCH
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
6. UNDERDRAIN:
6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT
FALL INTO OR CLOG THE OPENINGS.
6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.
6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE
UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE
BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY.
7. OVERFLOW INLET:
7.1. AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED.
7.2. ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE.
7.3. AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS.
8. CLEANOUTS:
8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.
8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE
APPROVED PLANS.
8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING
MATERIALS, AS REQUIRED.
9. FOREBAY:
9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES.
10. LANDSCAPE MATERIALS
10.1. CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE
NON-FLOATABLE.
10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE
MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE.
10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE
PREFERRED FOR BIORETENTION BASINS.
10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN.
10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.
2" MIN
8" MIN
4"
8"
NATIVE SOIL
ZONE
FLAT
APPROVED:
DETAILS DRAWN BY:
CONSTRUCTION DATE REVISED:
STORMWATER DETAIL
BIORETENTION
DECEMBER 2018
HEM
D-53
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger
than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to
plant growth or prove a hindrance to the facility's function and maintenance.
B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds.
C.Fully mixed BSM shall be tested prior to installation and meet the following criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to
lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense.
D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous
consistency shall be done to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A.Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to
prevent clumping.
C.Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free
of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health.
5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%.
6. Contractor shall certify that topsoil meets these specifications.
D.Leaf Compost
1. BSM shall consist of 10-20% leaf compost by volume.
2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation
and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition.
3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of
sustaining growth of vegetation, with no materials toxic to plant growth.
4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's
most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project
site.
5. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels
PART 3 - EXECUTION
A.General
1. Refer to project specifications for excavation requirements.
B.Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed 9-inches.
3. Compaction of BSM material is not required.
601 BIORETENTION SAND MEDIA SPECIFICATIONS
12" - 30" DRAIN
BASIN
12" - 30" INLINE
DRAIN
NON TRAFFIC INSTALLATION
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 9-30-99
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
9-30-99
CJA
602 TYPICAL BASIN INSTALLATION OPTIONS
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R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
605
D6
MODIFIED WATER QUALITY OUTLET STRUCTURE
603 WATER QUALITY OUTLET STRUCTURE
Pond 1
ELEV 1 5037.2
ELEV 2 5038.2
ELEV 3 5039.00
D wq (FT) 1.90
W1 (FT) 4.00
L1 (FT) 4.00
L2 (FT) 3.00
L3 (FT) 8.00
HOLE DIA (INCH) 7/8
# ROWS 3
# COLUMNS 1
100-YR ORIFICE
(INCH) N/A
SPILLWAY ELEV. 5042.8
UTILITY PLAN APPROVAL
408 DETENTION POND DEPTH GAUGE Environmental Planner
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
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.
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R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6
STREET
STREET
6
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
STANDARD MANHOLE
WW-3
SEWER BEDDING REQUIREMENTS STANDARD MANHOLE
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
BEDDING REQUIRMENTS
WW-1
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Utility Details.dwg LAYOUT NAME: D1 DATE: Jun 24, 2020 - 10:46am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
D1
UTILITY DETAILS
27
102 STANDARD SEWER SERVICE 103
104
POURED INVERT
1 IN. MIN.
SLOPE
PRECAST MANHOLE BASE
ALTERNATE BASE
6 IN.
8 IN. MIN
8 IN. MIN.
2 IN. MIN.
PIPE SIZE MIN. MANHOLE
MANHOLE SHALL BE AS FOLLOWS:
MINIMUM INSIDE DIAMETER OF
OVER 30 INCHES
18 IN. TO 30 IN.
15 IN. OR LESS
DIAMETER
72 IN.
60 IN.
48 IN.
PRE-FORMED PLASTIC GASKET
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
12 IN.
6 IN.
5 FT. MAX.
1 IN./FT.
SLOPE
18 IN. MAX.
MANHOLE RUNGS
12 IN. O.C. AS NEEDED
SEE TABLE
FINISHED GRADE
16 IN. MAX.
28 IN. MAX.
CAST-IN-PLACE CONCRETE BASE
ASTM C-478 MANHOLE SECTIONS
OF CONICAL TOP ASTM C-478
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP
SECTION SHALL HAVE A CONCENTRIC OPENING.
2 IN. MIN.
FLAT SLAB TOP SECTION IN LIEU
FLAT-TOP MANHOLE
WW-5
PRIVATE SANITARY SEWER CLEANOUT
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
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R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
49.24
49.08
47.52
44.61
45.59
45.96
45.93
49.24
49.08
45.46
47.25
47.34
45.66
3.7%
4.0%
3.6%
44.22
44.36
44.24
44.45
44.61
44.27
LAPORTE AVENUE LLC
LOT 6
LOT 5
LOT 4
SALUD ROAD
PROPOSED
6' CONCRETE
CROSSPAN
44.58
44.89
PROPOSED VERTICAL
CURB & GUTTER
5' SIDEWALK
5' SIDEWALK
R50'
R28'
R28'
R25'
R25'
72' ROW
50'
FL-FL
8' SIDEWALK
SALUD ROAD
48.81
47.55
46.40
46.72
46.71
45.88
47.45
49.49
48.81
46.40
47.09
2.3%
2.2%
2.3%
2.3%
47.14
3.4% 3.4%
47.68
48.23
2.2% 2.2%
3.2%
1.9%
47.55
50'
FL-FL
72' ROW
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
R25'
R25'
LOT 6
LOT 4
PROPOSED
GRAVEL DRIVE
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED PRIVATE
18" VERTICAL CURB & GUTTER
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED
TYPE 1 DRIVE CUT
PROPOSED PRIVATE
18" VERTICAL CURB & GUTTER
24'
FL-FL
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_INT.dwg LAYOUT NAME: INT1 DATE: Jun 24, 2020 - 10:46am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xSITE] [1067-001_xEXST] [1067-001_C3D_Roads] [1067-001_xSTRT_leg]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
INT1
INTERSECTION DETAILS
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
KEYMAP
A INTERSECTION DETAIL B INTERSECTION DETAIL
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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED ASPHALT
C INTERSECTION DETAIL
A
C
B
26
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
5046
5048
5052
5056
5060
5046
5048
5052
5056
5060
-40 -20 0 20 40
5055.3
5055.30
5054.8
5054.85
5054.0
5054.05
5053.8
5053.75
5053.4
5053.36
5052.9
5052.87
5052.5
5052.49
5051.9
5051.89
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
OHE OHE OHE
OHE
OHE OHE
OHE OHE
VAULT
ELEC T
FO
FOT T
FO FO
S
M M
M M
VAULT
ELEC T
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CABLE VAULT
ELEC
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
LAPORTE AVENUE
SALUD ROAD
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_XSEC_LAPORTE AVE.dwg LAYOUT NAME: XS1 DATE: Jun 24, 2020 - 10:46am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xSITE] [1067-001_xEXST] [1067-001_C3D_Roads] [NES-xborder] [1067-001_KEYMAP] [1067-001_xSTRT_leg]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
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 = 40 FEET
40 40 80 120
KEYMAP
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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED ASPHALT
XS1
XS1
ROADWAY CROSS SECTIONS
LAPORTE AVENUE
25
5053.58
5053.30
5053.12
5052.99
5052.83
5052.63
5052.38
5052.14
5051.95
5051.74
5051.49
5051.25
5051.07
5050.93
5050.79
5050.65
5050.51
5050.37
-0.67%
-0.75%
-0.50%
-0.83%
-1.05%
-1.45%
-1.05%
-1.17%
-0.56%
-0.96%
PVI STA = 13+00.00
PVI ELEV = 5054.51
PVI STA = 13+54.00
PVI ELEV = 5053.88
PVI STA = 13+78.75
PVI ELEV = 5053.52
PVI STA = 14+03.49
PVI ELEV = 5053.26
PVI STA = 14+27.26
PVI ELEV = 5053.10
PVI STA = 14+65.22
PVI ELEV = 5052.91
PVI STA = 15+08.64
PVI ELEV = 5052.55
PVI STA = 15+43.59
PVI ELEV = 5052.19
PVI STA = 15+87.05
PVI ELEV = 5051.86
PVI STA = 16+61.32
PVI ELEV = 5051.14
PVI STA = 18+15.00
PVI ELEV = 5050.28
-0.67%
-0.75%
-0.50%
-0.83%
-1.05%
-1.45%
-1.05%
-1.17%
-0.56%
-0.96%
PVI STA = 13+00.00
PVI ELEV = 5054.51
PVI STA = 13+54.00
PVI ELEV = 5053.88
PVI STA = 13+78.75
PVI ELEV = 5053.52
PVI STA = 14+03.49
PVI ELEV = 5053.26
PVI STA = 14+27.26
PVI ELEV = 5053.10
PVI STA = 14+65.22
PVI ELEV = 5052.91
PVI STA = 15+08.64
PVI ELEV = 5052.55
PVI STA = 15+43.59
PVI ELEV = 5052.19
PVI STA = 15+87.05
PVI ELEV = 5051.86
PVI STA = 16+61.32
PVI ELEV = 5051.14
PVI STA = 18+15.00
PVI ELEV = 5050.28
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING
GRADE
TIE INTO EXISTING
CURB & GUTTER
(-1.44%)
S
M M
M M
CABLE
PROPOSED
80' ROW
GABRIEL
PROPERTIES, LLC
DAVID & GRETCHEN OSBORN
1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
EXISTING
49'
-
10' CONCRETE
CROSSPAN
SALUD ROAD
SEE SHEET R1
PROPOSED 5' SIDEWALK
14' UTILITY EASEMENT
R25' R25'
PROPOSED RAMP
PROPOSED RAMP
EXISTING EOA
30'
℄
-
PROPOSED EDGE
OF ASPHALT
12' TURN LANE
12' TRAVEL LANE
12' TRAVEL LANE
300' TURN LANE
200' TAPER
200' TAPER
51.30
FUTURE CURB & GUTTER
FUTURE SIDEWALK
FUTURE RIGHT-OF-WAY
660' SIGHT DISTANCE TRIANGLE
40 MPH (DESIGN SPEED)
30 MPH (POSTED)
47'
-EOP
EXISTING
60' ROW
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_LAPORTE AVE.dwg LAYOUT NAME: R3 DATE: Jun 24, 2020 - 10:45am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xAerial] [1067-001_xSTRT_leg]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
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 = 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)
KEYMAP
R2
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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED ASPHALT
R3
PLAN & PROFILE
LAPORTE AVENUE
24
EXISTING
GROUND
(-0.60%)
2.25%
-4.00%
-1.00%
PVI STA = 23+05.13
PVI ELEV = 5039.12
200.0' VC
HP ELEV = 5047.22
HP STA = 19+83.61
PVI STA = 20+11.62
PVI ELEV = 5048.66
BVCS: 19+11.62
BVCE: 5046.41
EVCS: 21+11.62
EVCE: 5044.66
A.D. = 6.25
K = 32.00
120.0' VC
PVI STA = 22+31.74
PVI ELEV = 5039.85
BVCS: 21+71.74
BVCE: 5042.25
EVCS: 22+91.74
EVCE: 5039.25
A.D. = 3.00
K = 40.00
2.25%
-4.00%
-1.00%
PVI STA = 23+05.13
PVI ELEV = 5039.12
200.0' VC
HP ELEV = 5047.22
HP STA = 19+83.61
PVI STA = 20+11.62
PVI ELEV = 5048.66
BVCS: 19+11.62
BVCE: 5046.41
EVCS: 21+11.62
EVCE: 5044.66
A.D. = 6.25
K = 32.00
120.0' VC
PVI STA = 22+31.74
PVI ELEV = 5039.85
BVCS: 21+71.74
BVCE: 5042.25
EVCS: 22+91.74
EVCE: 5039.25
A.D. = 3.00
K = 40.00
FUTURE
GRADE
PROPOSED
GRADE
5046.14
5046.68
5047.04
5047.20
5047.17
5046.95
5046.53
5045.91
5045.10
5044.12
5043.12
5042.12
5041.22
5040.47
5039.89
5039.45
5039.17
24" RCP STORM
STA.=18+06.53
INV.=5039.75
5044.75
5044.61
5044.47
5044.33
5044.24
5044.37
5044.57
5044.90
-0.57%
-0.50%
0.50%
PVI STA = 17+93.64
PVI ELEV = 5044.36
PVI STA = 18+21.20
PVI ELEV = 5044.22
PVI STA = 19+24.55
PVI ELEV = 5045.35
78.2' VC
PVI STA = 18+85.44
PVI ELEV = 5044.54
BCVS: 18+46.33
BVCE: 5044.35
ECVS: 19+24.55
EVCE: 5045.35
A.D. = 1.56
K = 50.06
2.06%
-4.00%
-1.00%
PVI STA = 19+24.55
PVI ELEV = 5045.35
PVI STA = 23+41.11
PVI ELEV = 5038.43
197.2' VC
HP ELEV = 5046.57
HP STA = 20+17.48
PVI STA = 20+49.00
PVI ELEV = 5047.92
BVCS: 19+50.40
BVCE: 5045.88
EVCS: 21+47.60
EVCE: 5043.97
A.D. = 6.06
K = 32.53
120.0' VC
PVI STA = 22+67.73
PVI ELEV = 5039.17
BVCS: 22+07.73
BVCE: 5041.57
EVCS: 23+27.73
EVCE: 5038.57
A.D. = 3.00
K = 40.00
5044.56
5044.40
5044.27
5044.35
5044.58
5045.00
-0.63%
-0.50%
0.50%
PVI STA = 17+56.45
PVI ELEV = 5044.36
PVI STA = 17+79.42
PVI ELEV = 5044.24
68.3' VC
PVI STA = 18+31.41
PVI ELEV = 5044.50
BCVS: 17+97.27
BVCE: 5044.33
ECVS: 18+65.55
EVCE: 5045.35
A.D. = 1.97
K = 34.57
2.47%
-4.00%
-1.00%
PVI STA = 22+69.14
PVI ELEV = 5038.43
186.9' VC
HP ELEV = 5046.61
HP STA = 19+52.04
PVI STA = 19+74.06
PVI ELEV = 5048.03
BVCS: 18+80.61
BVCE: 5045.72
EVCS: 20+67.51
EVCE: 5044.30
A.D. = 6.47
K = 28.87
120.0' VC
PVI STA = 21+95.76
PVI ELEV = 5039.17
BVCS: 21+35.76
BVCE: 5041.57
EVCS: 22+55.76
EVCE: 5038.57
A.D. = 3.00
K = 40.00
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
PROPOSED
GRADE
5045.58
5046.14
5046.48
5046.60
5046.51
5046.21
5045.68
5044.94
5044.00
5043.00
5042.00
5041.02
5040.19
5039.51
5038.99
5038.63
PROPOSED INLET
24" RCP STORM
STA.=18+32.49
INV.=5039.70
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
PROPOSED
GRADE
5045.36
5045.87
5046.30
5046.53
5046.57
5046.41
5046.07
5045.53
5044.80
5043.88
5042.88
5041.88
5040.91
5040.10
5039.44
5038.94
5038.59
EXISTING
GROUND
X
X
X X
X X X
X X
OHE OHE
X
X
72' ROW
LAPORTE AVENUE LLC
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
50'
-
72' ROW
50'
-
PROPOSED 30" VERTICAL
CURB & GUTTER
8' TRAIL
CONCRETE TRAIL
EDGE OF TEMPORARY TURNAROUND
(RECYCLED ASPHALT)
PROPOSED 5' SIDEWALK
(FUTURE ROAD EXTENSION)
R25'
R25'
R28'
R28'
R50'
LOT 5
LOT 4
STORM DRAIN LINE 2
SEE SHEET ST1
LOT 6
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: R2 DATE: Jun 24, 2020 - 10:45am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
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 = 40 FEET
40 40 80 120
CENTERLINE
SALUD ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
KEYMAP
R1
R2
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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED ASPHALT
LINE
MATCH
STA
17+00
MATCH LINE SEE SHEET R1 STA 17+00
LEFT FLOWLINE
SALUD ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
SALUD ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
R2
PLAN & PROFILE
SALUD ROAD
23
K = 48.66
90.0' VC
PVI STA = 13+94.25
PVI ELEV = 5053.12
BVCS: 13+49.25
BVCE: 5053.45
EVCS: 14+39.25
EVCE: 5051.59
A.D. = 2.65
K = 33.95
112.0' VC
PVI STA = 16+00.99
PVI ELEV = 5046.09
BCVS: 15+44.99
BVCE: 5047.99
ECVS: 16+56.99
EVCE: 5045.75
A.D. = 2.80
K = 40.00
10' CROSSPAN
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STA.=14+37.24
EL. = 5043.156
5040
5045
5050
5055
5060
5065
5040
5045
5050
5055
5060
5065
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
5053.75
5053.23
5053.34
5053.49
5053.65
5053.86
5053.93
5053.89
5053.73
5053.56
5053.38
5053.21
5053.03
5052.86
5052.66
5052.29
5051.73
5050.99
5050.14
5049.29
5048.44
5047.59
5046.77
5046.10
5045.59
5045.24
5045.04
-2.07%
0.60%
-0.70%
-3.40%
-0.57%
PVI STA = 10+00.00
PVI ELEV = 5053.75
PVI STA = 10+29.98
PVI ELEV = 5053.07
PVI STA = 11+23.29
PVI ELEV = 5053.63
90.3' VC
HP ELEV = 5053.94
HP STA = 11+78.49
PVI STA = 11+68.44
PVI ELEV = 5054.13
BVCS: 11+23.29
BVCE: 5053.63
EVCS: 12+13.59
EVCE: 5053.81
A.D. = 1.80
K = 50.11
88.4' VC
PVI STA = 14+06.61
PVI ELEV = 5052.46
BVCS: 13+62.43
BVCE: 5052.77
EVCS: 14+50.80
EVCE: 5050.96
A.D. = 2.70
K = 32.73
111.0' VC
PVI STA = 16+14.70
PVI ELEV = 5045.39
BCVS: 15+59.22
BVCE: 5047.27
ECVS: 16+70.18
EVCE: 5045.07
A.D. = 2.83
K = 39.26
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
5053.05
5053.15
5053.39
5053.65
5053.86
5053.93
5053.86
5053.67
5053.46
5053.26
5053.06
5052.86
5052.64
5052.26
5051.69
5050.94
5050.09
5049.24
5048.39
5047.54
5046.73
5046.07
5045.57
5045.22
5045.03
5044.87
-2.23%
0.95%
1.10%
-0.81%
-3.40%
-0.63%
PVI STA = 10+03.30
PVI ELEV = 5053.54
PVI STA = 10+36.59
PVI ELEV = 5052.78
PVI STA = 11+08.22
PVI ELEV = 5053.47
83.2' VC
HP ELEV = 5053.93
HP STA = 11+74.48
PVI STA = 11+68.04
PVI ELEV = 5054.13
BVCS: 11+26.44
BVCE: 5053.67
EVCS: 12+09.64
EVCE: 5053.79
A.D. = 1.91
K = 43.61
88.0' VC
PVI STA = 13+82.04
PVI ELEV = 5052.40
BVCS: 13+38.02
BVCE: 5052.75
EVCS: 14+26.06
EVCE: 5050.90
A.D. = 2.59
K = 33.94
110.8' VC
PVI STA = 15+87.22
PVI ELEV = 5045.42
BCVS: 15+31.80
BVCE: 5047.31
ECVS: 16+42.64
EVCE: 5045.07
A.D. = 2.77
K = 39.99
X
X
X
X
X
M
M
M
72' ROW
50'
-
72' ROW
14' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED 5' SIDEWALK
PROPOSED 5' SIDEWALK
PROPOSED 5' SIDEWALK
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 18" VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
50'
-
LAPORTE AVENUE
SEE SHEET R3
PROPOSED RAMP
PROPOSED CULVERT
PROPOSED RAMP
10' CONCRETE
CROSSPAN
R25' R25'
PROPOSED RAMPS
TYPE I DRIVE CUT
TYPE I DRIVE CUT
STOP SIGN
PROPOSED 5' SIDEWALK
PROPOSED 5' SIDEWALK
STORM DRAIN LINE 3
SEE SHEET ST3
LAPORTE AVENUE
LOT 1 LOT 2
LOT 6
LOT 4
LOT 7
SALUD ROAD
R25'
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: R1 DATE: Jun 24, 2020 - 10:45am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
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 = 40 FEET
40 40 80 120
CENTERLINE
SALUD ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
KEYMAP
R1
R2
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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED ASPHALT
LINE
MATCH
STA
17+00
MATCH LINE SEE SHEET R2 STA 17+00
LEFT FLOWLINE
SALUD ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
SALUD ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
R1
PLAN & PROFILE
SALUD ROAD
22
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
G
G G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
E
E
G G G
E
E
E
E
FO
W
W
E
X
X
X
X X
X
X
FO
E
E
G
G
G G
G G G
G
G
G
G
G
G G
G
G G
W W
FO FO FO
FO FO FO FO FO FO
FO
W
W
W W W W
W
W
W
W
W
W
CTV
CTV
CTV
SS
CTV
CTV
G
G G G
E
E
E
E
E
E
E
E
W W
W
W
G G
G
G
FO FO FO
FO FO
FO
FO
FO
FO
FO FO
FO
OHE
OHE
OHE
OHE OHE
FO
FO
FO
FO
FO
FO
FO
E
E
E
G
FO
FO
FO
FO FO
FO FO FO
FO
T
T
E E
E
G
E
E
X X X X X
X X
W
CTV
CTV
E
E
E
X X X
X X X
WV
WV
H2O
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
FO
FOT T
FO FO
WV
C
S
S
WV
WV
M WV
W W
M
W
M M
H2O
GAS
MH
ELECCT ELEC
VAULT
ELEC
C
S
T
GAS
MH
ELEC C
GV
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CABLE VAULT
ELEC
DAVID & GRETCHEN OSBORN
1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
RETCHEN OSBORN
GABRIEL
PROPERTIES, LLC
GRETCHEN OSBORN
LOT 1
LOT 2
LOT 6
LOT 7
46.68
45.43
45.88
45.67
45.46
45.88
46.71
46.40
46.88
46.74
47.19
47.29
48.10
48.26
47.87
47.45
46.30 48.81
2.9%
44.00
43.17
52.23
52.04
51.23
51.21
52.04
51.06
51.06
51.89
51.89
50.63
44.00
44.00
51.62
PROPOSED BRIDGE
TO BE DESIGN BY
OTHERS
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: G3 DATE: Jun 24, 2020 - 10:45am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xFLD] [1067-001_xGRAD_OVERLOT] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [NES-xborder] [1067-001_GRAD-LEG] [1067-001_KEYMAP] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM
NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW
IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS
REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN.
6. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED
STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG
BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY
DISCREPANCIES PRIOR TO MOBILIZATION.
7. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE
CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE
FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME
OF BUILDING PERMIT APPLICATION.
8. SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATION
REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.
5. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450
FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD
FROM FEBRUARY 15 THROUGH JULY 15.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL CURB AND GUTTER
PROPOSED SWALE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODWAY
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A
NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR
ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
KEYMAP
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G1 G2
G3
MATCH LINE - SEE SHEET HC1 MATCH LINE - SEE SHEET HC2
G3
GRADING PLAN
21
X
X
X
E
E
E
E
E
T
ELEC
T
W H2O
T
T
ELEC
X X
LAPORTE AVENUE LLC
LOT 5
46.15
45.91
45.81
46.60
45.02
45.01
44.99
45.05
45.37
45.45
45.44
45.30
45.37
45.61
45.78
45.88
46.71
46.40
47.13
45.35
45.27
45.29
44.97
45.17
44.87
46.85
46.61
46.49
46.57
45.15
43.73
43.41
43.28
42.94
42.72
42.99
43.33
43.45
43.47
43.81
44.03
43.70
43.73
43.79
44.59
45.21
45.48
45.84
46.85
45.21
45.27
45.41
44.13
43.99
44.19
44.07
44.02
44.04
44.36
44.60
44.89
44.93
44.17
44.24
44.30
43.41
41.72
44.89
44.18
44.82
44.45
44.62
44.65
44.51
44.25
43.30
41.53
41.60
41.69
46.24
47.62
48.94
47.52
44.78
45.46
44.61
49.30
47.68
47.42
45.29
46.88
46.74
47.19
47.29
47.87
45.54
45.33
HP
43.00
6' SIDEWALK 6' SIDEWALK
6' SIDEWALK
5' SIDEWALK
7' SIDEWALK
6' SIDEWALK
5' SIDEWALK
8' SIDEWALK
FFE=47.50
2.4%
2.1%
2.1%
20.00 UTILITY
EASEMENT
10.00 POWER LINE
EASEMENT (BOOK
1599 PAGE 612)
20.00
EMERGENCY
ACCESS
EASEMENT
41.72
41.72
41.80
43.60
42.80
43.72
43.00
43.00
43.00
43.00
43.00
44.50
44.50
44.60
44.40
2.1%
3.5%
2.1%
5.9%
6.4%
6.5%
4.4%
3.8%
3.7%
2.1%
2.1%
2.1%
2.1%
EXISTING FLOODPLAIN
EXISTING FLOODWAY
RAIN GARDEN 2
MIN. MEDIA SQFT=612 SQFT
TOTAL VOLUME=875 CUFT
BOT POND ELEV=4941.8
SPILLWAY ELEV=4942.8
RAIN GARDEN 3
MIN. MEDIA SQFT=462 SQFT
TOTAL VOLUME=658 CUFT
BOT POND ELEV=4943
SPILLWAY ELEV=4944
STORM DRAIN 2
SEE SHEET ST2
1.7%
2.4%
3.7%
5.3%
6.1%
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: G2 DATE: Jun 24, 2020 - 10:45am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xFLD] [1067-001_xGRAD_OVERLOT] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [NES-xborder] [1067-001_GRAD-LEG] [1067-001_KEYMAP] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM
NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW
IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS
REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN.
6. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED
STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG
BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY
DISCREPANCIES PRIOR TO MOBILIZATION.
7. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE
CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE
FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME
OF BUILDING PERMIT APPLICATION.
8. SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATION
REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.
5. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450
FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD
FROM FEBRUARY 15 THROUGH JULY 15.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL CURB AND GUTTER
PROPOSED SWALE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODWAY
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A
NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR
ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
KEYMAP
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G1 G2
G3
MATCH LINE - SEE SHEET HC1
MATCH LINE - SEE SHEET HC3 G2
GRADING PLAN
20
100-YR VOLUME=3.61 AC-FT
100-YR WSEL=5041.31
WQ VOLUME=0.16 AC-FT
SPILLWAY ELEV=4942.8
43.45
40.20
44.22
43.73
44.18
44.62
44.67
45.12
45.05
45.42
45.21
45.45
45.36
46.00
46.22
45.53
45.51
45.72
45.61
45.80 45.96
45.83
44.91
44.81
44.95
45.57
45.60
45.71
45.39
45.49
44.78
44.86
46.31
46.35
46.42
46.70
46.70
46.42
46.42
46.35
46.35
46.70
46.70
46.42
46.35
46.48
46.54
47.08
47.23
46.91
46.72
46.87
46.77
46.48
46.25
46.49
46.64
46.68
46.54
46.20
46.32
46.56
46.15
45.91
45.81
46.60
45.02
45.01
44.99
45.05
45.37
45.45
45.44
45.30
45.43
45.52
45.69
45.85
45.94
45.88
45.67
45.46
45.37
45.61
45.78
45.88
46.71
46.40
46.70
46.70
44.42
44.95
44.65
44.48
43.97
42.38
47.50
47.31
47.49
46.94
47.10
46.97
47.50
41.32
40.20
42.84
44.15
47.13
STORM DRAIN 2
SEE SHEET ST2
46.53
46.88
46.74
47.19
47.29
47.87
47.45
46.30
45.54
37.00
37.82
38.64
41.92
41.92
43.00
43.00
40.20
43.00
43.00
8' SIDEWALK
7' SIDEWALK
8' SIDEWALK
FFE=47.50
39.62
40.25
41.19
41.31
39.60
40.48 39.81
40.53
37.33
37.61
39.11
44.20
45.59
45.26
???
44.43
44.00
43.68
???
42.92
43.12
38.57
43.08
43.00
42.80
43.00
43.00
43.00
42.93
40.20 42.80
40.20
40.22
40.20
40.20
40.20
40.20
2.1%
2.1%
2.1%
2.1%
7.0%
7.5%
2.3%
2.7%
3.5%
2.7%
2.0%
3.4%
2.7%
2.4%
2.1%
2.9%
2.5%
2.4%
2.1%
2.1%
2.0%
2.8%
2.8%
2.8%
2.8%
5.8%
5.9%
2.1%
3.8%
1.9%
20.00 SANITARY
SEWER EASEMENT
24.00 EMERGENCY
ACCESS EASEMENT
4 CONCRETE
CHANNEL
PROPOSED TRASH
ENCLOSURE
1.7%
2.7%
1.9%
2.7%
11.1%
3.5%
EXISTING FLOODWAY
EXISTING FLOODPLAIN
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 1
SEE SHEET ST1
4.7%
4.8%
PROPOSED POND
DEPTH GAUGE
6.1%
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: G1 DATE: Jun 24, 2020 - 10:55am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xFLD] [1067-001_xGRAD_OVERLOT] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [NES-xborder] [1067-001_GRAD-LEG] [1067-001_KEYMAP] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM
NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW
IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS
REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN.
6. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED
STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG
BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY
DISCREPANCIES PRIOR TO MOBILIZATION.
7. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE
CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE
FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME
OF BUILDING PERMIT APPLICATION.
8. SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATION
REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.
5. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450
FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD
FROM FEBRUARY 15 THROUGH JULY 15.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL CURB AND GUTTER
PROPOSED SWALE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODWAY
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A
NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR
ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
KEYMAP
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G1 G2
G3
MATCH LINE - SEE SHEET G2
MATCH LINE - SEE SHEET G3 G1
GRADING PLAN
19
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E E E E E E
UD
UD
TF
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
PROPOSED
BUILDING
DAVID & GRETCHEN OSBORN
GABRIEL PROPERTIES, LLC
2' CONCRETE PAN
2' CONCRETE PAN
PROPOSED POND OUTFALL
PROPOSED STORM MH
WITH PUMP
SALUD ROAD
LAPORTE AVENUE
LOT 1
LOT 2
LOT 6
LOT 4
LOT 3
LOT 5
72' ROW
50'
-
72' ROW
50'
-
RAIN GARDEN 1
DETENTION POND 1
PROPOSED BRIDGE
TO BE DESIGNED BY OTHERS
TEMPORARY TURN-AROUND
FUTURE ROAD
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
LOT 7
EXISTING FLOODPLAIN
EXISTING FLOODWAY
EXISTING FLOODPLAIN
EXISTING FLOODWAY
RAIN GARDEN 2
RAIN GARDEN 3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_OGRAD.dwg LAYOUT NAME: OG1 DATE: Jun 24, 2020 - 10:44am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xPUTIL] [1067-001_xEXST] [1067-001_KEYMAP] [1067-001_xGRAD_OVERLOT] [1067-001_GRAD-LEG] [1067-001_xFLD]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
KEYMAP
#####
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM
NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW
IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS
REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN.
6. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED
STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG
BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY
DISCREPANCIES PRIOR TO MOBILIZATION.
7. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE
CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE
FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME
OF BUILDING PERMIT APPLICATION.
8. SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATION
REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.
5. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450
FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD
FROM FEBRUARY 15 THROUGH JULY 15.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL CURB AND GUTTER
PROPOSED SWALE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODWAY
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A
NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR
ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
OG1
GRADING PLAN
OVERALL
18
5045
5050
5055
5060
5065
5025
5030
5035
5040
5045
5050
5055
5060
5065
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
EXISTING
GROUND
PROPOSED
GROUND
FES 3A
STA 10+00.00
INV. 5040.20 (S)
306.41 LF 24" RCP @ 0.31%
INLET 3B
STA 13+06.41
FL. EL 5046.6±
INV. IN 5041.15 (E)
INV. OUT 5041.15 (N)
114.28 LF 24" RCP @ 0.33%
INLET 3C
STA 14+20.69
FL. EL 5046.3±
INV. IN 5041.53 (NE)
INV. OUT 5041.53 (W)
133.93 LF 24" RCP @ 0.33%
INLET 3D
STA 15+54.62
FL. EL 5044.9±
INV. IN 5041.97 (SE)
INV. OUT 5041.97 (SW)
37.66 LF
15" RCP
@ 0.33%
INLET 3E
STA 15+92.28
FL. EL 5045.0±
INV. OUT 5042.10 (NW)
100-YR HGL
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strm\1067-001_STRM 3.dwg LAYOUT NAME: ST3 DATE: Jun 24, 2020 - 10:44am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xSTRM_leg] [1067-001_xTOPO] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
ST3
PLAN & PROFILE
STORM DRAIN 3
17
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6. SEE DETAIL SHEET ER3 FOR RIP-RAP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
Inlet Schedule
Inlet Inlet Type Inlet Size
OUTLET 2B-1 TYPE C N/A
OUTLET 2C TYPE C N/A
OUTLET 2D-1 TYPE C N/A
INLET 2E COMBO SINGLE
INLET 3B COMBO SINGLE
INLET 3C COMBO SINGLE
INLET 3D TYPE 13 DOUBLE
INLET 3E COMBO SINGLE
PROFILE SCALE:
STORM DRAIN 3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
RIM 5042.8±
INV. IN 5038.42 (E)
INV. IN 5037.53 (S)
INV. OUT 5037.53 (W)
21.00 LF
18" RCP
@ 0.81%
OUTLET 2B-1
STA 10+21.00
INV. 5037.70 (S)
INV. 5037.70 (N)
21.23 LF
4" PVC
@ 0.20%
UD TEE 2B-2
STA 10+42.23
RIM 5038.1±
INV. IN 5037.74 (E)
INV. IN 5037.74 (S)
INV. OUT 5037.74 (N)
62.36 LF
4" PVC
@ 0.20%
CLEANOUT 2B-3
STA 11+04.59
RIM 5039.2±
INV. OUT 5037.87 (N)
100-YR HGL
S
E
E
E
E
E
E
W
F
E
LOT 4
SALUD ROAD
50'
FL-FL
72' ROW
CLEANOUT 2D-2
STA 10+37.97
N: 132510.13
E: 186061.18
23.83 LF
4" PVC
@ 0.50%
OUTLET 2D-1
STA 10+14.14
N: 132527.98
E: 186076.97
14.14 LF
12" RCP
@ 0.50%
STMH 2D
STA 10+00.00
N: 132532.70
E: 186090.30
5025
5030
5035
5040
5045
5050
5055
5060
5065
5025
5030
5035
5040
5045
5050
5055
5060
5065
9+50 10+00 11+00 11+50
EXISTING
GROUND
PROPOSED
GROUND
CLEANOUT 2D-2
STA 10+37.97
RIM 5043.0±
INV. OUT 5040.67 (NE)
23.83 LF
4" PVC
@ 0.50%
OUTLET 2D-1
STA 10+14.14
RIM 5044.0±
INV. IN 5040.55 (SW)
INV. OUT 5039.71 (E)
14.14 LF
12" RCP
@ 0.50%
STMH 2D
STA 10+00.00
RIM 5045.2±
INV. IN 5039.64 (S)
INV. IN 5039.64 (W)
INV. OUT 5039.64 (N)
100-YR HGL
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strm\1067-001_STRM 2b 2d.dwg LAYOUT NAME: ST2 DATE: Jun 24, 2020 - 10:44am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xSTRM_leg] [1067-001_xTOPO] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
ST2
PLAN & PROFILE
STORM DRAIN 2B & 2D
16
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
STORM
DRAIN A
PROFILE SCALE:
STORM DRAIN 2D
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6. SEE DETAIL SHEET ER3 FOR RIP-RAP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
Inlet Schedule
Inlet Inlet Type Inlet Size
OUTLET 2B-1 TYPE C N/A
OUTLET 2C TYPE C N/A
OUTLET 2D-1 TYPE C N/A
INLET 2E COMBO SINGLE
INLET 3B COMBO SINGLE
INLET 3C COMBO SINGLE
INLET 3D TYPE 13 DOUBLE
INLET 3E COMBO SINGLE
PROFILE SCALE:
STORM DRAIN 2B
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
STORM
DRAIN 2B
STORM
DRAIN 2D
NORTH
5050
5055
5060
9+50 10+00 11+00
FES 1
STA 10+10.00
INV. 5043.42 (S)
6.56 LF
6" HDPE
@ -54.71%
SUMPED MANHOLE
w/ 0.6 CFS PUMP
STA 10+16.56
RIM 5043.5±
INV. IN 5036.74 (S)
INV. OUT 5039.83 (N)
32.48 LF
24" RCP
@ 0.50%
END OUTLET STRUCTURE 1-2
STA 10+49.05
INV. 5036.91 (S)
INV. 5036.91 (N)
EXISTING
GROUND
PROPOSED
GROUND
BEGIN OUTLET STRUCTURE 1-2
STA 10+58.39
INV. 5037.00 (N)
100-YR HGL
UD
UD
X X
X
X
X
40.44 LF
30" RCP
@ 0.50%
STMH 2B
STA 10+50.44
N: 132800.50
E: 185636.84
367.05 LF 30" RCP @ 0.20%
OUTLET 2C
STA 14+17.49
N: 132755.13
E: 186001.08
239.65 LF 24" RCP @ 0.20%
LOT 4
20' SANITARY SEWER
EASEMENT
NATURAL HABITAT
BUFFER ZONE
PROPOSED 8"
SANITARY SEWER
44.87 LF
4" PVC
@ 0.50%
CLEANOUT 2C-1
INV. OUT=5039.39 (W)
FG=5041.7
STORM DRAIN LINE 2B
SEE SHEET ST2
FES 2A
STA 10+10.00
N: 132805.46
E: 185596.71
5025
5030
5035
5040
5045
5050
5055
5060
5065
5025
5030
5035
5040
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
FES 2A
STA 10+10.00
INV. 5037.33 (E)
40.44 LF
30" RCP
@ 0.50%
STMH 2B
STA 10+50.44
RIM 5042.8±
INV. IN 5038.42 (E)
INV. IN 5037.53 (S)
INV. OUT 5037.53 (W)
367.05 LF 30" RCP @ 0.20%
OUTLET 2C
STA 14+17.49
RIM 5042.7±
INV. IN 5039.16 (S)
INV. IN 5039.16 (E)
INV. OUT 5039.16 (W)
239.65 LF 24" RCP @ 0.20%
STMH 2D
STA 16+57.15
RIM 5045.2±
INV. IN 5039.64 (S)
INV. IN 5039.64 (W)
INV. OUT 5039.64 (N)
82.63 LF
24" RCP
@ 0.20%
INLET 2E
STA 17+39.77
FL. EL 5044.3±
INV. IN 5039.80 (SE)
INV. OUT 5039.80 (N)
25.00 LF
15" RCP
@ 0.50%
STUB 2F
STA 17+64.77
INV. 5039.93 (NW)
EXISTING
GROUND
PROPOSED
GROUND
18"
100-YR HGL
8" PVC SANITARY
STA.=10+82.01
INV.=5037.00
6"
E
E
E
E
E
E
W
X
E
E E
239.65 LF 24" RCP @ 0.20%
STMH 2D
STA 16+57.15
N: 132532.70
E: 186090.30
82.63 LF
24" RCP
@ 0.20%
INLET 2E
STA 17+39.77
N: 132456.27
E: 186121.68
STUB 2F
STA 17+64.77
N: 132435.44
E: 186135.51
25.00 LF
15" RCP
@ 0.50%
LOT 6
LOT 4
SALUD ROAD
50'
FL-FL
72' ROW
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Strm\1067-001_STRM 1 2.dwg LAYOUT NAME: ST1 DATE: Jun 24, 2020 - 10:43am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xSTRM_leg] [1067-001_xTOPO] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
ST1
PLAN & PROFILE
STORM DRAIN 1 & 2
15
KEYMAP
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROFILE SCALE:
LINE
MATCH
STA
15+00
STORM DRAIN 2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6. SEE DETAIL SHEET ER3 FOR RIP-RAP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
Inlet Schedule
Inlet Inlet Type Inlet Size
OUTLET 2B-1 TYPE C N/A
OUTLET 2C TYPE C N/A
OUTLET 2D-1 TYPE C N/A
INLET 2E COMBO SINGLE
INLET 3B COMBO SINGLE
INLET 3C COMBO SINGLE
INLET 3D TYPE 13 DOUBLE
INLET 3E COMBO SINGLE
PROFILE SCALE:
LINE
MATCH
STA
15+00
STORM DRAIN 1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
STORM
DRAIN 2
STORM
DRAIN 2
STORM
DRAIN 1
NORTH NORTH NORTH
STORM DRAIN LINE 2
SEE THIS SHEET
5035
5040
5045
5050
5055
5060
5065
5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
EXISTING
GROUND
PROPOSED
GROUND
SSMH A2
STA 7+11.58
RIM 5042.8±
INV. IN 5037.17 (SE)
INV. OUT 5037.07 (NW)
93.62 LF 8" PVC @ 0.40% 398.37 LF 8" PVC @ 0.40%
SSMH A1
STA 6+17.96
RIM 5042.9±
INV. IN 5036.70 (SE)
INV. OUT 5036.60 (NW)
SSMH A3
STA 11+09.96
RIM 5045.3±
INV. IN 5038.76 (S)
INV. OUT 5038.76 (NW)
339.71 LF 8" PVC @ 0.40%
SSMH A4
STA 14+49.66
RIM 5047.0±
INV. IN 5040.22 (SW)
INV. OUT 5040.12 (N)
283.96 LF 8" PVC @ 0.40%
SSMH A5
STA 17+33.62
RIM 5053.8±
INV. OUT 5041.36 (NE)
BEGIN BORED
CASING PIPE
STA.=15+29.44
EL. = 5040.539
END BORED CASING PIPE
STA.=16+29.44
100-LF 16" STEEL EL. = 5040.939
CASING PIPE
(0.375-IN)
PROPOSED CLAY
CUT-OFF WALL. EXTEND
1-FT ABOVE MAX WATER
SURFACE ELEVATION OF
DITCH
1' COVER
PROPOSED CLAY
CUT-OFF WALL. EXTEND
1-FT ABOVE MAX WATER
SURFACE ELEVATION OF
DITCH
30" RCP STORM
STA.=6+92.34
INV.=5038.49
6"
8" WATER LOWERING
STA.=13+98.42
TOP=5038.39
UD
UD
ELEC
X X
X X
X
E
6" SS
X
CITY OF
FORT
COLLINS
SSMH A3
STA 11+09.96
N: 132624.27
E: 186043.02
SSMH A1
STA 6+17.96
N: 132864.63
E: 185638.08
SSMH A2
STA 7+11.58
N: 132779.00
E: 185675.93
93.62 LF 8" PVC @ 0.40%
398.37 LF 8" PVC @ 0.40%
STORM DRAIN LINE 2
SEE SHEET ST1
20.00' SANITARY
SEWER
EASEMENT
EXISTING 6"
SANITARY
SEWER REMOVE SANITARY
CLEANOUT AND TIE 6"
SANITARY TO PROPOSED
MANHOLE
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Util\1067-001_SAN A.dwg LAYOUT NAME: SS1 DATE: Jun 24, 2020 - 10:43am CAD OPERATOR: mason
LIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xTOPO] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
SS1
PLAN & PROFILE
SANITARY SEWER A
14
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROFILE SCALE:
SANITARY SEWER A
SANITARY
SEWER A
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
LINE
MATCH
STA
11+50
LINE
MATCH
STA
11+50
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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
4. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
G G
W
FO FO
FO FO FO FO
G G
E
E
E
E
E
W
W
G G
FO
FO
FO
FO
FO
FO FO
OHE
OHE
OHE
OHE OHE
OHE OHE
FO
FO
FO
FO
FO
FO
E
G
FO FO FO
FO
T
E
E
LEC
X
X
X
X
X
X
GV
E
G
ELEC
ELEC
CONTROL
IRR
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
G
T
T
T
T
T
E
E E
CTV
CTV
E
E
E
X
X
X
6" SS
6" SS
W
V
WV
H2O
FO
FOT T
FO FO
WV
H2O
GAS
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
W H2O
ELEC T
GAS
MH
ELEC C
ELEC
ELEC
M
C
T
T
ELEC
ELEC
ELEC
GV
X
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
PROPOSED
BUILDING
ONE STORY
ALUM. SIDING
BUILDING
S
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
C
O
UD
UD
TF
S
W
F
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 4" SANITARY SERVICE (TYP.)
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
=
750.
00
'
141.26 LF 8" PVC
N38°30'25"E
180.88 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
52.98 LF 8" PVC
N38°30'25"E
44.85 LF 6" PVC
N89°10'23"W
CONNECT TO
EXISTING 8" PVC
FROM LAPORTE AVE
w/ MRJ
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" SWIVEL 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 w/ MRJ
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
RELOCATED
FH ASSEMBLY
N:131857.70
E:185694.80
8"x6" TEE
w/TB & 1-6" GV (NW)
N:132422.00
E:186036.77
72' ROW
50' -
9' UTILITY EASEMENT
9' UTILITY EASEMENT
72' ROW
50'
-
LAPORTE AVENUE
SALUD ROAD
9' UTILITY EASEMENT
14' UTILITY EASEMENT
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
8"x6" SWIVEL TEE w/TB
1-6" GV (N)
1-8" GV (E)
N:132532.51
TEMPORARY FIRE HYDRANT E:186264.31
1 - 8" GV (E)
1 - 8"x6" REDUCER (E)
N:132454.93
E:185593.04
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
CONNECT TO EXISTING
SANITARY SERVICE
WITH CLEANOUT
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
.22
L
F
8
" PV
C
R
=
7
00
.
00
'
18.13 LF 8" PVC
S66°51'05"E
11.62 LF 8" PVC
S89°21'05"E
INSTALL 4" SANITARY SERVICE
8"x6" SWIVEL TEE w/TB
1-6" GV (N,E)
N:131857.05
E:185739.64
FH ASSEMBLY
N:132296.51
E:185887.30
FH ASSEMBLY
N:132551.52
E:186264.44
20' UTILITY EASEMENT
LOT 1
LOT 2
LOT 6
LOT 4
LOT 3
LOT 5
EXISTING CLEANOUT TO
BE REPLACED WITH
SANITARY MANHOLE
FUTURE ROAD
PROPOSED 1" WATER SERVICE (TYP.)
PROPOSED 6"
FIRE SERVICE (TYP.)
8" GATE VALVE
TO REMAIN CLOSED
PROPOSED ELECTRIC LINE
PROPOSED ELECTRIC LINE
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
INSTALL 1" WATER SERVICE
TEMPORARY TURN-AROUND
PROPOSED BRIDGE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
IRRIGATION DITCH
EMERGENCY SPILLWAY
(CONCRETE WEIR)
N:132889.85
E:186561.01
N:132511.89
E:186558.40
N:132515.65
E:186273.43
N:132051.96
E:186020.92
N:131954.53
E:185775.47
N:132243.05
E:185563.44
20' UTILITY
EASEMENT
24' PUBLIC AND EMERGENCY
ACCESS EASEMENT
LOT 7
SUMPED MANHOLE FES 1
w/ 0.6-CFS PUMP
END OUTLET STRUCTURE 1-2
FES 2A
INLET 3D
INLET 3C
INLET 3B
FES 3A
SSMH A5
SSMH A4
EXISTING 6" SANITARY
SERVICE
INLET 3E
OUTLET 2B-1
STMH 2B
OUTLET 2C
OUTLET 2D-1
STMH 2D
INLET 2E
STUB 2F
STORM DRAIN LINE 2
SEE SHEET ST1
STORM DRAIN LINE 1
SEE SHEET ST1
STORM DRAIN LINE 2B
SEE SHEET ST2
STORM DRAIN LINE 2D
SEE SHEET ST2
STORM DRAIN LINE 3
SEE SHEET ST3
INSTALL 4" SANITARY SERVICE
10' POWER LINE
EASEMENT (BOOK
1599 PAGE 612)
POWER LINES
EASEMENT (BOOK 1599
PAGE 612)
20' SANITARY SEWER
EASEMENT
20' EMERGENCY ACCESS
EASEMENT
24' EMERGENCY ACCESS
EASEMENT
SANITARY SEWER A
SEE SHEET SS1
SSMH A2
SSMH A3
SANITARY SEWER A
SEE SHEET SS1
DETENTION POND 1
RAIN
GARDEN 2
RAIN
GARDEN 1
RAIN
GARDEN 3
PROPOSED POND DEPTH GAUGE
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.
16. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET
OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM
FEBRUARY 15 THROUGH JULY 15.
EXISTING LOT LINES
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
CTV
EXISTING ELECTRIC E
EXISTING TELEPHONE
EXISTING GAS
W
PROPOSED WATER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Util\1067-001_UTIL.dwg LAYOUT NAME: U1 DATE: Jun 24, 2020 - 10:42am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xEXST] [1067-001_KEYMAP] [1067-001_xGRAD] [1067-001_xFLD]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROPOSED WATER W
PROPOSED SANITARY SEWER
PROPOSED FH
PROPOSED ELECTRIC E
KEYMAP
U1
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
U1
UTILITY PLAN
13
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
LAPORTE AVENUE
DAVID &
GRETCHEN
OSBORN
1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
GABRIEL
PROPERTIES, LLC
LOT 1
LOT 2
LOT 6
LOT 7
72' ROW
50'
FL-FL
BASIS OF BEARINGS
SOUTH LINE OF NW 1
4
SECTION 10
N:132243.05
E:185563.44
N:132051.96
E:186020.92
N:131980.17
E:186030.53
N:131981.31
E:185944.15
N:132002.30
E:185944.29
N:132003.40
E:185861.30
N:131953.40
E:185860.96
N:131954.53
E:185775.47
N:131834.54
E:185773.89
N:131807.37
E:185558.51
R25'
R25'
R25'
R25'
24'
FL-FL
N:132320.69
E:185902.49
19'
(TYP.)
9' (TYP.)
24' 38' (TYP.) 24'
9' (TYP.)
9' (TYP.)
17' (TYP.)
24'
24'
SALUD ROAD
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
P10
TEMPORARY D1
RESTRIPING (PHASE 3)
1
1
1 1
1
1
1
1
3
3
2
2
2
LARIMER COUNTY CANAL #2
POWER LINES
EASEMENT (BOOK 1599
PAGE 612)
PROPOSED BRIDGE
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_HC.dwg LAYOUT NAME: HC3 DATE: Jun 24, 2020 - 10:42am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xHC_leg] [1067-001_xEXST] [1067-001_xSITE] [1067-001_xPUTIL] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
HC3
HORIZONTAL CONTROL PLAN
12
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
MATCH LINE - SEE SHEET HC2
HC1 HC2
HC3
T
S
D
B
F
1
2
3
VERTICAL CURB & GUTTER
18" VERTICAL INFLOW CURB & GUTTER
CURB TRANSITION
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.
3. SINGLE POINT CURB TRANSITIONS ARE 6'.
4. SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
18" VERTICAL OUTFALL CURB & GUTTER
STANDARD ACCESS RAMP
DIRECTIONAL ACCESS RAMP
BI-DIRECTIONAL ACCESS RAMP
CORNER FLARE ACCESS RAMP
EASEMENTS
NOTES:
PROPOSED INFLOW CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
PROPOSED EDGE OF PAVEMENT / / / / / / / /
PROPOSED OUTFALL CURB & GUTTER
LEGEND:
PROPOSED LOT LINE
EXISTING ROW
PROPOSED ROW
X' PAN PX
DRIVEWAY (TYPE I) D1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MATCH LINE - SEE SHEET HC1
E
E
E E E
E E E E
E
E E
LAPORTE AVENUE LLC
LOT 5
50'
FL-FL
72' ROW
N:132889.85
E:186561.01
N:132511.89
E:186558.40
N:132515.65
E:186273.43
N:132479.63
E:185988.51
N:132575.10
E:186015.01
N:132605.07
E:186004.65
LOT 4
17' (TYP.)
9'
(TYP.)
38' (TYP.)
9' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.)
9'
(TYP.)
24' (TYP.)
R50'
R25'
24'
FL-FL
N:132636.31
E:185941.99
23'
22'
17' (TYP.)
R25'
R25'
N:132605.62
E:186065.11
N:132629.06
E:186080.12
24'
24'
22'
N:132739.08
E:186039.55
N:132493.25
E:186135.56
4'
4' CURB CUT
& SIDEWALK CHASE
N:132496.81
E:186092.36
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK 6' SIDEWALK
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
7' SIDEWALK
6' SIDEWALK
5' SIDEWALK
8' SIDEWALK
8' SIDEWALK
43.2' ROW
P6
P2
P2
P2
P2
1 1
1
1
3
2
3
2
3
3
3
3
3
3
3
3
2
2
2
2
2
2
2
2
3
3
3
3
3
3
2
BIKE RACK
N:132585.06
E:186046.83
SALUD ROAD
10' POWER LINE
EASEMENT (BOOK
1599 PAGE 612)
20' EMERGENCY ACCESS
EASEMENT
RAIN
GARDEN 2
RAIN
GARDEN 3
PROPOSED
LANDSCAPE WALL
2' CURB CUT
N:132730.04
E:186038.00
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_HC.dwg LAYOUT NAME: HC2 DATE: Jun 24, 2020 - 10:42am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xHC_leg] [1067-001_xEXST] [1067-001_xSITE] [1067-001_xPUTIL] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
HC2
HORIZONTAL CONTROL PLAN
11
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
MATCH LINE - SEE SHEET HC1
HC1 HC2
HC3
T
S
D
B
F
1
2
3
VERTICAL CURB & GUTTER
18" VERTICAL INFLOW CURB & GUTTER
CURB TRANSITION
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.
3. SINGLE POINT CURB TRANSITIONS ARE 6'.
4. SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
18" VERTICAL OUTFALL CURB & GUTTER
STANDARD ACCESS RAMP
DIRECTIONAL ACCESS RAMP
BI-DIRECTIONAL ACCESS RAMP
CORNER FLARE ACCESS RAMP
EASEMENTS
NOTES:
PROPOSED INFLOW CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
PROPOSED EDGE OF PAVEMENT / / / / / / / /
PROPOSED OUTFALL CURB & GUTTER
LEGEND:
PROPOSED LOT LINE
EXISTING ROW
PROPOSED ROW
X' PAN PX
DRIVEWAY (TYPE I) D1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MATCH LINE - SEE SHEET HC3
R25'
24'
FL-FL
24'
FL-FL
N:132396.25
E:185838.76
N:132469.93
E:185618.25
N:132687.19
E:185666.28
N:132677.10
E:185766.16
N:132473.52
E:185900.24
N:132480.76
E:185669.16
4' CURB CUT
N:132698.77
E:185688.11
N:132422.46
E:185713.35
N:132405.17
E:185746.14
N:132581.58
E:185710.13
N:132634.38
E:185721.92
N:132747.50
E:185696.62
9' (TYP.)
23'
22.51'
24'
23'
22'
4' CONCRETE
CHANNEL
4.5' SIDEWALK 4.5' SIDEWALK
8' SIDEWALK
7' SIDEWALK
8' SIDEWALK
13' SIDEWALK
6' SIDEWALK
P2
P2
P2
P2
3
3
3
3
2
S
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
20' SANITARY SEWER
EASEMENT
24' EMERGENCY ACCESS
EASEMENT
PROPOSED GRASS
SWALE
PROPOSED
BUILDING
DETENTION
POND 1
RAIN GARDEN 1
PROPOSED TRASH
ENCLOSURE
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_HC.dwg LAYOUT NAME: HC1 DATE: Jun 24, 2020 - 10:42am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xHC_leg] [1067-001_xEXST] [1067-001_xSITE] [1067-001_xPUTIL] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
MATCH LINE - SEE SHEET HC2
HC1 HC2
HC3
T
S
D
B
F
1
2
3
VERTICAL CURB & GUTTER
18" VERTICAL INFLOW CURB & GUTTER
CURB TRANSITION
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.
3. SINGLE POINT CURB TRANSITIONS ARE 6'.
4. SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
18" VERTICAL OUTFALL CURB & GUTTER
STANDARD ACCESS RAMP
DIRECTIONAL ACCESS RAMP
BI-DIRECTIONAL ACCESS RAMP
CORNER FLARE ACCESS RAMP
EASEMENTS
NOTES:
PROPOSED INFLOW CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
PROPOSED EDGE OF PAVEMENT / / / / / / / /
PROPOSED OUTFALL CURB & GUTTER
LEGEND:
PROPOSED LOT LINE
EXISTING ROW
PROPOSED ROW
X' PAN PX
DRIVEWAY (TYPE I) D1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MATCH LINE - SEE SHEET HC3 HC1
HORIZONTAL CONTROL PLAN
10
UD
UD
LAPORTE AVENUE
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
LOT 1
LOT 2
LOT 6
LOT 4
LOT 3
LOT 5
LOT 7
LOT 4
SALUD ROAD
LARIMER COUNTY CANAL #2
10' POWER LINE
EASEMENT (BOOK
1599 PAGE 612)
POWER LINES
EASEMENT (BOOK 1599
PAGE 612)
20' SANITARY SEWER
EASEMENT
20' EMERGENCY ACCESS
EASEMENT
24' EMERGENCY ACCESS
EASEMENT
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_PAVE.dwg LAYOUT NAME: PV1 DATE: Jun 24, 2020 - 10:42am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xPAVE_leg] [1067-001_xEXST] [1067-001_xSITE] [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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
PV1
PAVING PLAN
9
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PV1
EASEMENTS
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
4. 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.
5. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6. REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
PROPOSED EDGE OF PAVEMENT / / / / / / / /
CONCRETE PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
ASPHALT PAVING
GRAVEL
PV1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CABLE VAULT
ELEC
GABRIEL PROPERTIES, LLC
DAVID &
GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
DAVID & GRETCHEN OSBORN
GABRIEL
PROPERTIES, LLC
DAVID & GRETCHEN OSBORN
LOT 1
LOT 2
LOT 6
LOT 4
LOT 7
OVERLOT
GRADING
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_4.dwg LAYOUT NAME: PH5 DATE: Jun 24, 2020 - 10:41am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_KEYMAP] [1067-001_xPHAS_Table]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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)
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. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET
OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM
FEBRUARY 15 THROUGH JULY 15.
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
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING STRUCTURES (TO BE REMOVED)
EXISTING CONCRETE / ASPHALT / GRAVEL
(TO BE REMOVED)
KEYMAP
PH5
PHASING SEQUENCE
PHASE 1 2 3 4
General site demolition for construction of Salud Parkway, existing Salud facility to remain active
Installation of utilities (water, wastewater, storm, elec, etc.)
Grading of detention facilities
Construction of Salud Parkway
Construction of new Salud facility
Reconstruction of Laporte Ave and relocation of existing Salud facility access
Demolition and overlot grading of existing Salud Facility
PHASE 4 NOTES:
1. COMPLETION OF REMODEL OF PROPOSED SALUD FACILITY
2. DEMOLITION OF EXISTING SALUD FACILITY AND PARKING LOT
3. OVERLOT GRADING OF LOTS 1 AND 2
4. SALUD PARKWAY OPEN TO PUBLIC ACCESS
PH5
PHASE 4 DETAILS
8
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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)
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. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET
OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM
FEBRUARY 15 THROUGH JULY 15.
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
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING STRUCTURES (TO BE REMOVED)
EXISTING CONCRETE / ASPHALT / GRAVEL
(TO BE REMOVED)
KEYMAP
PH4
PHASING SEQUENCE
PHASE 1 2 3 4
General site demolition for construction of Salud Parkway, existing Salud facility to remain active
Installation of utilities (water, wastewater, storm, elec, etc.)
Grading of detention facilities
Construction of Salud Parkway
Construction of new Salud facility
Reconstruction of Laporte Ave and relocation of existing Salud facility access
Demolition and overlot grading of existing Salud Facility
PHASE 3 NOTES:
1. RELOCATION OF ACCESS TO THE EXISTING SALUD FACILITY FROM
LAPORTE AVE TO SALUD PARKWAY WHILE REMODELING OF
PROPOSED SALUD FACILITY IS OCCURING.
2. TEMPORARY RESTRIPING OF EXISTING SALUD PARKING LOT TO
WORK WITH RELOCATION OF ACCESS.
3. RECONSTRUCTION OF LAPORTE AVENUE.
4. SALUD PARKWAY TO BE LIMITED TO CONSTRUCTION TRAFFIC ONLY
NORTH OF RELOCATED ACCESS TO EXISTING SALUD FACILITY
PH4
PHASE 3 DETAILS
7
G
E
E
E
E
W
W
G
G
FO
FO
FO
FO
FO
OHE OHE
OHE
OHE
OHE
FO
FO
FO
FO
FO
E
FO FO
FO
T
E
ELEC
X
X
X
X
X
GV
E
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
OHE OHE
X X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X X X
E
E
CTV
CTV
E
E
X
X
X
6" SS
6" SS
6" SS
W
V
WV
H2O
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
FO
FOT T
FO FO
WV
VAULT
F.O.
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
C
S
S
WV
WV
M WV
W W
M
W
M M
H2O
AC
GAS
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
W H2O
ELEC T
VAULT
ELEC
C
S
T
GAS
MH
ELEC C
ELEC
ELEC
M
C
T
T
ELEC
ELEC
ELEC
GV
X
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CABLE VAULT
ELEC
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
DAVID & GRETCHEN OSBORN
GABRIEL
PROPERTIES, LLC
DAVID & GRETCHEN OSBORN
S
E
E
E
E
E
E
E E E
E
E E
E
E
E
E
E
E E
E E E
CO
UD
TF
S
W
F
PROVIDE TEMPORARY ASPHALT
PATCH DURING CONSTRUCTION OF
SALUD PARKWAY AND NEW FACILITY
EXISTING SALUD
FAMILY HEALTH
CENTER FACILITY
SALUD PARKWAY TO BE OPEN TO
CONSTRUCTION TRAFFIC ONLY
PROPOSED SALUD FAMILY
HEALTH CENTER FACILITY
LAPORTE AVENUE
SALUD ROAD
LOT 1
LOT 2
LOT 6
LOT 4
LOT 3
LOT 5
LOT 7
EXISTING FLOODWAY
EXISTING FLOODPLAIN
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_2.dwg LAYOUT NAME: PH3 DATE: Jun 24, 2020 - 10:41am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xGRAD] [1067-001_xTOPO] [1067-001_xPHAS_Table]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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)
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. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET
OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM
FEBRUARY 15 THROUGH JULY 15.
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
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING STRUCTURES (TO BE REMOVED)
EXISTING CONCRETE / ASPHALT / GRAVEL
(TO BE REMOVED)
KEYMAP
PH3
PHASING SEQUENCE
PHASE 1 2 3 4
General site demolition for construction of Salud Parkway, existing Salud facility to remain active
Installation of utilities (water, wastewater, storm, elec, etc.)
Grading of detention facilities
Construction of Salud Parkway
Construction of new Salud facility
Reconstruction of Laporte Ave and relocation of existing Salud facility access
Demolition and overlot grading of existing Salud Facility
PHASE 2 NOTES:
1. INSTALLATION OF ALL WATER, SANITARY SEWER, AND STORM
SEWER UTILITIES.
2. GRADING OF STORMWATER DETENTION FACILITIES.
3. SITE CONSTRUCTION OF PROPOSED SALUD FACILITY.
4. CONSTRUCTION OF SALUD PARKWAY. SALUD PARKWAY TO BE
LIMITED TO CONSTRUCTION TRAFFIC ONLY.
5. EXISTING SALUD FACILITY TO REMAIN OPERATIONAL DURING
REMODELING OF PROPOSED SALUD FACILITY.
PH3
PHASE 2 DETAILS
6
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
G
G
G
G
G G
G
G G
W
W W
W W W W
W
W W
FO
FO
FO
FO FO FO
FO
FO FO
FO
W
W
W W W W
W
W
W
W
W
W
CTV
CTV
CTV
SS
CTV
CTV
G
G G G
E
E
E
W W W
W
G
G
G
G
FO FO FO
FO
FO
FO
FO
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
OHE
OHE OHE
FO
X
V.P.
X
X
X
X X X X
X
X
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
S
WV
WV
M WV
W W
M
W
M M
H2O
AC
V.P.
V.P.
MH
ELECC
ELEC M
ELEC
ELEC
ELEC
ELEC T
VAULT
ELEC
C
S
T
MH
ELEC C
ELEC
ELEC
M
ELEC
ELEC
GV
GV
GV
6" SS
6" SS
6" SS
6" SS
6" SS
VAULT
ELEC
CABLE VAULT
ELEC
DAVID &
GRETCHEN OSBORN
1760 W. LAPORTE AVE, LLC
WILLIAM S. ECKERT
GABRIEL
PROPERTIES, LLC
/ / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
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EXISTING ASPHALT
TO BE REMOVED
EXISTING PORTION OF
ONE-STORY BUILDING
TO REMAIN
EXISTING PORTION OF
ONE-STORY BUILDING
TO BE REMOVED
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
EXISTING FENCE TO BE REMOVED
TO PROPERTY LINE
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING UTILITY POLES
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING GRAVEL DRIVE
TO BE REMOVED
REMOVE EXISTING 6" SANITARY
EXISTING GRAVEL
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
BUILDING TO
BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE TO BE REMOVED
TO PROPERTY LINE
SAWCUT
ASPHALT
/ / / / / / / /
REMOVE EXISTING TEE
AND VALVES
LAPORTE AVENUE
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_1.dwg LAYOUT NAME: PH2 DATE: Jun 24, 2020 - 10:41am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xSITE] [1067-001_xAerial] [1067-001_xPHAS_Table]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
PH2
PHASE 1 DETAILS
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'sbelow.
Call before you dig.
R
MATCH LINE - SEE SHEET PH1
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)
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. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET
OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM
FEBRUARY 15 THROUGH JULY 15.
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
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING STRUCTURES (TO BE REMOVED)
EXISTING CONCRETE / ASPHALT / GRAVEL
(TO BE REMOVED)
KEYMAP
PH2
PH1
TOP
PH1
BOTTOM
PHASING SEQUENCE
PHASE 1 2 3 4
General site demolition for construction of Salud Parkway, existing Salud facility to remain active
Installation of utilities (water, wastewater, storm, elec, etc.)
Grading of detention facilities
Construction of Salud Parkway
Construction of new Salud facility
Reconstruction of Laporte Ave and relocation of existing Salud facility access
Demolition and overlot grading of existing Salud Facility
TREE DIAMETER AT
BREAST HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY
NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED
ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT
OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS
EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A
BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE
WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A
MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER
THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER
IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT,
MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL
PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND
DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE
WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING
AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET
APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY
BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM
DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM
THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT
BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD
NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO
ACTIVE NESTS IN THE AREA.
10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION.
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
TREE PROTECTION NOTES NATURAL HABITAT BUFFER ZONES
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
X X
X
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
6" SS
T
VAULT
F.O.
V.P.
V.P.
T
6" SS
6" SS
6" SS
6" SS
6" SS 6" SS 6" SS
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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 ASPHALT
TO BE REMOVED
EXISTING STORM CULVERT
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING GRAVEL
TO BE REMOVED
EXISTING FLOODWAY
EXISTING FLOODPLAIN
X X
X X
X X
X
X X
X X
X
X
OHE OHE
OHE
X
X
X
X
C C
W H2O
EXISTING GRAVEL
TO BE REMOVED
LAPORTE AVENUE LLC
/ /
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/
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/
/
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/ / /
/
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/
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/
/
EXISTING STRUCTURES
TO BE REMOVED
EXISTING STRUCTURES
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING FENCE TO BE REMOVED
TO PROPERTY LINE
EXISTING UTILITY POLE
EXISTING STRUCTURE TO BE REMOVED
TO BE REMOVED
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_1.dwg LAYOUT NAME: PH1 DATE: Jun 24, 2020 - 10:41am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xSITE] [1067-001_xAerial] [1067-001_xPHAS_Table]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
MATCH LINE - SEE SHEET PH2
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
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)
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. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET
OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM
FEBRUARY 15 THROUGH JULY 15.
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
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING STRUCTURES (TO BE REMOVED)
EXISTING CONCRETE / ASPHALT / GRAVEL
(TO BE REMOVED)
KEYMAP
PH1
TOP
PH1
BOTTOM
PH2
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'sbelow.
Call before you dig.
R
PHASING SEQUENCE
PHASE 1 2 3 4
General site demolition for construction of Salud Parkway, existing Salud facility to remain active
Installation of utilities (water, wastewater, storm, elec, etc.)
Grading of detention facilities
Construction of Salud Parkway
Construction of new Salud facility
Reconstruction of Laporte Ave and relocation of existing Salud facility access
Demolition and overlot grading of existing Salud Facility
TREE DIAMETER AT
BREAST HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY
NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED
ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT
OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS
EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A
BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE
WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A
MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER
THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER
IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT,
MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL
PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND
DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE
WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING
AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET
APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY
BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM
DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM
THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT
BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD
NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO
ACTIVE NESTS IN THE AREA.
10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION.
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
TREE PROTECTION NOTES
NATURAL HABITAT BUFFER ZONES
PH1
PHASE 1 DETAILS
4
G
W W W
W
W
FO FO
FO FO FO
W W W
W
W W
CTV
G
E
E
E
E
E
E
W
W
G G
FO
FO
FO
FO
FO
OHE OHE
OHE
OHE
OHE
FO
FO
FO
FO
FO
E
M
FO
FO
FO
T
E
OHE
F
O
X
X
ELEC
V.P.
V.P.
X
X X
X
X
GV
X
E
X
ELEC
ELEC
V.P.
E
E
AC
AC
CONTROL
IRR
V.P.
V.P.
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
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
X
X
X
X X X
X X
X
X
X
X
X
X
X
X
X
X
G
OHE
T
T
T
T
E
E
CTV
CTV
E
E
X
X
X
6" SS 6" SS
6" SS
6" SS
6" SS 6" SS 6" SS 6" SS
6" SS 6" SS
6" SS
6" SS
W
V
WV
H2O
H2O
H2O
WV WV
WV
VAULT
ELEC T
C
S
FO
FOT T
FO FO
WV
M
VAULT
F.O.
AC
AC
AC
ELEC
ELEC
ELEC
ELEC
C
S
S
WV
WV
M WV
W W
M
W
M M
H2O
AC
V.P.
V.P.
GAS
V.P.
V.P.
MH
ELECC
ELEC M
T
C
ELEC
ELEC
ELEC
ELEC
T
C C
W H2O
ELEC T
VAULT
F.O.
VAULT
ELEC
C
S
T
GAS
V.P.
MH
V.P.
V.P.
V.P.
ELEC C
ELEC
ELEC
M
C
T
T
ELEC
ELEC
ELEC
GV
GV
GV
6" SS
6" SS
6" SS
6" SS 6" SS
6" SS
X
X X
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CABLE VAULT
ELEC
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 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 CONCRETE WALK
EXISTING STRUCTURES
EXISTING FIBER OPTIC SERVICE
EXISTING BRIDGE
LARIMER COUNTY CANAL #2
EXISTING ELECTRIC UTILITIES
DAVID & GRETCHEN OSBORN
GABRIEL PROPERTIES, LLC
EXISTING FENCE
EXISTING FENCE
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
EXISTING FLOODPLAIN
EXISTING FLOODWAY
EXISTING ASPHALT
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
450' TEMPORARY LIMITS OF
DEVELOPMENT FOR
RED-TAILED HAWK NEST
RED-TAILED HAWK NEST
APPROXIMATE LOCATION
10' POWER LINE
EASEMENT (BOOK
1599 PAGE 612)
EXISTING BRIDGE
POWER LINES
EASEMENT (BOOK 1599
PAGE 612)
EXISTING FLOODWAY
EXISTING FLOODPLAIN
EXISTING 6" SANITARY SEWER SERVICE
EXISTING TRANSFORMERS
EXISTING
SANITARY SEWER
CANAL CROSSING
25' UTILTIY EASEMENT
(REC. NO. 20120012756)
TO BE VACATED
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. 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.
8. NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET
OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM
FEBRUARY 15 THROUGH JULY 15.
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
EXISTING MONITORING WELL
VAULT
ELEC
CONTROL
IRR
EXISTING LOT LINE
EXISTING TREES
EXISTING ELEC/TV E/TV
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\Exist\1067-001_ECON.dwg LAYOUT NAME: EX1 DATE: Jun 24, 2020 - 10:54am CAD OPERATOR: mason
LIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xTOPO] [1067-001_KEYMAP] [1067-001_xFLD]
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
KEYMAP
EX1
TREE DIAMETER AT
BREAST HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY
NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED
ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT
OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS
EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A
BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE
WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A
MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER
THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER
IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT,
MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL
PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND
DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE
WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING
AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET
APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY
BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM
DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM
THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT
BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD
NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO
ACTIVE NESTS IN THE AREA.
10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION.
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
TREE PROTECTION NOTES
NATURAL HABITAT BUFFER ZONES
EX1
EXISTING CONDITIONS
3
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 South 89°14'44" East
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: N.A.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies
identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Report for Salud Family Health Center dated June 24, 2020 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.
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: CS2 DATE: Jun 24, 2020 - 10:40am CAD OPERATOR: mason
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
CS2
AND CONSTRUCTION NOTES
GENERAL
2
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 South 89°14'44" East
Northern Engineering Services, Inc
NE Project No. 1067-001
Date: February 13, 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
1 CS1 COVER SHEET
2 CS2 GENERAL AND CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS
PHASING SHEETS
4-8 PH1-PH5 PHASING PLAN
PAVING & HORIZONTAL CONTROL SHEETS
9 PV1 PAVING PLAN
10-12 HC1-HC3 HORIZONTAL CONTROL PLAN
UTILITY SHEETS
13 U1 UTILITY PLAN
14 SS1 SANITARY SEWER A PLAN & PROFILE
15 ST1 STORM DRAIN 1 & 2 PLAN & PROFILE
16 ST2 STORM DRAIN 2B & 2D PLAN & PROFILE
17 ST3 STORM DRAIN 3 PLAN & PROFILE
GRADING SHEETS
18 OG1 OVERALL GRADING PLAN
19-21 G1-G3 GRADING PLAN
STREET SHEETS
22-23 R1-R2 SALUD ROAD PLAN & PROFILE
24 R3 LAPORTE AVENUE PLAN & PROFILE
25 XS1 LAPORTE AVENUE ROADWAY CROSS SECTIONS
26 INT1 INTERSECTION DETAILS
DETAIL SHEETS
27-29 D1-D3 UTILITY DETAILS
30-32 D4-D6 DRAINAGE DETAILS
33-34 D7-D8 SITE DETAILS
35-37 D1-D3 BRIDGE DETAILS
DRAINAGE SHEETS
38 ER1 EROSION CONTROL PLAN
39-40 ER2-ER3 EROSION CONTROL DETAILS
41 DR1 DRAINAGE EXHIBIT
FINAL 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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
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
Sheet
SALUD FAMILY HEALTH CENTER
DRAWING FILENAME: P:\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: CS1 DATE: Jun 24, 2020 - 10:40am CAD OPERATOR: mason
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 NGINEER ING
N O R T H E RN
06/25/20
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
of 41
TRAFFIC ENGINEER
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
LARIMER AND WELD IRRIGATION
DITCH COMPANY
CS1
COVER SHEET
1