HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER LOT 4 - FDP200011 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)LAPORTE AVEN TAFT HILL RDN SHIELDS STW VINE DR
W MULBERRY ST
COMMERCIAL LOCAL STREET
(72' ROW)
2-LANE ARTERIAL STREET
(80' ROW)
LAPORTE AVENUE - EASTBOUNDSALUD DRIVE
APRIL 2021 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
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 DATUM (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUM'S.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED
FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 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
4-5 PH1-PH2 PHASE 1 DETAILS
6 PH3 PHASE 2 DETAILS
7 PH4 PHASE 3 DETAILS
8 PH5 PHASE 4 DETAILS
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
16 ST1 STORM DRAIN 1 & 2 PLAN & PROFILE
17 ST2 STORM DRAIN 2B & 2D PLAN & PROFILE
18 ST3 STORM DRAIN 3 PLAN & PROFILE
19 ST4 BOX CULVERT PLAN & PROFILE
GRADING SHEETS
20 OG1 OVERALL GRADING PLAN
21-23 G1-G3 GRADING PLAN
STREET SHEETS
24-25 R1-R2 SALUD DRIVE PLAN & PROFILE
26 R3 LAPORTE AVENUE PLAN & PROFILE
27-28 R4-R5 SIGNAGE AND STRIPING PLAN
29 XS1 LAPORTE AVENUE ROADWAY CROSS SECTIONS
30 INT1 INTERSECTION DETAILS
DETAIL SHEETS
31-33 D1-D3 UTILITY DETAILS
34-36 D4-D6 DRAINAGE DETAILS
37-38 D7-D8 SITE DETAILS
39-40 D8-D10 BRIDGE DETAILS
DRAINAGE SHEETS
41 ER1 EROSION CONTROL PLAN
42-43 ER2-ER3 EROSION CONTROL DETAILS
44 DR1 DRAINAGE EXHIBIT
45 DR2 FLOODPLAIN 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's below.
before you dig.Call
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
(970) 224-5828■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
ARCHITECT
TW Beck Architects
170 South St. Vrain Ave.
PO Box 57
Estes Park, CO 80517
(970)586-3913
SheetSALUD FAMILY HEALTH CENTERDRAWING FILENAME: P:\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: CS1 DATE: Apr 07, 2021 - 9:31am CAD OPERATOR: masonLIST OF XREFS: [Ripley Design] [NES-xborder]These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRN04/07/2021301 North Howes Street, Suite 100Fort Collins, Colorado 80521www.northernengineering.comPhone: 970.221.4158of 45
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 SHEET1
Sheet 15 missing
4/27/2021
D9
EEEEEEEEEEEEEESALUD DRIVEHEADWALL (N)
INV=5043.10 (SE)
HEADWALL (S)
INV=5042.96 (NW)
70
.
0
0
L
F
6
'
X
1
8
'
R
C
B
C
@
0
.
2
0
%49.5143.10
42.9649.53 50.3853.35TOP
50.98BOT54.75
TOP
52.38BOT51.72
50.32
43.10BOT43.10
BOT
PROPOSED
8" WATER
LINE
5
0
' F
L
-
F
L
7
2
'
R
O
W
PROPOSED 8"
SANITARY
LINE
54.61TOP52.25
BOT
50.82
BOT 53.21TOP50.29
TOP OF WINGWALL
42.96
BOT 42.96BOT8' SIDEWALK8' SIDEWALK 5' SIDEWALK5' SIDEWALK44.60FG48.07
TOW
TIE HEADWALL INTO
EXISTING CONCRETE
RETAINING WALL
54.08
TOP
53.88
TOP
53.76
TOP
54.40
TOP
54.21
TOP
53.56
TOP
EXISTING CONCRETE
RETAINING WALL
COMPACTED
BACKFILL AND TYPE L
RIPRAP SLOPED TO
MATCH CHANNEL
51.5950.16
COMPACTED
BACKFILL AND TYPE L
RIPRAP SLOPED TO
MATCH CHANNEL
COMPACTED
BACKFILL AND TYPE L
RIPRAP SLOPED TO
MATCH CHANNEL
COMPACTED
BACKFILL AND TYPE L
RIPRAP SLOPED TO
MATCH CHANNEL
44' PARAPET WALL
(SEE LCUASS DETAIL 11-8)44' PARAPET WALL
(SEE LCUASS DETAIL 11-8)50.29
TOP OF WINGWALL
50.43
TOP OF WINGWALL
50.43
TOP OF WINGWALL
5030
5035
5040
5045
5050
5055
5060
5065
5070
5030
5035
5040
5045
5050
5055
5060
5065
5070
9+7510+0011+00
PROPOSED
GROUNDHEADWALL (N)STA 10+69.87INV. 5043.10 (SE)70.00 LF 6'X18' RCBC @ 0.20%HEADWALL (S)STA 9+99.87INV. 5042.96 (NW)EXISTING
GROUND
8" PVC WATER LOWERING
STA.=10+40.88
T.O.P. = 5040.210
0.6'0.7'
PROPOSED
PARAPET WALL
(SEE LCUASS
DETAIL 11-8)
PROPOSED
PARAPET WALL
(SEE LCUASS
DETAIL 11-8)
8' WALK 8' WALK
50' FL-FL
6'x
1
8
'
R
C
B
L L6'
X
1
8
'
R
C
B
L
LWINGWALL DETAIL
NOTES:
1. WINGWALL REINFORCEMENT
AND WALL THICKNESS SHALL
CONFORM TO CDOT STANDARD
DRAWING M-601-20.
2. FOOTER DIMENSIONS AND
REINFORCEMENT SHALL
CONFORM TO CDOT STANDARD
DRAWING M-601-20.
WINGWALL (TYP)
FOOTER (TYP)
WINGWALL (TYP)
FOOTER (TYP)
60°
60°
1
2
3
4
82°
60°
SOUTH END
NORTH END
SheetSALUD FAMILY HEALTH CENTERDRAWING FILENAME: P:\1067-001\Dwg\Strm\1067-001_RCBC.dwg LAYOUT NAME: ST4 DATE: Apr 07, 2021 - 9:35am CAD OPERATOR: masonLIST 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 areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRN04/07/2021301 North Howes Street, Suite 100Fort Collins, Colorado 80521www.northernengineering.comPhone: 970.221.4158of 45
ST4 PLAN & PROFILEBOX CULVERT19
KEYMAP
( IN FEET )
1 inch = ft.
Feet01010
10
20 30
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 NYLOPLAST 30"
OUTLET 2C TYPE C N/A
OUTLET 2D-1 NYLOPLAST 30"
INLET 2E COMBO SINGLE
INLET 3B-1 COMBO SINGLE
INLET 3C COMBO SINGLE
INLET 3E TYPE 13 DOUBLE
INLET 3F COMBO SINGLE
BASIN 3D-1 NYLOPLAST 8"
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
NORTH
101
WING WALL DIMENSION
SCHEMATIC
H
l
k
m
FINISHED
GRADE SIDEWALK
CULVERT
HEIGHT
2' MIN.
TOP OF
CONCRETE
PARAPET WALL
CONCRETE
WING WALL
FINISHED GRADE AT
FRONT OF WALL
BOX CULVERT WING WALL DIMENSIONS
BOX CULVERT GENERAL NOTES:
1.BOTTOM OF EXCAVATION SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
PLACING BOX CULVERT OR BOX CULVERT CONCRETE.
2.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE UNLESS NOTED
3.REMOVE ALL UNSUITABLE MATERIAL, IF REQUIRED, UNDER THE BOX CULVERT AREA (MUCK
EXCAVATION) AS DIRECTED BY THE GEOTECHNICAL ENGINEER. REPLACEMENT MATERIAL
AND COMPACTION REQUIREMENTS FOR MUCK EXCAVATION SHALL BE AS RECOMMENDED BY
THE GEOTECHNICAL ENGINEER.
4.CONTRACTOR SHALL COORDINATE WITH BOX CULVERT VENDOR, STRUCTURAL ENGINEER
AND GEOTECHNICAL ENGINEER PRIOR TO AND DURING CONSTRUCTION.
5.BOX CULVERT AND WING WALL BACKFILL SHALL CONSIST OF CDOT CLASS 7 AGGREGATE
BASE COURSE OR SIMILAR AS RECOMMENDED BY GEOTECHNICAL ENGINEER. BACKFILL
SHALL BE COMPACTED TO A MINIMUM OF 95% OF STANDARD PROCTOR AND MAXIMUM DRY
DENSITY WITHIN ±2% OF STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, REFERENCE
ASTM D698.
6.COVER OVER BOX CULVERTS IS <2' IN PLACES. REINFORCEMENT TO BE ADJUSTED BASED ON
COVER DEPTH.
7.REFER TO CDOT M-601-20 BOX CULVERT WINGWALL DETAILS ON SHEET D10.
APRON TOE WALL
REFER TO CDOT M-601-20 BOX CULVERT WINGWALL DETAILS ON SHEET D10. DIMENSION "H" WAS
PROVIDED IN ADDITION TO THE DIMENSIONS SHOWN IN THE CDOT M-601-20 BOX CULVERT
WINGWALL DETAIL. "H" REFERS TO THE HEIGHT OF HEADWALL AT THE BOX CULVERT.
NOTE:
SEE SHEET D8 FOR BOX CULVERT STRUCTURAL
DETAILS. USE CDOT M&S STANDARDS FOR ALL
HEADWALLS, WINGWALLS AND APRON DETAILS
PROFILE SCALE:
4/27/2021
Line Over Text
46.7046.4246.35
8' SID
E
W
A
L
K
46.38 47.0447.0446.
9
1 46.5410.2%
7.7%
46.42
46.4246.3546.3546.7047.0447.0446.54
46.5446.4346.4310.1%
10.1%
46.35
46.4246.7046.34
47.04
46.
8
3
47.04
46.5446.43
46.33
8.1%
10.2%
46.72
46.87
46.77
46.4846.942.4%2.1%46.6147.1147.1146.9046.782.2%5.7%47.3747.37
47.86
48.01
47.9947.8647.9548.1048.09 47.9410.5%10.2%1.9%6.5' SIDEWALK47.11 UDUDUDX
X
X
XX
X
X
X X X X
GVXXXXXXXXXXXXXXXXXX
XXXXXXLOT 4
LOT 3
RAIN GARDEN 1
MIN. MEDIA SQFT=2118 SQFT
TOTAL VOLUME=4305 CUFT
BOT POND ELEV=4940.2
SPILLWAY ELEV=4941.7
DETENTION POND 1
TOTAL VOLUME=4.73 AC-FT
100-YR VOLUME=3.61 AC-FT
100-YR WSEL=5041.31
WQ VOLUME=0.03 AC-FT
SPILLWAY ELEV=4942.5
43.4540.2044.2243.7344.184
4
.
6
2
4
4
.
6
7
45.1245.054
5
.
4
2
45.
1
8
45.3546.0746.16 45.644
5
.
5
8 45.7745.6745.8545.9445.9344.91
4
4
.
8
1
44.9545.5745.6045.7145.3945.4944.7844.86
4
6
.
3
1
46.35
46.4246.7046.70
46.3546.3546.7046.7046.35
46.4846.54
47.08
47.2346.9146.72
46.87
46.77
46.48
4
6
.
2
5
46.49
46.64
46.6846.5446.20
46.3246.5646.6546.4146.3146.60
45.02
45.01
44.99
45.0545.54
45.69 45.6845.4845.4345.5245.6945.8545.9445.88
45.6745.4645.3745.6145.7845.88
46.71
4
6
.
4
0
4
6
.
7
0
4
6
.
7
044.4244.9544.6544.4843.954
2
.
3
8
47.5047.3147.49
46.9447.1046.9747.5041.3240.2042.84
44.15
47.13STORM DRAIN 2
SEE SHEET ST2
46.88
46.7447.1947.2947.8747.4546.30
45.5437.0037.82
38.6441.
9
2
43.0040.2041.5343.007' SIDEWALK
8' SID
E
W
A
L
K
FFE=47.50
FFE=47.5039.6240.2541.
1
9 41.3139.6040.4839.8140.5337.3337.6139.1144.2045.5945.26???44.4344.0043.6842.4842.9243.1238.5743.0843.00 42.804
2
.
2
1
41.70
4
1
.
7
0
42.9342.8040.204
0
.
2
040.2240.2040.20
40.2040.202.1%2.1%
2.
1
%
2.
1
%7.0%5.7%2.2%
2.7%
3.5
%2.6%2.4%3.4%2.7%2.4%2.1%2.9%
3
.
0%
3.6
%
2.1
%
2
.
1%
1.9%
2.8%
2.8%
2.8%
2.8%
5.5
%5.9%
2.
1
%
3.8
%
1.9%
30.00'
SANITARY
SEWER
EASEMENT
24.00'
EMERGENCY
ACCESS
EASEMENT
4 CONCRETE
CHANNEL
PROPOSED TRASH
ENCLOSURE
1.7%2.7%
2.2%
2.7%11.3%3
.
5%
PROPOSED 100-YR FLOODWAY
PROPOSED 100-YR FLOODPLAIN
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 1
SEE SHEET ST1
4.6%5.1%PROPOSED POND
DEPTH GAUGE
6
.
1%41.7041.7044.0042.5042.50
43.82100' CONCRETE
SP
ILLWAYSEE DETA
IL
SHEET
D347.45TBC47.59 47.1446.99 47.15TBC46.6946.9646.84
4
6
.
1
2
4
5
.
6
4 45.5945.83
SEE CROSSING
DETAILED GRADING
THIS SHEET 0.5%4.5
'
S
I
D
E
W
A
L
K2.0%2.0%2.0%2.0%
2.0%2.0%2.0%2.3
%
47.1147.1748.28
48.1849.7549.59
TIE TO EXISTING
DITCH CROSSING
29.50' PEDESTRIAN
ACCESS EASEMENT
24.00' EMERGENCY
ACCESS EASEMENT
36.00'
UTILITY
EASEMENT
47.300.5%
0
.
5%
1.8%
1.9%
83-LF NORTH AMERICAN GREEN
P300 TURF REINFORCEMENT MAT
OR APPROVED EQUAL.
5X5' TYPE L
RIPRAP PAD
5X5' TYPE L
RIPRAP PAD
SheetSALUD FAMILY HEALTH CENTERDRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: G1 DATE: Apr 07, 2021 - 11:05am CAD OPERATOR: masonLIST 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 areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRN04/07/2021301 North Howes Street, Suite 100Fort Collins, Colorado 80521www.northernengineering.comPhone: 970.221.4158of 45
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's below.
before you dig.Call
R
NORTH
G2G1
G3
MATCH LINE - SEE SHEET G2MATCH LINE - SEE SHEET G3
G1 GRADING PLAN214/27/2021
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