HomeMy WebLinkAbout609 S COLLEGE AVE MIXED USE - BDR200004 - DOCUMENT MARKUPS - ROUND 2 - STORMWATER-RELATED DOCUMENTSFort Collins Utilities
Floodplain Administration
(970) 416-2632
Page 1 of 7
City of Fort Collins Floodplain Review Checklist
Development Review Submittals
Instructions: Complete this checklist by marking all boxes that have been adequately
completed. Put an “NA” next to any items that are not applicable to this particular
submittal. Any boxes that are left blank and do not have an “NA” marked next to them
are considered incomplete.
Date of Review: Reviewer’s Name:
Plat Map
The following required items are on the plat:
☐ 100-year floodplain boundary
☐ City
☐ FEMA
☐ Floodway boundary
☐ City
☐ FEMA
☐ These items match the FIRM. (FEMA Basin)
☐ These items match the Master Plan. (City Basin)
Site Plan
The following required items are on the site plan:
☐ 100-year floodplain boundary- FEMA and City
☐ 500-year floodplain boundary (if proposed structure is a “critical
facility” and a 500-year floodplain is mapped)
☐ Floodway boundary
☐ Erosion buffer zones
☐ Restrictions related to use (ie. critical facility or no residential use of lower
floor if floodproofed mixed use structure)
Drainage and/or Grading Plan (or a separate Floodplain Sheet if it is too cluttered on
Drainage and Grading Plan)
The following required items are on the drainage and/or grading plan:
☐ 100-year floodplain boundary- FEMA and City
☐ 500-year floodplain boundary (if proposed structure is a “critical
facility” and a 500-year floodplain is mapped)
☐ Floodway boundary
Please add note from accela SW Engineering comment #3
Notes added.
Responses by:
Northern Engineering
Benjamin Ruch, PE
Fort Collins Utilities
Floodplain Administration
(970) 416-2632
Page 2 of 7
☐ Erosion buffer zones
☐ Cross-section locations
☐ BFE lines
☐ Lowest floor elevation of structures (bottom of basement or crawl space is
considered the lowest floor)
☐ The floodplain and floodway boundaries are in the correct location and
labeled properly.
☐ The cross-section and BFE lines are in the correct location and labeled properly.
☐ Elevations are referenced to the 1988 datum:
☐ Floodway regulations have been met.
☐ No fill in the floodway unless a hydraulic analysis shows “no-rise”.
☐ No manufactured homes, except in an existing park, can be placed in the
floodway.
☐ No changing a nonconforming non-residential or mixed use structure to
a residential structure.
☐ Landscaping meets requirements for no encroachment in the
floodway without a hydraulic analysis to show “no-rise”.
☐ No storage of materials or equipment.
☐ A note is on the plans about the above floodway restrictions.
☐ Critical facilities regulations have been met:
☐ 100-year –no at-risk population, essential service, government
service or hazardous material critical facilities
☐ 500-year Poudre –no at-risk population or essential service,
critical facilities
☐ Any pedestrian bridges in the floodway that are not able to pass the 100-year flow are
designed to be “break-away”.
☐ Fences in the floodway will not block conveyance. Example: split-rail fence cabled
together to not float, flap at bottom of privacy fence to allow water through (flap at
BFE or above).
☐ Any items in the floodway that can float (Example: picnic tables, bike racks, etc.) are
noted as being anchored.
☐ Erosion Buffer Zone requirements have been met:
☐ Design of any allowed development minimizes disturbance to channel
bed and banks.
Please add to page 4 of utility set Floodplain exhibit
added to plan set
Fort Collins Utilities
Floodplain Administration
(970) 416-2632
Page 3 of 7
☐ No structures allowed.
☐ No additions to existing structures allowed.
☐ Any fencing is split-rail design and break-away, but cabled. Must
be oriented parallel to general flow direction.
☐ No detention or water quality ponds.
☐ No bike or pedestrian paths or trails except as required to cross streams or
waterways.
☐ Road, bicycle and pedestrian bridges must span erosion buffer zone.
☐ No fill.
☐ No outdoor storage of non-residential materials or equipment.
☐ No driveways or parking areas.
☐ No irrigated vegetation and non-native trees, grasses, or shrubs.
☐ No utilities except as necessary to cross streams or waterways.
☐ No grading or excavation except as required for permitted activities in
erosion buffer zone.
☐ No construction traffic except as required for permitted activities
in erosion buffer zone.
☐ Any construction in the erosion buffer zone shows that it will not
impact the channel stability.
☐ A note is on the plans about the above erosion buffer zone restrictions.
☐ Any necessary floodplain modeling has been submitted and approved. All modeling
must follow the City’s floodplain modeling guidelines.
Special Poudre River Regulations
☐ Poudre River Floodway Regulations have been met.
☐ No construction of new residential, non-residential or mixed-
use structures.
☐ No redevelopment of residential, non-residential or mixed-use
structures.
☐ No additions to residential, non-residential or mixed-use structures.
☐ No fill unless hydraulic analysis shows “no-rise”.
☐ Poudre River floodplain regulations have been met
☐ No construction of new residential or mixed-use structures
☐ No additions to residential structures
☐ No additions to mixed-use structures if there is an expansion in
the residential-use area of the structure.
☐ No floatable materials on non-residential sites
☐ Emergency Response and Preparedness Plan (ERPP) draft has been prepared.
Fort Collins Utilities
Floodplain Administration
(970) 416-2632
Page 4 of 7
Information Related to Structures in the Floodplain
☐ For structures in the floodplain, a table is shown that lists the following:
☐ City BFE at upstream end of structure
☐ FEMA BFE at upstream end of structure (if different than City BFE)
☐ Regulatory flood protection elevation
☐ Lowest floor elevation (bottom of basement or crawl space is considered
lowest floor)
☐ Floodproofing elevation for non-residential structures (if applicable)
☐ Garage slab elevation
☐ HVAC elevation
☐ The BFE at upstream end of structures are correct based on interpolation between
the cross-sections.
☐ The regulatory flood protection elevation is correct.
☐ The lowest floor and HVAC are at or above the regulatory flood protection elevation.
☐ Elevations are referenced to the 1988 datum.
☐ A typical drawing detail is included for each foundation type proposed (slab-on-
grade, basement, crawl space) showing the elevation of the HVAC and lowest floor
elevation (which includes bottom of the basement or crawl space) relative to the BFE.
☐ If garage is not elevated to the regulatory flood protection elevation, then a drawing
detail is included showing vent placement, size, and number.
☐ There is 1 square inch of venting for every 1 square foot of enclosed area.
☐ The bottom of the venting is not higher than 1 foot above grade.
☐ The venting is on at least two sides, preferably on upstream and
downstream sides. (Does not have to be divided equally).
☐ If a non-residential structure is to be floodproofed, one of these conditions is met:
☐ All requirements on separate sheet titled “Floodproofing Guidelines”
have been met.
☐ If floodproofing information is not submitted as part of the plans, then a
note is on the plans stating that floodproofing information will be
submitted at the time of the building permit application.
☐ For manufactured homes, all submittal requirements on separate sheet titled
“Installation of a Mobile Home Located in a Floodplain: Submittal Requirements”
have been met.
Please add the following to Pg. 4 of Utility plans or on a separate floodplain sheet if it's too cluttered.
We are proposing a
LOMA for this
project, because of
this we are not
required to meet
Chapter 10 for the
proposed addition.
Elevations have
been provided in 88
Datum
Fort Collins Utilities
Floodplain Administration
(970) 416-2632
Page 5 of 7
☐ If the floodplain use permit is not going to be submitted until the building permit is
applied for, then a note is on the plans stating that the floodplain use permit will be
submitted at the time of building permit application.
☐ A note is on the plans stating that a FEMA elevation or floodproofing certificate will
be completed and approved before the CO is issued. This is required even if property
is only in a City floodplain.
Drainage Report
☐ The site is described as being in the floodplain. Floodplain name and if the floodplain
is a FEMA or City-designated is described. Any floodway or erosion buffer zones on
the site are described.
☐ The FEMA FIRM panel # and date and/or the Master Plan information is cited.
☐ A copy of the FIRM panel with the site location marked is included in the report.
☐ If a floodplain modeling report has been submitted, that report is referenced. The
reason for the floodplain modeling report is described.
☐ If a FEMA CLOMR or LOMR has been approved for the site, the case number is
referenced. The reason for the CLOMR or LOMR is described.
☐ If a FEMA LOMR is required after construction, this is stated in the report.
☐ The location of the structures relative to the floodplain is described. If there is both a
FEMA and a City floodplain on the site, the location of the structures relative to both
is described.
☐ The use of the structures is described. This is to determine if the structure is
residential, non-residential, or mixed-use. Also, structures in all 100-year and Poudre
River 500-year floodplains cannot be used as a critical facility. (See Chapter 10 of
City Code for definitions.)
☐ If in the Poudre River 100-year floodplain, the requirement to complete an
Emergency Response and Preparedness Plan (ERPP) is discussed and the
requirement for annual training drills and an annual update in the first quarter of
every year is discussed.
☐ The report describes how the development is in compliance with the applicable
floodplain regulation (Chapter 10 of City Code). (Examples: elevation of lowest floor
above regulatory flood protection elevation, floodproofing, floodway regulation,
erosion buffer zone regulation, no-rise, etc.)
In addition to the items below, please add the following note: "The applicant acknowledges that the building
design does not comply with the current regulatory floodplain. The applicant will apply for a Letter of Map
Amendment showing that the addition area is elevated above the Base Flood Elevation, however the City
cannot guarantee approval of the LOMA without a submittal. The applicant understands that building permits
cannot be issued prior to the approval of the LOMA."
Note added to
floodplain
exhibit
Please see LOMA
report
Please see LOMA
report
Please see LOMA
report
Fort Collins Utilities
Floodplain Administration
(970) 416-2632
Page 6 of 7
☐ The type of foundation construction for the structures (i.e. slab-on-grade, crawl space,
basement, etc.) is discussed in the report.
☐ The type of foundation matches with the lowest floor elevations and grading plan.
☐ If any of the garages are not going to be elevated above the regulatory flood
protection elevation, the hydraulic venting requirements are discussed.
☐ For structures in the floodplain, a table is included (same table as on the
Drainage/Grading Plan) that lists the following:
☐ City BFE at upstream end of structure
☐ FEMA BFE at upstream end of structure (if different than City BFE)
☐ Regulatory flood protection elevation
☐ Lowest floor elevation (bottom of basement or crawl space is considered
lowest floor)
☐ Floodproofing elevation for non-residential structures (if applicable)
☐ Garage slab elevation
☐ HVAC elevation
☐ Elevations are referenced to the NAVD 1988 datum.
☐ If the floodplain use permit is not going to be submitted until the building permit
is applied for, then a note must be included in the report that states the permit will
be submitted at the time of building permit application.
☐ If floodproofing information is not submitted as part of the plans, then a note must be
in the report stating that floodproofing information will be submitted at the time of
the building permit application.
☐ A note is in the report stating that a FEMA elevation or floodproofing certificate will
be completed and approved before the CO is issued.
☐ In the compliance section, Chapter 10 of City Code is listed.
Floodplain Use Permit
☐ Floodplain Use Permit has been submitted for each structure.
☐ Permit fee has been submitted.
☐ All information on permit matches the plans.
☐ All information on permit meets floodplain regulations.
Please see LOMA
report
Fort Collins Utilities
Floodplain Administration
(970) 416-2632
Page 7 of 7
FEMA CLOMR Approval
☐ FEMA has approved any necessary CLOMRs.
☐ The City has received copies of all updates to the FEMA submittal.
Additional Comments:
Floodplain terminology is defined in Chapter 10 of City Code.
NOTE: Issues specific to individual sites may arise that result in additional
requirements. These will be discussed during initial meetings with the applicant.
Please refer to Chapter 10 of City Code
for specific floodplain regulations.
G G G
G
G
G
G G
G
C
CONTROL
IRR
CTV
G
G
G
G
G
G
G
VAULT
ELEC
VAULT
ELEC
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
G
G
G
G G
G
G
G
G G
E
E E
E E E
E
E
E
E
CTV
CTV
CTV
CTV CTV
CTV CTV
G
G G G G
OHU
OHU OHU
OHU OHU
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
605 COLLEGE LTD
605 S COLLEGE AVE
FORT COLLINS, CO 805243003
DALZELL ALLEY
EXISTING 12"
FLUSH CURB
EXISTING LIGHT
TO REMAIN
EXISTING LIGHT
TO REMAIN
EXISTING GAS LINE
GATON III INC
DBA CANINOS ITALIAN RESTAURANT
613 S COLLEGE AVE
FORT COLLINS, CO 805243003
RELOCATED
IRRIGATION CONTROL
ADDITION
FFE=97.33
96.99
96.93
97.02
96.83
97.13
97.00
96.85
96.95
97.25
96.89
96.84
97.19
96.48
97.18
96.94
96.84
96.66
95.96
95.98
96.60
96.24
96.19
96.83
96.77
95.93
95.85
96.94
98.04
TOW
98.04
TOW
96.52
96.56
(96.31)
(97.18)
(97.48)
(97.58)
(96.92)
(96.73)
(96.80)
(96.76)
(97.12)
(97.03)
(97.00)
(96.20)
97.31
97.33
96.94
0.9%
1.0%
1.5%
2.0%
2.0%
1.5%
0.8%
0.6%
2.0%
0.5%
PROPOSED 12"
FLUSH CURB
MATCH EXISTING
PROPOSED 12"
FLUSH CURB
MATCH EXISTING
PROPOSED PAVERS
MATCH EXISTING
PROPOSED PAVERS
MATCH EXISTING
PROPOSED
STRIPING (TYP.)
8'
9'
5'
9'
PROPOSED TRASH
ENCLOSURE
6' CONCRETE WALK
17'
PROPOSED
PARKING STOP (TYP.)
PROPOSED
HC PARKING SIGN
PROPOSED 1'
SIDEWALK CHASES
PROPOSED
2' CONCRETE PAN
PROPOSED THICKENED
CONCRETE EDGE
1.0%
97.13
RELOCATED
CABLE PEDESTAL
RAIN GARDEN
PLANTERS
PROPOSED 18"
SEAT WALL
KNOCKOUT IN
BASE OF WALL
CONNECT TO
SIDEWALK CHASE
PROPOSED
GRASSCRETE
PAVERS
RELOCATED
GAS LINE
RELOCATED
GAS LINE
95.93
96.24
96.83
95.77
95.86
96.86
0.6%
CONCRETE
PARKING AREA
EXISTING 100-YR FLOODPLAIN
(CITY OF FORT COLLINS)
96.01
96.07
96.11
98.04
TOW
95.99
96.32
96.27
95.96
96.74
96.36
96.30
96.29
96.11
96.32
96.39
96.27
96.24
95.92
95.91
95.78
96.23
96.19
0.5%
G
F
C.O. G
W
C
S
E
E
E
E
E E E
X
X X
G
G
G
G
G
X X X X
X X X
X
X
X
X
GATON III INC
DBA CANINOS ITALIAN RESTAURANT
613 S COLLEGE AVE
FORT COLLINS, CO 805243003
SOUTH COLLEGE AVENUE
EXISTING SANITARY
CLEANOUT
EXISTING
GAS METER
EXISTING ±2'
SIDEWALK
EXISTING WATER
METER & CURB STOP
EXISTING UTILITY METER
EXISTING COAL CHUTE
EXISTING 6' SIDEWALK
EXISTING ELECTRIC LINE
EXISTING BUILDING
TO REMAIN
FFE = ±4997.3
EXISTING
FRONT PORCH
EXISTING
TIMBER PLANTER
605 COLLEGE LTD
605 S COLLEGE AVE
FORT COLLINS, CO 805243003
ADDITION
FFE=97.33
96.94
97.42
TOW
96.52
96.56
96.40
(96.09)
(97.29)
(97.25)
(95.47)
(95.49)
(95.25)
(93.96)
(93.98)
(95.26)
(95.39)
(95.63)
(95.73)
(95.82)
(95.77)
(96.26)
(96.49)
(95.89)
97.31
96.83
97.33
97.24
97.12
95.69
97.18
95.63
95.62
95.53
96.12
96.13
95.37
95.34
95.71
95.33
95.32
95.30
95.77
95.33
95.36
95.21
95.23
94.85
95.40
95.24
93.96
95.65
95.78
95.72
0.5%
1.4%
0.5%
0.5%
0.6%
4.6%
2.0%
2.0%
2.0%
2.0%
PROPOSED 1'
CONCRETE CHASE
PROPOSED 1'
SIDEWALK CHASE
95.45
95.43
95.40
96.13
97.42
TOW
EXISTING 4' SIDEWALK
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE CHASE
PROPOSED 30" VERTICAL
CURB & GUTTER
MATCH EXISTING
CURB & GUTTER
MATCH EXISTING
CURB & GUTTER
TIE TO EXISTING
SIDEWALK
TIE TO EXISTING
SIDEWALK
KNOCKOUT IN
BASE OF WALL
CONNECT TO
SIDEWALK CHASE
RAIN GARDEN
PLANTERS
95.77
96.86
3 - 5" STAIRS
97.33
95.93
3' CONCRETE WALK
95.82
95.71
95.38
2.0%
95.29
EXISTING
SIDEWALK
1.2%
0.5%
124.49 LF 4" PVC
N89°41'31"W
(95.40)
(95.25)
EXISTING 100-YR FLOODPLAIN
(CITY OF FORT COLLINS)
PROPOSED 4" PVC
FIRE SERVICE
PROPOSED THICKENED
CONCRETE EDGE
95.66
95.76
95.87 95.86
95.91
96.01
0.5%
EXISTING
DOWNSPOUT (TYP.)
TIE TO EXISTING
SIDEWALK
ROOF OVERHANG (TYP.)
ROOF OVERHANG (TYP.)
100-YR FLOODPLAIN
(PENDING LOMA)
100-YR FLOODPLAIN
(PENDING LOMA)
95.35
EXISTING
DRIVEWAY
94.98
95.11
1.2%
94.71
Sheet
609 SOUTH COLLEGE AVENUE 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 8
C200
UTILITY & GRADING PLAN
4
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 )
1 inch = ft.
5 0 5 Feet
5
10 15
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 FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
3. 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.
4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS,
OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
5. 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.
6. 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 OR FORT COLLINS STANDARDS AT THE
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO
THE ISSUANCE OF CERTIFICATE OF OCCUPANCY.
7. 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.
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. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRIC
LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS.
10. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND
UTILITY PROVIDERS.
11. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE
LIGHTING.
12. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL
ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY
THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER.
13. 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.
14. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK
OCCURRING WITHIN THE FLOODWAY.
15. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE
ELEVATIONS.
16. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
17. 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.
18. ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED.
19. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE
ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND
PLANTERS.
20. THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC EQUIPMENT SHALL BE
FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION.
LEGEND:
G
T
EXISTING CABLE CTV
EXISTING TELEPHONE
EXISTING GAS
PROPOSED CURB & GUTTER
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
PROPOSED ELECTRIC E
EXISTING ELECTRIC E
PROPOSED CABLE CTV
PROPOSED GAS G
EXISTING 100-YR FLOODPLAIN
(CITY OF FORT COLLINS)
SEE THIS SHEET - BELOW LEFT
SEE THIS SHEET - ABOVE RIGHT
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES 2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED FENCE
X
EXISTING WATER W
PROPOSED FIRE SEVICE
F
SEE FIRE SERVICE DETAIL
SHEET C300
100-YR FLOODPLAIN
(PENDING LOMA)
Please remove this
line work and callout
Removed