HomeMy WebLinkAboutJEROME STREET STATION - PDP210009 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANS (5)VAULT
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UTILITY EASEMENT
50'
-
EXISTING 9'
UTILITY EASEMENT
ALL KINDS INVESTMENTS,
910 N COLLEGE AVE
BOWL FORT COLLINS LLC
830 N COLLEGE AVE
CONNECT TO EXISTING 12" WATER MAIN
12"x8" WET TAB w/TB
1 - 8" GV (W)
N:135549.09
E:195507.31
CONNECT TO EXISTING 12" WATER
MAIN STUB AND GTV
1 - 12" GV AND 8" REDUCER (W)
N:135260.33
E:195501.40
90° BEND w/ TB
1 - FH ASSEMBLY (N)
N:135268.47
E:195382.93
FH TEE
N:135550.51
E:195380.53
8" PVC8" PVC
BUILDING 8
(7-PLEX)
BUILDING 7
(6-PLEX)
BUILDING 5
(5-PLEX)
BUILDING 4
(5-PLEX)
BUILDING 2
(4-PLEX)
BUILDING 3
(4-PLEX)
BUILDING 1
(6-PLEX)
SSMH B1-1
SSMH B1
SSMH B2
GANGED WATER SERVICE CONNECTION
STOP VALVE AT MAIN CONNECTION
& EACH CONNECTION EXTERIOR TO HOUSE (TYP.)
EX-STORM MH
RIM=4970.54
INV=4958.66 (W, E)
EXISTING 36" RCP STORM LINE
EX-SSMH
RIM=4968.77
INV IN=4960.95 (E)
INV OUT=4960.87 (S)
EX-SSMH B
RIM=4967.69
INV IN=4959.99 (N)
INV OUT=4959.82 (S)
EX-SAN MH
RIM=4966.71
INV=4960.03 (W, S)
EXISTING 24"
SANITARY PVC
EXISTING 8" WATER LINE
PROPOSED ELECTRICAL
TRANSFORMER (TYP.)
PROPOSED CURB CUT
WATERLINE B
WATERLINE C
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED FIRE SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SANITARY
SEWER SERVICE (TYP.)
8" PVC
8" PVC8" PVC8" PVC100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
PROPOSED 25'
UTILITY EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
TRACT A
AD&UE
8" STUB
N:135283.36
E:195362.07
76'
ROW
22.5° BEND w/ TB
N:135268.47
E:195465.37
PROPOSED ELECTRIC SERVICE EXTENDING
FROM TRANSFORMER BOX PRIVATE (TYP.)
SheetJEROME STREET STATIONThese 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 SETof 14
U1 UTILITY PLAN6
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJETA
N
S
T
.
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 CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.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 LARIMER COUNTY URBAN AREA STREET STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NHBZ.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FPROPOSED FIRE SERVICE
UDPROPOSED UNDERDRAIN
U1
U2
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.
before you dig.Call
R
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UD26'
-
EXISTING 9'
UTILITY EASEMENT
EXISTING 30' GAS
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
BOWL FORT COLLINS LLC
830 N COLLEGE AVE
PROPOSED
POND
PROPOSED
POND
CONNECT TO EXISTING 12"
WATER MAIN STUB AT GV
N:134911.20
E:195614.04
11.25° BEND w/TB
1 - 12" x8" REDUCER (W)
N:134908.72
E:195609.34
11.25° BEND w/TB
N:134864.70
E:195476.87
11.25° BEND w/TB
N:134849.50
E:195396.93
11.25° BEND w/TB
N:134855.14
E:195323.91
90.00° BEND w/TB
1 - 8"x6" REDUCER (S)
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
N:134896.99
E:195122.23
8" PVC
8" PVC
8" PVC
8" PVC
12" PVC
BUILDING 10
(7-PLEX)
BUILDING 11
(7-PLEX)
BUILDING 12
(4-PLEX)
BUILDING 9
(5-PLEX)
BUILDING 8
(7-PLEX)
BUILDING 8
(7-PLEX)
BUILDING 7
(6-PLEX)
SSMH A(E)2
SSMH A(E)1
SSMH A(W)1
SSMH A
SSMH A(E)3
SSMH B2
SSMH B3
PROPOSED 8"
SANITARY SEWER LINE
SANITARY SEWER
MANHOLE (TYP.)
STORM MANHOLE (TYP.)
PROPOSED STORM LINE
EXISTING SANITARY SEWER
CONNECT TO EXISTING
STORM LINE
EXISTING STORM LINE
PROPOSED 8"
WATERLINE A
EXISTING 18" RCP
24" RCP
EX-SAN MH
RIM=4963.95
INV IN=4956.53 (N)
INV IN=4956.25 (W)
INV OUT=4955.75 (S)
SAN MH
RIM=4964.63
INV IN=4957.59 (NW, E)
INV OUT=4957.42 (S)
EXISTING FIRE HYDRANT
EXISTING STREET
LIGHT (TYP.)
EXISTING 12" WATER LINE
EXISTING UNDERGROUND
ELECTRIC UTILITY
PROPOSED TRANSFORMER (TYP.)
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED CURB CUT
PROPOSED SIDEWALK
CHASE (TYP.)
NON-POTABLE
WATER SERVICE
AND METER
PROPOSED SANITARY SEWER
MANHOLE IN EXISTING MAIN
PROPOSED RAIN GARDEN
& UNDERDRAIN
PROPOSED RAIN GARDEN
& UNDERDRAIN
GANGED WATER SERVICE CONNECTION
STOP VALVE AT MAIN CONNECTION
& EACH CONNECTION EXTERIOR TO HOUSE (TYP.)
SANITARY & STORM SEWER CROSSING
STORM B.O.P. ELEV. = 4963.20'
SAN. T.O.P. ELEV. = 4960.49'
TOTAL VERTICAL SEPARATION = 2.17'
PROPOSED CURB CUT
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SEWER SERVICE (TYP.)
PROPOSED FES (TYP.)
8" PVC
8" PVC 8" PVC
8" PVC 8" PVC8" PVCCONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
SLOPE PROTECTION
(SCOUR-STOP)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
PROPOSED RAIN GARDEN
& UNDERDRAIN
EXISTING 30' UTILITY
& DRAINAGE EASEMENT
PROPOSED 30' SEWER
LINE EASEMENT
EXISTING 10'
DRAINAGE EASEMENT
PROPOSED 25'
UTILITY EASEMENT
5' UTILITY
EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
EXISTING 15'
DRAINAGE
EASEMENT
EXISTING 30'
UTILITY EASEMENT
TRACT B
AD&UE
TRACT A
AD&UE
TRACT B
AD&UE
SheetJEROME STREET STATIONThese 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 SETof 14
U2 UTILITY PLAN7
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJETA
N
S
T
.
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 CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.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 LARIMER COUNTY URBAN AREA STREET STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NHBZ.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FPROPOSED FIRE SERVICE
UDPROPOSED UNDERDRAIN
U1
U2
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.
before you dig.Call
R
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
TRAFFICVAULT
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
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IRR
CONTROL
IRR
CONTROL
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ALL KINDS INVESTMENTS,
910 N COLLEGE AVE
NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)BOWL FORT COLLINS LLC
830 N COLLEGE AVE
LAND W PROPERTIES
742 N COLLEGE AVE
PROPOSED
POND
PROPOSED
POND
EXISTING 18"
STORM LINE (RCP)
PROPOSED TOP OF POND
PROPOSED TOP OF POND
PROPOSED SIDEWALK
CHASE (TYP.)
PROPOSED CURB CUT
PROPOSED RAIN GARDEN
AND UNDERDRAIN
PROPOSED RAIN GARDEN
AND UNDERDRAIN
PROPOSED RAIN GARDEN
AND UNDERDRAIN
PROPOSED CHASE
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
TRACT A
AD&UE
TRACT B
AD&UE
TRACT A
AD&UE
TRACT B
AD&UE
SheetJEROME STREET STATIONThese 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 SETof 14
OG1 OVERALL GRADING PLAN8
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJETA
N
S
T
.
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL BEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR
AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES,
SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK,
LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS.
8.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED
IN THE POUDRE RIVER 100YEAR FLOODPLAIN.
9.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN.
10.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR
FLOODPLAIN.
11.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT
COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE
ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL
A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE
CONTINUE THROUGH THE PLANNING PROCESS.
12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NHBZ.
13.ADA VISITABLE UNITS INCLUDE ALL UNITS IN BUILDINGS 3, 5, 7, 8, 10, 11, AND 12.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
PROPOSED OVERLAND FLOW
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.
before you dig.Call
R