HomeMy WebLinkAboutJEROME STREET STATION - PDP210009 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANS (3)VAULT
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHUOHUOHUFESWGGGGGGGGGGGGGGGG
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / /
/
/ / /
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
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STSTALL KINDS INVESTMENTS,
910 N COLLEGE AVE
REMOVE EXISTING 8' CONCRETE PAN
REMOVE & REPLACE
EXISTING 8' CONCRETE PAN
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE EXISTING BLOW OFF HYDRANT
CLOSE VALVE AT CONNECTION IN STREET
REMOVE EXISTING BLOW OFF HYDRANT
REMOVE EXISTING 3' CONCRETE
TRICKLE CHANNEL
EXISTING TREE
TO REMAIN (TYP.)
REMOVE EXISTING METAL POSTS (TYP.)
REMOVE EXISTING GRAVEL ROAD
EXISTING SIGN
EXISTING FES
EXISTING 18" RCP
EX-STORM MH
RIM=4964.97
INV OUT=4960.75 (S)
EXISTING FES
EX-STORM MH
RIM=4965.35
EX-STORM MH
RIM=4965.34
EX-STORM MH
RIM=4965.18
INV OUT=4961.45 (S)
24" RCP
EX-STORM MH
RIM=4970.03
INV=4959.43 (W, E)
EX-STORM MH
RIM=4970.54
INV=4958.66 (W, E)
EXISTING 36" RCP (STORM)
EX-CHAIN LINK
FENCE
EX-SAN MH
RIM=4968.77
INV IN=4960.95 (E)
INV OUT=4960.87 (S)
EX-SAN MH
RIM=4967.69
INV IN=4959.99 (N)
INV OUT=4959.82 (S)
EX-SAN MH
RIM=4966.47
INV=4958.78 (N, E, SE)
EX-SAN MH
RIM=4963.95
INV IN=4956.53 (N)
INV IN=4956.25 (W)
INV OUT=4955.75 (S)
EX-SAN MH
RIM=4964.48
INV IN=4957.66 (N)
INV OUT=4957.48 (E)
EX-SAN MH
RIM=4965.40
INV=4958.74 (N, S)
EX-SAN MH
RIM=4966.71
INV=4960.03 (W, S)
EXISTING SAN MH
RIM=4964.63
INV IN=4957.59 (NW, E)
INV OUT=4957.42 (S)
EX-SAN MH
RIM=4964.02
INV IN=4958.97 (N)
INV OUT=4957.74 (S)
LOT 1, BLOCK 1,
WILL SUBDIVISION
EX-30' UTILITY & DRAINAGE
EASEMENT
R.O.W. PER WILL
SUBDIVISIONNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)EXISTING 24" SANITARY PVC
EXISTING 15'
UTILITY EASEMENT
EXISTING FIRE HYDRANT
BOWL FORT COLLINS LLC,
830 N COLLEGE AVE
LAND W PROPERTIES
742 N COLLEGE AVE
EXISTING STREET
LIGHT (TYP.)
EXISTING 8" WATER LINE
EXISTING GAS LINE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL VAULT (TYP.)
EXISTING 20' SEWER
LINE EASEMENT
EXISTING 9'
UTILITY EASEMENT
EXISTING 30' GAS
LINE EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
50'
-
EXISTING UNDERGROUND
ELECTRIC UTILITY
EXISTING TREE
TO REMAIN (TYP.)
EXISTING 8" WATER LINE
VACATE EXISTING TEMPORARY EMERGENCY
ACCESS EASEMENT 31' (WIDTH VARIES)
TEMPORARY TURN-AROUND EASEMENT
PER PLAT OF OLD TOWN NORTH
TO BE VACATED
REMOVE EXISTING
CONCRETE PAD
& STORM INLETS
EXISTING 10'
DRAINAGE EASEMENT
EX-STORM LINE
REMOVE EX-CHAIN
LINK FENCE
30' UTILITY EASEMENT
PER WILL SUBDIVISION
VACATE EXISTING 20' TEMPORARY
EMERGENCY ACCESS EASEMENT
EXISTING SIDEWALK AND
CHASE TO REMAIN
CONTRACTOR TO ENSURE EXISTING
SANITARY LINE REMAINS UNDAMAGED
DURING REMOVAL OF TREES IN THIS AREA
TRACT JJJ
TO BE VACATED
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
REMOVE EXISTING VERTICAL PIPE
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)
NHBZ-BOUNDARY LINE
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
EX1 DEMOLITION PLANEXISTING CONDITIONS &3
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER SS
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NOTES:
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 CABLE CTV
EXISTING FIBER OPTIC FO
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.
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.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 OVERHEAD UTILITY OHE
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING
PROJECT NO. 1124-005
DATE: JUNE 16, 2020
EXISTING GRAVEL (TO BE REMOVED)
EXISTING CONCRETE (TO BE DEMOED)
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
NHBZ-BOUNDARY LINE
C.O.CONTROL
IRR
CONTROL
IRR
C.O.
C.O.C.O.CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRD
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX
XXXXXXXXST ST ST ST ST ST ST ST ST
ALL KINDS INVESTMENTS,
910 N COLLEGE AVE
BOWL FORT COLLINS LLC
830 N COLLEGE AVE (70.38)(70.42)(70.57)(70.59)(7
0
.
6
8
)(70.70)(70
.76
)(70.79)(70
.87
)(70.02)(70.63)(70.51)(70.36)(70.87)(70.59)(67.27)(66.84)(70.89)(71.06)(71
.03
)0.7%0.6%67.20
67.01
(66.60)
(66.63)
FFE=4968.92
FFE=4968.91
FFE=4969.70 FFE=4969.98
FFE=4971.56FFE=4971.29
FFE=4972.22
20'
-
5.
8
%2.1%
2.3%
2.1%
2.1%
2.1%3.8%0.
7%3.2%0.7%1.7%2.3%3.7%
2.3%
1.7%
2.2%
1.7%
2.0%
2.0%
2.0%
18.8%
17.0%
4.9%5.6%5.7%8.9%
3.6%
5.2%
1.3%
7.0%4.9%7.8%2.7%
BUILDING 1
(6 PLEX)
BUILDING 3
(4 PLEX)
BUILDING 2
(4 PLEX)
BUILDING 7
(6 PLEX)BUILDING 6
(7 PLEX)
BUILDING 6
(4 PLEX)
BUILDING 4
(5 PLEX)
70.45 70.49PROPOSED
CURB CUT
PROPOSED
CHASE PROPOSED
CHASE71.5571.5571.557
1
.
5
5
70.8970.627
0
.
8
9
7
0
.
6
2
70.6270.6270.8970.8969.5869.3169.0769.0369.036
9
.
0
3
68.
2
4
6
8
.
2
4
68.246
8
.
2
4 68.5368.5368.5368.5368.3968.3067.
0
6
6
6
.
3
266.976
7
.
0
767.5267.7767.9968.1968.526
9
.
1
5
68.7368.666
9
.
0
070.487
0
.
2
0
69.316
9
.
2
0
69.0168.8068.516
8
.
3
868.9968.166
7
.
8
5
68.0567.466
7
.
4
2
68.1967.786
7
.
4
6
67.2467.0466.6266.4466.9867.2067.4769.1069.24TRACT A
AD&UE
PROPOSED 25'
UTILITY EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
PROPOSED STORM DRAIN B
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
G1 GRADING PLAN9
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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.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
7."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.
8."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.
9.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED-USE STRUCTURES IS PROHIBITED IN
THE POUDRE RIVER 100-YEAR FLOODPLAIN.
10.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT
OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN."
11.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE
100-YEARFLOODPLAIN.
12.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
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
LEGEND:
PROPOSED GRADE BREAK
PROPOSED OVERLAND FLOW
PROPOSED STORM SEWER UD
G1
G2
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
D
D
D/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /STXOHUOHUOHUOHUOHUOHUF E
SMH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
SF E
SFE S
ST
STST
STST
STOHUD
ST
ST
ST
ST
ST
ST
ST
STSTSTUDUDUD
UD
UD
UD
UD
BOWL FORT COLLINS LLC
830 N COLLEGE AVE
(65.26)(65.00)(65.37)(65.90)(63.58)(64.07)(63.81)(66.18)6
5
.
2
365.11FFE=4969.47
FFE=4967.28
FFE=4968.00
FFE=4968.88
FFE=4969.06
FFE=4968.92
FFE=4968.91
PROPOSED
POND
PROPOSED
POND
EXISTING 18"
STORM LINE (RCP)
PROPOSED TOP OF POND
PROPOSED SIDEWALK
CHASE (TYP.)
PROPOSED CURB CUT
2.0%
2.0%
2.0%
2.1%
2.1%
2.2%
2.2%
3
.
9%3.2%2.4%3.4%2.4%2.5%8.6%9.3%10.0%4.4%5.8%6.3%7.1%3.0%36.1%17.5%30.1%8.4%4.5%
35.
6
%2.1%2.0%2.1%2.3%2.3%0.6%
0.5%2.0%12.7%3.9%0.4%2.4%8.5%
18.8%
17.0%
4.9%
11.6%1.0%BUILDING 7
(6 PLEX)BUILDING 6
(7 PLEX)
BUILDING 8
(7 PLEX)
BUILDING 9
(6 PLEX)
BUILDING 10
(7 PLEX)
BUILDING 11
(7 PLEX)
BUILDING 12
(4 PLEX)
PROPOSED RAIN
GARDEN & UNDERDRAIN
PROPOSED RAIN
GARDEN & UNDERDRAIN
PROPOSED RAIN
GARDEN & UNDERDRAIN
PROPOSED
CURB CUT68.246
8
.
2
4
6
8
.
5
3 68.536
8
.
3
9 68.3068.4368.346
8
.
7
1
6
7
.
5
6 68.226
8
.
2
2
6
6
.
6
1
6
6
.
6
1
66.6166.6168.806
8
.
8
0 68.8068.8068.8067.3367.3367.3367.3366.2663.7063.7063.7067.00
65.9662.496
1
.
5
0
64.68 64.5364.3864.1863.946
5
.
2
2
63.9464.5165.0866.006
5
.
7
2 65.506
6
.
2
6
67.
0
6 66.326
7
.
4
6
67.2467.0466.626
6
.
4
4
66.986
7
.
2
9
6
7
.
5
3
6
6
.
8
1
63.
5
5
64.0664.60
65.28
63.006
2
.
1
9 62.376
2
.
1
0
61.9561.7164.0062.8565.006
5
.
9
967.0067.0066.0063.706
7
.
2
067.4763.806
4
.
8
0
64.7565.45TRACT B
AD&UE
TRACT B
AD&UE
TRACT A
AD&UE
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
PROPOSED STORM DRAIN A
PROPOSED POND
OUTFALL
PROPOSED STORM DRAIN B
PROPOSED STORM DRAIN C
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
G2 GRADING PLAN10
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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.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
7."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.
8."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.
9.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED-USE STRUCTURES IS PROHIBITED IN
THE POUDRE RIVER 100-YEAR FLOODPLAIN.
10.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT
OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN."
11.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE
100-YEARFLOODPLAIN.
12.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
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
LEGEND:
PROPOSED GRADE BREAK
PROPOSED OVERLAND FLOW
PROPOSED STORM SEWER UD
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJETA
N
S
T
.
G1
G2
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
TRAFFIC
VAULT
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
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRD
D
D
D
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXST ST ST ST
STVAULT
ELEC
D
CONTROL
IRR
CONTROL
IRR
GASFOFO
FOFOFOFOOHUOHUOHUFE
SLID
MH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
SFE
SFE
SST
ST
ST
GAS
D
ST
ST
ST
ST
STSTS
F
SF
SF
SF
SF
SF
SF SF
SF
SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFJEROME STREET
OSIANDER STREET
CAJETAN STREET
PASCA
L
S
T
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E
E
T
UDUD
UD
UD
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
EC1 & FLOODPLAIN EXHIBITEROSION CONTROL12
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
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
100-YR FLOODPLAIN - EFFECTIVE
BENCHMARK/BASIS OF BEARING:
SILT FENCE
ROCK SOCK
RIPRAP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE PRELIMINARY DRAINAGE REPORT BY NORTHERN ENGINEERING
FOR ADDITIONAL INFORMATION.
5.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.
6.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.
7.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS
PROHIBITED IN THE POUDRE RIVER 100YEAR FLOODPLAIN.
8.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN.
9.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE
100YEAR FLOODPLAIN.
10.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.
6.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.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
SEDIMENT TRAP
BALE INLET PROTECTION
SLOPE DRAIN
EROSION CONTROL FABRIC
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
500-YR FLOODPLAIN - EFFECTIVE
100-YR FLOODPLAIN - WHITEWATER PARK UPDATE
500-YR FLOODPLAIN - WHITEWATER PARK UPDATE
APPROXIMATE 100-YR FLOODPLAIN - JEROME ST.
FLOODPLAIN CROSS SECTION
(WHITEWATER PARK UPDATE - ANDERSON)
EROSION CONTROL NOTES:
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE
CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT
BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT,
ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY
MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING
THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS,
SWALES, UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND
CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN
6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND
ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER
AND STABILIZE THE SLOPE.
9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE
AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL
UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED.
10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT
EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED
AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE
PUBLIC SIDEWALKS.
11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING
DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY
OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS
AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION
TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW
POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER,
WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION
INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE
BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT
SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER
OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE
AND OTHER PERMANENT SITE STABILIZATION METHODS.
17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO
A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL
INSPECTOR.
18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM.
19.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT
SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT
SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND
SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY
DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE
AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE
COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS,
AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE.
BENCHMARK: #1
City of Fort Collins Benchmark 1-00
Elevation=4968.740
BENCHMARK: #2
NGS Benchmark Z-401
Elevation=4962.740
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of Section
1-7-69 as bearing South 00° 38' 34" West (assumed bearing) and monumented as
shown on the Plat.
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
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRD
D
D
D
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEST ST ST ST
STVAULT
ELEC
D
CONTROL
IRR
CONTROL
IRR
GASEE
EEEFOFOFOFOFOOHUOHUOHUFE S
E
E
E ELID
MHE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / /
/
/ / /
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /F E
SFE
SFE
SST
STST
GAS
D
ST
ST
ST
ST
STSTNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)UDUD
UD
UD
26'
-
85'
ROW
50'
-
EXISTING 30' UTILITY
& DRAINAGE EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
EXISTING 10'
DRAINAGE EASEMENT
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
EXISTING 30' GAS
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
PROJECT BOUNDARY
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED
DETENTION POND-2
0.44 ACRE-FT
OUTLET
STRUCTURE
RIPRAP
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED
DETENTION POND-1
0.11 ACRE-FT
PROPOSED CURB CUT
(TYP.)
j1
g
h
l
k
d
c
b
j
f
a
BUILDING 1
(6 PLEX)
BUILDING 3
(4 PLEX)
BUILDING 2
(4 PLEX)
BUILDING 7
(6 PLEX)
BUILDING 6
(7 PLEX)
BUILDING 8
(7 PLEX)
BUILDING 9
(6 PLEX)
BUILDING 10
(7 PLEX)
BUILDING 11
(7 PLEX)
BUILDING 12
(4 PLEX)
BUILDING 6
(4 PLEX)
BUILDING 4
(5 PLEX)
A
1.87 ac.
J1
0.75 ac
F
0.46 ac
C
1.43 ac
E
1.18 ac
B
0.31 ac
D
0.36 ac
J2
0.16 ac
G
0.40 ac
H
0.04 ac
I
0.98 ac
J
0.04 ac
K
0.02 ac
L
0.06 ac
PROPOSED NORTH
RAIN GARDEN
PROPOSED SOUTH
RAIN GARDEN
EXISTING CONCRETE CULVERT
e
j2
FFE=71.29
FFE=71.56
FFE=72.22
FFE=69.70 FFE=69.98
FFE=68.91
FFE=68.92
FFE=69.06
FFE=68.88
FFE=68.00
FFE=67.28 FFE=69.47
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
SLOPE PROTECTION
(SCOUR-STOP)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED JEROME
RAIN GARDEN
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)
i
NHBZ
BOUNDARY
DR1DRAINAGE EXHIBIT13
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED JULY 20TH, 2022 FOR
ADDITIONAL INFORMATION.
2.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.
3.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.
4.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED_USE STRUCTURES IS
PROHIBITED IN THE POUDRE RIVER 100_YEAR FLOODPLAIN.
5.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100_YEAR FLOODPLAIN.
6.AT_RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100_YEAR
FLOODPLAIN.
7.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.
8.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.
9.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.
10.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED
IN THE POUDRE RIVER 100YEAR FLOODPLAIN.
11.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN.
12.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR
FLOODPLAIN.
13.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.
6.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.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
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
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
UDPROPOSED UNDERDRAIN
C2 C100 Q2
(cfs)
Q100
(cfs)
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRD
D
D
D
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXST ST ST ST
STVAULT
ELEC
VAULT
ELEC
D
CONTROL
IRR
CONTROL
IRR
GAS
M FOFOFOFOFOEOHUOHU OHU OHUSSSSSSOHUOHUOHUFESLID
MH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / /
/
/ / /
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
SFE
SFE
SST
STST
GAS
D
ST
ST
ST
ST
STST930
72312351341
4967 (NAVD88)4965 (NAV
D88)4966 (NAVD88)496
4.
3
4966.04967.64964.2ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
LAND W
PROPERTIES
742 N COLLEGE AVE
FFE=68.00
FFE=67.28
FFE=69.47
FFE=68.88
FFE=69.06
FFE=68.91 FFE=68.92
FFE=69.98FFE=69.70
FFE=71.56
FFE=71.29
FFE=72.22
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)
NHBZ - BOUNDARY LINE
FP1FLOODPLAIN EXHIBIT13
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
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
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
Original Field Survey:
Northern Engineering
Project No. 1124-005
Date: June 16, 2020
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
NOTES:
FIELD SURVEY BY:
BENCHMARKS:
CITY OF FORT COLLINS BENCHMARK 1-00
On a catch basin at the southeast corner of Vine Dr. and College Ave.
ELEV.=4968.74
BENCHMARK # Z-401
Described by National Geodetic Survey 1984.
In Fort Collins, at the junction of east Vine Drive and Linden Street, in the south edge of a highline
tower footing, 14.2 meters (46.6 ft) north of the centerline of east Vine Drive, 10.3 meters (33.8 ft)
west 'of the extended centerline of Linden Street, and 0.3 meter (1.0 ft) north of the south edge of the
footing. note--the footing is '96-inches in diameter, 33 feet deep and set into 11 feet of bedrock. the
mark is 0.6 m above the drive.
ELEV.=4962.74
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 - 3.18'
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00°
38' 34" West (assumed bearing) and monumented as shown on the Plat.
CROSS-SECTION (CSU CLOMR) 2446
5000ELEVATION NGVD 88
BASE FLOOD ELEVATION (CSU CLOMR)
100-YR FLOODPLAIN - (PER CSU CLOMR)
MINIMUM FINISHED FLOOR ELEVATION
(FFE) = C (FFE VARIES, SEE PLAN)
BASE FLOOD ELEVATION
(BFE) = A
MINIMUM MECH./ELEC. EQUIPMENT
ELEVATION = B
BASE FLOOD ELEVATION
(BFE) = A
MECH. /
ELEC.
EQUIPMENT
FLOODE LEVATION DETAIL
NTS
SLAB-ON-GRADE
MIXED-USE
BUILDING
SUMMARY
ELEV. DESIGNATION
A
B
C
NHBZ - BOUNDARY LINE
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2.THIS PROJECT IS LOCATED WITHIN A FEMA DESIGNATED 100-YEAR FLOODPLAIN FRINGE AND MUST
COMPLY WITH CHAPTER 10 OF THE CITY CODE.
3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF
FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).
4.ANY ITEMS LOCATED IN THE FLOODPLAIN ON THE POUDRE RIVER THAT CAN FLOAT (E.G., PICNIC
TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED.
5.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.
6.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY
WORK WITHIN THE FLOODPLAIN (I.E., CURB CUT REMOVAL, LANDSCAPING).
7.NO OVERNIGHT STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODPLAIN,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO
MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODPLAIN.
8.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED JULY 20TH, 2022 FOR ADDITIONAL
INFORMATION.
9.A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A CERTIFICATE OF
OCCUPANCY WILL BE ISSUED.
10.ALL HVAC EQUIPMENT IS TO BE PLACED AT OR ABOVE THE REGULATORY FLOOD PROTECTION
ELEVATION.
11.HORIZONTAL CONTROL: CITY OF FORT COLLINS GROUND MASTER CONTROL.