HomeMy WebLinkAboutWELLS FARGO PARKING LOT AND ATMS - FDP200016 - - UTILITY PLANSCOVER SHEETC1.0112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525SUPPLEMENTAL GENERAL NOTES:
ABBREVIATIONS
OWNER
LEGAL DESCRIPTION
BENCHMARK
SURVEYOR
112 W. MAGNOLIA ST. PARKING
UTILITY PLANS FOR
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CIVIL ENGINEER
GEOTECHNICAL ENGINEER
SYMBOL LEGEND
NOVEMBER 2020
G G
(UP)
(UT)
SS
X
WS WS WS
SS
R/W
WS WS
W
R/W
(OHP)
10.00
2.05%
W
FS
E
SHEET INDEX
C1.0....COVER SHEET
C1.1....GENERAL NOTES I
C1.2....GENERAL NOTES II
C2.0....DEMOLITION PLAN
C3.0....HORIZONTAL CONTROL AND UTILITY PLAN
C4.0....GRADING PLAN
C5.0....DRAINAGE PLAN
C5.1....EROSION CONTROL PLAN
C5.2....ALLEY PLAN AND PROFILE
C6.0....SITE DETAILS
C6.1....EROSION CONTROL DETAILS
1...
2...
3...
4...
5...
6...
7...
8...
9...
10...
11...
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
ENGINEER AFFIRMATION STATEMENT
LANDSCAPE ARCHITECT
LOTS 1 AND 2, BLOCK 113 TOWN OF FORT COLLINS, LOCATED IN THE NORTHEAST QUARTER (NE 1/4) OF SECTION 11,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469VICINITY MAP
SCALE: 1" = 1,000'
N
GENERAL NOTES IC1.1112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469’
“”
’
’
’
“”
GENERAL NOTES IIC1.2112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469
FO
VB
S
S
S
S
SS (OHP)(OHP)(OHP)(OHP)(OHP)(FO)(GAS)(FO)
(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)
(FO)(FO)(FO)(FO)(FO)(FO)
(FO)
(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(U
P
)
(U
P
)
(UP)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W
EXISTING BUILDING
CONCRETE WHEEL STOPS TO BE REMOVED
CONCRETE WHEEL STOPS TO BE REMOVED EXISTING LIGHT POLE
TO BE REMOVED
PROPERTY LINE
REMOVE BOLLARD
REMOVE BOLLARD
EXISTING GRAVEL PARKING
LOT TO BE PAVED PER
GEOTECHNICAL REPORT
MAGNOLIA STREET COLLEGE AVENUEEXISTING 6' SWEXISTING ASPHALT ALLEYTO BE REPAVED WITH CONCRETEEXISTING STORM INLET TO REMAIN EXISTING SIGN TO
REMAIN/RELOCATED
PER OWNER
14.0'26.4'50.3
192.6'
EXISTING CONCRETE
ACCESS TO REMAIN
EXISTING 5' SW
DEMOLITION PLANC2.010'
SCALE: 1" = 10'
0 20'
N
CONSTRUCTION NOTES
112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R11.2'CURB & GUTTER TO REMAIN
CURB & GUTTER TO REMAIN
TREES TO REMAIN (TYP)TREES TO REMAIN (TYP)SYMBOL LEGEND
G G G G
(UP)(UP)
(UT)(UT)
SS SS
X X
WS WS WS WS WS
SS
R/W
WS WS WS
W W
R/W R/W
(OHP)(OHP)
10.00
2.05%
W W
FS
E E E
STREET CUT NOTE:
TREES TO REMAIN (TYP)
11 ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-446918.2'NOTES:
FO
VB
S (OHP)(OHP)(OHP)(OHP)(OHP)(FO)(GAS)(FO)
(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)
(FO)(FO)(FO)(FO)(FO)(FO)
(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(U
P
)
(U
P
)
(UP)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W
EXISTING BUILDING
5
11.5'5.0'20.0' ROW
18.81'
6
4
4
2
L
1
C1 L2
L5C2C
3C4C5
C6C9 C1
0C11C1
2 C1
4
C15C1
6
C17C13
C19
C18 L3L4L6L7L8L9L10
L11
L12L13
L15L16L17L18
L19
L20
L21L22
L23L24L25 L26 L27L28
L29L30L31 L32L33L346
E E E E E E E22.5'
53.5'2.00'6.0'
26.4'
9.0'5.0'18.2'2.00'19.17'15.0' UTILITYEASEMENT8.0' UTILITYEASEMENT20.0' ROW
18.81'
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
PROPERTY LINE/ROW
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING STORM INLET
PROPERTY LINE/ROW
PROPOSED ATMS
LANDSCAPE
SETBACK
PROPOSED CURB
PROPOSED
STREET CUT
PROPOSED
STREET CUTEXISTING SIGN
TO BE RELOCATED
PROPERTY LINE/ROW
EXISTING HYDRANT
PROPERTY LINE
PROPERTY LINE/ROW
PROPOSED
STOP SIGN
S 89°53'41" E, 190.00'N 00°06'19" E, 100.00'N 89°53'41" W, 190.00'S 00°06'19" W, 100.00'MAGNOLIA STREET COLLEGE AVENUES 4.5'PROPOSED
SIDEWALK
CHASE
PROPOSED
36" DRY WELL
PROPOSED 2' U-CHANNEL
PROPOSED 2' U-CHANNEL 24.0'8.00'9.0'19.0'9.0'19.0'9.0'19.0'11.0'8.00'10.0'18.00'
9.0'19.0'5.0'5.00'12.0'5.0'
11.00'
12.00'
24.00'44.0'
ONE WAY DO NOT ENTER SIGN
ONE WAY DO NOT ENTER SIGN
ONE WAY DO NOT
ENTER SIGN
24.00'
PROPOSED 3
4" IRRIGATION METER
PROPOSED 3
4" IRRIGATION
WITH TAPPING SADDLE
CURB STOP 9.0'24.0'3.54'
3.59'12.00'12.00'PROPOSED 2' U-CHANNEL
PROPOSED
STREET CUT
PROPOSED
CURB
C/O UNDERDRAIN
INV: 93.89'
C/O UNDERDRAIN
INV: 93.96'
C/O UNDERDRAIN
INV: 93.63'
C/O UNDERDRAIN
INV: 94.49'
C/O UNDERDRAIN
INV: 94.49'
C/O UNDERDRAIN
INV: 93.19'
C/O UNDERDRAIN
INV: 94.66'
C/O UNDERDRAIN
INV: 93.40'
C/O UNDERDRAIN
INV: 93.89'C/O UNDERDRAIN
INV: 93.68'
C/O UNDERDRAIN
INV: 94.83'
C/O UNDERDRAIN
INV: 93.82
C/O UNDERDRAIN
INV: 93.82'
10.7 LF OF 4" PVC @12.1%
6.0 LF OF 6" PVC @1.0%
6.0 LF OF 6" PVC @0.5%
PROPOSED BIKE RACK
FORT COLLINS MOD
E
R
A
T
E
R
I
S
K
F
L
O
O
D
P
L
A
I
N
FORT COLLINS 100-YR FLOOD FRINGE
FORT
C
O
L
LI
N
S
M
O
D
E
R
A
T
E
RI
S
K
F
L
O
O
D
P
L
AI
N
FORT C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
F
R
I
N
G
E
PROPOSED 6' SW EXISTING 6' SWEXISTING FIBER
EXISTING GAS
EXISTING ELECTRIC LINE
EXISTING 8" WATER MAINEXISTING ALLEYTO BE REPAVEDWITH CONCRETEFORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
R
F
L
O
O
D
W
A
Y
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
R
F
L
O
O
D
F
R
I
N
G
E FORT COLLINS 100-YEAR FLOODWAYFORT COLLINS 100-YEAR FLOOD FRINGEEXISTING 4" WATERLINEEXISTING 6" SANITARY SEWERLANDSCAPING AREA
28.6 LF OF 3/4" TYPE K COPPER PIPE30.8 LF OF 4" PERFORATED PVC PIPE 55.9 LF OF 4" PERFORATED PVC PIPE12.6 LF OF 4" PERFORATED PVC PIPE @ 1.3%38.6 LF OF 4" PERFORATED PVC PIPE42.4 LF OF 4" PVC @ 0.5%45.9 LF OF 4" PVC @ 0.5%24.5 LF OF 4" PVC @ 0.8%9.9 LF OF 4" PVC @ 0.5%27.0 LF OF 4" PVC @ 4.6%13.6 LF OF 4" PVC @ 0.5
%29.9 LF OF 4" PERFORATED PVC PIPE @ 0.9%PROPOSED
SCREEN WALL
RE: LANDSCAPING
PLANS
PROPOSED SWALE
PROPOSED
STOP SIGN
PROPOSED DIRECTIONAL
SIGNAGE PER WELLS FARGO
STANDARDS
5.0'
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
6.00
6.0'6.0'21.0
'
9.0'
9.0' UTILITY
EASEMENT
PROPOSED TRANSFORMER
PROPOSED ELECTRIC METER
EXISTING TREE
TO BE REMOVED
PROPOSED 6" HEADWALL
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
BEARING
N35°42'16"W
N89°59'58"E
N00°00'00"E
S00°00'44"E
N90°00'00"W
N90°00'00"W
N00°00'00"E
S89°59'39"W
N00°00'00"E
N90°00'00"E
N90°00'00"W
S00°00'00"E
S89°59'51"W
DISTANCE
3.96
177.16
12.00
48.00
17.00
36.00
18.50
25.50
36.00
16.45
15.45
44.11
38.75
LINE TABLE
LINE #
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
BEARING
S00°08'42"W
N90°00'00"E
S00°00'00"E
N90°00'00"W
S89°55'58"E
N63°52'47"E
N00°06'17"E
N89°59'39"E
S00°00'00"E
N90°00'00"W
N00°00'00"E
N90°00'00"E
N00°00'00"E
DISTANCE
24.01
17.02
45.00
17.00
14.42
5.10
97.94
17.49
16.01
5.00
5.00
16.99
17.99
LINE TABLE
LINE #
L28
L29
L30
L31
L32
L33
L34
BEARING
S89°58'31"W
S00°00'00"E
N00°00'00"E
S89°26'03"W
N00°18'00"E
N03°48'42"E
N00°08'29"W
DISTANCE
16.49
20.00
20.00
28.98
8.21
1.59
6.17
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C9
C10
C11
C12
C13
C14
C15
LENGTH
4.738
3.142
0.784
7.854
7.854
14.949
23.545
3.147
3.142
4.712
7.877
7.865
22.638
RADIUS
5.000
2.000
0.499
2.500
5.000
10.000
15.000
2.000
2.000
3.000
2.507
5.007
14.884
DELTA
054.2961
090.0000
090.0000
180.0000
090.0000
085.6518
089.9341
090.1448
090.0000
090.0000
180.0047
090.0000
087.1449
CURVE TABLE
CURVE #
C16
C17
C18
C19
LENGTH
7.865
3.153
6.283
6.283
RADIUS
5.007
2.007
2.000
2.000
DELTA
090.0000
090.0000
180.0000
180.0000
HORIZONTAL CONTROL AND UTILITY PLANC3.0
10'
SCALE: 1" = 10'
0 20'
N
NOTE:
1.) ALL LINE AND CURVE TAGS ARE
MEASURED AS THE FLOWLINE UNLESS
OTHERWISE NOTED
112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
UTILITY NOTES
SYMBOL LEGEND
G G G G
(UP)(UP)
(UT)(UT)
SS SS
X X
WS WS WS WS WS
SS
R/W
WS WS WS
W W
R/W R/W
(OHP)(OHP)
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES
ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469SITE TABULATION
ZONING
SITE ACREAGE:
GROSS 0.436 ACRES=18,992 SF
NET 0.436 ACRES=18.992 SF
LAND USE COMMERCIAL/RETAIL -- TYPE 2
SQUARE FOOTAGE:
EXISTING GRAVEL PARKING 18,922 SF -- 100%
EXISTING WELLS FARGO BANK 26,923 SF
PROPOSED PERMEABLE PAVERS 3,391 SF --17.8%
PROPOSED ASPHALT 8,712 SF -- 45.8%
PROPOSED ON-SITE LANDSCAPING 6,869 SF -- 36.4%
OVERALL PERCENT IMPERVIOUS 66%
PARKING SPACES:
OFF STREET 19
ACCESSIBLE 2
EXISTING WELLS FARGO BANK PARKING 48
TOTAL 69
OPEN SPACE
FEMA FLOODPLAIN N/A
FORT COLLINS FLOODPLAIN:
HIGH RISK CITY FLOOD FRINGE 11,114 SF
MODERATE RISK 7.886 SF
NEW MONUMENT
SIGN PER WELLS
FARGO STANDARDS
Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference
CONSTRUCTION NOTES
5
6
4
4
2
6
E E E E E E EFO
VB
S (OHP)(OHP)(OHP)(OHP)(OHP)(FO)(GAS)(FO)
(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)
(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(U
P
)
(U
P
)
(UP)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W
EXISTING BUILDING
MAGNOLIA STREET
5
5
5
5
4
4
1
1
1
1
2
22
8
8
123
4
4
4
3
4
4
4
12 12
7
7
7
10
10
4 13
13
PARKING SCREENING
PER LANDSCAPING
PLANS
EXISTING SIGN TO
BE RELOCATED
9
14
EXISTING TREE
TO REMAIN
7
2
2
2
5
13
3
3
3
4
3
7
7 7
8
PROPOSED SWALE
3
4997
4996
4996
4995
49954995
4995 4996
4995 49951.00%
1.88%0.66%2.00%2.54%
4.15%1.21%
0.50%7.91%7.13%1.63%2.00%
(0.24%)(0.34%)
(
1
.
2
6%
)
2.00%1.00%1.00%0.61%2.27%2.73%
1.06%1.00%
(1.21%)
(0.32%)
1.00%
1
.
0
0%1.23%4.77%
23.09%
1.21%
2.06%1.60%
1.98%
1.92%
0.50%2.01%2.02%1.00%
49
9
6
4997
49
9
6
4997
4996
49964996 49964996
49974996
95.10
96.27
95.96 96.13
96.79 HP
95.76
96.60 96.22 95.4596.40
95.59 HP
95.34
95.23
95.36
95.04
95.28
(95.35SW)95.23
(94.47)(95.39)(96.48)96.11 95.58
(94.62)95.31
96.26 96.60
95.96
96.00 (95.32SW)
(95.33SW)(94.03)95.36
96.01
96.0196.35
96.40
95.27
95.11
95.8195.93
96.41
95.36
96.76 HP
(94.47)
96.09
95.31
95.28
(95.17)(96.55)96.31 HP
96.32
96.11
95.62
95.59 HP 95.59 HP
96.16
95.55
96.23 HP
96.43
96.70
95.23
(94.31)
96.46
95.27
95.33
95.44(96.59)96.15
96.06
96.37
95.36
96.29
95.88
96.67 95.43
95.00
95.13
95.23
(94.57)(97.25)(95.30SW)(95.16SW)(95.25SW)(95.24)
(95.10)
94.78
94.70
94.59
95.39
95.28
95.3295.3295.85
95.18
95.4696.33
96.16
96.6296.1195.99
95.99 (95.40)(95.53)95.45
95.71
96.5496.5496.54 HP
1.09%
2.74%1.18%0.63%1.89%
1.10%
3.46%
1.19%1.11%1.88%4.31%4.03%1.12%2.23%0.50%1.00%0.50%1.29%0.50%
0.90%
4.79%
1.01%0.74%4.14%
2.75%0.59%2.71%1.00%1.74
%1.17%1.00%1.01%7.43%0.50%4.65%5.28%4.01%0.50%1.00%2.
0
4%
95.6095.58
0.
6
0%0.50%0.68%(95.25SW)(95.25SW)(95.61SW)(95.69SW)3.
2
1%3.04%
96.36 TBC
2.36%1.58%
1.32%(95.47SW)(95.49SW)
(95.80)
(96.00)
3
BREAK LINEBREAK LINEBREAK LINE BREAK L
INE BREAK LINEBREAK LINE
4996 49964 COLLEGE AVENUE11
4995FORT C
O
L
L
I
N
S
1
0
0
-
Y
R
F
L
O
O
D
F
R
I
N
G
E
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
W
A
Y
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
F
R
I
N
G
E FORT COLLINS 100-YEAR FLOODWAYFORT COLLINS 100-YEAR FLOOD FRINGEFORT
C
O
L
LI
N
S
M
O
D
E
R
A
T
E
RI
S
K
F
L
O
O
D
P
L
AI
N
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERA
T
E
R
I
S
K
F
L
O
O
D
P
L
A
I
N
6" CURB TO
MATCH EXISTING
PROPERTY LINE/ROW
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.47'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'BREAK LINE
GRADING PLANC4.0
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R 112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525(16.57)
16.25
SPOT ELEVATIONS
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
STREET CUT NOTE:
10'
SCALE: 1" = 10'
0 20'
N
SYMBOL LEGEND
G G
(UP)
(UT)
SS
X
WS WS WS WS WS
SS
R/W
WS
W
R/W
(OHP)
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES:ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469NOTE:
INV EL: 94.81'
INV EL: 93.13'
EL: 95.88'
36"
36" DRY WELL PROFILE
NTS
6 LF 6" PVC INLET PIPE @ 1.0
%
6 LF 6" PVC OUTLET PIPE @ 0.5%
BOTTOM OF ROCK EL: 87.88
PROPOSED
SUB-BASE
15 LF CAPPED 8" PERFORATED PVC
SANDY CLAY
ALLUVIAL
EL: 78.88
BOTTOM OF PIPE EL: 76.88
TOP OF PIPE EL: 91.88
9.0'
E E E E E E EFO
VB
S (OHP)(OHP)(OHP)(OHP)(OHP)(FO)(GAS)(FO)
(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)
(FO)(FO)(FO)(FO)(FO)(FO)
(FO)
(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(U
P
)
(U
P
)
(UP)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W
EXISTING BUILDING
MAGNOLIA STREET
20.0' ROW
18.81'
4997
4996
4996
4995
49954995
4995
499
6
4995
PROPERTY LINE
EXISTING STORM INLET
LINCOLN CENTER FLOODPLAIN REVISION
HEC-RAS MODEL CROSS-SECTION
RIVER: MAGNOLIA7
REACH: MASON-COLLEGE
RIVER STATION: 2068
BASE FLOOD ELEVATION: 4995.8' (NAVD88)
FLOODWAY BOUNDARY
INV: 94.78'
PROPOSED
SIDEWALK
CHASE
PROPOSED 1' U-CHANNEL
PROPOSED 2' U-CHANNEL
20.0' ROW
FORT C
O
L
L
I
N
S
1
0
0
-
Y
R
F
L
O
O
D
F
R
I
N
G
E
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
W
A
Y
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
F
R
I
N
G
E FORT COLLINS 100-YEAR FLOODWAYFORT COLLINS 100-YEAR FLOOD FRINGEDRAINS TO PAVER SECTION #2
AREA = 632 SQ FT
DRAINS TO STREET
AREA = 278 SQ FT
FORT
C
O
L
LI
N
S
M
O
D
E
R
A
T
E
RI
S
K
F
L
O
O
D
P
L
AI
N
LANDSCAPING AREA
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
PAVER SECTION #1
PAVER SECTION #2
PAVER SECTION #4
DRAINS TO PAVER SECTION #1
AREA = 1,262 SQ FT
DRAINS TO PAVER SECTION #4
AREA = 3,235 SQ FT
FORT COLLINS MODER
A
T
E
R
I
S
K
F
L
O
O
D
P
L
A
I
N
DRAINS TO PAVER SECTION #5
AREA = 2,144 SQ FT
PAVER SECTION #3
PAVER SECTION #5
DRAINS TO PAVER SECTION #3
AREA = 1,529 SQ FT
DRAINS TO STREET
AREA = 418 SQ FT
10.7 LF OF 4" PVC @12.1%
6.0 LF OF 6" PVC @1.0%
6.0 LF OF 6" PVC @0.5%
PROPOSED 1' CURB CUT
ELEVATION: 94.31'4996499649
9
6
4996
4996
4997
4996
4995
4995
4995
4997
4996
4996
4996
4996
PROPOSED
36" DRY WELL
INV. IN =93.13'
INV. OUT 94.81'
C/O UNDERDRAIN
INV: 93.89'
C/O UNDERDRAIN
INV: 93.96'
C/O UNDERDRAIN
INV: 93.63'
C/O UNDERDRAIN
INV: 94.49'
C/O UNDERDRAIN
INV: 93.19'
C/O UNDERDRAIN
INV: 94.66'
C/O UNDERDRAIN
INV: 93.40'
C/O UNDERDRAIN
INV: 93.89'C/O UNDERDRAIN
INV: 93.68'
C/O UNDERDRAIN
INV: 94.83'
C/O UNDERDRAIN
INV: 93.82
C/O UNDERDRAIN
INV: 93.82'
30.8 LF OF 4" PERFORATED PVC PIPE 55.9 LF OF 4" PERFORATED PVC PIPE12.6 LF OF 4" PERFORATED PVC PIPE @ 1.3%38.6 LF OF 4" PERFORATED PVC PIPE42.4 LF OF 4" PVC @ 0.5%45.9 LF OF 4" PVC @ 0.5%24.5 LF OF 4" PVC @ 0.8%9.9 LF OF 4" PVC @ 0.5%27.0 LF OF 4" PVC @ 4.6%13.6 LF OF 4" PVC @ 0.5
%29.9 LF OF 4" PERFORATED PVC PIPE @ 0.9%POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.47'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.24'DRAINAGE PLANC5.0
10'
SCALE: 1" = 10'
0 20'
DRAINAGE LEGEND
D1
112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
P1
L.I.D. LEGEND
BASIN ID
MINOR "C" COEFFICIENT
MAJOR "C" COEFFICIENT
DRAINAGE AREA
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
E1 N
SYMBOL LEGEND
SANITARY LINE
MAJOR CONTOUR
MINOR CONTOUR
CENTER LINE
EASEMENT
CONCRETE SIDEWALK
FENCE
UNDERGROUND TELEPHONE
WATER MAIN
UNDERGROUND POWER
GAS LINE
RIGHT-OF-WAY
PROPERTY BOUNDARY
FLOW LINE
G G
(UP)
(UT)
SS
X
WS WS WS WS WS
SS
FIRE HYDRANT
WATER VALVE
R/W
WATER SERVICE LINEWS
W
R/W
OVERHEAD UTILITY(OHP)
EDGE OF ASPHALT
DEMOLISH EXISTING
STRUCTURE
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES
ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469DIRECTION OF FLOW
WITH SLOPE AMOUNT
SPOT ELEVATION
MAJOR CONTOUR
MINOR CONTOUR
CONCRETE/ASPHALT DRIVE
CONCRETE SIDEWALK
EMERGENCY ACCESS BOUNDS
FLOW LINE
UNDERGROUND ELECTRIC LINE
RIGHT-OF-WAY
SANITARY LINE
STORM SEWER PIPE
FIRE LINE
WATER LINE
WATER SERVICE LINE
PARKING COUNT
WATER METER/ CURB STOP
SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
5
6
4
4
2
6
E E E E E E EFO
VB
S (OHP)(OHP)(OHP)(OHP)(OHP)(FO)(GAS)(FO)
(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)
(FO)(FO)(FO)(FO)(FO)(FO)
(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(U
P
)
(U
P
)
(UP)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)SSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W
EXISTING BUILDING
STANDARD EROSION AND SEDIMENT CONSTRUCTION PLAN NOTES
PROPERTY LINE/ROW
PROPERTY LINE
PROPERTY LINE/ROW
4997
4996
4996
4995
49954995
4995
4996
4995
49
9
6
4997
49
9
6
4997
4996
49964996 49964996
49974996
EXISTING TREE
TO BE REMOVED
EROSION CONTROL PLANC5.1
10'
SCALE: 1" = 10'
0 20'
N
EROSION CONTROL LEGEND
112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
EROSION CONTROL NOTE:ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469SYMBOL LEGEND
SANITARY LINE
MAJOR CONTOUR
MINOR CONTOUR
CENTER LINE
EASEMENT
CONCRETE SIDEWALK
FENCE
UNDERGROUND TELEPHONE
WATER MAIN
UNDERGROUND POWER
GAS LINE
RIGHT-OF-WAY
PROPERTY BOUNDARY
FLOW LINE
G G
(UP)
(UT)
SS
X
WS WS WS WS WS
SS
FIRE HYDRANT
WATER VALVE
R/W
WATER SERVICE LINEWS
W
R/W
OVERHEAD UTILITY(OHP)
EDGE OF ASPHALT
DEMOLISH EXISTING
STRUCTURE
10.00
2.05%
W W
FS
E E E
11
DIRECTION OF FLOW
WITH SLOPE AMOUNT
SPOT ELEVATION
MAJOR CONTOUR
MINOR CONTOUR
CONCRETE/ASPHALT DRIVE
CONCRETE SIDEWALK
EMERGENCY ACCESS BOUNDS
FLOW LINE
UNDERGROUND ELECTRIC LINE
RIGHT-OF-WAY
SANITARY LINE
STORM SEWER PIPE
FIRE LINE
WATER LINE
WATER SERVICE LINE
PARKING COUNT
WATER METER/ CURB STOP
SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
520.0' ROW
18.81'
E E E
S
(FO)(FO)
(GAS)(GAS)(GAS)(GAS)
(FO)(FO)(FO)(FO)(FO)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(UP)(UP)(UP)(UP)(UP)(U
P
)
(U
P
)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W
4997
4995
1.00%7.13%1.63%2.00%
(0.34%)
1.00%
(1.21%)
(0.32%)1.00%1.00%1.23%4.77%23.09%
1.21%
2.06%
1.92%0.50%2.01%1.00%499649974996
95.10
96.2795.96 96.13
(94.47)(95.39)(96.48)96.11 96.26
(94.03)95.93 96.76 HP
(95.17)(96.55)96.31 HP96.16
96.23 HP
(94.31)95.33
95.44 (96.59)96.1596.0695.8896.6795.00
(97.25)(95.30SW)(95.16SW)(95.24)(95.10)94.78
94.70
94.5996.1195.9995.99 4.03%1.00%4.01%2.04%(95.80)(96.00)18.81'EXISTING ALLEYTO BE REPAVEDWITH CONCRETE20.0' ROW FORT COLLINS MODERATE RISK FLOODPLAINFORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
EXISTING TREE
TO BE REMOVEDELEVATION
ELEVATION STATIONSTATIONAlignment - (ALLEY WESTERN EDGE) STA: 0+00.00 THRU 1+56.39499249920+001+001+560+001+001+56ELEVATIONELEVATION STATIONSTATIONAlignment - ALLEY FLOWLINE STA: 0+00.00 THRU 1+56.47499249920+001+001+560+001+001+56BP: 0+00.00ELEV: 4996.65
EP: 1+56.47
ELEV: 4994.90 -1.23%EXISTING GROUNDPROPOSED GRADEMATCH ALLEY FLOWLINE TO EXISTING SIDEWALKSTA: 1+08.25ELEVATION: 4995.17'FLOWLINE OF MAGNOLIA
BACK OF EXISTING SIDEWALKGRADE BREAKSTA: 0+30.23ELEVATION: 4996.05'499349944995499649974998MATCH ALLEY FLOWLINE TO EXISTING ALLEYSTA: 0+06.15ELEVATION: 4996.54'CENTERLINE OF MAGNOLIA-1.63%499349944995499649974998ELEVATIONELEVATION STATIONSTATIONAlignment - (ALLEY CENTERLINE)]>) STA: 0+00.00 THRU 1+56.47499249920+001+001+560+001+001+56-1.63%-1.23%EXISTING GROUNDPROPOSED GRADEMATCH ALLEY CENTERLINE TO EXISTING SIDEWALKSTA: 1+08.25ELEVATION: 4995.28'FLOWLINE OF MAGNOLIA
BACK OF EXISTING SIDEWALKGRADE BREAKSTA: 0+30.23ELEVATION: 4996.13'499349944995499649974998MATCH ALLEY CENTERLINE TO EXISTING ALLEYSTA: 0+06.15ELEVATION: 4996.49'CENTERLINE OF MAGNOLIA499349944995499649974998-1.38%-1.63%-0.71%-0.26%-0.12%-0.19%-3.59%-2.08%-10.09%-11.82%2.28%1.64%EXISTING GROUNDFLOWLINE OF MAGNOLIA
BACK OF EXISTING SIDEWALK499349944995499649974998
499349944995499649974998CENTERLINE OF MAGNOLIATHE WESTERN EDGE OF THE ALLEY IS TO MATCH EXISTING GRADE19.0'EXISTINGGROUNDR.O.WR.O.W20.0' ROWMIN. SLOPE 1.5%PARKING LOT APPROACHSCARIFY AND RECOMPACTSUBGRADE TO 95% MAX. DRYDENSITY1" MINUSROCK1" CLEANROCKFIBERREINFORCEDCONCRETEPROPOSEDGRADE19.0'INFLOW CURB & GUTTERSEE DETAIL 701 ON SHEETC6.0EXISTINGGROUNDPROPOSEDGRADER.O.WR.O.W20.0' ROWLANDSCAPEDAREA3:1 MAXMIN. SLOPE 1.5%PAVERSSCARIFY AND RECOMPACTSUBGRADE TO 95% MAX.DRY DENSITY 1" MINUSROCK1" CLEANROCKFIBER REINFORCEDCONCRETEPROPOSEDGRADER.O.WR.O.W20.0' ROW19.0'TRANSITION TO EXISTINGSLOPE OF 1.21%LANDSCAPED AREASCARIFY AND RECOMPACTSUBGRADE TO 95% MAX.DRY DENSITY1" MINUSROCK1" CLEANROCK FIBERREINFORCEDCONCRETEEXISTING GROUNDALLEY PLAN AND PROFILEC5.2112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 8052520'10'SCALE: 1" = 10'0FOR BURIED UTILITY INFORMATIONTHREE (3) BUSINESS DAYSBEFORE YOU DIGCALL 811(OR 1-800-922-1987)UTILITY NOTIFICATIONCENTER OF COLORADO (UNCC)WWW.UNCC.ORGRSCALE: 1" = 5'20100SCALE:VERTICAL: 1" = 2'HORIZONTAL: 1" = 10'1NOTE: SECTIONS SHOWN ARE FOR REFERENCEONLY. REFERENCE GEOTECHICAL REPORT AND ALLADDENDA FOR ACTUAL PAVEMENT CONSTRUCTIONSECTION A-ASCALE: 1" = 5'SECTION B-BSCALE: 1" = 5'SECTION C-CAASYMBOL LEGENDHYDBBCCN
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469 FLOODPLAIN NOTES
SITE DETAILSC6.0112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469DETAIL
NOT TO SCALE
SP-1
2' CONCRETE
U-CHANNEL
DETAIL
NOT TO SCALE
SPILL CURBCATCH CURB
SP-2
18" CURB & GUTTER
EROSION CONTROL DETAILSC6.1112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469NOTE: NYLOPLAST DRY WELL IS TO HAVE A
SOLID LID
DRY WELL DEPTH TO
BE DETERMINED BASE
ON BORING REPORT.
ROCK SOCK END SHALL ABUT TIGHTLY TO BACK
OF CURB WITH A MINIMUM OF 12 INCHES OF
CONTACT WITH BACK OF CURB AND BE PLACES
AT 45 DEGREE TO THE CURB,