HomeMy WebLinkAboutWELLS FARGO PARKING LOT AND ATMS - MJA190003 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSCOVER SHEET
C1.0
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
SUPPLEMENTAL GENERAL NOTES:
ABBREVIATIONS
OWNER
LEGAL DESCRIPTION
BENCHMARK
SURVEYOR
112 W. MAGNOLIA ST. PARKING
MAJOR AMENDMENT OF PDP 160040 FOR
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CIVIL ENGINEER
GEOTECHNICAL ENGINEER
SYMBOL LEGEND
MAY 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
GENERAL NOTES I
C1.1
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
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
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
’
“ ”
’
’
’
“ ”
GENERAL NOTES II
C1.2
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
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
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
FO
VB
S
S
S
S
S 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) (FO)
(GAS)
(GAS) (GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS)
(GAS) (GAS) (GAS) (GAS)
(UP) (UP)
(UP)
(UP) (UP) (UP)
(UP) (UP)
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)
(UP)
(UP)
(UP)
5
6
4
4
2
6
E E E E E E
E
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)
E E
E E
E E
E
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)
5
6
4
4
2
6
E
E E E E E
E
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)
(FO)
(GAS)
(GAS) (GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS)
(GAS) (GAS) (GAS) (GAS)
(UP) (UP) (UP) (UP) (UP) (UP)
(UP) (UP)
5
20.0' 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)
(UP) (UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W 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%
4996
4997
4996
95.10
96.27
SITE DETAILS
C6.0
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
DETAIL
NOT TO SCALE
SP-1
1' CONCRETE
U-CHANNEL
DETAIL
NOT TO SCALE
CATCH CURB SPILL CURB
SP-2
18" CURB & GUTTER
EROSION CONTROL DETAILS
C6.1
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
NOTE: NYLOPLAST CATCH BASINS ARE TO HAVE
A GRATED LID
NOTE: NYLOPLAST DRY WELL IS TO HAVE A
SOLID LID
DRY WELL TO BE
CONSTRUCTED
TO A DEPTH OF 6'.
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,
95.96 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 HP
96.16
96.23 HP
(94.31)
95.33
95.44
(96.59)
96.15
96.06
95.88
96.67
95.00
(97.25)
(95.30SW)
(95.16SW)
((95.95.24) 10)
94.78
94.70
94.59
95.99 96.11
95.99
4.03%
1.00%
4.01%
2.04%
18.81'
EXISTING ALLEY
TO BE REPAVED
WITH CONCRETE
20.0' ROW
8.5' CURB CUT
TO PROTECT TREE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
ELEVATION
ELEVATION
STATION
STATION
Alignment - (ALLEY WESTERN EDGE) STA: 0+00.00 THRU 1+56.39
4992 4992
0+00 1+00 1+56
0+00 1+00 1+56
ELEVATION
ELEVATION
STATION
STATION
Alignment - ALLEY FLOWLINE STA: 0+00.00 THRU 1+56.47
4992 4992
0+00 1+00 1+56
0+00 1+00 1+56
BP: 0+00.00
ELEV: 4996.65
EP: 1+56.47
ELEV: 4994.90
-1.23%
EXISTING GROUND
PROPOSED GRADE
MATCH ALLEY FLOWLINE TO EXISTING SIDEWALK
STA: 1+08.25
ELEVATION: 4995.17'
FLOWLINE OF MAGNOLIA
BACK OF EXISTING SIDEWALK
GRADE BREAK
STA: 0+30.23
ELEVATION: 4996.05'
4993
4994
4995
4996
4997
4998
MATCH ALLEY FLOWLINE TO EXISTING ALLEY
STA: 0+06.15
ELEVATION: 4996.54'
CENTERLINE OF MAGNOLIA
-1.63%
4993
4994
4995
4996
4997
4998
ELEVATION
ELEVATION
STATION
STATION
Alignment - (ALLEY CENTERLINE)]>) STA: 0+00.00 THRU 1+56.47
4992 4992
0+00 1+00 1+56
0+00 1+00 1+56
-1.63%
-1.23%
EXISTING GROUND
PROPOSED GRADE
MATCH ALLEY CENTERLINE TO EXISTING SIDEWALK
STA: 1+08.25
ELEVATION: 4995.28'
FLOWLINE OF MAGNOLIA
BACK OF EXISTING SIDEWALK
GRADE BREAK
STA: 0+30.23
ELEVATION: 4996.13'
4993
4994
4995
4996
4997
4998
MATCH ALLEY CENTERLINE TO EXISTING ALLEY
STA: 0+06.15
ELEVATION: 4996.49'
CENTERLINE OF MAGNOLIA
4993
4994
4995
4996
4997
4998
-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 GROUND
FLOWLINE OF MAGNOLIA
BACK OF EXISTING SIDEWALK
4993
4994
4995
4996
4997
4998
4993
4994
4995
4996
4997
4998
CENTERLINE OF MAGNOLIA
THE WESTERN EDGE OF THE ALLEY IS TO MATCH EXISTING GRADE
19.0'
EXISTING
GROUND
R.O.W R.O.W
20.0' ROW
MIN. SLOPE 1.5%
PARKING LOT APPROACH
SCARIFY AND RECOMPACT
SUBGRADE TO 95% MAX. DRY
1" MINUS DENSITY
ROCK
1" CLEAN
ROCK
FIBER
REINFORCED
CONCRETE PROPOSED
GRADE
19.0'
INFLOW CURB & GUTTER
SEE DETAIL 701 ON SHEET
C6.0
EXISTING
GROUND
PROPOSED
GRADE
R.O.W
R.O.W
20.0' ROW
LANDSCAPED
AREA
3:1 MAX
MIN. SLOPE 1.5%
PAVERS
SCARIFY AND RECOMPACT
SUBGRADE TO 95% MAX.
DRY DENSITY
1" MINUS
ROCK
1" CLEAN
ROCK
FIBER REINFORCED
CONCRETE
PROPOSED
GRADE
R.O.W R.O.W
20.0' ROW
19.0'
TRANSITION TO EXISTING
SLOPE OF 1.21%
LANDSCAPED AREA
SCARIFY AND RECOMPACT
SUBGRADE TO 95% MAX.
1" MINUS DRY DENSITY
ROCK
1" CLEAN
ROCK
FIBER
REINFORCED
CONCRETE
EXISTING GROUND
ALLEY PLAN AND PROFILE
C5.2
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
10' 20'
SCALE: 1" = 10'
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
SCALE: 1" = 5'
0 10 20
SCALE:
VERTICAL: 1" = 2'
HORIZONTAL: 1" = 10'
1
NOTE: SECTIONS SHOWN ARE FOR REFERENCE
ONLY. REFERENCE GEOTECHICAL REPORT AND ALL
ADDENDA FOR ACTUAL PAVEMENT CONSTRUCTION
SECTION A-A
SCALE: 1" = 5'
SECTION B-B
SCALE: 1" = 5'
SECTION C-C
A A
SYMBOL LEGEND
H
Y
D
B B
C C
N
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
FLOODPLAIN NOTES
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W
W W
W W W W
W W
W W W
W 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
4995
4995
4995
4996
4995
4996
4997
4996
4997
4996
4996
4996
4996
4996
4997
4996
EROSION CONTROL PLAN
C5.1
10'
SCALE: 1" = 10'
0 20'
N
EROSION CONTROL LEGEND
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
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
EROSION CONTROL NOTE:
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
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
WS WATER SERVICE LINE
W
R/W
(OHP) OVERHEAD UTILITY
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
(UP) (UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP) (UP) (UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W
W W
W W W W W W
W
W W
W 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'
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 COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
DRAINS TO PAVER SECTION #2
AREA = 632 SQ FT
DRAINS TO STREET
AREA = 278 SQ FT
FORT COLLINS MODERATE RISK FLOODPLAIN
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 MODERATE RISK FLOODPLAIN
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'
4996
4996
4996
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'
8" CATCH BASIN
INV: 93.63'
C/O UNDERDRAIN
INV: 94.49'
8" CATCH BASIN
INV: 93.19'
8" CATCH BASIN
INV: 94.66'
C/O UNDERDRAIN
INV: 93.40'
8" CATCH BASIN
8" CATCH BASIN INV: 93.89'
INV: 93.68'
C/O UNDERDRAIN
INV: 94.83'
8" CATCH BASIN
INV: 93.82
C/O UNDERDRAIN
INV: 93.82'
30.8 LF OF 4" PERFORATED PVC PIPE
55.9 LF OF 4" PERFORATED PVC PIPE
12.6 LF OF 4" PERFORATED PVC PIPE @ 1.3%
38.6 LF OF 4" PERFORATED PVC PIPE
42.4 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 PLAN
C5.0
10'
SCALE: 1" = 10'
0 20'
DRAINAGE LEGEND
D1
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
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
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
WS WATER SERVICE LINE
W
R/W
(OHP) OVERHEAD UTILITY
EDGE OF ASPHALT
DEMOLISH EXISTING
STRUCTURE
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
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
(UP)
(UP)
(UP)
(UP) (UP)
(UP) (UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W W
W
W
W W W
W W
W W W
W
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
2 2
8
8
3 12
4
4
4
3
4
4
4
12 12
7
7
7
10
10
4 13
13
PARKING SCREENING
PER SITE 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
4995
4995
4995
4996
4995
4995
1.00%
1.88%
0.66%
2.00%
2.54%
4.15%
1.21%
0.50%
7.91%
7.13%
1.63%
2.00%
(0.34%) (0.24%)
(1.26%)
2.00%
1.00%
1.00%
0.61%
2.27%
2.73%
1.06%
1.00%
(1.21%)
(0.32%)
1.00%
1.00%
1.23%
4.77%
23.09%
1.21%
2.06%
1.60%
1.98%
1.92%
0.50%
2.01%
2.02%
1.00%
4996
4997
4996
4997
4996
4996
4996
4996
4996
4997
4996
95.10
96.27
95.96 96.13
96.79 HP
95.76
96.60 96.22 96.40 95.45
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
96.35 96.01
96.40
95.27
95.11
95.93 95.81
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
95.85 95.32 95.32
95.18
96.33 95.46
96.16
95.99 96.11 96.62
95.99
(95.40)
(95.53)
95.45
95.71
96.54 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%
2.04%
95.58 95.60
0.60%
0.50%
0.68%
(95.25SW)
(95.25SW)
(95.61SW)
(95.69SW)
3.21%
3.04%
96.36 TBC
2.36%
1.58%
1.32%
(95.47SW)
(95.49SW)
3
BREAK LINE
BREAK LINE
BREAK LINE
BREAK LINE
BREAK LINE
BREAK LINE
4996
4996
4
COLLEGE AVENUE
11
4995
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
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
Label conta
CONSTRUCTION NOTES
GRADING PLAN
C4.0
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. PARKING
112 WEST MAGNOLIA STREET
FORT 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
R/W
WS
W
R/W
(OHP)
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES:
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
NOTE:
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 EL: 89.88'
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W
W W
W W W
W
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
L1
C1
L2
L5
C2
C3
C4
C5
C6
C9
C10
C11
C12
C14
C15
C16
C17
C13
C19
C18
L3
L4
L6
L7
L8
L9
L10
L11
L12
L13
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
6
E E
E E E
E
E
22.5'
53.5'
2.00'
6.0'
26.4'
9.0'
5.0'
18.2'
2.00'
19.17'
15.0' UTILITY
EASEMENT
8.0' UTILITY
EASEMENT
20.0' 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
EXISTING SIGN STREET CUT
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 AVENUE
S
8.5' CURB CUT
TO PROTECT TREE
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'
8" CATCH BASIN
INV: 93.63'
8" CATCH BASIN
INV: 94.49'
C/O UNDERDRAIN
INV: 94.49'
8" CATCH BASIN
INV: 93.19'
8" CATCH BASIN
INV: 94.66'
C/O UNDERDRAIN
INV: 93.40'
8" CATCH BASIN
8" CATCH BASIN INV: 93.89'
INV: 93.68'
C/O UNDERDRAIN
INV: 94.83'
8" CATCH BASIN
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 MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YEAR FLOOD FRINGE
PROPOSED 6' SW
EXISTING 6' SW
EXISTING FIBER
EXISTING GAS
EXISTING ELECTRIC LINE
EXISTING 8" WATER MAIN
EXISTING ALLEY
TO BE REPAVED
WITH CONCRETE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YR FLOODWAY
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
EXISTING 4" WATERLINE
EXISTING 6" SANITARY SEWER
LANDSCAPING AREA
32.5 LF OF 3/4" TYPE K COPPER PIPE
30.8 LF OF 4" PERFORATED PVC PIPE
55.9 LF OF 4" PERFORATED PVC PIPE
12.6 LF OF 4" PERFORATED PVC PIPE @ 1.3%
38.6 LF OF 4" PERFORATED PVC PIPE
42.4 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
4' SCREEN WALL
RE: SITE 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'
15.00'
21.0'
9.0'
9.0' UTILITY
EASEMENT
PROPOSED TRANSFORMER
PROPOSED ELECTRIC METER
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 PLAN
C3.0
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. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
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
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 & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
SITE 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
MAGNOLIA ST PARKING 6
EXISTING WELLS FARGO BANK PARKING 48
TOTAL 75
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
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP)
SS
SS SS
SS
SS SS
SS
SS SS
SS
SS SS
SS
SS SS
SS
W W W
W
W
W W
W
W W W W W W
W 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 AVENUE
EXISTING 6' SW
EXISTING ASPHALT ALLEY
TO BE REPAVED WITH CONCRETE
EXISTING STORM INLET TO REMAIN EXISTING SIGN TO
REMAIN/RELOCATED
PER OWNER
14.0'
50.3 26.4'
192.6'
EXISTING CONCRETE
ACCESS TO REMAIN
EXISTING 5' SW
DEMOLITION PLAN
10' C2.0
SCALE: 1" = 10'
0 20'
N
CONSTRUCTION NOTES
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
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
11.2'
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 & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
18.2'
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
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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 & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
SCALE: 1" = 1,000'
VICINITY MAP
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