HomeMy WebLinkAbout112 W. MAGNOLIA STREET PARKING LOT - FDP - FDP180017 - SUBMITTAL DOCUMENTS - ROUND 1 - 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
UTILITY PLANS FOR
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CIVIL ENGINEER
GEOTECHNICAL ENGINEER
SYMBOL LEGEND CONTRACTOR
JUNE 28, 2017
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...
VICINITY MAP
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) (UP) (UP)
(UP)
(UP)
22.5'
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)
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)
(UP) (UP) (UP)
(UP) (UP)
PLANTING AREA
7
5 11
8
11
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)
PLANTING AREA
7
5 11
8
11
4996
4997
4996
4995
4995
4995
4995
4997
4996
4996
4995
4995
4995
4995
4996
4995
4995
4996
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)
5
25.0'
5.0'
20.0' ROW
18.81'
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
4995
4997
4995
4995
4996
0.51%
1.02%
2.80%
1.36%
(0.34%)
3.96%
(1.21%)
(0.32%)
2.08%
1.51%
EXISTING TREE
29" DIAMETER
0.73%
1.16%
SITE DETAILS
C6.0
12-1/2"
1'-6"
4-1/2"
1'-0"
1-1/2"
1-1/2" R
6"
FL 5"
1"/FT
ST-06
DETAIL NO: ONSITE 18" INFLOW
CURB/GUTTER
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
INV EL: 93.03'
INV EL: 92.89'
EL: 95.12'
18"
18" CATCH BASIN WITH UNDERDRAIN
NTS
8" PVC PIPE
8" PVC UNDERDRAIN
ORIFICE PLATE
W/ 3.2" CIRCULAR
OPENING
ORIFICE PLATE
SCALE: 1" : 6"
8" X 8" ORIFICE PLATE
W/ 3.2" CIRCULAR
OPENING
3.2"
8"
8" PVC PIPE
11-1/2"
6"
1"
6"
4-1/2"
ST-07
DETAIL NO: ONSITE 18" OUTFLOW
CURB/GUTTER
1'-6"
1'-0"
1-1/2"
1-1/2" R
FL
1"/FT
16"
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
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
24.55%
24.95%
0+00
1+00
1+56
1.37%
2.16%
2.00%
1.35%
94.57
95.34
94.64 94.74
(94.34)
(94.26)
95.15
(96.48)
95.83 95.46
(94.03)
94.84
95.13
95.16
96.68
(95.20SW)
95.71
(95.17)
(96.55)
7.99%
95.38
94.68
1.00%
2.18%
2.10%
(94.29)
2.01%
1.05%
17.5'
15.5'
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 FLOWLINE STA: 0+00.00 THRU 1+56.47
4992 4992
0+00 1+00 1+56
0+00 1+00 1+56
-1.60%
-1.78%
-0.91%
-0.27%
-0.50%
-1.68%
-3.58%
-2.11%
-5.01%
2.28%
1.63%
BP: 0+00.00
ELEV: 4996.65
EP: 1+56.47
ELEV: 4994.90
-2.77%
-0.74%
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+35.85
ELEVATION: 4995.71'
4993
4994
4995
4996
4997
4998
4993
4994
4995
4996
4997
4998
-11.88%
MATCH ALLEY FLOWLINE TO EXISTING ALLEY
STA: 0+06.15
ELEVATION: 4996.54'
CENTERLINE OF MAGNOLIA
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
2" OF 1" DENSITY
MINUS ROCK
8" OF 1"
CLEAN ROCK
6" OF 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
2" OF 1"
MINUS ROCK
8" OF 1"
CLEAN ROCK
6" OF 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.
2" OF 1" DRY DENSITY
MINUS ROCK
8" OF 1"
CLEAN ROCK
6" OF 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" = 1'
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
(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)
(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
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
STANDARD EROSION AND SEDIMENT CONSTRUCTION PLAN NOTES
SEPTEMBER 2003 (REVISED JULY 2010)
EROSION CONTROL NOTE:
SYMBOL LEGEND
G G G
(UP)
(UT)
SS
X X
WS WS WS WS
SS
R/W
WS WS
W W
R/W
(OHP)
10.00
2.05%
W
FS
E E
11
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
(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
4996
4996
4997
4996
4995
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
DRAINS TO PAVER SECTION #2
AREA = 2,771 SQ FT
DRAINS TO STREET
AREA = 598 SQ FT
FORT COLLINS MODERATE RISK FLOODPLAIN
PLANTING AREA
LANDSCAPING AREA
PLANTING AREA
7
24.0' 24.0' 24.0'
25.0'
24.0'
5.0'
5.0'
6.00'
6.0'
8.0' 8.0' 8.0'
6.0'
11.5'
6.5'
11.5'
25.0
20.0' ROW
18.81'
4996
4997
4996
4996
FORT COLLINS 100-YEAR FLOOD FRINGE
PROPERTY LINE
UNDERDRAIN
INV: 93.83'
UNDERDRAIN
INV: 93.79'
C/O
INV: 94.22'
UNDERDRAIN
INV: 93.57'
UNDERDRAIN
INV: 93.33'
UNDERDRAIN
INV: 93.33'
UNDERDRAIN
INV: 93.29'
PROPOSED
18" CATCH BASIN
UNDERDRAIN
INV: 92.89'
UNDERDRAIN
INV: 93.03'
C/O
INV: 93.11'
UNDERDRAIN
INV: 93.34'
UNDERDRAIN
INV: 93.30'
C/O
INV: 93.77'
C/O
INV: 93.51'
UNDERDRAIN
INV: 92.7'
EXISTING STORM INLET
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
PAVER SECTION #1
PAVER SECTION #2
PAVER SECTION #4
30.9'
64.2'
5.0'
LINCOLN CENTER FLOODPLAIN REVISION
HEC-RAS MODEL CROSS-SECTION
RIVER: MAGNOLIA7
REACH: MASON-COLLEGE
RIVER STATION: 2068
BASE FLOOD ELEVATION: 4992.63'
11
19.0' TYP
9.0' TYP
11
C/O
INV: 93.75'
UNDERDRAIN
INV: 93.61'
UNDERDRAIN
INV: 93.61'
8
5
DRAINS TO PAVER SECTION #1
AREA = 1,146 SQ FT
DRAINS TO PAVER SECTION #3
AREA = 2,811 SQ FT
FORT COLLINS MODERATE RISK FLOODPLAIN
DRAINS TO PAVER SECTION #4
AREA = 1,246 SQ FT
PAVER SECTION #3
4995
4995
4995
4996
4996
4995
4995
4996
4996
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
D1
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
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 & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
(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
PLANTING AREA
7
5 11
8
11
MAGNOLIA STREET
HIGH POINT
HIGH POINT
HIGH POINT
4996
4997
4996
4995
4995
4995
4995
4997
4996
4996
4995
4995
4995
4995
4996
4995
4995
4995
4996
0.51%
1.00%
0.53%
0.56%
1.97%
2.12%
0.54%
0.54%
1.26%
1.02%
2.80%
1.36%
(0.34%) (0.24%)
(1.26%)
0.82%
0.97%
0.94%
1.09%
0.79%
1.00% 1.00%
0.57%
0.85%
3.96%
(1.21%)
(0.32%)
2.08%
1.51%
0.73%
1.16%
24.55%
24.95%
1.37%
1.08%
1.92%
0.56%
2.73%
0.32%
3.01%
2.00%
2.30%
1.00%
2.16%
0.36%
0.77%
1.44%
2.00%
2.55%
2.49%
2.70%
1.35%
0.61%
0.55%
0.38%
0.67%
1.00%
2.61%
0.58%
1.84%
1.31%
4.53%
0.90%
1.08%
0.74%
1.94%
1.25%
94.57
95.34
94.64 94.74
94.73
94.68 95.04
95.35 95.18 95.35 95.33 HP 95.14 95.28
94.90
94.95 95.04 95.13 95.04
95.66SW/CONC 95.56SW/CONC
(97.00)
(96.00)
(95.30SW)
94.51
(94.39)
(94.34)
(94.26)
95.15
(96.48)
95.69SW/FL
95.83 95.50
(94.61)
95.16 95.16
95.12 95.24
95.49 SW/FL
95.46 95.34 95.40 95.65 95.35
(95.38)
(95.42)
(95.36SW)
(95.33SW)
(95.69)
(95.26)
(94.03)
95.17 95.31
95.22 95.32
94.84 94.84
95.13 95.30
95.16
95.62
95.16
95.16
95.49
95.04
96.68
(94.44)
94.80
95.09
95.55
(95.20SW)
95.71
(95.17)
(96.55)
7.99% 7.67%
95.38 95.38 95.38 95.36 95.30 95.66 95.54
94.68
2.01%
1.00%
1.29%
1.98%
2.17%
2.38%
1.31%
1.00%
1.71%
2.18%
2.10%
1.72%
95.36
95.40
95.00
95.50
94.82
95.53
(94.29)
(94.99)
2.01%
1.05%
1.04%
94.84
95.25
95.51
95.52
1.05%
2.39%
HIGH POINT
PROPERTY LINE
PARKING SCREENING
PER LANDSCAPE PLAN
6" CURB TO
MATCH EXISTING
EXISTING SIGN TO
BE RELOCATED
COLLEGE AVENUE
Label conta
CONSTRUCTION NOTES
4
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
6
9
6
5 5
5
5
3
4
4
1
1
1
1
2
2 2
8
8
3 12
4 4 4
3 3
4 4
12 12
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
7 7 7 7
11
10
10
13
11
4
13
13
FLOODPLAIN NOTES:
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
NOTE:
15
14
(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
EXISTING BUILDING
PLANTING AREA
7
5 11
L1
L2
L3
L4
C2
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L21
L22
L24
L25
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
19.0' TYP
9.0' TYP
25.0'
24.0'
5.0'
5.0'
6.00'
6.0'
8.0'
8.0' 8.0'
6.0'
64.2'
11.5'
6.5'
11.5'
5.0'
25.0
30.9'
L26
L27
L28
L29
L30
L31
L32
L33
20.0' ROW
18.81'
L23
L35 L34
8
11
PROPOSED 3
4" IRRIGATION METER
PROPOSED 3
4" IRRIGATION
WITH TAPPING SADDLE
24.0' 24.0' 24.0'
2' MAX
CURB STOP
43.9 LF OF 4" PVC PIPE @ 0.4%
PROPOSED
4' SCREEN WALL
RE: LANDSCAPE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YEAR FLOOD FRINGE
39.0 LF OF 4" PERFORATED PVC PIPE @ 0.67%
39.0 LF OF 4" PERFORATED PVC PIPE @ 1.2%
39.0 LF OF 4" PERFORATED PVC PIPE @ 0.5%
56.0 LF OF 4" PERFORATED PVC PIPE @ 0.7%
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
PROPOSED BIKE RACK
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
PROPERTY LINE/ROW
EXISTING 5' SW
EXISTING 5' SW
EXISTING FIBER
EXISTING GAS
EXISTING ELECTRIC LINE
EXISTING 8" WATER MAIN
EXISTING LIGHT POLE
EXISTING ALLEY
TO BE REPAVED
WITH CONCRETE
EXISTING STORM INLET
PROPERTY LINE/ROW
C/O
C/O
C/O
C/O
LANDSCAPE
SETBACK
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
COLLEGE AVENUE
PROPOSED CURB
54.5'
2.00'
7.0'
9.5'
31.6'
4.0'
4.0'
4.0'
17.5'
38.0'
38.0'
19.0'
6.0'
8.5'
22.0'
4.5'
18.2'
2.00'
STREET CUT STREET CUT
9.5' 9.5'
9.5' 9.5'
PROPOSED CLAY
CUTOFF WALL
EXISTING SIGN
TO BE RELOCATED
UNDERDRAIN
INV: 93.83'
UNDERDRAIN
INV: 93.79'
UNDERDRAIN
INV: 94.22'
UNDERDRAIN
INV: 93.75'
UNDERDRAIN
INV: 93.57'
UNDERDRAIN
INV: 93.61'
UNDERDRAIN
INV: 93.61'
UNDERDRAIN
INV: 93.33'
UNDERDRAIN
UNDERDRAIN INV: 93.33'
INV: 93.29'
UNDERDRAIN
INV: 93.34'
UNDERDRAIN
INV: 93.30'
UNDERDRAIN
INV: 93.77'
UNDERDRAIN
INV: 93.51'
UNDERDRAIN
INV: 92.7'
20.4' LF OF 8" PVC PIPE @ 0.4%
60.9 LF OF 4" PVC PIPE @ 0.4%
60.0 LF OF 4" PVC PIPE @ 0.3%
11.0 LF OF 4" PVC PIPE @ 1.7%
8" CATCH BASIN
8" CATCH BASIN 8" CATCH BASIN 8" CATCH BASIN
PROPOSED
18" CATCH BASIN
UNDERDRAIN
INV: 92.89'
UNDERDRAIN
INV: 93.03'
C/O
INV: 93.11'
15.5'
19.17'
9.0' UTILITY
EASEMENT
15.0' UTILITY
EASEMENT
8.0' UTILITY
EASEMENT
UTILITY CROSSING
TOP SS: 4988.35'
INV STORM: 4992.78'
CLEARANCE: 4.43'
PROPERTY LINE/ROW
EXISTING HYDRANT
PROPERTY LINE/ROW
PROPERTY LINE/ROW
EXISTING 4" WATERLINE
EXISTING 6" SANITARY SEWER
LANDSCAPING AREA
PROPOSED WHEEL STOP
PROPOSED WHEEL STOP
EXISTING BOLLARD
TO BE REMOVED
AND REPLACED IF
NECESSARY
S
8.5' CURB CUT
TO PROTECT TREE
20.0' ROW
18.81'
48.1 LF OF 8" PVC PIPE @ 0.4%
24.0 LF OF 3/4" TYPE K COPPER PIPE
CURVE TABLE
CURVE #
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
LENGTH
2.356
2.356
2.356
2.356
2.356
19.203
19.277
2.356
2.356
3.927
RADIUS
1.500
1.500
1.500
1.500
1.500
15.000
15.000
1.500
1.500
2.500
DELTA
090.0000
090.0062
090.0000
090.0000
090.0000
073.3515
073.6334
090.0000
090.0000
090.0000
CURVE TABLE
CURVE #
C12
C13
C14
C15
C16
C17
C18
C19
LENGTH
3.927
2.356
3.927
2.356
3.927
2.356
3.927
2.356
RADIUS
2.500
1.500
2.500
1.500
2.500
1.500
2.500
1.500
DELTA
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
BEARING
S63°10'58"E
S89°53'41"E
N00°06'20"E
S89°53'41"E
N00°06'19"E
S89°53'19"E
S00°06'41"W
S89°53'41"E
S00°06'19"W
S89°53'41"E
N00°06'19"E
S89°53'41"E
S00°06'19"W
S89°53'41"E
N00°06'19"E
S89°53'41"E
DISTANCE
6.11
160.08
62.50
17.50
3.50
25.00
3.50
17.50
9.00
16.50
3.50
25.00
3.50
16.50
9.00
17.50
LINE TABLE
LINE #
L17
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
BEARING
N00°06'19"E
N00°06'19"E
N89°53'41"W
N00°06'19"E
S89°53'41"E
N89°53'41"W
S63°41'22"W
S89°53'41"E
N89°53'41"W
N89°53'41"W
S89°53'41"E
N00°59'30"E
N00°26'58"W
S89°54'53"W
N00°06'19"E
N00°03'25"E
DISTANCE
14.02
23.07
13.50
46.00
13.50
9.40
5.73
32.00
34.00
32.00
34.00
12.25
5.97
31.64
50.40
13.13
HORIZONTAL CONTROL AND UTILITY PLAN
10' C3.0
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
(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
PROPERTY LINE
REMOVE BOLLARD
REMOVE BOLLARD
EXISTING BUILDING
EXISTING 5' SW
EXISTING GRAVEL PARKING
LOT TO BE PAVED PER
GEOTECHNICAL REPORT
MAGNOLIA STREET
COLLEGE AVENUE
EXISTING 5' SW
EXISTING ASPHALT ALLEY
TO BE REPAVED WITH CONCRETE
EXISTING STORM INLET TO REMAIN
EXISTING SIGN TO
REMAIN/RELOCATED
PER OWNER
10.7'
54.5' 26.4'
52.0'
EXISTING CONCRETE
ACCESS TO REMAIN
(NO POTHOLING)
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
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
VICINITY MAP
North College Avenue
South College Avenue
Mountain Avenue
Mulberry Street
Riverside Avenue
Magnolia Street
Mason Street
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. IN FORT COLLINS, LARIMER COUNTY, COLORADO.
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469