HomeMy WebLinkAboutCITY OF FORT COLLINS, UTILITY ADMINISTRATION BUILDING - FDP - FDP150018 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSJE
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A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the
Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and
the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all
liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of
Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing
new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to
be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading.
It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these
plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for
any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for City of Fort Collins Utilities Administration Building dated April 29, 2015 by Northern
Engineering Services, Inc., shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall
be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and
debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.)
or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction
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OLD TOWN
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MOUNTAIN AVE.
E. MULBERRY ST
S. COLLEGE AVE.
LAPORTE AVE.
MAPLE AVE.
S. MASON AVE.
S. HOWES AVE.
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PROPOSED 11'
WIDE SIDEWALK
PROPOSED 10'
WIDE SIDEWALK
5
5
1
23' TYP. 8' TYP.
4
HOWES STREET
(100' ROW)
EXISTING
215 N. MASON BUILDING
PROPOSED UTILITIES
ADMINISTRATION BUILDING
EXISTING
214 N. HOWES BUILDING
RELOCATED
BUTTERFLY
BLDG
PROPOSED SEAT WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED 8' WIDE SIDEWALK
PROPOSED 10' WIDE SIDEWALK
HANDICAP RAMP (TYP.)
EXISTING STORM
SEWER MANHOLE (TYP.)
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RELOCATED
BUTTERFLY
BLDG
FF = 4984.0
BUILDING COLUMN
(RE: ARCHITECT - TYP.)
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE EXISTING 100-YR
EXISTINGFLOODWAY RIGHT-OF-WAY CITY
RELOCATED
BUTTERFLY
BLDG
FF = 4984.0
PROPOSED SIDEWALK PROPOSED SIDEWALK
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
UD
UD
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UD
UD
UD
UD UD
RD RD RD RD
FUTURE PEDESTRIAN
WALKWAY
UD
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PROPOSED DRAINAGE
ALIGNMENT
Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Grad\940-002_GRAD2.dwg
Wegert Provencio
C401
GRADING PLAN
DETAILS
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
PROPOSED 11' WIDE
SIDEWALK
P
RO
P
O
SE
D
10
'
W
I
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E
S
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EWA
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K
12' WIDE EX.
LEFT TURN LANE
11' WIDE EX. SB
THROUGH LANE
13' WIDE EX. NB
THROUGH LANE
11' WIDE EX.
PARALLEL
PARKING LANE
12' WIDE EX.
PARALLEL
PARKING LANE
14' WIDE EX. WB
THROUGH LANE
7' WIDE EX.
BIKE LANE
12' WIDE EX. EB
THROUGH LANE
6' WIDE EX.
BIKE LANE
EXISTING SOLID DOUBLE YELLOW STRIPE
EXISTING DASHED WHITE STRIPE
EXISTING SOLID WHITE STRIPE
EXISTING SOLID
WHITE STRIPES
EXISTING SOLID DOUBLE
YELLOW STRIPE
EXISTING SOLID WHITE STRIPE
PROPOSED CURB & GUTTER
EXISTING CURB & GUTTER
EXISTING HANDICAP RAMPS
EXISTING HANDICAP RAMPS EXISTING HANDICAP RAMPS
10' WIDE EX.
LEFT TURN LANE
12' WIDE EX. NB
THROUGH LANE
12' WIDE EX.
LEFT TURN LANE
12' WIDE EX.
PARALLEL
ST ST
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Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Details\940-002-Details.dwg
Wegert Provencio
C700
CONSTRUCTION
DETAILS
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
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1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
001 HANDICAP PARKING REQUIREMENTS
ATTACHED SIDEWALK DETAIL
S lope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1 /4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
DETACHED S IDEWALK DETAIL
Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Details\940-002-Details.dwg
Wegert Provencio
C701
CONSTRUCTION
DETAILS
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
101 TYPICAL POINT OF CONNECTION
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
R
N
OT FO
R
C
O
N
S
T
MINIMUM 12" THICK LAYER OF BIORETENTION
SAND MEDIA (SEE BIORETENTION SAND MEDIA
SPECIFICATION FROM CITY OF FORT COLLINS)
MINIMUM 6" THICK LAYER OF
PEA GRAVEL DIAPHRAGM
MINIMUM 4" PERFORATED PVC PIPE
2"
2"
MINIMUM 2" OF CDOT
NO. 4 AGGREGRATE
ABOVE AND BELOW PIPE
10:1 SLOPE (TYP. -
SEE GRADING PLAN)
MINIMUM 8" THICK
LAYER OF CDOT NO. 4
AGGREGRATE
WATER SURFACE
ELEVATION OF WQC POND
SEE GRADING
PLAN
24" DIA. NYLOPLAST
DRAIN INLET
DOME GRATE
MINIMUM 12" SOLID PVC PIPE
MINIMUM 12" THICK LAYER OF BIORETENTION
SAND MEDIA (SEE BIORETENTION SAND
MEDIA SPECIFICATION FROM CITY OF FORT
COLLINS)
MINIMUM 6" THICK LAYER OF
PEA GRAVEL DIAPHRAGM
MINIMUM 8" THICK LAYER OF
CDOT NO. 4 AGGREGRATE
MINIMUM 4" PERFORATED PVC PIPE
2"
2"
MINIMUM 2" OF CDOT NO. 4
AGGREGRATE ABOVE AND
BELOW PIPE
2' MIN. (WIDTH VARIES -
SEE GRADING PLAN)
MAX. 4:1 SLOPE
MAX. 4:1 SLOPE
FLOWLINE OF POND
(SEE GRADING PLAN )
1% 1%
DEPTH VARIES
(SEE GRADING PLAN)
Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Details\940-002-Details.dwg
Wegert Provencio
C702
CONSTRUCTION
DETAILS
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
BEDDING REQUIRMENTS
WW-1
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
SERVICE WYE DETAIL
WW-9
FLOW DIRECTION
TRAFFIC RATED CLEANOUT
WW-15
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
R
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CITY OF FORT COLLINS
204 WATER QUALITY OUTLET STRUCTURE
DIMENSIONS FOR SLOTTED PVC PIPE
SCREEN SLOT TABLE GUIDELINES
ABCDE
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
4" 3 (MIN.) - 6 (MAX.) 1.06"-2.35" 0.032" 14 1/2"-3/4" 1.90-3.15 SQ. IN.
201
F
206 TYPICAL CROSS-SECTION OF POND
HEAVY DUTY/LIGHT DUTY CONCRETE PAVEMENT
202 PAVEMENT DETAIL (PRIVATE DEVELOPMENT AREAS)
Walk Walk
Pa rkway
Pa rkway
Concrete
Bo rder
R.O.W.
10'X10'
S IGHT
AREA AREA
SIGHT
10'X10'
Alle y
Drive-Ove r o r
Ve rtica l Curb
& Gutter
FL
Curb
0" Curb
Construction Joint
Truncated Dom e
0" Curb
Slope
1/4"/Ft.
6" Curb 6" Curb
1:12
STREET
6" Curb
AREA
SIGHT
10'X10'
Pa rkway
Truncated Dom e
Warning Detection
Walk
R.O.W.
STREET
Slope
1 /4"/Ft.
0" Curb 0" Curb
Pa rkwa y
6" Curb
SIGHT
AREA
10'X10'
Walk
Alle y
MAX.
12:1
MAX.
12:1
FL
ALLEY W/ S IDE DRAINAGE
ALLEY W/ CENTER DRAINAGE
Warning Detection
(TYP.)
(TYP.)
FL
Alle y
Concre te
FL
concrete
8 " minimum thick
concrete
8 " minimum thick 1:12
Truncated Dome
Warning Detection
1:24 1:24
6" Curb
Ve rtica l
RUC
TIO
N
Va ria b le
S lope sidewalk to curb 1/4 " per foot.
2' m in.
Sidewalk
Drivewa y
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1 . Sidewalk grade shall remain consistent across driveway
3 . This de ta il applies to Residential & Commercial driveways .
Detached Sidewalk
Attached Sidewalk
DETACHEDATTACHED
All Sidewalk Thickness Shall Be 6" m in im um.
SIDEWALK
FL
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0 .5"
4.5"
18"
3.63"
21.75"
R 0 .13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge m ay be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
MIN. MIN.
CAR ACCESSIBLEVAN ACCESSIBLE
OR
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
ONE IN EVERY EIGHT ACCESSIBLE
SPACES, BUT NOT LESS THAN ONE,
SHALL BE VAN ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
R7-8 ONE SIGN
PER SPACE
REQUIRED
R7-8
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
ONE SIGN
PER SPACE
REQUIRED
R7-8
NO
PARKING
TYPICAL PAVEMENT
MARKINGS
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be m ounted a m inim um of 7 feet above the pavem ent or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
$OO 1R 3DUNLQJ VLJQV VKDOO EH LQVWDOOHG DW IURP )ORZ /LQH
**
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
S treet Curb
See Figure 16-1
L
* 12 Gauge
30" 8" 8"
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
PLAN VIEW SECTION A-A
A
A
N.T.S.
6"
N.T.S.
2'
NOTES:
t=6" or as specified
MILL PAVEMENT MIN 2"
SAW CUT LINE.
CUT TO CLEAN EDGE.
EX DEPTH PLUS 2" UP TO 8"
THEN EX DEPTH.
0$ ;
EXISTING PAVEMENT
NEW PAVEMENT
SAWCUT DETAIL
TRUNCATED DOMES FOR HANDICAP RAMPS
BOLLARD DETAIL
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
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004
002
005
PROTECTED
SWITCH BOX
CONCRETE FILLED
BOLLARD
0$ ;
PROPOSED GRADE
NEW PAVEMENT
003 THICKEN CONCRETE EDGE
1' MAX
T
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SS SS S SS SS SS SS
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T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
FO
FO
FO FO FO FO FO FO FO FO
FO FO
FO
W
RD RD RD RD
RD
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF SF SF SF SF SF SF SF SF SF SF SF
LAPORTE AVENUE
(100' ROW)
HOWES STREET
(
100
'
R
OW
)
EXISTING
215 N. MASON BUILDING
EXISTING
214 N. HOWES BUILDING
P
R
O
P
O
SED
S
I
DEWA
LK
P
RO
P
O
SE
D
S
I
D
EWA
L
K
APPROXIMATE LOCATION
OF 16' WIDE x5' TALL
CONCRETE BOX CULVERT
PR
O
P
O
SED C
O
NCRE
T
E
T
ERRACE
(RE: LANDSCAPE ARCHI
T
EC
T
)
PROPOSED SIDEWALK
P
R
OPOSED
SIDE
W
A
LK
P
R
O
P
O
SED
SIDEWA
LK
PROPOSED
POROUS
LANDSCAPE
DETENTION
1
2
OS1
1
2
OS2
OS1
OS2
OS3
OS3
EXISTING RIGHT-OF-WAY
FUTURE PEDESTRIAN
WALKWAY PROPOSED STORM SEWER B
CONNECT PROPOSED STORM SEWER
INTO EXISTING BOX CULVERT
PROPOSED WATER QUALITY
OUTLET STRUCTURE
PROPOSED STORM SEWER A
PROPOSED STORM SEWER D
PROPOSED SIDEWALK
PROPOSED UTILITIES
ADMINISTRATION BUILDING
FF = 4985.50
RELOCATED
BUTTERFLY
BLDG
FF = 4984.0
4984
.
1
100
-Y
R
F
L
OO
D
E
L
EVATIO
N
(FT.
C
O
LL
I
N
S
N
GV
D
29
)
EXISTING
RIGHT-OF-WAY
PROPOSED EMERGENCY
ACCESS ALIGNMENT
PROPOSED STORM SEWER C
OS4
OS4
RS
RS
RS
RS
RS RS
RS RS
RS
RW RW
RW
RS
RS
RS
RS
VTC
IP
IP
SF
SF
SF
RW
CONTRACTOR TO PLACE VEHICLE
TRACKING PAD AT CONSTRUCTION
ENTRY (ASSUMED ON THIS PLAN TO
BE AT SITE NE CORNER)
PROPOSED STORM SEWER E
EXISTING
RIGHT-OF-WAY
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
EXISTING
RIGHT-OF-WAY
EXISTING STORM
SEWER MANHOLE (TYP.)
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Drng\940-002_DRNG.dwg
Wegert Provencio
C600
DRAINAGE & EROSION
CONTROL PLAN
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
NOTES:
A
B2
1.45 ac
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
LEGEND:
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
UD
ST
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
R
PROJECT DATUM: NGVD29 Unadjusted (Old City of Fort Collins Datum)
BENCHMARK #1:
City of Fort Collins Benchmark 1-13
Southwest corner of College Avenue and Maple Street, on a concrete traffic signal base.
Elevation= 4976.58
NOTE: If NAVD 88 Datum is required for any purpose, the following equation should be
used: NAVD88 = NGVD29 Unadjusted + 3.17'
PROJECT BENCHMARKS:
SF
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR.
TEMPORARY BMP'S
L
EV
=
4981
.
76
PVI S
T
A
=
10+37
.
81
PVI E
L
EV
=
4982
.
69
PVI S
T
A
=
10+51
.
47
PVI E
L
EV
=
4982
.
76
PVI S
T
A
=
10+63
.
41
PVI E
L
EV
=
4982
.
89
PVI S
T
A
=
10+88
.
87
PVI E
L
EV
=
4983
.
02
PVI S
T
A
=
11+66
.
68
PVI E
L
EV
=
4983
.
30
PVI S
T
A
=
11+88
.
34
PVI E
L
EV
=
4983
.
27
PVI S
T
A
=
12+21
.
14
PVI E
L
EV
=
4982
.
79
54.6' VC
HP ELEV = 4983.41
HP STA = 11+38.91
PVI STA = 11+29.11
PVI ELEV = 4983.52
BV
C
S:
11+01
.
83
BV
C
E:
4983
.
18
EV
C
S:
11+56
.
39
EV
C
E:
4983
.
36
A.D. = 1.82
K = 30.00
TRANSITION FROM VERTICAL TO
OUTFALL CURB AND GUTTER
4980
.
09
4981
.
59
4982
.
75
4982
.
95
4983
.
16
4983
.
38
4983
.
39
4983
.
29
4983
.
10
VERTICAL CATCH
CURB AND GUTTER
OUTFALL CURB AND GUTTER
PROPOSED GROUND EXISTING GROUND
4975
4980
4985
4990
4975
4980
4985
4990
12+50 12+00 11+00 10+00 9+75
0
.79
%
-0
.60
%
PV
I
S
T
A
=
10+88
.
04
PV
I
E
L
EV
=
4982
.
31
PV
I
S
T
A
=
11+41
.
80
PV
I
E
L
EV
=
4982
.
73
PV
I
S
T
A
=
12+06
.
33
PV
I
E
L
EV
=
4982
.
35
4982
.
40
4982
.
60
4982
.
68
4982
.
53
4982
.
38
PROPOSED GROUND EXISTING GROUND
REPLACE EXISTING CURB AND GUTTER
(-
0
.59
%)
(-
0
.77
%)
(-
1
.92
%)
(-
7
.60
%)
MATCH INTO FLOWLINE OF
EXISTING CURB & GUTTER
MATCH INTO FLOWLINE OF
EXISTING CURB & GUTTER
T
PROPOSED UTILITIES
ADMINISTRATION BUILDING
RELOCATED
BUTTERFLY
BLDG
EXISTING STORM
INLETS (TYP.)
PROPOSEDSIDEWALK SIDEWALK EXISTING
EXISTING
215 N. MASON BUILDING
EXISTING SIDEWALK
PROPOSED OUTFALL CURB AND
GUTTER (SEE EAST ALLEY LEFT
FLOWLINE PROFILE ON THIS SHEET)
APPROXIMATE LOCATION
OF 16' WIDE x5' TALL
CONCRETE BOX CULVERT
EXISTING
RIGHT-OF-WAY
PROPOSED EMERGENCY
ACCESS ALIGNMENT
PROPOSED OUTFALL CURB AND
GUTTER (SEE EAST ALLEY LEFT
FLOWLINE PROFILE ON THIS SHEET)
PRESERVE AND PROTECT
EXISTING CURB & GUTTER
10.0'
EXISTING
20.0' WIDE
PUBLIC
ALLEY
MATCH INTO FLOWLINE OF EXISTING
CURB & GUTTER (SEE EAST ALLEY RIGHT
FLOWLINE PROFILE ON THIS SHEET)
MATCH INTO EXISTING
SIDEWALK
MATCH INTO FLOWLINE OF EXISTING
CURB & GUTTER (SEE EAST ALLEY RIGHT
FLOWLINE PROFILE ON THIS SHEET)
REPLACE EXISTING CURB & GUTTER
(SEE EAST ALLEY RIGHT FLOWLINE
PROFILE ON THIS SHEET)
END ALLEY CROSS-SECTION TRANSITION
BEGIN ALLEY CROSS-SECTION TRANSITION
20'
PROPOSED CURB AND GUTTER
(SEE EAST ALLEY LEFT FLOWLINE
PROFILE ON THIS SHEET)
TRANSITION BETWEEN
VERTICAL CURB & GUTTER
AND OUTFALL CURB & GUTTER
10'
P
R
O
P
O
SED
DRIVEWAY
Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Strt\940-002_STRT_East Alley.dwg
Wegert Provencio
C502
EAST ALLEY FL
PROFILES
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
LEFT FLOWLINE
EAST ALLEY
SCALE : 1" = 20' HORIZ. 1" = 2' VERT.
RIGHT FLOWLINE
EAST ALLEY
SCALE : 1" = 20' HORIZ. 1" = 2' VERT.
LEGEND:
UD
ST
T
13
+
00
13
+
50
14
+
00
14
+
50
LAPORTE AVENUE
(100' ROW)
EXISTING STORM
INLETS (TYP.)
PROPOSED SIDEWALK
EXISTING STORM
SEWER MANHOLE (TYP.)
PROPOSEDSIDEWALK SIDEWALK EXISTING
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
EXISTING
RIGHT-OF-WAY
FL RADIUS = 20'
FL RADIUS = 15'
FL RADIUS = 20'
FL RADIUS = 15'
EXISTING GROUND
PROPOSED GROUND
PROPOSED GROUND EXISTING GROUND
EXISTING STORM INLETS
4975
4980
4985
4975
4980
4985
15+25 15+00 14+00 13+00 12+00 11+00 10+00 9+75
4979
.
72
4980
.
02
4980
.
32
4980
.
62
4980
.
92
4981
.
22
4981
.
65
2
.00
%
1
.20
%
1.19
%
PVI S
T
A
=
11+70
.
32
PVI E
L
EV
=
4979
.
66
PVI S
T
A
=
12+16
.
63
PVI E
L
EV
=
4980
.
22
PVI S
T
A
=
13+08
.
63
PVI E
L
EV
=
4981
.
32
PVI S
T
A
=
13+32
.
94
PVI E
L
EV
=
4981
.
81
0
.70
%
1
.53
%
0
.50
%
0
.80
%
-1.12%
PVI S
T
A
=
13+93
.
63
PVI E
L
EV
=
4982
.
12
PVI S
T
A
=
14+06
.
41
PVI E
L
EV
=
4982
.
21
PVI S
T
A
=
14+14
.
25
PVI
E
L
EV
=
4982
.
33
PVI S
T
A
=
14+22
.
09
PVI E
L
EV
=
4982
.
37
PVI S
T
A
=
14+29
.
92
PVI E
L
EV
=
4982
.
43
PVI S
T
A
=
14+31
.
89
PVI E
L
EV
=
4982
.
41
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
4976
4978
4980
4982
4984
4976
4978
4980
4982
4984
-60 -40 -20 0204060 0
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4976
4978
4980
4982
4984
4976
4978
4980
4982
4984
-60 -40 -20 0204060 0
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4976
4978
4980
4982
4984
4976
4978
4980
4982
4984
-60 -40 -0020406020
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
4976
4978
4980
4982
4984
4976
4978
4980
4982
4984
-60 -40 -0020406020
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
4978
4980
4982
4984
4986
4978
4980
4982
4984
4986
-60 -40 -0020406020
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
4978
4980
4982
4984
4986
4978
4980
4982
4984
4986
-60 -40 -20 0204060 0
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
4978
4980
4982
4984
4986
4978
4980
4982
4984
4986
-60 -40 -20 0204060 0
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
4978
4980
4982
4984
4986
4978
4980
4982
4984
4986
-60 -40 -20 0204060 0
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
4978
4980
4982
4984
4986
4978
4980
4982
4984
4986
-60 -40 -0020406020
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+00
4976
4978
4980
4982
4984
4976
4978
4980
4982
4984
-60 -40 -20 0204060 0
EXISTING
GROUND
PROPOSED GROUND
EXISTING
GROUND
PROPOSED GROUND
EXISTING
GROUND
PROPOSED GROUND
EXISTING
GROUND
PROPOSED GROUND
EXISTING
GROUND
PROPOSED GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
F
R
I
N
GE
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
F
R
I
N
GE
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
WAY
100
-Y
R
F
L
OO
D
F
R
I
N
GE
100
-Y
R
F
L
OO
D
F
R
I
N
GE
100
-Y
R
F
L
OO
D
F
R
I
N
GE
100
-Y
R
F
L
OO
D
F
R
I
N
GE
100
-Y
R
F
L
OO
D
WAY
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
EX.
R
OW
(
4
.68
%
)
(-
1
.93
%
) (-
2.00%
)
(-
1
.92
%
)
(
3
.24
%
) (
3.29%
)
(
1
.94
%
)
(
2
.41%
)
(-
2
.49%
)
(-
1
.07
%
)
(-
2
.09
%
)
(
-
1
.69%
)
(
2
.00%
)
(
6
.07%
)
(
1
.70%
)
(-
3
.63
%
)
(-
0
.
85
%
)
(-
2
.12
%
)
(-
1
.84
%
)
(
2
.58
%
)
(
2
.89%
)
(-
3.51%
)
(-
1
.66%
)
(-
1
.55
%
)
(-
2
.10
%
)
(
2
.66%)
(
2
.
88
%
)
(-
2
.32%
)
(-
1.74%
)
(-
1
.33
%
)
(
9
.15
%
)
(
6
.43%
)
(
1
.25%
)
(-
1
.47
%
)
(-
1.93%
)
(-
1
.15%)
(-
1
.71
%
)
(
2.47
%
)
(
1
.36%
)
(
3
.54
%
)
(-
0
.
69
%
) (-
0
.
86%
)
(
0
.91%
)
(-
0
.
80
%
)
(-
2.23%
)
(
3
.41%
)
(
0
.
79
%
)
(-
0
.
36%
)
(-
0
.
07
%
)
(
27
.06
%
)
(-
2
.60%
)
(-1.6
1
%
)
(-
1
.46%
)
(-
2.22%
)
(
5
.03
%
)
(
1.39%
)
(0
.
79
%
)
(
7
.03
%
)
(
6
.25
%
)
(-
2
.25
%
)
(-
1.41%
) (-
1
.48%
)
(-1.63
%
)
(-
1
.46%
)
(
8
.21
%
)
(
8
.56%
)
(
1.32%
)
(-
0
.
49
%
)
(-
7
.09%
)
(
0
.
24%
)
(2.72
%)
(-
0
.
24
%
)
(
0
.
43
%
)
(-
3
.72%)
(
0
.
29%
)
(
0
.
10
%
)
(-
0
.
22
%
)
(
0
.
91%)
4
.32
%
2
.01
%
11
.50
%
-
2
.59
%
2
.00
%
1.98
%
0
.
47
%
1
.50
%
2.00
%
2.00
%
2
.52
%
2.00
%
2.57
%
-
3
.49
%
2.00
%
2.00
%
1
.
58
%
Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Strt\940-002_XSCT.dwg
Wegert Provencio
C501
LAPORTE AVENUE
CROSS-SECTIONS
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
LEGEND:
FIELD SURVEY BY:
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROPOSED FLOWLINE
LAPORTE AVENUE
SCALE : 1" = 20'' HORIZ. 1" = 2' VERT.
1REVISED FLOWLINE ON LAPORTE 1/27/15
PARKING LANE
11' WIDE EX. SB
THROUGH LANE
13' WIDE EX.
PARALLEL
PARKING LANE
11' WIDE EX. EB
THROUGH LANE
11' WIDE EX. WB
THROUGH LANE
6' WIDE EX.
BIKE LANE
11' WIDE EX. EB
THROUGH LANE
7' WIDE EX.
BIKE LANE
12' WIDE EX.
LEFT TURN LANE
12' WIDE EX. EB
THROUGH LANE
EXISTING SOLID WHITE STRIPES
EXISTING SOLID WHITE STRIPE
EXISTING SOLID WHITE STRIPE
EXISTING SOLID WHITE STRIPE
EXISTING DASHED WHITE STRIPE
EXISTING SOLID DOUBLE YELLOW STRIPE
EXISTING SOLID
WHITE STRIPE
EXISTING SOLID DOUBLE
YELLOW STRIPE EXISTING SOLID
WHITE STRIPES
HANDICAP RAMP (TYP.)
EXISTING STORM
SEWER MANHOLE (TYP.)
FL R = 5.0'
FL R = 25'
PROPOSED
CURB & GUTTER
MATCH INTO EXISTING
CURB & GUTTER
MATCH INTO EXISTING
CURB & GUTTER
EXISTING 100-YR CITY HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
EXISTING RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
LAPORTE AVENUE
(100' ROW)
HOWES STREET
(100' ROW)
EX
I
S
T
I
NG
S
I
D
EWA
L
K
EXISTING SIDEWALK
EXISTING SIDEWALK
EX
IS
T
I
N
G
SIDEWA
LK
PROPOSED UTILITIES
ADMINISTRATION BUILDING
LAPORTE AVENUE
(100' ROW)
HOWES STREET
(100' ROW)
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
PROPOSED BIKE RACKS
(RE: LANDSCAPE ARCHITECT)
PROPOSED RUNNEL (RE: LANDSCAPE ARCHITECT)
PROPOSED DRAINAGE ALIGNMENT
PROPOSED DRAINAGE ALIGNMENT
Thursday, April 23, 2015 10:17 AM
D:\Projects\940-002\Dwg\Site\940-002_HCP.dwg
Wegert Provencio
C500
INTERSECTION OF
HOWES & LAPORTE
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
NOTES:
LEGEND:
FIELD SURVEY BY:
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
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
R
ABBREVIATIONS:
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NOTES:
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
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
R
BEGIN OUTFALL CURB AND GUTTER /
END CURB AND GUTTER TRANSITION
BEGIN CURB AND GUTTER
TRANSITION / END VERTICAL
CURB AND GUTTER
BEGIN CATCH VERTICAL
CURB AND GUTTER
PROPOSED 6" STEP
BETWEEN CONCRETE WALK
AND BUTTERFLY BUILDING
PLAZA (SEE NOTE 9).
APPROXIMATE LOCATION
OF 16' WIDE x 5' HIGH
CONCRETE BOX CULVERT
MATCH INTO EXISTING
STORM INLETS
MATCH INTO
EXISTING SIDEWALK
MATCH INTO EXISTING
TOP BACK OF CURB
MATCH INTO LIP OF EXISTING
CURB AND GUTTER
PRESERVE AND PROTECT
EXISTING CURB & GUTTER
PROPOSED TOP OF POROUS
LANDSCAPE DETENTION (EL. 4983)
END ALLEY CROSS-SECTION TRANSITION
BEGIN ALLEY CROSS-SECTION TRANSITION
D INTERSECTION OF ALLEY & LAPORTE
E MAIN ENTRANCE PLAZA AT LAPORTE
PROPOSED RUNNEL (RE:
LANDSCAPE ARCHITECT)
R
A
M
P
PROPOSED CONCRETE STEPS
WITH 6 (SIX) 6.5" RISERS AND 5
(FIVE) 14" TREADS (SEE NOTE 9).
ENTRY PLAZA
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
PROPOSED UTILITIES
ADMINISTRATION BUILDING
FINISH FLOOR ELEV. = 4985.50
LEGEND:
UD
ST
FIELD SURVEY BY:
T
PROPOSED PLANTER CURB
(RE: LANDSCAPE ARCHITECT) PROPOSED PLANTER CURB
(RE: LANDSCAPE ARCHITECT)
PROPOSED CONCRETE STEPS
WITH 6 (SIX) 6" RISERS AND 5
(FIVE) 12" TREADS (SEE NOTE 9).
PROPOSED UTILITIES
ADMINISTRATION BUILDING
FINISH FLOOR ELEV. = 4985.50
C REAR ENTRANCE PLAZA
ENTRY PLAZA
S
I
DE
WA
LK
SIDEWALK
INSTALL THICKENED EDGE
ALONG CONCRETE
INSTALL 6" DIAMETER DRAIN
HOLE IN WALL @ 1.0% SLOPE
(RE: ARCHITECT)
BLOCK BENCH - TYP. (RE:
LANDSCAPE ARCHITECT)
B STORM SEWER ON EAST SIDE
OUTFALL CURB AND GUTTER
EDGE OF RIGHT-OF-WAY
DR
I
VE
WAY
PLAZA
BLOCK BENCH - TYP. (RE:
LANDSCAPE ARCHITECT)
A MECHANICAL YARD/ REAR SIDEWALK
INSTALL 6" DIAMETER DRAIN
HOLE IN WALL @ 1.0% SLOPE
(RE: ARCHITECT)
MECHANICAL YARD
(RE: ARCHITECT)
RD
INSTALL VERTICAL
CURB & GUTTER
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
T
RD RD RD RD
RD
PROPOSED TREE GRATE
(RE: LANDSCAPE
ARCHITECT - TYP.)
BUILDING COLUMN
(RE: ARCHITECT - TYP.)
PROPOSED
MECHANICAL YARD
(RE: ARCHITECT)
PROPOSED WALL
(RE: ARCHITECT)
EXISTING STORM
INLETS (TYP.)
MATCH FL INTO EXISTING
STORM SEWER INLET
GRATE = 4982.09
EXISTING
RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
EXISTING
RIGHT-OF-WAY
LAPORTE AVENUE
(100' ROW)
HOWES STREET
(100' ROW)
EXISTING
215 N. MASON BUILDING
EXISTING 20'
WIDE ALLEY
PROPOSED UTILITIES
ADMINISTRATION BUILDING
FF = 4985.50
EXISTING
214 N. HOWES BUILDING
RELOCATED
BUTTERFLY
BLDG
FF = 4984.0
PROPOSED SIDEWALK
P
RO
P
O
SE
D
S
I
D
EWA
L
K
P
RO
P
O
SE
D
S
I
D
EWA
L
K
PROPOSED SIDEWALK
P
R
O
P
O
SED
SIDEWA
LK
P
R
O
P
O
SED
SIDE
W
A
LK
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
4984
.
1
100
-
Y
R
F
L
OO
D
E
L
EVATIO
N
(
FT
.
C
O
LL
I
N
S
N
GV
D
29
)
PROPOSED STORM SEWER
& AREA DRAIN INLET. SEE
DETAIL E ON SHEET C401.
APPROXIMATE LOCATION
OF 16' WIDE x 5' HIGH
CONCRETE BOX CULVERT
END ALLEY
CROSS-SECTION
TRANSISTION
BEGIN ALLEY
CROSS-SECTION
SEETRANSISTION DETAIL E ON SHEET C401
SEE DETAIL D
ON SHEET C401
FUTURE PEDESTRIAN
WALKWAY
SEE DETAIL C ON SHEET C401
PROPOSED STORM SEWER
SEE DETAIL C ON SHEET C401.
PROPOSED STORM
SEWER SEE DETAIL
C ON SHEET C401.
PROPOSED STORM SEWER
SEE DETAIL B ON SHEET C401.
PRESERVE AND PROTECT
EXISTING TREE (SEE NOTE 12).
SEE DETAIL A ON SHEET C401
Monday, April 14, 2014 10:17 AM
D:\Projects\940-002\Dwg\Grad\940-002_GRAD2.dwg
Wegert Provencio
C400
GRADING PLAN
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
UD
ST
NOTES:
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
FIELD SURVEY BY:
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
R
T
T
T
T T
T T T
T
T T T
T
T
T
T T T
T T
T T
T T T
T
T
T
T
F
O
FO
F
O
F
O
F
O
F
O
F
O
F
O
FO
F
O
F
O
FO
FO FO FO F
O
CTV
C
T
V C
T
V
C
T
V
CTV
C
T
V
C
T
V C
T
V C
T
V
C
T
V C
T
V C
T
V
CTV
C
T
V C
T
V
CTV
CTV
W W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W W
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
C
T
V
E E E E E E E E E
E E E E E
S
T
S
T
E
E
SS SS SS SS SS SS SS SS
SS SS
E E E
E E E
E
E
E
T T T
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
E E
E
E E E
E
E E
E E
E
E
E
E
W
E
E
E
S
T
S
T
S
T
W
W W
W
E E
E E E E
E
E E
E
E
E
E
E
E
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
T
T T
E
E
E E E
E
E E E
SS SS SS SS SS SS SS SS SS SS
T
E
E
S
T
S
T
E
E E E E E E E E E
E E E E
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
FO FO
FO FO FO FO FO FO FO FO
FO
FO FO
G
C
T
V C
T
V CTV C
T
V C
T
V
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G G G
G
G G G G
G
G G G G
G G
G G G
G
G
G G G
W W
CO
ELEC
UGE
SS SS
SS
2
.
5
"
W
2
.
5
"
W 2
.
5
"
W
2
.
5
"
W
2
.
5
"
W
2
.
5
"
W
4
"
F 4
"
F 4
"
F 4
"
F 4
"
F 4
"
F
4
"
F 4
"
F
U
G
E
U
G
E
U
G
E
U
G
E
UGE UGE
U
G
E
U
G
E
U
G
E
UGE UGE U
G
E UGE
U
G
E
U
G
E
UG
E
U
G
E
G
G G
G
G G
G
G
T
W
SS
T T T T
4" F 4" F
RD RD RD RD
RD
2
.
5
"
W
EXISTING
215 N. MASON BUILDING
EXISTING 20' WIDE ALLEY
EX. 20' WIDE ALLEY
EXISTING
214 N. HOWES BUILDING
TIE INTO EXISTING 12" WATER MAIN WITH
12"x4" TAPPING SADDLE, 4"x2 1/2" REDUCER,
THRUST BLOCK, 2 1/2" GATE VALVE
N:131691.32 E:194033.40
INSTALL 2.5" WATER SERVICE
(RE: PLUMBING PLANS)
INSTALL 4" FIRE SERVICE AND CONNECT TO
BUILDING FIRE SYSTEM (RE: PLUMBING PLANS)
INSTALL 6" PVC SANITARY SEWER SERVICE AT INVERT
ELEVATION 4979.50. SEE PLUMBING PLANS FOR CONTINUATION.
INSTALL ELECTRIC TRANSFORMER PER UTILITY CITY OF FORT
COLLINS ELECTRIC STANDARDS AND REGULATIONS (SEE NOTE 18)
N:131869.51 E:194019.09
INSTALL ELECTRIC SERVICE
(RE: ELECTRICAL PLANS)
INSTALL GAS SERVICE PER UTILITY COMPANY'S
STANDARDS AND REGULATIONS. (RE: MECHANICAL PLANS)
CONNECT TO EXISTING SANITARY SEWER MAIN WITH
8"x6" WYE SADDLE WITH STAINLESS STEEL STRAPS.
INVERT ELEV. = 4974.21 (6" PVC SERVICE)
SLOPE = 7.13%
INSTALL CLEAN-OUT N:131831.44 E:194046.56
N:131831.71 E:193984.70
EX
6
"
SA
N
I
T
ARY
SEWER
EX
8
"
SAN
I
T
ARY
SEWER
EX
4
"
WA
T
E
RL
I
NE
EX
12
" WA
T
E
RL
I
N
E
EX
6
"
SAN
I
T
ARY
SEWER
EX
4
"
WA
T
E
RL
I
NE
EX
8
"
SAN
I
TARY
SE
W
E
R
EX
8
"
SA
N
I
T
ARY
SEWE
R
INSTALL 2" WATER METER & VAULT
N:131854.79 E:194019.58
INSTALL TELECOMMUNICATION
SERVICE (RE: ELECTRICAL PLANS)
TIE INTO EXISTING 12" WATER MAIN
WITH 12"x4" TAPPING SADDLE,
THRUST BLOCK, AND 4" GATE VALVE
N:131691.31 E:194035.40
EXISTING SANITARY MH
RIM=4983.50
INV N=4975.12 (6")
INV W=4975.26 (6")
INV S=4975.10 (6")
APPROXIMATE LOCATION OF 16' WIDE
x5' HIGH CONCRETE BOX CULVERT
EXISTING STORM INLET
RIM=4979.10
INV N=4974.64
(BOX CULVERT)
INSTALL ELECTRIC SERVICE TO RELOCATED
BUILDING (RE: ELECTRICAL PLANS)
EXISTING TRAFFIC
SIGNAL AND
TRAFFIC VAULT
EXISTING ELECTRIC VAULTS
CONNECT TO EXISTING ELECTRIC
MAIN PER FORT COLLINS ELECTRIC
STANDARDS AND REGULATIONS
PROPOSED SWITCH GEAR
INSTALL BOLLARDS AT CORNERS
OF ELECTRIC SWITCH (TYP.)
CONNECT TO EXISTING GAS MAIN PER UTILITY
COMPANY'S STANDARDS AND REGULATIONS
PROVIDE NEW TELECOMMUNICATIONS PEDESTAL
OUTSIDE OF SIDEWALK AND CONNECT
TELECOMMUNICATION SERVICES PER UTILITY
COMPANY'S STANDARDS AND REGULATIONS
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
INSTALL CURB STOP
N:131854.78 E:194023.58
,1 6 7$/ / %( 1 ' :,7+ 7+5 8 67 %/ 2 &.
N:131859.96 E:194035.93
,167$// %( 1 ' :,7+ 7+5 8 6 7 %/ 2 &.
N:131854.73 E:194033.92
,1 6 7$/ / %( 1 ' :,7+ 7+5 8 67 %/ 2 &.
N:131858.06 E:193996.26
LAPORTE AVENUE
(100' ROW)
HOWES STREET
(100' ROW)
S
TEPS
STEPS
PR
O
P
O
SED C
O
NCRE
T
E
T
ERRACE
(
R
E
:
LANDSCAPE ARCHI
T
EC
T
)
EXISTING
RIGHT-OF-WAY BUILDING COLUMN
(RE: ARCHITECT)
S
TEP
5' MIN.
4' MIN.
10' MIN.
5' MIN.
CONNECT EXISTING 3
4" WATER SERVICE TO
BUTTERFLY BUILDING (RE: PLUMBING PLANS)
CONNECT PROPOSED IRRIGATION
SYSTEM TO EXISTING 3
4" WATER SERVICE
(RE: IRRIGATION SYSTEM PLANS)
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
EXISTING
RIGHT-OF-WAY
PROPOSED UTILITIES
ADMINISTRATION BUILDING
RELOCATED
BUTTERFLY
BLDG
EX
3
4
"
WA
T
E
R
SE
R
V
I
C
E
INSTALL 4" PVC SANITARY SEWER SERVICE TO BUTTERFLY BUILDING AT
INVERT ELEVATION 4978.0. SEE PLUMBING PLANS FOR CONTINUATION.
CONNECT TO EXISTING SANITARY SEWER MAIN WITH
8"x4" WYE SADDLE WITH STAINLESS STEEL STRAPS.
INVERT ELEV. = 4974.41 (4" PVC SERVICE)
SLOPE = 9.86%
N:131792.89 E:194046.12
INSTALL GAS SERVICE TO BUTTERFLY BUILDING
PER UTILITY COMPANY'S STANDARDS AND
REGULATIONS (RE: MECHANICAL DRAWINGS)
RELOCATED EXISTING
TELECOMMUNICATIONS
PEDESTAL
PROPOSED MECHANICAL
YARD (RE: ARCHITECT)
PROPOSED 6" HDPE STORM
SEWER DRAINS TOWARD SWALE
(SEE DETAIL B ON SHEET C401)
PROPOSED 6" HDPE STORM SEWER
(SEE DETAIL C ON SHEET C401)
FUTURE PEDESTRIAN
WALKWAY CONNECT PROPOSED STORM SEWER
INTO EXISTING BOX CULVERT
PROPOSED WATER QUALITY
OUTLET STRUCTURE
PROPOSED 12" HDPE STORM
SEWER (SEE SHEET C400)
PROPOSED WALL
(RE: ARCHITECT)
PROPOSED
DRAINAGE
ALIGNMENT
PROPOSED
DRAINAGE
ALIGNMENT
PROPOSED EMERGENCY
ACCESS ALIGNMENT
INSTALL 2 1/2" x 2" REDUCER
N:131854.77 E:194025.46
INSTALL 2 1/2" x 2" REDUCER
N:131854.81 E:194015.79
PROPOSED TOP OF POROUS
LANDSCAPE DETENTION (EL. 4983)
PROPOSED TOP OF
POROUS LANDSCAPE
DETENTION (EL. 4983)
STEPS
,1 6 7$/ / %( 1 ' :,7+ 7+5 8 67 %/ 2 &.
N:131854.83 E:194012.17
EX
3
4
"
W
A
T
E
R
SE
RV
ICE
6' MIN.
P
R
O
P
O
SED
PLA
Z
A
(
RE
:
LANDSCAPE
A
RCH
I
T
E
CT
)
PROPOSED PLAZA
(RE: LANDSCAPE
ARCHITECT)
PROPOSED 6" HDPE STORM SEWER
(SEE DETAIL B ON SHEET C401)
PROPOSED 4" PVC STORM SEWER
(SEE DETAIL E ON SHEET C401)
PROPOSED 11'
WIDE SIDEWALK
P
RO
P
O
SE
D
10
'
W
I
D
E
S
I
D
EWA
L
K
P
RO
P
O
SE
D
8
'
W
I
D
E
S
I
D
EWA
L
K
P
RO
P
O
SE
D
10
'
W
I
D
E
S
I
D
EWA
L
K
P
RO
P
O
SE
D
12' WIDE
DRI
VEWAY
PROPOSED 11'
WIDE SIDEWALK
PR
O
P
O
SED 5' WIDE SIDEWALK
P
RO
P
O
SE
D 5'
W
ID
E
S
ID
EWA
L
K
PROPOSED
DRAINAGE
ALIGNMENT
PROPOSED
DRAINAGE
ALIGNMENT
Thursday, April 23, 2015 10:17 AM
D:\Projects\940-002\Dwg\Util\940-002_UTIL.dwg
Wegert Provencio
C300
UTILITY PLAN
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
NOTES:
UGE UGE
G
SS
2.5" W
4" F
T
DRY UTILITY NOTES:
CO
UD
LEGEND:
CTV
FIELD SURVEY BY:
SS
W
X
VAULT
ELEC
H
Y
D
CONTROL
IRR
FO
G
T
ST
E
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
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
R
W
O
P
O
SE
D
12
'
WI
DE
DR
I
VEWAY
EXISTING SIDEWALK
1 :
1 (
6 (
6 :
PROPOSED PLANTING AREA (RE:
LANDSCAPE ARCHITECT - TYP.)
FL R = 20' FL R = 20'
FL R = 5.0'
FL R = 10'
FL R = 15'
FL R = 25'
FL R = 25'
PROPOSED CURB
AND GUTTER
PROPOSED
CURB & GUTTER PROPOSED
CURB & GUTTER
MATCH INTO EXISTING
MATCH INTO EXISTING CURB & GUTTER
CURB & GUTTER
MATCH INTO EXISTING
CURB & GUTTER
APPROXIMATE LOCATION
OF 16' WIDE x5' TALL
CONCRETE BOX CULVERT
P
R
O
P
O
SED
C
O
NCRE
T
E
T
ERRACE
(
R
E
:
LANDSCAPE ARCHI
T
EC
T
)
MATCH INTO EXISTING
CURB & GUTTER
PROPOSED 11'
WIDE SIDEWALK
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
EXISTING
RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
BUILDING COLUMN -
TYP. (RE: ARCHITECT)
PROPOSED EMERGENCY
ACCESS ALIGNMENT
FL R = 15'
FL R = 15'
P
R
O
P
O
SED
5
' WIDE SIDEWALK
P
R
O
P
O
SE
D
5
'
W
ID
E
S
ID
EWA
L
K
PROPOSED PLANTER CURB
(RE: LANDSCAPE ARCHITECT)
PROPOSED PLANTER CURB
(RE: LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED CURB
AND GUTTER
PRESERVE AND PROTECT
EXISTING CURB & GUTTER
SAWCUT MINIMUM 1' FROM
FLOWLINE OF EXISTING CURB TO
PROVIDE CLEAN STRAIGHT EDGE.
SAWCUT TO PROVIDE
CLEAN STRAIGHT EDGE.
SAWCUT TO PROVIDE
CLEAN STRAIGHT EDGE.
PROPOSED
MECHANICAL YARD
(RE: ARCHITECT)
FUTURE PEDESTRIAN
WALKWAY
12.30'
10.0'
8.0'
9.5'
10.25'
16.7'
6'
8.5'
33' 22.7'
9.5'
6'
33'
73'
183'
4.0'
26.5'
EXISTING 20.0' WIDE
PUBLIC ALLEY
EXISTING
20.0' WIDE
PUBLIC
ALLEY
9.8'
MATCH INTO FLOWLINE OF
EXISTING STORM SEWER INLETS
EXISTING STORM
INLETS (TYP.)
MATCH INTO EXISTING
TOP BACK OF CURB
PROPOSED RAIN GARDEN
(RE: LANDSCAPE ARCHITECT)
PROPOSED WALL
(RE: ARCHITECT)
MATCH INTO FLOWLINE OF
EXISTING CURB & GUTTER
MATCH INTO EXISTING
SIDEWALK
MATCH INTO FLOWLINE OF
EXISTING CURB & GUTTER
REPLACE EXISTING CURB &
GUTTER (SEE SHEET C400)
PROPOSED GATE
(RE: ARCHITECT)
PROPOSED FLUSH RIBBON CURB
(RE: LANDSCAPE ARCHITECT)
PROPOSED DRAINAGE
ALIGNMENT
PROPOSED DRAINAGE
ALIGNMENT
LAPORTE AVENUE
(100' ROW)
END ALLEY CROSS-SECTION TRANSITION
BEGIN ALLEY CROSS-SECTION TRANSITION
20'
5
FL R = 15'
FL R = 15'
FL R = 15'
FL R = 15'
FL R = 15'
PROPOSED TOP OF POROUS
LANDSCAPE DETENTION (TYP.)
PROPOSED BOTTOM OF POROUS
LANDSCAPE DETENTION (TYP.)
BLOCK BENCH - TYP.
(RE: LANDSCAPE ARCHITECT)
PROPOSED BIKE RACKS
(RE: LANDSCAPE ARCHITECT)
PROPOSED BIKE RACKS
(RE: LANDSCAPE ARCHITECT)
PROPOSED RUNNEL (RE:
LANDSCAPE ARCHITECT)
PROPOSED TRUNCATED
DOMES AT ALLEY ENTRANCE
3.5'
PROPOSED CONCRETE PLAZA
(RE: LANDSCAPE ARCHITECT)
PROPOSED
CONCRETE PLAZA
(RE: LANDSCAPE
ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT)
8.0'
2'
1.8'
13.0'
25' FL TO FL
29' FL TO FL
25' FL TO FL
PROPOSED BOTTOM OF
POROUS LANDSCAPE
DETENTION (TYP.)
THICKENED CONCRETE EDGE
(SEE DETAIL C ON SHEET C401)
1.8'
PROPOSED DRAINAGE ALIGNMENT
PROPOSED DRAINAGE
ALIGNMENT
PROPOSED DRAINAGE ALIGNMENT
PRESERVE & PROTECT
EXISTING TREE
PROPOSED CURB
AND GUTTER
PROPOSED CONCRETE
STEPS (SEE NOTE 5). PROPOSED CONCRETE
STEPS (SEE NOTE 5).
PROPOSED
CONCRETE STEP
(SEE NOTE 5).
8.0'
REPLACE EXISTING CURB &
GUTTER (SEE SHEET C400)
Thursday, April 23, 2015 10:17 AM
D:\Projects\940-002\Dwg\Site\940-002_HCP.dwg
Wegert Provencio
C200
HORIZONTAL
CONTROL PLAN
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
NOTES:
STRIPING AND SIGNAGE LEGEND:
1
4
5
LEGEND:
FIELD SURVEY BY:
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
T
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
T
T
T
T
T T T
T T T T
T
T
T
T
T
T T T
T T T T T
T
T
T T
F
O
FO
FO FO FO FO FO FO
FO
FO FO
FO
FO FO FO F
O
C
T
V
C
T
V C
T
V
C
T
V
C
T
V
C
T
V
C
T
V C
T
V C
T
V
C
T
V C
T
V C
T
V
CTV
C
T
V C
T
V
CTV
C
T
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
1 (
1 :
S
T
W W W
W W
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
C
T
V
E E
E E E E
E E E E
E E E E
S
T
S
T
E
E
SS S
S SS SS SS SS SS SS SS SS
E E E
E E E
E
E
E
T T
T
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
E
E
E
E
E E
E
E E
E E
E
E
E
E
W
E
E
E
S
T
S
T
S
T
W W W
W
W W
W
E E
E E E E
E
E
E
E E
E
E
E
E
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
T
T T
E
E
E E E
E
E E E
SS SS SS SS SS SS SS SS SS SS
T
E
E
S
T
S
T
E
E E E E E E E E E
E E E E
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
FO FO
FO FO FO FO FO FO FO FO
FO FO FO
G
C
T
V
C
T
V
C
T
V C
T
V
C
T
V
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G G G
G
G G G G
G
G G G G
G G
G G G
G
G
G G G
G
G
G
W W
W W W W
W
/ /
/
/
/ /
/
/
/
/ / /
/
/ /
/
/ /
/
/ /
/
/ /
/
/ /
/
/ /
/
/ /
/ /
/
/ /
/ /
/
/
/
/
/ /
/
/
/ /
/
/
/
/
/
/
/
/ /
/
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/
/
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/
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/ /
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/
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/ / / /
/
/ / / / / / / /
/
/ / / / / / /
/ / / / / /
/
/ / / / / / / / / / / /
/
/ /
/
/
EXISTING
SANITARY MH
RIM=4983.50
INV N=4975.12 (6")
INV W=4975.26 (6")
INV S=4975.10 (6")
PRESERVE
& PROTECT
BRICK WALL
1 :
1 (
1 (
6 (
6 :
PRESERVE &
PROTECT
STORM INLET
RIM=4982.09
INV W=4980.01
APPROXIMATE LOCATION
OF 16' WIDE x5' TALL
CONCRETE BOX CULVERT
(100' ROW)
(140' ROW)
L
AP
O
R
T
E
AVE
NU
E
H
O
W
ES
S
T
R
EE
T
20-FT WIDE ALLEY
20-FT WIDE ALLEY
215 N. MASON STREET
BUILDING
222 LAPORTE AVE.
214 N. HOWES STREET
1-STORY BLOCK
AND STUCCO
3-STORY BRICK
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
PRESERVE & PROTECT
EXISTING TREE
RELOCATE 1 STORY BRICK
BUILDING (SEE HORIZONTAL
CONTROL PLAN)
PRESERVE EXISTING 3
4" WATER
SERVICE (SEE UTILITY PLANS)
REMOVE EXISTING CURB STOP AND PLUG
WATER SERVICE AT THE MAIN PER CITY OF
FORT COLLINS STANDARDS AND REGULATIONS
REMOVE OVERHEAD
ELECTRIC LINE
REMOVE POWER POLE &
OVERHEAD ELECTRIC LINE
DEMOLISH EXISTING
GUTTER, FLOWLINE , &
CONCRETE DRIVEWAY
PRESERVE & PROTECT EXISTING
TELECOMMUNICATIONS,
ELECTRIC, AND TV LINES
REMOVE ELECTRIC SERVICE
PER UTILITY COMPANY'S
STANDARDS & REGULATIONS
PRESERVE &
PROTECT TRAFFIC
SIGNAL & TRAFFIC
CONTROL VAULTS
RELOCATE IN SAME LOCATION
TELECOMMUNICATIONS PEDESTAL
MOUNTED ON POLE PER UTILITY
COMPANY'S STANDARDS AND REGULATIONS
PRESERVE & PROTECT
ELECTRIC VAULTS
DEMOLISH
HANDICAP RAMP DEMOLISH HANDICAP RAMP
DEMOLISH
ASPHALT
DRIVEWAY
REMOVE "NO PARKING
ANYTIME" SIGN & SIGN POST REMOVE "NO PARKING
PRESERVE AND ANYTIME" SIGN & SIGN POST
PROTECT TREE
REMOVE TREE
REMOVE TREE
REMOVE CONCRETE CHASE
DEMOLISH
CONCRETE
DRIVEWAY
DEMOLISH
CONCRETE
DRIVEWAY
DEMOLISH EXISTING
IRRIGATION SYSTEM
AND CONTROL BOXES
DEMOLISH EXISTING
IRRIGATION SYSTEM
AND CONTROL BOXES
REMOVE TREE
PRESERVE & PROTECT
EXISTING TREE
DEMOLISH
ASPHALT CURB
DEMOLISH EXISTING IRRIGATION
SYSTEM AND CONTROL VALVES
REMOVE EXISTING
ELECTRIC BOX
REMOVE EXISTING ELECTRIC AND GAS
METERS & SERVICES PER UTILITY
COMPANY'S STANDARDS & REGULATIONS
REMOVE "PEDESTRIAN
CROSSING" SIGN AND SIGN POST REMOVE 4" PVC ROOF DRAIN
PRESERVE AND
PROTECT TREE
PRESERVE AND PROTECT EXISTING
STORM INLETS TO BOX CULVERT
(RIM=4979.10, INV N=4974.64)
REMOVE CONCRETE STEPS
REMOVE STEEL POLES AND
CHAIN LINK FENCE (TYP.)
PRESERVE & PROTECT EXISTING
TELECOMMUNICATIONS LINE
PRESERVE AND
PROTECT TREE
REMOVE CURB
AND GUTTER
REMOVE CURB AND GUTTER
TREE PLANTER (TYP.)
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
EXISTING
RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
REMOVE
EXISTING
POWER POLE
PRESERVE EXISTING 3
4" WATER
SERVICE (SEE UTILITY PLAN)
REMOVE ELECTRIC SERVICE
PER UTILITY COMPANY'S
STANDARDS & REGULATIONS
REMOVE ELECTRIC SERVICE
PER UTILITY COMPANY'S
STANDARDS & REGULATIONS
REMOVE EXISTING CURB STOP
AND PLUG WATER SERVICE AT THE
MAIN PER CITY OF FORT COLLINS
STANDARDS AND REGULATIONS
REMOVE CONCRETE DRIVEWAY
REMOVE EXISTING CURB STOP AND PLUG WATER SERVICE AT THE
MAIN PER CITY OF FORT COLLINS STANDARDS AND REGULATIONS
SAWCUT MINIMUM 1' FROM
FLOWLINE OF EXISTING CURB TO
PROVIDE CLEAN STRAIGHT EDGE.
Thursday, April 23, 2015 10:17 AM
D:\Projects\940-002\Dwg\Exist\940-002_EXST.dwg
Wegert Provencio
C100
EXISTING CONDITIONS
& DEMOLITION PLAN
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
1234567891011121314
14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
LEGEND:
CTV
FIELD SURVEY BY:
NOTES:
SS
W
VAULT
ELEC
H
Y
D
CONTROL
IRR
/ / / / / / / / / E / / / / / / / /
FO
G
T
ST
E
N
OT FO
R
C
O
N
S
T
RUC
TIO
N
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
/ / / / / OHE / / / / / / OHE / / / / / /
1 :
1 (
6 (
6 :
L
AP
O
R
T
E
AVE
NU
E
(
100
'
R
O
W
)
(PE
R
P
L
A
T
OF
C
IT
Y
OF FO
R
T
C
O
LL
I
N
S
L
ESS
B
OO
K
175
,
PA
G
E
40
)
H
OW
ES
S
T
R
EE
T
(
140
'
R
O
W
)
(PE
R
P
L
A
T
OF
C
IT
Y
OF FO
R
T
C
O
LL
I
N
S
L
ESS
B
OO
K
69
,
PA
G
E
261
)
B
L
O
C
K
42
C
I
T
Y
OF FO
R
T
C
O
LL
I
N
S
BLOCK 31
CITY OF FORT COLLINS
PART OF BLOCK 32,
CITY OF FORT COLLINS
PARCEL 9711126934
PARCEL 9711126938
PARCEL
9711126936
PARCEL
9711126937
PARCEL
9711126954
BLOCK 1
CIVIC CENTER OFFICE BUILDING
LOT 1
20
'
A
LL
EY
(PE
R
P
L
A
T
OF
C
IT
Y
OF FO
R
T
C
O
LL
I
N
S)
20
'
A
LL
EY
(PE
R
P
L
A
T OF
C
IT
Y
OF FO
R
T
C
O
LL
I
N
S)
BASIS OF BEARINGS
WEST LINE OF BLOCK 32
LOT 1
51,325 sq. ft.
1.178 ac.
10.00'
10' EMERGENCY
ACCESS
ALIGNMENT
L5 (TIE)
EXISTING 100-YR CITY
HIGH RISK FLOOD FRINGE
EXISTING 100-YR
CITY FLOODWAY
35.03'
L11
C
5
L6
L7
L8
L9
L10
L3
L4
C
4
C
3
L26
L27
L28
L25
L22
L23
39
.
13
'
L20
L21
L19
34.88'
L17
L18
L15
L14
L13
L16
L1
C1
C
2
L2
L12 (TIE)
52
.
10
'
35.96' 22.63'
L24
(
TI
E)
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
DELTA
RADIUS
25.00'
25.00'
332.17'
767.24'
767.24'
LENGTH
8.46'
30.84'
83.44'
15.05'
50.31'
BEARING
6 (
6 (
1 (
1 (
1 (
CHORD
8.42'
28.92'
83.22'
15.05'
50.30'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
LENGTH
1.07'
7.54'
111.64'
20.46'
8.16'
18.68'
39.51'
11.44'
9.84'
12.32'
18.84'
6.00'
9.49'
8.00'
BEARING
6 :
6 :
6 :
1 (
6 :
6 :
6 :
6 :
6 :
1 :
1 (
6 :
6 (
1 (
LINE TABLE
LINE
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
LENGTH
9.49'
8.00'
11.09'
34.25'
4.48'
7.75'
52.89'
15.17'
14.47'
23.48'
28.07'
21.49'
24.44'
16.47'
BEARING
1 :
6 :
1 :
6 :
6 (
1 :
1 (
6 (
6 :
1 :
6 :
1 (
6 (
6 (
NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
301 North Howes Street, Suite 100 hereon.
Fort Collins, Colorado 80521
NRN O R T H E
PHONE: 970.221.4158
www.northernengineering.com
1
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the
improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the
Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional
Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the
rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch
basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or
department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety
requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all
damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages
within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the
Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2)
year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5)
year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the
Development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public
improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include,
without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements
and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes
defects in materials and workmanship, as well as defects caused by or consisting of FNDtling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or
his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and
due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks
and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the
Owner. The Owner further warrants that the Owner has the right to convey said land according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of
the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and
covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may
include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural
Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing
any portion of the Development site.
SURVEYOR'S STATEMENT
I, Eric R. Smith, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared
from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as
shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information
and belief.
__________________________________
Eric R. Smith
Colorado Registered Professional
Land Surveyor No. 37987
for and on behalf of Northern Engineering Services, Inc.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e)
inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a
corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is
based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and
other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the
Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
NOTES:
1) The Basis of Bearings is the :HVW OLQH %ORFN DV EHDULQJ 1RUWK (DVW (assumed bearing) and monumented
as shown on plat.
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Property
Information Binder Policy Number PIB25127047.635060, dated November 19, 2014, prepared by Land Title Guarantee
Company.
3) The lineal unit of measurement for this plat is U. S. Survey Feet.
4) PROJECT DATUM: NGVD29 Unadjusted (Old City of Fort Collins Datum)
BENCHMARK #1:
City of Fort Collins Benchmark 1-13
Southwest corner of College Avenue and Maple Street, on a concrete traffic signal base.
Elevation= 4976.58
BENCHMARK #2:
City of Fort Collins Benchmark 5-00
On the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street.
Elevation= 4974.87
NOTE: If NAVD 88 Datum is required for any purpose, the following equation should be used: NAVD88 =
NGVD29 Unadjusted + 3.17'
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land:
A tract of land being a portion of Block 32, City of Fort Collins, located in Section 11, Township 7 North, Range 69 West of the 6th P.M., City of Fort
Collins, County of Larimer, State of Colorado being more particularly described as follows:
&RQVLGHULQJ WKH :HVW OLQH RI %ORFN DV EHDULQJ 1RUWK (DVW DQG ZLWK DOO EHDULQJV FRQWDLQHG KHUHLQ UHODWLYH WKHUHWR
%(*,11,1* DW WKH 6RXWKZHVW FRUQHU RI VDLG %ORFN WKHQFH DORQJ VDLG :HVW OLQH 1RUWK (DVW IHHW WR D SRLQW RQ WKH 6RXWK OLQH RI D
DOOH\ WKHQFH DORQJ VDLG 6RXWK OLQH 6RXWK (DVW IHHW WR D SRLQW RQ WKH :HVW OLQH RI D DOOH\ WKHQFH DORQJ VDLG :HVW OLQH 6RXWK
:HVW IHHW WR D SRLQW RQ WKH 6RXWK OLQH RI VDLG %ORFN WKHQFH DORQJ VDLG 6RXWK OLQH 1RUWK :HVW IHHW WR WKH
POINT OF BEGINNING.
The above described area contains 51,325 square feet or 1.178 acres more or less and is subject to all easements and rights-of-way now on record or
existing.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots,
tracts and streets as shown on this Plat to be known as COFC UTILITIES ADMINISTRATION BUILDING (the "Development"), subject to all
easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
A REPLAT OF A PORTION OF BLOCK 32, CITY OF FORT COLLINS, LOCATED IN THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP
7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
PROJECT
LOCATION
VICINITY MAP
NORTH
NORTH
SET CORNER AS DESCRIBED
BOUNDARY LINE
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
DAALIGNMENT DRAINAGE
CERTIFICATE OF DEDICATION:
The undersigned does hereby give notice in accordance with applicable City policies and standards, of the public utility and emergency access
alignments as laid out and designated on this plat.
OWNER: City of Fort Collins
BY:_________________________________
City Manager, City of Fort Collins
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_____________________________________________.
City Manager, City of Fort Collins
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
NOTICE:
This plat generally shows certain alignments to document the existence of the alignments for public access, drainage,
emergency access, trail, and utility improvements, for the benefit of the City of Fort Collins. The depiction of these
alignments on this plat is further intended to give general notice to the public of the existence of the alignments and the
associated improvements. The City of Fort Collins, prior to conveying its interest in the City property to any person, shall
take note, and, to the extent it determines at that time to be appropriate, reserve from such conveyance an easement or
right-of-way or other interest in land sufficient to reserve a right for the continued existence, operation, maintenance, repair
and, if necessary, enlargement of said alignments and improvements. More particularly, this plat shows certain designated
drainage alignments, within which certain storm drainage improvements are intended to be constructed (drainage
alignment).
Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.
The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control
Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all
public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on
these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available
to the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of
Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (1) for the project as
well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NGVD29 Unadjusted (Old City of Fort Collins Datum)
BENCHMARK #1:
City of Fort Collins Benchmark 1-13
Southwest corner of College Avenue and Maple Street, on a concrete traffic signal base.
Elevation= 4976.58
BENCHMARK #2:
City of Fort Collins Benchmark 5-00
On the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street.
Elevation= 4974.87
NOTE: If NAVD 88 Datum is required for any purpose, the following equation should be used: NAVD88 = NGVD29 Unadjusted + 3.17'
BASIS OF BEARING:
Basis of Bearings is the :HVW OLQH RI %ORFN EHDULQJ 6 : DVVXP HG EHDULQJ .
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
- None
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Report for City of Fort Collins Utilities Administration Building dated April 29, 2015 by Northern
Engineering Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
Thursday, April 23, 2015 10:17 AM
D:\Projects\940-002\Dwg\940-002_COVR.dwg
Wegert Provencio
C001
GENERAL &
CONSTRUCTION NOTES
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
DRAWN BY: CHECKED BY:
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14 13 12 11 10 9 8 7 6 5 4 3 2 1
15
15
K K
NRN O R T H E
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
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N
OT FO
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O
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T
RUC
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MOUNTAIN AVE.
E. MULBERRY ST
S. COLLEGE AVE.
LAPORTE AVE.
MAPLE AVE.
S. MASON AVE.
S. HOWES AVE.
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
R
APRIL 2015
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
PROJECT DATUM: NGVD29 Unadjusted (Old City of Fort Collins Datum)
BENCHMARK #1:
City of Fort Collins Benchmark 1-13
Southwest corner of College Avenue and Maple Street, on a concrete traffic signal base.
Elevation= 4976.58
BENCHMARK #2:
City of Fort Collins Benchmark 5-00
On the top of curb at the signal pole base at the northwest corner of Linden Street and
Jefferson Street.
Elevation= 4974.87
NOTE: If NAVD 88 Datum is required for any purpose, the following equation should be
used: NAVD88 = NGVD29 Unadjusted + 3.17'
Basis of Bearings
Basis of Bearings is the :HVW OLQH RI %ORFN EHDULQJ 6 : DVVXP HG
bearing).
Northern Engineering Services, Inc
NE Project No. 100-010
Date: February 2013
ORIGINAL FIELD SURVEY BY:
CTL Thompson
351 Linden Street, Suite 140
Fort Collins, Colorado 80524
(970) 206-9455
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
A REPLAT OF A PORTION OF BLOCK 32, CITY OF FORT COLLINS, LOCATED IN THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP
7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
C000 COVER SHEET
C001 GENERAL & CONSTRUCTION NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 HORIZONTAL CONTROL PLAN
C300 UTILITY PLAN
C400 GRADING PLAN
C401 GRADING PLAN DETAILS
C500 INTERSECTION OF HOWES & LAPORTE
C501 LAPORTE AVENUE CROSS-SECTIONS
C502 EAST ALLEY FL PROFILES
C600 DRAINAGE & EROSION CONTROL PLAN
C700 - C702 CONSTRUCTION DETAILS
GAS---------Xcel Energy---------------Amanda Stanley(970) 225-7848
ELECTRIC----- City of Fort Collins Light & Power-- Janet McTague (970) 224-6154
CABLE-------Xfinity-------------------- Don Kapperman (970) 567-0245
TELECOM.----Centurylink----------------Bill Johnson (970) 490-7501
WATER------- City of Fort Collins Utilities------Shane Boyle (970) 221-6854
WASTEWATER--City of Fort Collins Utilities------Shane Boyle (970) 221-6854
STORMWATER- City of Fort Collins Utilities------Glen Schlueter(970) 224-6065
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
*The underground utility locates provided by SiteWise are based upon the best available information at the
time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors
and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location
of all utilities prior to construction, and notify the Engineer of any discrepancies found.
RNL Design
1050 17th Street, Suite A200
Denver, Colorado 80265
(303) 295-1717
City of Fort Collins
PO Box 580
Fort Collins, Colorado 80522
(970) 221-6804
Logan Simpson Design
123 North College Avenue, Suite 206
Fort Collins, Colorado
(970) 449-4100
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
SiteWise
7000 N. Broadway
Building 3, Suite 305
Denver, Colorado 80221
(303) 430-1414
Thursday, April 23, 2015 10:17 AM
D:\Projects\940-002\Dwg\940-002_COVR.dwg
Wegert Provencio
C000
COVER SHEET
CITY OF FORT COLLINS
222 Laporte Avenue
Fort Collins, CO 80524
UTILITIES
ADMINISTRATION
BUILDING
PROJECT DEVELOPMENT PLAN
NRN O R T H E
NRN O R T H E
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
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