HomeMy WebLinkAboutTHE SLAB - PDP - PDP150016 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSRESEARCH
BLVD.
ROLLAND
MOORE
DR.
ST
AVE
DRAKE RD.
JUNIPER LN
W PITKIN ST
SHEELY DR
S WHITCOMB ST
HOBBIT
JOHNSON DR
UNIVERSITY AVE
SOUTH DR
BAY
RD
W STUART ST
W PITKIN ST
SPRINGFIELD DR
WESTWARD DR
SHIRE
CT
WORTHINGTON
BENNETT RD
HEATHERIDGE
RD
S SHIELDS ST
UNIVERSITY AVE
EAST
DR
W LAKE ST
PROSPECT RD.
COLLEGE AVE. (U.S. 287)
CENTRE AVE.
CENTRE AVE.
UNIVERSITY AVE
W ELIZABETH ST
C0.00
COVER SHEET
C. Snowdon
B. Ruch
N.A.
AUGUST 2015 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Nick Haws, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Eric Smith, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
C0.01
GENERAL & CONSTRUCTION NOTES
C. Snowdon
B. Ruch
N.A.
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
5028
5028
X
X
X
X X X X
VAULT
ELEC VAULT
ELEC
VAULT
ELEC
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Y
D
VAULT
ELEC
VAULT
CABLE
GAS
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VAULT
CABLE
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CABLE
H2O
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S
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W
S
O
X
X X X X X X X
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VAULT
ELEC VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
X
X X X X X X X
X
X
X
X X
X X
X X
X X X X
X
OHE
OHE
OHE
OHE OHE
OHE
TRAFFIC
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VAULT
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VAULT
ELEC
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E
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E E
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E E
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E
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E E E E E E E E E E E E E
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CO
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E
E
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CO
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X X X
VAULT
ELEC VAULT
ELEC
VAULT
ELEC
H
Y
D
VAULT
CABLE
GAS
W
VAULT
CABLE
VAULT
ELEC
W
X X X
VAULT
CABLE
X X X X X X X
X
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X X
X X
X X
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OHE
5028
5028
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CO
5028
5028
X
X
X
X X X
VAULT
ELEC VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
GAS
VAULT
CABLE
VAULT
ELEC
X
X X X X X X X
X
X
X
X X
X X
X X
X X X X
X
OHE
OHE
OHE
OHE OHE
OHE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
E
E
E
E E
E
E E
E
E
E E
E
E
G
VAULT
CABLE
VAULT
ELEC
G G
G
G
VAULT
ELEC
ELEC
V.P.
X
X
VAULT
ELEC
C VAULT
ELEC
X
E
E
E
E
E E
X
X X X
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
WEST LAKE STREET
on1
2' SIDEWALK
CHASE
5028
5028
X X X
VAULT
ELEC VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
GAS
X X X X X X X
X
X
X
X X
X X
X X
X
OHE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
E
E
E E
G
G G
G
G
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
CO
G
G
UD
UD
UD
UD
CO
CO
CO
CO
CO
CO CO
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
WEST PROSPECT ROAD
(51' PUBLIC HALF ROW)
OWNER: DONALD R. &
LINDA R. WENZEL
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: RIDGE GATE
PARTNERS, LLC
acres
N1
0.59 0.165
0.74
acres
N2
0.81 0.377
1.00
acres
N3
0.73 0.444
0.92
acres
S1
0.66 0.100
0.82
acres
S2
0.74 0.211
0.92
acres
S3
0.76 0.122
0.94
acres
S4
0.48 0.051
0.59
acres
OS1
0.74 0.313
0.93
acres
OW1
0.34 0.370
0.43
acres
ON1
0.60 0.248
0.75
n2
n1
n3
ow1
os1
s1
s2
s3
s4
2' SOFT PAN
POND
OUTLET
STRUCTURE
NORTH DETENTION
POND
2' TRICKLE PAN
CURB CUT
2' CROSS PAN
MONITORING WELL
WITH SOLID GRATE
OVERFLOW BEYOND
WATER QUALITY
CAPTURE VOLUME
PERFORATED
UNDERDRAIN
BIORETENTION
SWALE
CURB CUTS
CURB CUTS
CURB CUTS
2' CROSS PAN
CURB CUT
CURB CUT
SOFT PAN SOFT PAN
STORM FES
COMBINATION
PAVER SYSTEM INLETS
PAVER SYSTEM
MONITORING
WELL
MONITORING
WELL
SOUTH
DETENTION
POND
POND OUTLET
STRUCTURE
CONCRETE
CHASE
SIDEWALK
CHASE
RIPRAP
(TYPICAL)
AREA
INLET
GRASS LINED
SWALE
2' SOFT PAN
STORM FES
C7.00
DRAINAGE EXHIBIT
C. Snowdon
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
MATCHLINE - SEE ABOVE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE - SEE BELOW
NOTES:
5013
PROPOSED CONTOUR 93
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED INFLOW VERTICAL
PROPOSED OVERLAND FLOW DIRECTION
CURB & GUTTER
EXISTING STORM SEWER LINE
PROPERTY BOUNDARY
EXISTING INLET GRATE
PROPOSED UNDERDRAIN UD
PROPOSED STORM DRAIN
PROPOSED RIBBON CURB
PROPOSED PERMEABLE PAVERS
acres
B1
0.69 1.79
0.86
f2
BASIN ACREAGE
DESIGN POINT
BASIN DELINEATION
MINOR RUNOFF COEFFICIENT
MAJOR RUNOFF COEFFICIENT
PROPOSED BASIN LINES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON
THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE
FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE FINAL DRAINAGE REPORT FOR OBSERVATORY PARK BY DMW CIVIL ENGINEERINGS, DATED AUGUST
27, 2007 FOR ADDITIONAL INFORMATION.
APPROXIMATE LIMITS OF DEVELOPMENT LOD
PROPOSED OUTFALL VERTICAL
CURB & GUTTER
PROPOSED BIO-SWALE
BENCHMARK/BASIS OF BEARING
{PROJECT DATUM: NAVD88
}
City of Fort Collins benchmark 28-92
Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit.
Elevation=5010.65
City of Fort Collins benchmark 29-92
Approximate 300 feet South of West Prospect Rd. and Shields St., on the North
end of the west bridge parapet wall.
Elevation=5025.67{
Basis of Bearings
Basis of Bearing is the South line of Lot 1, Observatory Park Subdivision as bearing
}N89°22'214"W.
LEGEND:
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
UD UD
UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
CO
G
G
UD
UD UD
UD
CO
CO
CO
CO
CO
CO CO
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/ / / / / / / / / / / / / / / / / / / / / / / /
WEST PROSPECT ROAD
(51' PUBLIC HALF ROW)
OWNER: DONALD R. &
LINDA R. WENZEL
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: RIDGE GATE
PARTNERS, LLC
SF SF
SF SF SF
SF SF
SF SF SF SF
SF
SF
SF
SF
SF SF SF
SF SF
SF SF SF
SF SF
SF SF SF SF SF SF SF
SF
SF
SF SF
SF SF SF SF
SF SF
SF SF SF SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
CWA
IP
RP
RS
SF
SF
SF SF SF
SF
SF SF SF SF SF
SF
IP
RP RW
RP
RP
DETENTION RP
POND
AREA INLET
PROPOSED
PERMEABLE PAVERS
PROPOSED
SOFT PAN
OUTLET STRUCTURE
SUMP CONNECTION
PROPOSED
STORM DRAIN
SOFT PAN
CURB CUT
CURB CUT
CURB CUT
CURB CUT
PROPOSED
STORM DRAIN
SF
SF SF
SF
SF
6" PERFORATED
UNDER DRAIN
6" PERFORATED
UNDER DRAIN
BIORETENTION
SWALE
6" PERFORATED
UNDER DRAIN
6" PERFORATED
UNDER DRAIN
IP
COMBINATION
INLET
VTC
RW RW RW
RS
RS
RW
RW
RW
RW RW
SF SF
SF
RS
RS
RS
RS
RS
SF
SF
SF
SF
SF
SF
SF
SF
PROPOSED
PERMEABLE PAVERS
OUTLET
STRUCTURE
RS
RS
ELEC
V.P.
X
X
VAULT
ELEC
C VAULT
ELEC
X
E
E
E
E
E E
X
X X X
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
WEST LAKE STREET
SF SF
SF SF
PROPOSED
SOFT PAN
RW
RS TEMPORARY
TYPE III BARRICADE
RS
SF
SF
C6.00
EROSION CONTROL PLAN
C. Snowdon
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
MATCHLINE - SEE ABOVE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE - SEE BELOW
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE
ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
(OR PERMIT HOLDER) TO ENSURE
EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES
OR SILT FENCING MAY BE NECESSARY
TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO
CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE
AND CONDITION (i.e.,
STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT
AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE
WAY. SAID FACILITIES MUST BE
SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT,
STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION,
IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS
APPROVED BY EROSION
CONTROL STAFF TO PREVENT EROSION.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
EROSION CONTROL NOTES:
BENCHMARK/BASIS OF BEARING
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
SILT FENCE SF
INLET PROTECTION IP
ROCK WATTLE PROTECTION RW
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2.TOTAL DISTURBED AREA = 1.989 ACRES
3.SWMP ADMINISTRATOR:
Contact________________________________
Company________________________________
Address________________________________
Phone________________________________
4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5.REFER TO THE SEE SEPARATE {TBD }FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Wattles, Rock Socks, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
{PROJECT DATUM: NAVD88
}
City of Fort Collins benchmark 28-92
Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit.
Elevation=5010.65
City of Fort Collins benchmark 29-92
Approximate 300 feet South of West Prospect Rd. and Shields St., on the North
end of the west bridge parapet wall.
Elevation=5025.67{
Basis of Bearings
Basis of Bearing is the South line of Lot 1, Observatory Park Subdivision as bearing
}N89°22'214"W.
LEGEND:
CO
CO
CO CO
WEST PROSPECT ROAD
(51' PUBLIC HALF ROW)
OWNER: DONALD R. &
LINDA R. WENZEL
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: RIDGE GATE
PARTNERS, LLC
EMERGENCY ACCESS, PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
EXISTING 30'
EMERGENCY ACCESS, PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
EXISTING 5' DRAINAGE
AND UTILITY EASEMENT
EXISTING 15' UTILITY
AND DRAINAGE EASEMENT
EXISTING 8' DRAINAGE AND UTILITY EASEMENT
EXISTING 6' CITY
OF FORT COLLINS
EASEMENT
EXISTI
NG 6'
CITY
OF
FORT
COLLI
NS
EASEME
NT
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD LOD
LOD LOD
LOD LOD LOD LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD LOD
LOD
LOD
LOD LOD LOD
LOD LOD
LOD
LOD LOD
LOD
LOD LOD LOD
LOD
LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD LOD LOD
FFE=30.17
(26.56)
(27.35)
25.46
27.67
28.15
(27.10)
(27.63)
(24.52)
(24.95)
27.63
27.48
27.14
26.11
26.22
26.38
26.58
25.63
25.94
26.00
26.49
26.12
26.18
26.26
26.24
25.94
25.93
26.00
26.06
26.14
26.12
25.82
25.98
26.10
26.14
26.26
26.41
26.29
26.57
26.87
26.93
27.02
26.96
27.21
27.28
27.26
27.19
26.45
27.85
27.80
27.74
27.78
27.72
28.04
27.37
27.11
27.02
27.04
27.04
27.30
27.23
27.86 27.87
27.86
27.86
27.52
27.75
27.73
27.58
27.52
27.52
27.89
28.13
28.28
27.70
28.18
28.72
28.09
28.00
28.32
27.54
27.28
27.22
27.22
27.28
27.54
28.04
27.84
27.69
27.40
27.08
26.92
27.00
27.15
27.40
27.25
27.60
25.94
24.79
25.58
25.80
22.48
25.80
22.86
25.80
23.13
23.26
25.80
26.56
25.87
23.21
25.80
23.14
26.48
23.03
25.83
25.34
25.80
25.80
25.21
26.96
24.18
26.81
25.29
24.82
(22.05)
26.81
25.12
25.50
28.06
26.99
25.99
25.71
28.62
28.54
27.92
27.92
26.77
26.79
26.95
28.00
28.50
28.60
28.33
28.14
27.99
23.23
27.24
26.80
26.02
25.69
25.49
22.96
22.75
22.71
25.64
26.03
26.23
25.94
28.43
28.80
29.93
27.92
28.37
28.40
28.00
24.90
(27.55)
(27.97)
N:124076.60
E:191088.12
N:124079.38
E:190825.58 N:123841.14
E:190823.07
N:123838.24
E:191085.48
28.10
29.00
29.21
27.62
28.89
DETENTION
POND
DETENTION
POND
AREA INLET
6" PERFORATED
UNDER DRAIN
6" PERFORATED
UNDER DRAIN
BIORETENTION
SWALE
COMBINATION
INLET
EXISTING DRAINAGE
EASEMENT
EXISTING
DRAINAGE
EASEMENT
PROPOSED
PERMEABLE PAVERS
PROPOSED
CURB CUT
PROPOSED
CURB CUT
PROPOSED
CURB CUT
PROPOSED
SOFT PAN
MONITORING
WELL
MONITORING
WELL
OUTLET STRUCTURE
INFLOW
CURB & GUTTER
OUTFALL
CURB & GUTTER
OUTFALL
CURB & GUTTER
OUTFALL
CURB & GUTTER
INFLOW
CURB & GUTTER
OUTFALL
CURB & GUTTER
OUTFALL
CURB & GUTTER
OUTFALL
CURB & GUTTER
SUMP CONNECTION
CLEANOUT
TRASH
ENCLOSURE
RAMP
RAMP RAMP
RAMP
INFLOW
CURB & GUTTER
INFLOW
CURB & GUTTER
MONITORING
WELL
2' BARRIER CURB
2' BARRIER CURB
2' BARRIER CURB
2' BARRIER CURB
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
EXISTING 30"
VERTICAL CURB
& GUTTER
PROPOSED
STORM DRAIN
2' BARRIER CURB
SOFT PAN
CURB CUT
2' CONCRETE PAN
CURB CUT
CURB CUT
CURB CUT
CURB CUT
2' CONCRETE PAN
2' CONCRETE PAN
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
TOP OF WALL
EL=5025.80
PROPOSED
RETAINING WALL
FENCE
FENCE &
LANDSCAPE WALL
PROPOSED
STORM DRAIN
FENCE
MONITORING
WELL
MONITORING
WELL
MONITORING
WELL
6" PERFORATED
UNDER DRAIN
TOP OF WALL
EL=5028.00
6" PERFORATED
UNDER DRAIN
LANDSCAPE
WALL
25.80
25.80
V.P.
X
X
C
X
X
X X X
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
WEST LAKE STREET
EXISTING 30'
EMERGENCY ACCESS,
PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
LOD
LOD
LOD
LOD
LOD LOD
(23.38)
(23.73)
(23.53)
PROPOSED
SOFT PAN
PROPOSED
2' SIDEWALK CHASE
TIE TO EXISTING
TIE TO EXISTING
EXISTING 31"
DRIVE-OVER
CURB & GUTTER
C4.00
GRADING PLAN
C. Snowdon
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
MATCHLINE - SEE ABOVE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
LEGEND:
5013
93
33.43
NOTES:
2.0%%%
(47.45)
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE
WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS,
LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND
OTHER SURVEY INFORMATION.
3.ALL PROJECT ELEVATIONS ARE ON THE VERTICAL DATUM NAVD
88. SEE COVER SHEET FOR BENCHMARK REFERENCES.{
4.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL
LOD
PROPOSED VERTICAL
CURB & GUTTER
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SWALE
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PEDESTRIAN ACCESS RAMPS
APPROXIMATE LIMITS OF DEVELOPMENT
PROPOSED PAVERS
SIDEWALK CHASE
FIELD SURVEY BY:
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
Northern Engineering Services, Inc
NE Project No. 902-003
Date: March 26, 2014
MATCHLINE - SEE BELOW
H2O
WW
W
C
S
W
W
S
O
X
X X X X X X X
X
X
X
X X
X X
X X
X X X X
X
OHE
OHE
OHE
OHE OHE
OHE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
E
E
E
E E
E
E E
E
E
E E
E
E
G
W
W
VAULT
CABLE
VAULT
ELEC
C
S
WV
WV
WV
WV
W
W
W
W W
G G
G
G
CTV
CTV
CTV
CTV
CTV
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
W W
W
W
W W W W
W
W W W
FO
FO FO
FO
FO FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
W
W
W
SS
S
SS SS SS SS SS SS
SS SS
SS SS SS SS SS SS
SS
SS
SS
SS
CO
SS
SS
SS
S
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
EXISTING 8"
DIP WATER
APPROXIMATE
LOCATION
EXISTING CABLE
EXISTING DRAINAGE
EASEMENT
EXISTING
CURB STOP
AND METER PIT
EXISTING
DRAINAGE
EASEMENT
EXISTING FH
WEST PROSPECT ROAD
(51' PUBLIC HALF ROW)
EXISTING 3"
RESIDENTIAL
METER VAULT
EXISTING
CURB STOP
AND METER PIT
EXISTING 6"
DIP FIRE LINE
EXISTING 8" DIP
WATER LINE
APPROXIMATE
LOCATION
LIMITS OF ASPHALT
REMOVAL AREA
AREA OF
ASPHALT &
CONCRETE
REMOVAL
OWNER: DONALD R. &
LINDA R. WENZEL
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: RIDGE GATE
PARTNERS, LLC
95.00 LF 6" DIP F.S.
37.71 LF 6" DIP F.S.
48.53 LF
3
4
" W.S.
13.00 LF
3
4" W.S.
49.80 LF
3
4
" W.S.
17.71 LF
3
4
" W.S.
2-3/4" WATER SERVICE
TO COMBINE IN BUILDING
FOR COMMERCIAL SERVICE.
SEE MECHANICAL
53.98 LF 3" W.S.
25.71 LF 3" W.S.
3" RESIDENTIAL
WATER SERVICE
6" DIP
FIRE SERVICE
EXMH A2
INV. IN=5021.59 (SW)
INV. OUT=5021.39 (N)
FG=5027.73
EX SANITARY SERVICE A4
INV. OUT=5024.15 (NE)
FG=5030.07
EXCO A3
EXISTNG 64.14 LF 8" PVC @ 2.00%
EXISTING
CABLE VAULT
EXISTING
FIBER OPTIC
EXISTING
GAS LINE
MARKER
EXISTING
WATER METER
MONITORING WELL B1
INV.=5023.54
FG=5027.00
MONITORING WELL B4
INV.=5025.83
FG=5028.41
MONITORING WELL B3
INV.=5024.63
FG=5027.13
PIPE END B
FG=5024.37
102.79 LF 12" PVC @ 0.20%
70.75 LF 6" PERF. PVC @ 0.50%
59.59 LF 6" PERF. PVC @ 2.00%
FES D
FG=5024.99
POND OUTLET D1
FG=5024.85
7.99 LF 12" RCP @ 0.50%
FES A5
FG=5025.46
INLET A2
INV.=5023.09
FG=5025.00
INLET A3
INV.=5025.08
FG=5028.11
INLET A4
INV.=5025.31
FG=5027.64
SUMP CONNECTION A1-2
INV.=5024.75
FG=5030.13
8"x4" TEE A1
INV. IN=5023.04 (W)
INV. IN=5023.04 (N)
INV. OUT=5023.04 (E)
FG=5025.69
PIPE END A
FG=5022.96
BASIN A1-1
INV.=5024.57
FG=5029.27
13.10 LF 12" RCP @ 0.60%
199.26 LF 12" RCP @ 1.00%
23.09 LF
12" RCP
@ 1.00%
16.56 LF 12" RCP @ 0.90%
10.29 LF 12" RCP @ 0.50%
76.74 LF 6" PVC @ 2.00%
9.16 LF 6" PVC @ 2.00%
PROPOSED
PERMEABLE PAVERS
PROPOSED
BIORETENTION SWALE
PROPOSED
CURB CUT
PROPOSED
CURB CUT
PROPOSED
CURB CUT
20.00 LF 6" PVC @ 2.00%
EXSTING SANITARY SERVICE A1
INV. OUT=5021.21 (W)
FG=5025.36
DETENTION
POND PROPOSED
TRANSFORMER
PROPOSED
ELEC. SERVICE
PROPOSED
ELEC. METER
PROPOSED
GAS METER
PROPOSED
GAS SERVICE
PROPOSED
SOFT PAN
N:124076.60
E:191088.12
N:124079.38
E:190825.58 N:123841.14
E:190823.07
N:123838.24
E:191085.48
DETENTION
POND
PROPOSED
CURB CUT PROPOSED
CURB CUT
PROPOSED
CURB CUT
EXISTNG 64.14 LF 8" PVC @ 2.00%
EXISTNG 53.31 LF 8" PVC @ 1.50%
EXISTNG 318.04 LF 8" PVC @ 1.50%
PROPOSED
SOFT PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
CURB CUT
PROPOSED
CURB CUT
MONITORING WELL B2-2
INV.=5024.44
FG=5026.47
108.00 LF 6" PERF. PVC @ 0.50%
MONITORING WELL B2-1
INV.=5023.90
FG=5025.93
21.00 LF 6" PVC @ 0.50%
MONITORING WELL B2
INV.=5023.90
FG=5026.36
147.49 LF 6" PERF. PVC @ 0.50%
3.66 LF 6" PERF. PVC @ 0.50%
MONITORING WELL A4-1
INV.=5025.33
FG=5027.72
81.61 LF 6" PERF. PVC @ 0.50%
MONITORING WELL A4-2
INV.=5025.74
FG=5028.42
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
EXISTING EMERGENCY ACCESS,
PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
EXISTING 30'
EMERGENCY ACCESS, PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
EXISTING 5' DRAINAGE AND UTILITY EASEMENT
EXISTING 15' UTILITY
AND DRAINAGE EASEMENT
EXISTING 8' DRAINAGE AND UTILITY EASEMENT
EXISTING 6' CITY
OF FORT COLLINS
EASEMENT
PROPOSED
SOFT PAN
PROPOSED UTILITY
EASEMENT
PROPOSED ACCESS
EASEMENT
E E
E E
ELEC
V.P.
X
X
S
VAULT
ELEC
C VAULT
ELEC
X
CTV
E
E
E
E
E E
CTV CTV
CTV CTV
CTV
CTV
X
X X X
SS SS
SS
SS
SS
S
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
EXISTING
ELECTRIC VAULT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
WEST LAKE STREET
EXMH A (DROP MH)
INV. IN=5015.82 (S)
INV. IN=5012.41 (W)
INV. OUT=5012.41 (E)
FG=5023.77
EXISTING
ELECTRIC VAULT
EXISTING
CABLE VAULT PROPOSED
ELEC. SERVICE
PROPOSED 2'
SIDEWALK CHASE
EXISTING 30'
EMERGENCY ACCESS,
PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF
FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
{7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
}
8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD
LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY
SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.
{
9.REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY
SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING
ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO
INSTALLATION OR ORDERING OF MATERIALS.
}
{10.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.}
11.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS,
DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE
OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.{
}
12.CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND
ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS.
13.CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION
SHUT-OFF VALVE AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT
AND SPRINKLER CONTRACTOR.
14.CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO
EXISTING LOT LINES
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
CTV
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED ELECTRIC TRANSFORMER
W
PROPOSED WATER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
EXISTING FIRE HYDRANT H Y
D
PROPOSED FENCE
PROPERTY BOUNDARY
PROPOSED ASPHALT PATCH
PROPOSED UNDERDRAIN
UD
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
C3.00
UTILITY PLAN
C. Snowdon
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
OWNER: DONALD R. &
LINDA R. WENZEL
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: RIDGE GATE
PARTNERS, LLC
EXISTING CONCRETE
SLAB FOUNDATION
EMERGENCY ACCESS,
PUBLIC ACCESS,
UTILITY AND
DRAINAGE EASEMENT
EXISTING 30'
EMERGENCY ACCESS, PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
EXISTING ASPHALT
PARKING LOT
EXISTING 5' DRAINAGE AND UTILITY EASEMENT
EXISTING 15' UTILITY
AND DRAINAGE EASEMENT
EXISTING 5' DRAINAGE AND UTILITY EASEMENT
EXISTING DRAINAGE
EASEMENT
EXISTING 8' DRAINAGE AND UTILITY EASEMENT
WEST PROSPECT ROAD
(51' PUBLIC HALF ROW)
EXISTING 30" VERTICAL
CURB & GUTTER
TIE TO EXISTING
N:123814.92
E:190825.29
TIE TO EXISTING
N:123814.19
E:190889.09
TIE TO EXISTING
N:123818.53
E:191082.27
8 COMPACT SPACES
15' @ 8' EACH
PROPOSED 1'
CURB CUT
PROPOSED 1'
CURB CUT
PROPOSED 1'
CURB CUT
15'
17'
6 SPACES @
17' EACH
15'
17' 14 SPACES
@ 9' EACH
PARKING
STRIPE (TYP.)
9 SPACES
@ 9' EACH
4 SPACES
@ 9' EACH
"HANDICAP
PARKING" SIGN
5'
17'
8.5'
17'
9 COMPACT SPACES
@ 8' EACH
9 COMPACT SPACES
@ 8' EACH
10 COMPACT SPACES
@ 8' EACH
17' 14 SPACES
@ 9' EACH
EXISTING
DRAINAGE
EASEMENT
PROPOSED
8' SIDEWALK
PROPOSED
10' SIDEWALK
16' EOP-EOP
PROPOSED
SOFT PAN
R35'
PROPOSED BREAKAWAY
BOLLARDS (TYP.)
30' -
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
TRASH
ENCLOSURE
24' -
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
18" VERTICAL
CURB & GUTTER
PROPOSED
PICNIC AREA
PROPOSED
LANDSCAPE WALL
PROPOSED
LANDSCAPE WALL
PROPOSED
LANDSCAPE WALL
6' SIDEWALK
R20'
R20'
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 4'
SIDEWALK
24'
24'
30'
24' -
PROPOSED
2' BARRIER CURB
28' PERMEABLE
PAVERS
22' PERMEABLE
PAVERS
PROPOSED RAMP
PROPOSED RAMP
PROPOSED
RAMP
PROPOSED
RAMP
N:123841.14
E:190823.07
N:124079.38
E:190825.58
N:123838.24
E:191085.48
N:124076.60
E:191088.12
12' -
12' -
PROPOSED
2' BARRIER CURB
PROPOSED
RETAINING WALL
PROPOSED
RETAINING WALL
PROPOSED
2' BARRIER CURB
PROPOSED
2' BARRIER CURB
PROPOSED
SOFT PAN
PROPOSED 1'
CURB CUT
PROPOSED 1'
CURB CUT
PROPOSED 2'
CURB CUT
PROPOSED 2'
CURB CUT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CURB CUT
PROPOSED
FENCE
PROPOSED
RETAINING WALL
PROPOSED FENCE &
LANDSCAPE WALL
PROPOSED
LANDSCAPE WALL
PROPOSED
FENCE
PROPOSED PUBLIC
ACCESS EASEMENT
BY SEPARATE DOCUMENT
(CROSS HATCHED)
UTILITY EASEMENT
BY SEPARATE
DOCUMENT
(CROSS HATCHED)
DRAINAGE EASEMENT
BY SEPARATE DOCUMENT
(CROSS HATCHED)
ELEC
V.P.
X
X
VAULT
ELEC
VAULT
ELEC
X
E
E
E
E
E E
X
X X X
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
EXISTING 30'
EMERGENCY ACCESS,
PUBLIC ACCESS,
UTILITY AND
DRAINAGE EASEMENT
EXISTING
31" DRIVE-OVER
CURB & GUTTER
WEST LAKE STREET
N:124341.27
E:191117.09
N:124346.19
E:191111.05
16' EOP-EOP
PROPOSED
PROPOSED 2' SOFT PAN
SIDEWALK CHASE
PROPOSED 31"
DRIVE-OVER
CURB & GUTTER
PROPOSED 4'
SIDEWALK
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
EXISTING LOT LINES
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED EASEMENT LINE
PROPERTY BOUNDARY
C2.00
PAVING PLAN
HORIZONTAL CONTROL & C. Snowdon
B. Ruch
1"=20'
EXISTING FENCE
X
PERMEABLE PAVERS
PUBLIC CONCRETE PAVING
PROPOSED FENCE
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT
SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION
MANUAL.
3.SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
4.REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC.
{5.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM
SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS.
WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTRACTOR SHALL
MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST
DESIGNATION.
}6.BASE BID PAVERS SHALL BE FILTRAPAVE BY BORGERT PRODUCTS IN THE 'AUTUMN BLEND'.
CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT
PRIOR TO PURCHASING.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
8.REFER TO LANDSCAPE, STRUCTURAL, AND ARCHITECTURAL PLANS FOR STEPS, CHEEK
WALLS, SEAT WALLS, RAILINGS, FENCE, ETC.
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
PRIVATE CONCRETE PAVING
PROPOSED EASEMENTS
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
PUBLIC ASPHALT PATCH
X
X X X
X X X
X
OHE
OHE
OHE
OHE OHE
OHE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
E
E
E
E E
E
E E
E
E
E E
E
E
G
W
W
VAULT
CABLE
VAULT
ELEC
C
S
WV
WV
WV
WV
W
W
W
W W
G G
G
G
CTV
CTV
CTV
CTV
CTV
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
W W
W
W
W W W W
W
W W W
FO
FO FO
FO
FO FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
W
W
W
SS
S
SS SS SS SS SS SS
SS SS
SS SS SS SS SS SS
SS
SS
SS
SS
CO
SS
SS
SS
S
EXISTING 30'
EMERGENCY ACCESS, PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
EXISTING 30'
EMERGENCY ACCESS, PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
EXISTING 5' DRAINAGE AND UTILITY EASEMENT
EXISTING 15' UTILITY
AND DRAINAGE EASEMENT
EXISTING 5' DRAINAGE AND UTILITY EASEMENT
1 1/2 STORY
STUCCO
HOUSE
1 STORY
STUCCO
GARAGE
1 STORY
STUCCO
GARAGE
EXISTING 8' DRAINAGE AND UTILITY EASEMENT
OWNER: DONALD R. &
LINDA R. WENZEL
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: RIDGE GATE
PARTNERS, LLC
WEST PROSPECT ROAD
(51' PUBLIC HALF ROW)
EXISTING 6' CITY
OF FORT COLLINS
EASEMENT
N:124076.60
E:191088.12
N:124079.38
E:190825.58
N:123841.14
E:190823.07
N:123838.24
E:191085.48
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING TREE
TO BE REMAIN
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING GRAVEL DRIVE
TO BE REMOVED
EXISTING CONCRETE
SLAB FOUNDATION
EXISTING ASPHALT
PARKING LOT
EXISTING EASEMENT
TO BE VACATED BY
SEPARATE DOCUMENT
(CROSS HATCHED)
EXISTING CHAIN-LINK FENCE
TO BE REMOVED
EXISTING CHAIN-LINK FENCE
TO BE REMOVED
EXISTING CHAIN-LINK FENCE
TO BE REMOVED
EXISTING 8" DIP WATER
APPROXIMATE LOCATION
EXISTING FIBER OPTIC
EXISTING CABLE
EXISTING CHAIN-LINK FENCE
TO BE REMOVED
EXISTING DRAINAGE
EASEMENT
EXISTING CONCRETE
LANDSCAPE WALL
TO BE REMOVED
EXISTING 3"x3" WOOD POST
TO BE REMOVED
EXISTING GAS
EXISTING 2" VERT. PVC
TO BE REMOVED
EXISTING CURB STOP
3/4" AND METER PIT
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING SHED
TO BE REMOVED IF NEEDED
EXISTING SHED
EXISTING SMALL TREES
AND SHRUBS
TO BE REMOVED
EXISTING DRAINAGE
EASEMENT
EXISTING GRAVEL DRIVE
± 32 LF EXISTING
VINYL FENCE
TO BE REMOVED
EXISTING 4'
SIDEWALK
TO BE REMOVED
EXISTING FH
EXISTING
ELECTRIC VAULT
TO BE RELOCATED
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 3"
RESIDENTIAL
METER VAULT
EXISTING CURB STOP
3/4" AND METER PIT
EXISTING 6"
DIP FIRE LINE
EXISTING 8" DIP WATER LINE
APPROXIMATE LOCATION
LIMITS OF ASPHALT
REMOVAL AREA
AREA OF
ASPHALT &
CONCRETE
REMOVAL
EXISTING CONCRETE
LANDSCAPE WALL
LIMITS OF CONCRETE
REMOVAL AREA
EXISTING 8"
SANITARY SEWER
EXISTING 6"
SANITARY SEWER
SERVICE TO BE VARIFIED
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER CLEANOUT
EXISTING 8"
SANITARY SEWER
EXISTING 8"
SANITARY SEWER
EXISTING TREE
TO BE REMOVED (TYP.)
± 10 LF EXISTING
TIMBER WALL
TO BE REMOVED
EXISTING
RETAINING WALL
TO BE REMOVED
EXISTING ABANDONED
WATER METER
PAVEMENT
REMOVAL AREA
PORTION OF
EXISTING EASEMENT
TO BE VACATED BY
SEPARATE DOCUMENT
(CROSS HATCHED)
EXISTING EASEMENT
TO BE VACATED BY
SEPARATE DOCUMENT
(CROSS HATCHED)
EXISTING
BUILDING
ELEC
V.P.
X
X
X
S
VAULT
ELEC
C VAULT
ELEC
X
CTV
E
E
E
E
E E
CTV CTV
CTV CTV
CTV
CTV
X
X X X
SS SS
SS
SS
SS
S
EXISTING 30'
EMERGENCY ACCESS,
PUBLIC ACCESS,
UTILITY AND DRAINAGE EASEMENT
OWNER: RIDGE GATE
PARTNERS, LLC
OWNER: COLORADO FARM
HOUSE ASSOCIATION
METES & BOUNDS TRACT
WEST LAKE STREET
EXISTING SMALL TREES
AND SHRUBS
TO BE REMOVED
EXISTING
VINYL FENCE
±28 LF EXISTING
VINYL FENCE
TO BE REMOVED
EXISTING
ELECTRIC VAULT
EXISTING SANITARY
SEWER MANHOLE
EXISTING
31" DRIVE-OVER
CURB & GUTTER
EXISTING
4' SIDEWALK
EXISTING 8"
SANITARY SEWER
PAVEMENT
REMOVAL AREA
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
C1.00
DEMOLITION PLAN
EXISTING CONDTIONS & C. Snowdon
B, Ruch
1"=10'
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE
SURVEY.
5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES
SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING
AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE
SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT
OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST
FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT
1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.}
6.REFER TO LANDSCAPE PLANS BY {RUSSELL+MILLS STUDIOS} FOR TREE PROTECTION
NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
{8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY
POTENTIAL CONFLICTS.}
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL MW
VAULT
ELEC
H Y
D
CONTROL
IRR
G
EXISTING LOT LINE
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT & GRAVEL REMOVAL
EXISTING TREES (TO REMAIN)
EXISTING TREES (TO BE REMOVED)
Northern Engineering Services, Inc
NE Project No. 902-003
Date: March 26, 2014
EXISTING ELEC/TV E/TV
W
{1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED.
2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES.
3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE.
4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY.
5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING
OF
PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT
OR STORAGE OF
EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER.
6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS."
7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
}{
8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS,
ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN
ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON
OR ROPE FROM
STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
11.ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE.
12.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF
PROTECTED
EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT
AS DESCRIBED
IN THE CHART BELOW.}
TREE PROTECTION NOTES:
TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
NORTH
APPROXIMATE SAWCUT LINE
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic 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 storm sewer 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 Observatory Park by DMW Civil Engineerings, dated August 27, 2007 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
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 Larimer County.
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 Larimer County's 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 (2) for the project as
well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins benchmark 28-92
Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit.
Elevation=5010.65
City of Fort Collins benchmark 29-92
Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the
west bridge parapet wall.
Elevation=5025.67
Basis of Bearings
Basis of Bearing is the South line of Lot 1, Observatory Park Subdivision as bearing N89°22'214"W.
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: N.A.
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. 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 Observatory Park by DMW Civil Engineerings, dated August 27, 2007 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.
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
NORTH 1"=2000'
SITE ENGINEER
SURVEYOR
PROJECT DATUM: NAVD88
City of Fort Collins benchmark 28-92
Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit.
Elevation=5010.65
City of Fort Collins benchmark 29-92
Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the
west bridge parapet wall.
Elevation=5025.67
Basis of Bearings
Basis of Bearing is the South line of Lot 1, Observatory Park Subdivision as bearing
N89°22'214"W.
Northern Engineering Services, Inc
NE Project No. 902-003
Date: March 26, 2014
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
COVER SHEET
GRADING PLAN
UTILITY PLAN
C4.00
C3.00
GENERAL & CONSTRUCTION NOTES
C0.00
C0.01
EXISTING CONDITIONS &
DEMOLITION PLAN
C1.00
PRELIMINARY UTILITY PLANS FOR
PART OF THE SOUTHWEST QUARTER SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
THE SLAB
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
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
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418
HORIZONTAL CONTROL &
PAVING PLAN
C2.00
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
08.05.15
PROJECT:
1033-002
Sheet
Of 8 Sheets
THE SLAB
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
08.05.15
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
Maxiiimo Development Group
706 S. College Ave., Suite 201
Fort Collins, CO 80524
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Russell+Mills Studios
141 South College Ave., Suite 104
Fort Collins, CO 80524
(970) 484-8855
russell mills
studios
+
C6.00 EROSION CONTROL PLAN
C7.00 DRAINAGE EXHIBIT