HomeMy WebLinkAboutWEST SIDE HOUSE - PDP/FDP - FDP160021 - PLANS - UTILITY PLANS (4)W. PLUM ST.
SHIELDS ST.
MULBERRY ST.
TAFT HILL RD.
ELIZABETH ST.
W. PROSPECT RD.
MOUNTAIN AVE.
PROJECT
SITE
DEVELOPER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
801 Shields, LLC
Kurt Hoeven
801 S. Shields Street.
Fort Collins, CO 80521
970-214-5224
JUNE 2016
SHEET INDEX
UTILITY PLANS FOR
LOT 1, TURNING POINT, LOCATED IN THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
WEST SIDE HOUSE
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
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
PLANNER/
LANDSCAPE ARCHITECT
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
*The underground utility locates provided by SiteWise, LLC 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.
VICINITY MAP
NORTH 1"=2000'
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
C001
GENERAL & CONSTRUCTION NOTES
A. Reese
A. Reese
NA
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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 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.
T S
G G G G
G G G G G G G
G G G G
G G
T T T T T T
T T T
T T T T T T T
T
FO FO
FO FO FO FO FO
FO FO FO
FO
T T
T
T T T T
T T T T T
T T T
FO FO FO FO FO
FO FO FO
G G
G
G G G
G G
CTV
CTV CTV
T T
T T T
W W
W
X X X
X X
X X X X
X X
X X
X X
G
CABLE
CT
VAULT
ELEC
ELEC
T
C
S
C
S
ELEC
ELEC
util
DS DS
LUTHERAN CAMPUS MINISTRY
805 S. SHIELDS STREET
FORT COLLINS, CO 80521
EXISTING
GAS METER
EXISTING 5' UTILITY
EASEMENT
EXISTING
FENCE
T S
G G G G
G G G G G G G
G G G G
G G
T T T T T T
T T T
T T T T T T T
T
FO FO
FO FO FO FO FO
FO FO FO
FO
T T
T
T T T T
T T T T T
T T T
FO FO FO FO FO
FO FO FO
G G
G
G G G
G G
CTV
CTV CTV
T T
T T T
W W
W
X X X
X X
X X X X
X X
X X
X X
G
CABLE
CT
VAULT
ELEC
ELEC
T
C
S
C
S
ELEC
ELEC
util
DS DS
EXISTING BUILDING
PLUM STREET
SHIELDS STREET
KING R BENJAMIN
1109 W. PLUM STREET
FORT COLLINS, CO 80521
EXISTING 5' UTILITY
EASEMENT
EXISTING 12'
T S
G G G G
G G G G G G G
G G G G
G G
T T T T T T
T T T
T T T T T T T
T
FO FO
FO FO FO FO FO
FO FO FO
FO
T T
T
T T T T
T T T T T
T T T
FO FO FO FO FO
FO FO FO
G G
G G G
G G
CTV
CTV CTV
T T
T T T
W W
W
X X X
X X
X X X X
X X
X X
X X
G
CABLE
CT
VAULT
ELEC
ELEC
T
C
S
C
S
ELEC
ELEC
util
DS DS
PLUM STREET
SHIELDS STREET
EXISTING 5' UTILITY
EASEMENT
EXISTING 12'
UTILITY
EASEMENT
EXISTING 3'
UTILITY
EASEMENT
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
W W W W
C
S
SHIELDS STREET
EXISTING ASPHALT
PARKING AREA
UD UD UD UD
31.37
BOW
31.37
BOW
31.37
BOW
31.37
BOW
(30.46)
4" PERFORATED PVC @ 0.2%
INV=30.51 EXISTING SIDEWALK CHASE
CLEANOUT
RIM=32.00
INV=30.51
CLEANOUT
RIM=32.00
INV=30.55
32.41
TOW
32.45
TOW
33.01
TOW
32.41
TOW
31.37
BOW
31.37
BOW/TOS
31.37
BOW/TOS
32.41
TOW
8" THICK CONCRETE
LANDSCAPING WALL
31.57
BOW
31.90
31.91
(31.49)
31.65
BOW
TOP OF WALL ELEVATION
TO MATCH BACK OF CURB
32.36
31.37
TOS
31.37
TOS
31.37
TOS
4" STEP DOWN
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
C400
CONSTRUCTION DETAILS
D. Weber
D. Weber
N/A
100
C400
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
C401
CONSTRUCTION DETAILS
D. Weber
D. Weber
N/A
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'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
UD
CTV
CTV CTV
X X X
X X
X X X X
X X
X X
X X
util
DS DS
NW
S
NW
0.07 ac
S
0.25 ac
NE
NE
0.07 ac
RAIN
GARDEN A RAIN GARDEN B
EXISTING
RAIN GARDEN
RAIN GARDEN C
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
C500
DRAINAGE EXHIBIT
D. Weber
D. Weber
1"=10'
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
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'sbelow.
Call before you dig.
R
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
NOTES:
1.REFER TO THE "DRAINAGE LETTER REPORT FOR WEST SIDE HOUSE PROJECT #970-001" DATED JUNE 24, 2016 BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.{
}
BASIN
DESIGNATION
BASIN
AREA (AC)
PROPOSED MODULAR BLOCK PAVERS
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
UD
PROPOSED UNDERDRAIN
A
0.67
DEVELOPED RUNOFF SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C10 C100
2-yr Tc
(min)
10-yr Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q10
(cfs)
Q100
(cfs)
NW NW 0.07 0.77 0.77 0.97 5.0 5.0 5.0 0.2 0.3 0.7
NE NE 0.07 0.51 0.51 0.64 5.5 5.5 5.1 0.1 0.2 0.5
S S 0.25 0.85 0.85 1.00 5.0 5.0 5.0 0.6 1.0 2.5 City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
On-Site LID Treatment
Project Area
Total Impervious Area 12,972 sf
Target Treatment Percentage 75%
Minimum Area to be Treated by LID measures 9,729.00 sf
Rain Garden Treatment
Run-on area for Rain Garden 10,987 sf
Total Treatment Area 10,987 sf
Percent Total Project Area Treated 84.7%
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
106
C401
BIORETENTION POND C UNDERDRAIN
WATER SURFACE
TOP OF WALL
EXISTING CONCRETE
SWALE
EXISTING SIDEWALK
EXTEND WALL
2' BELOW GRADE
10.25" THICK LAYER OF
BIORETENTION SAND MEDIA
UNDISTURBED SOIL
8" THICK CONCRETE
RETAINING WALL
4" PERFORATED
UNDERDRAIN
4" THICK LAYER CDOT No. 5 AGGREGATE
SURROUNDING PERFORATED PIPE
GEOMEMBRANE LINER /
CONCRETE CONNECTION DETAIL
NOT TO SCALE
108
C401
107
C401
UNDERDRAIN PENETRATION
NOT TO SCALE
109
C401
RAIN GARDEN MEDIA
NOT TO SCALE
MEDIA SECTION THICKNESS TABLE
RAIN
GARDEN A
RAIN
GARDEN B
RAIN
GARDEN C
SAND MEDIA 0'-9" 0'-9" 0'-10.25"
PEA GRAVEL 0'-6" 0'-6" 0'-0"
110
C401
NTS
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A.Bioretention Sand Media (BSM) shall be uniformly mixed,
uncompacted, free of stones, stumps, roots, or other similar objects
larger than two inches. No other materials or substances shall be
mixed or dumped within the bioretention area that may be harmful to
plant growth or prove a hindrance to the facility's function and
maintenance.
B.BSM shall be free of plant or seed material of non-native, invasive
species, or weeds.
C.Fully mixed BSM shall be tested prior to installation and meet the
following criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it
may be modified with lime (to raise) or iron sulfate plus sulfur (to
lower). The lime or iron sulfate must be mixed uniformly into the
BSM prior to use in the bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced
at the Contractor's expense.
D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of
piles will not be allowed. Mixing of the BSM to a homogeneous
consistency shall be done to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A.Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density
of 50-100 lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded
phone books, and shall be thoroughly and mechanically mixed to
prevent clumping.
C.Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per
USDA textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its
source, prior to including topsoil in the mix. Topsoil shall be free of
subsoil, debris, weeds, foreign matter, and any other material
deleterious to plant health.
5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content
between 25-55%.
6. Contractor shall certify that topsoil meets these specifications.
D.Leaf Compost
1. BSM shall consist of 10-20% leaf compost by volume.
2. Leaf compost shall consist of Class 1 organic leaf compost
consisting of aged leaf mulch resulting from biological degradation
and transformation of plant-derived materials under controlled
conditions designed to promote aerobic decomposition.
3. The material shall be well composted, free of viable weed seeds
and contain material of a generally humus nature capable of
sustaining growth of vegetation, with no materials toxic to plant
growth.
4. Compost shall be provided by a local US Composting Council Seal
of Testing Assurance (STA) member. A copy of the provider's
most recent independent STA test report shall be submitted to and
approved by the Owner prior to delivery of BSM to the project site.
5. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch
screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed
as percentage of germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per
million or 0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per
million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A
standard, 40 CFR 503.13, Tables 1 & 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40
CFR 503.32(a) levels
PART 3 - EXECUTION
A.General
1. Refer to project specifications for excavation requirements.
B.Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed
9-inches.
3. Compaction of BSM material is not required.
BIORETENTION SAND MEDIA SPECIFICATIONS
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
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.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
REVISION NO: 1
DATE: 03/01/02
HANDICAP PARKING REQUIREMENTS (AS PER "ADA")
STREET STANDARDS
URBAN AREA
LARIMER COUNTY
CONSTRUCTION DRAWINGS 1407
DRAWING
HANDICAP PARKING REQUIREMENTS
NOT TO SCALE
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'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
101
C400
SIDEWALK CHASE
NOT TO SCALE
3/8 IN. BRASS SCREW-18 IN. O.C.
W/ COUNTERSUNK HEAD FLUSH
W/ PLATE
5/8 IN.
GALVANIZED
PLATE
ANCHOR-18 IN. O.C.
NO. 3 REBAR
ANGLE
GALVANIZED 3x2x3/8 IN. 3 IN.
2 FT. 0 IN.
3 IN. 3 IN.
2:1 SLOPE
3 FT. 0 IN.
5 FT. 6 IN.
4 5/8 IN.
6 IN. MIN.
7 1/2 IN.
2:1 SLOPE
PLACE FIRST SCREW
SEE DETAIL "A" OF PLATE 6 IN. FRONT EDGE
10 FT. 0 IN.
RAISED PATTEREN NON-SKID GALV.
5/8 IN. X 2 FT. 6 IN. X 4 FT. 6 IN.
STEEL PLATE (AASHTO M-111)
SECTION A-A
1/2 IN. FLOWLINE (AS SHOWN ON PLANS)
6 IN.
2 FT. 0 IN.
4 FT. 6 IN.
SLOPE PLATE TO MATCH
SIDEWALK
6 IN. 4 FT. 0 IN.
6 IN.
FL
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/12/00 D-10
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK
DETAIL "A"
PLAN VIEW
A
A
B B
x x x
x x
x
x
x x
x x x
x x
x x x
x x
MIN. SECTION
SECTION B-B
12 IN.
2:1 SLOPE
2 FT. 0 IN.
4 FT. 0 IN.
AS NOTED
6 IN. MIN.
2:1 SLOPE
SECTION A-A
FLOWLINE (AS SHOWN ON PLANS)
6 IN.
SLOPE PLATE TO MATCH
DRIVEWAY
PLAN VIEW
A
B B
SECTION B-B
102
C400
DRIVEWAY CHASE
NOT TO SCALE
A
103
C400
18" CONCRETE CHANNEL
NOT TO SCALE
\A1;1.5'
\A1;0.5'
\A1;0.5'
\A1;1'
\A1;2.5'
\A1;0.5'
\A1;0.5'
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A
THICKNESS OF .080 ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE
BACKGROUND WITH A RED LEGEND. USE THE
STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO
DESIGNATE BEGIN AND END OF NO PARKING AREA.
4. DETAIL MODIFIED FROM LUCASS DETAIL 1418.
FIRE
LANE
NO
PARKING
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
12"
COLOR SCHEDULE
BACKGROUND
RED
WHITE
"NO PARKING", BORDER,
"ARROW", "FIRE LANE"
NOT TO SCALE
104
C400
FIRE LANE - NO PARKING SIGN
NOT TO SCALE
105
C400
CONCRETE LANDSCAPE WALL
\A1;8"
\A1;HEIGHT VARIES
31.91
TOW
4" STEP DOWN
31.91
TOW
100
100
C400
10.25" THICK LAYER OF
BIORETENTION SAND MEDIA
PROVIDE DRAINAGE
THROUGH LANDSCAPE WALL
TOE OF SLOPE
R6'
31.85
FG
31.44
FL
31.88
FG
31.37
FL
12" DRIVEWAY CHASE
(SLOPE FL @ 0.5%)
EXISTING ASPHALT
PARKING AREA
EXISTING 6' SIDEWALK
EXISTING CONCRETE
CURB
EXISTING 5.5'
C&G
EXISTING 5.75' SIDEWALK
EXISTING 18" VERT. C&G
CAST WALL AROUND
SUBDRAIN PENETRATION
RAIN GARDEN C
(SEE DETAILS,
SHEET C400
FOR MEDIA
SECTIONS)
G G G G G
G G G G G G G G G
T T T T T T T T T T T T T
FO FO FO FO
FO FO FO FO FO FO FO FO FO
T T T T T
T T T
T T T T T T
G G G G G G G G
G
CTV
CTV CTV CTV CTV CTV
DS
PLUM STREET
35.41
TOW
35.41
TOW
35.41
TOW
35.41
TOW
8" THICK CONCRETE
LANDSCAPING WALL
PVC GEOMEMBRANE LINER
33.29
33.27
BUILDING
FFE=5035.41
34.28
BOW
34.26
BOW
34.68
BOW
34.68
BOW
35.08
TOW
11.9%
5.7%
34.68
BOW
34.68
BOW
35.08
TOW
33.01
FG
33.39
FG
33.26
FG
33.01
FG
32.77
FL
32.67
FL
32.62
FL
32.57
FL
18" CONCRETE CHANNEL
(SEE DETAIL SHEET 400)
12" DRIVEWAY CHASE
(SLOPE FL @ 0.5%)
EXISTING TREE
EXISTING 30"
VERT. C&G
EXISTING CONCRETE
WALK
RAIN GARDEN A
(SEE DETAILS,
SHEET C400
FOR MEDIA
SECTIONS)
EXISTING WALK
2.1'
33.31
BOW
33.33
BOW
A A
CONTRACTOR TO VERIFY
EXISTING FLOWLINE ELEVATION
PRIOR TO CONSTRUCTION
CONTRACTOR TO VERIFY
EXISTING FLOWLINE ELEVATION
PRIOR TO CONSTRUCTION
SIDEWALK CHASE
(SLOPE FL @ 0.5%)
G G G G G G
G G G G G G
T T T T T T
T T T T T T
FO
FO FO FO FO FO FO FO FO FO
FO
T T T T T T T T T T T
DS
PLUM STREET
11.5%
35.41
TOW
35.41
TOW
35.41
TOW
35.41
TOW
8" THICK CONCRETE
LANDSCAPING WALL
PVC GEOMEMBRANE LINER
33.21
BOW
33.30
BOW
33.17
33.26
BUILDING
FFE=5035.41
34.32
BOW
34.32
BOW
34.68
BOW
34.68
BOW
35.08
TOW
34.68
BOW
34.68
BOW
35.08
TOW
18.5%
2.1'
PROPOSED BIKE RACK
(14.7%)
(7.8%)
EXISTING WALK
EXISTING 30"
VERT. C&G
EXISTING TREE
A A
RAIN GARDEN B
(SEE DETAILS,
SHEET C400
FOR MEDIA
SECTIONS)
EXTEND WALL 2'
BELOW GRADE
8" THICK CONCRETE
LANDSCAPE WALL
EXISTING GROUND
BOTTOM OF WALL
1" WEEP HOLES
@ 12" O.C. (TYP)
INV=33.43
4" DROP
1.37'
0.4'
TOP OF WALL
TOP OF WALL
TOP OF RAIN GARDEN
MEDIA SECTION
C301
GRADING & SUBDRAIN PLAN
DETAILED D. Weber
D. Weber
1"=10'
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'sbelow.
Call before you dig.
R
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED VERTICAL CURB & GUTTER
EXISTING WATER MAIN W
EXISTING SANITARY SEWER SS
PROPOSED STORM SEWER
EXISTING FIRE HYDRANT
H
Y
D
G
T
E
EXISTING STORM SEWER ST
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING LOT LINE
EASEMENT LINE
EXISTING RIGHT OF WAY
SCALE: 1"=4'
AREA 1 DETAIL
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
AREA 2 DETAIL AREA 3 DETAIL
SCALE: 1"=4'
SCALE: 1"=4'
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. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
3. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE AND ELECTRIC
LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD.
8. REFER TO LANDSCAPE PLAN FOR RAIN GARDEN PLANTING INFORMATION.
NOT TO SCALE
100
C301
SECTION A-A
LUTHERAN CAMPUS MINISTRY
805 S. SHIELDS STREET
FORT COLLINS, CO 80521
EXISTING ASPHALT
PARKING AREA
UD
KING R BENJAMIN
1109 W. PLUM STREET
FORT COLLINS, CO 80521
EXISTING
RAIN GARDEN
PROPOSED
DRIVEWAY CHASE
EXISTING
SIDEWALK CHASE
PROPOSED
RAIN GARDEN C
PROPOSED
SIDEWALK CHASE
PROPOSED
DRIVEWAY CHASE
20' ACCESS &
EMERGENCY ACCESS
EASEMENT
(REC #20150016852)
EXISTING 3.32'
UTILITY
EASEMENT
PROPOSED
RAIN GARDEN A
PROPOSED
RAIN GARDEN B
PROPOSED CONCRETE
CHANNEL
AREA 1 DETAIL
(SEE SHEET C301)
AREA 2 DETAIL
(SEE SHEET C301)
AREA 3 DETAIL
(SEE SHEET C301)
C300
GRADING PLAN
OVERALL D. Weber
D. Weber
1"=10'
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'sbelow.
Call before you dig.
R
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
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. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
3. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE AND ELECTRIC
LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED VERTICAL CURB & GUTTER
EXISTING WATER MAIN W
EXISTING SANITARY SEWER SS
PROPOSED STORM SEWER
EXISTING FIRE HYDRANT
H
Y
D
G
T
E
EXISTING STORM SEWER ST
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING LOT LINE
EASEMENT LINE
EXISTING RIGHT OF WAY
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
UTILITY
EASEMENT
EXISTING 3'
UTILITY
EASEMENT
LUTHERAN CAMPUS MINISTRY
805 S. SHIELDS STREET
FORT COLLINS, CO 80521
EXISTING ASPHALT
PARKING AREA
20' ACCESS &
EMERGENCY ACCESS
EASEMENT
(REC #20150016852)
PROPOSED
LANDSCAPING WALL
PROPOSED
SIDEWALK CHASE
PROPOSED
DRIVEWAY CHASE
EXISTING 3.32'
UTILITY
EASEMENT
19' (TYP)
7.5' (TYP)
8' 8' 9' (TYP)
19' (TYP)
TRASH ENCLOSURE
- SEE LANDSCAPE PLANS
PROPOSED STRIPING (TYP)
PROPOSED
LANDSCAPING WALL
PROPOSED
DRIVEWAY CHASE
5'
BIKE RACKS
(SEE LANDSCAPING PLANS)
BIKE RACKS
(SEE LANDSCAPING PLANS)
BIKE RACK
(SEE LANDSCAPING PLANS)
NO PARKING
FIRE LANE SIGNAGE
PROPOSED
RAIN GARDEN PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
2
1
3
18" CONCRETE
CHASE
C200
PAVING & STRIPING PLAN
D. Weber
D. Weber
1"=10'
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'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
LEGEND:
PROPERTY BOUNDRY
EASEMENTS
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT
SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS.
PROPOSED CURB & GUTTER
ASPHALT PAVING
EXISTING ROW
CONCRETE
PERMEABLE PAVERS
SITE SIGN LEGEND
1
LANE
FIRE
NO
PARKING
R8-31D
18"
12"
2
3
LANE
FIRE
NO
PARKING
R8-31L
18"
12"
LANE
FIRE
NO
PARKING
R8-31R
18"
12"
EXISTING
FENCE
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CONCRETE
PAN TO REMAIN
EXISTING ±6' SIDEWALK
EXISTING
CURB & GUTTER
EXISTING
CONCRETE PAD
TO REMAIN
EXISTING CONCRETE
PAD TO BE REMOVED
EXISTING
CURB
EXISTING 2" WATER SERVICE
EXISTING CURB STOP
KING R BENJAMIN
1109 W. PLUM STREET
FORT COLLINS, CO 80521
EXISTING 18" VERT.
CURB & GUTTER
EXISTING 5' UTILITY
EASEMENT
EXISTING 12'
UTILITY
EASEMENT
EXISTING 3'
UTILITY
EASEMENT
EXISTING CONCRETE
CURB SECTIONS
TO BE REMOVED
EXISTING 18" VERT.
CURB & GUTTER
EXISTING
ENTRANCE
EXISTING
ENTRANCE
EXISTING ATTACHED
SIDEWALK EXISTING 20'
CONCRETE DRIVEWAY
TREE GRATE (TYP) ATTACHED 10'
CONCRETE SIDEWALK
EXISTING
CONCRETE STEPS
EXISTING
LANDSCAPING WALL
EXISTING
ENTRY STAIRS
EXISTING
CONCRETE STEPS
EXISTING CONCRETE
SIDEWALK
20' ACCESS &
EMERGENCY ACCESS
EASEMENT
(REC #20150016852)
EXISTING 3.32'
UTILITY
EASEMENT
EXISTING BUILDING
PLUM STREET
SHIELDS STREET
EXISTING ASPHALT
PARKING AREA
EXISTING
BIORETENTION POND
EXISTING CONCRETE
CURB TO REMAIN
REMOVE EXISTING ASPHALT
OR CONCRETE AS NECESSARY
FOR INSTALLATION OF DRIVEWAY CHASE
REMOVE EXISTING CONCRETE
FOR INSTALLATION
OF SIDEWALK CHASE
PROTECT TREE DURING INSTALLATION
OF BIO-RETENTION POND
EXISTING TREE
TO REMAIN
REMOVE EXISTING ASPHALT
OR CONCRETE AS NECESSARY
FOR INSTALLATION OF DRIVEWAY CHASE
PROTECT TREE DURING INSTALLATION
OF SIDEWALK CHASE
CONTRACTOR TO GRIND OR REPLACE
SIDEWALK TO REMOVE CURB HEAD
ALONG SOUTH EDGE. RESULTING SLOPE NOT
TO EXCEED 12:1.
EXISTING CURB HEAD
TO BE REMOVED
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
C100
DEMOLITION PLAN
EXISTING CONDITIONS & D. Weber
D. Weber
1"=10'
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'sbelow.
Call before you dig.
R
NORTH
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
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. 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.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE
SURVEY.
6. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES.
8. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE AND ELECTRIC
LOWERING (OR RE-ROUTING) WITH THE RESPECTIVE UTLITY PROVIDER(S).
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL MW
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING LOT LINE
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
EXISTING TREES (TO REMAIN)
EXISTING TREES (TO BE REMOVED)
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 970-001
DATE: OCTOBER 28, 2013
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SAWCUT LINE
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
{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
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 "Drainage Letter Report for West Side House Project #970-001" dated June 24, 2016 by Northern Engineering 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 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 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 t he 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
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
BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND
SHIELDS ST., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 5025.74
BENCHMARK 20-97 AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND
CONSTITUTION AVE., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 5050.15
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.18'
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:
a. 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 "Drainage Letter Report for West Side House Project #970-001" dated June 24, 2016 by Northern Engineering 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 City of 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.
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
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:
Northern Engineering Services, Inc.
Project No. 970-001
Date: October 28, 2013
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
C000
C001
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
COVER SHEET
GENERAL & CONSTRUCTION NOTES
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 PAVING & STRIPING PLAN
C300 OVERALL GRADING PLAN
C400-C401 CONSTRUCTION DETAILS
C000
COVER SHEET
D. Weber
D. Weber
NA
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Jim Birdsall
TB Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
SITE ENGINEER
SURVEYOR
No. Revisions:
By: Date:
REVIEWED BY:
A. Reese
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 24, 2016
PROJECT:
970-001
Sheet
Of 9 Sheets
WEST SIDE HOUSE
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 010
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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
04/27/16
SUBSURFACE UTILITY LOCATES**
C500 DRAINAGE EXHIBIT
PROJECT DATUM: NAVD88
BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND
SHIELDS ST., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 5025.74
BENCHMARK 20-97 AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND
CONSTITUTION AVE., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 5050.15
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'
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-- Todd Vedder (970) 224-6152
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
C301 DETAILED GRADING & SUBDRAIN PLAN