HomeMy WebLinkAboutTERRA VIDA II APARTMENTS - PDP - PDP130028 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSZIEGLER ROAD
E. HARMONY ROAD
PRECISION DR.
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ROCK CREEK DR.
LADY MOON DR.
CINQUEFOIL LANE
(MINOR COLLECTOR 76' ROW)
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}-50' {}-{} 25' -{}
8' PARKING
11' TRAVEL
6' BIKE LN.
11' TRAVEL
6' BIKE LN.
8' PARKING
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
514-002
335-009
Sheet
MASTER
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NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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TERRA VIDA II APARTMENTS & OFFSITE
ROADWAY IMPROVEMENTS
SEPTEMBER 2013
PROJECT
ZIEGLER ROAD
E. HARMONY ROAD
PRECISION DR.
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ROCK CREEK DR.
LADY MOON DR.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
514-002
Sheet
Of 6 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C000
COVER SHEET
A. Reese
N. Whitcomb
N/A
H���� D����� G����
S���� A����
1501 W���� S����� S���� 1-C
D�����, C������� 80202
(303) 446-2368
M�������� T���� V��� II LLP
K�� K����
1400 16�� S�����, 6�� F����
D�����, C������� 80202
(303) 419-0744
CTL / THOMPSON, INC
S������ S�����, PE
351 L����� S�����, S���� 140
F��� C������, C������� 80524
(970) 206-9455
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
514-002
Sheet
Of 6 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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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
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.
S
WV
WV
WV
H
Y
D
D
S
WV
WV
D
S
WV
S V.V.P. P.
V.P.S V.P.
V.P.
X X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
V.P.S V.P.
W
S
E
E
E
VAULT
ELEC
E
E E
E E
E E
E
E E
E
E
E
VAULT
S
WV
WV
WV
H
Y
D
D
S
WV
WV
D
S
WV
S V.V.P. P.
V.P.S V.P.
V.P.
V.P.S V.P.
W
S
E
E
E
VAULT
ELEC
E
E E
E E
E E
E
E E
E
E
E
VAULT
ELEC
E E
E
G
G G
G
W W
W W W
W W W
12" W
WV
WV
12" W
12" W 12" W
T
T T T
T
WV
WV WV
W W W W W W W
W W
W
W
W W
W
D
D
G
G G
G
T
T T T
T
ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST
ST
ST ST ST
ST
�
�
GM
GM
GM
CO
HC
HC
VAN
HC
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
HC
GARAGE
G8
GARAGE
G9
GARAGE
G13
GARAGE
G15
GARAGE
G16
GARAGE
G12
GARAGE
G11
GARAGE G17
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
PRECISION DRIVE
(51' ROW)
GARAGE
G1
LADY MOON DRIVE
D
D
G
G G
G
T
T T T
T
ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST
ST
ST ST ST
ST
�
�
GM
GM
GM
HC
HC
VAN
HC
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
HC
GARAGE
G8
GARAGE
G9
GARAGE
G13
GARAGE
G15
GARAGE
G16
GARAGE
G12
GARAGE
G11
GARAGE G17
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(82' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
GARAGE
G1
ZIEGLER ROAD
E. HARMONY ROAD
PRECISION DR.
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ROCK CREEK DR.
LADY MOON DR.
CINQUEFOIL LANE
(MINOR COLLECTOR 76' ROW)
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}-50' {}-{} 25' -{}
8' PARKING
11' TRAVEL
6' BIKE LN.
11' TRAVEL
6' BIKE LN.
8' PARKING
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
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OFFSITE ROADWAY IMPROVEMENTS
CTL / THOMPSON, INC
S������ S�����, PE
351 L����� S�����, S���� 140
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
OFFSITE ROADWAY IMPROVEMENTS
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
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
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
S
S
WV
WV
WV
WV
WV
S S
S V.V.P. P. S
S
S
C.O. S
C.O.
D
D
S
D
12" W
12" W 12" W
12" SS
12" SS 12" SS
E E E
E/FO/CTV E/FO/CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV
G
G
G
G
G
G
G
G
G
G
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV E/CTV E/CTV
E/CTV
EXISTING 51'
R.O.W.
EXISTING 76'
R.O.W.
LE FEVER DRIVE
EXISTING 69'
R.O.W.
S
X
X
X
X
S
8" W
8" W 8" W 8" W 8" W
8" W
8" W 8" W
8" W 8" W
8" W 8" W 8" W 8" W
W
V
WV
12" W
12" W
T
T T
W
V
WV
WV
12" SS
12" SS
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12" SS
12" SS
12" SS
12" SS 12" SS 12" SS 12" SS 12" SS
8" SS
8" SS
18" SS
8" SS
8" SS 8" SS
8" SS
6" SS
12" W
8" W 8" W 8" W 8" W
8" SS
8" SS
8" SS
S S
S S
T
T
T
T
T
T
T T
T
T
S
S
C.O. S
C.O.
D
D
G
D
D
CINQUEFOIL LANE
PRECISION DRIVE
50' { -}
PROPOSED
76' R.O.W.
76' R.O.W.
LE FEVER DRIVE
Δ
∆
51' R.O.W.
TF
TF
HC
EXISTING 51'
R.O.W.
EXISTING 82'
R.O.W.
LE FEVER DRIVE
BANNER HEALTH
MEDICAL CAMPUS
EXISTING
69' R.O.W.
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
CINQUEFOIL LANE
(MINOR COLLECTOR 76' ROW)
76' ROW
CINQUEFOIL LANE
PRECISION DRIVE
50' { -}
76' R.O.W.
LE FEVER DRIVE
Δ
51' R.O.W.
TF
TF
HC
1
1
1
1
1
1
1
1
11'
8'
11'
6'
8'
2
2
6'
PRECISION DRIVE
PROPOSED
76' R.O.W.
76' R.O.W.
LE FEVER DRIVE
51' R.O.W.
EXISTING 51'
R.O.W.
EXISTING 82'
R.O.W.
LE FEVER DRIVE
EXISTING
69' R.O.W.
SEE UTILITY PLANS FOR
TERRA VIDA II APARTMENTS
FOR ON-SITE INFORMATION
BLDG 4
BLDG 8
EXISTING
69' R.O.W.
51' R.O.W.
CINQUEFOIL LANE
(MINOR COLLECTOR 76' ROW)
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
8' PARKING
11' TRAVEL
6' BIKE LN.
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
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OFFSITE ROADWAY IMPROVEMENTS
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
C400
DETAILS
J. Prelog
J. Prelog
N/A
NOT TO SCALE
1 WATER MAIN BEDDING REQUIREMENTS 2 STANDARD CONCRETE THRUST BLOCKS 3 FIRE HYDRANT INSTALLATION WATER MAIN LOWERING
7 TYPICAL WATER SERVICE
CROSS SECTION
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
SERVICE WYE
8 IN. PVC SEWER PIPE
PLAN VIEW
45 MAX.
4 IN. X 4 IN. MARKER POST
AIR-TIGHT PLUG
45 ELBOW
PVC SEWER PIPE
GRANULAR MATERIAL CONFORMING TO CDDH #67
AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER POST
GRANULAR MATERIAL
CONFORMING TO
CDDH #67
4" TYP
TRENCH
PVC SEWER PIPE
SCALE: NTS
TYPICAL SANITARY SEWER SERVICE CONNECTION
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
12-15-2010
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
OFFSITE ROADWAY IMPROVEMENTS
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
OFFSITE ROADWAY IMPROVEMENTS
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
C402
DETAILS
J. Prelog
J. Prelog
N/A
1 CHANNELING DETAILS FOR MANHOLES
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
NOT TO SCALE
1
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45� from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN
MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON
WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE
BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON
WASHERS (NYLON WASHER AGAINST SIGN FACE) AND
SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF
POST. L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH NYLON
WASHERS
* 12 Gauge
30" 8" 8"
SIGN POST
Double Lines
Normal Width Line
4" White
4" Yellow
4" Space
4" White
Preferential lane symbol
(6' X 4') for designated
bikeways. White pavement
marking placed 65' (min) from
the projected flowline and
Projected Flowline (FL)
NO CROSSPAN
Continental bars (9' X 1.5'):
NO CROSSPAN OR EXISTING CROSSPAN
White Stop Bar (1.5' X Length)
30' Gaps
3:1 Ratio
10' Segments
4" White
Broken Line
STANDARD
NO STOP BAR SPECIFIED
STOP BAR SPECIFIED
STOP BAR SPECIFIED
EXISTING CROSSPAN
Crosspan exits (no stop bar) -- shall
No crosspan -- shall be positioned
along projected flowline.
match the edge of the pan.
Crosspan exits (stop bar specified) --
shall be positioned along projected
flowline overlapping 4' of crosspan.
1
2
3
CROSSWALK MARKINGS
FL to stop bar
14.5' Projected
14.5' Stop
Bar to FL
13'
9'
1.5'
6' Crosspan
4'
4'
4'
NOTES:
Continental crosswalk bars shall be placed centered on each
lane line & in the center of each lane. (Lanes 5' wide or less
shall not receive a bar centered in the lane.) Both outside
Continental bars shall be centered on the curb & gutter when
possible.
If 6' crosspan exists, bars to match
pan edge to 13' from projected FL.
Exception: The downstream bike lane line shall terminate at
the curb return.
NOTE:
All longitudinal (lane) striping shall terminate at the continental
crosswalk bars when no stop bar exists. If a stop bar is
specified, the striping shall terminate at the stop bar.
REVISION NO: 1
DATE: 03/01/02
STREET STANDARDS STANDARD CONSTRUCTION DRAWINGS PAVEMENT MARKINGS
URBAN AREA
LARIMER COUNTY DRAWING
1403
65' (min)
centered on bike lane.
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
OFFSITE ROADWAY IMPROVEMENTS
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
C403
DETAILS
J. Prelog
J. Prelog
N/A
F
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
L
or
FL
FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
NOT TO SCALE
6 TRUNCATED DOMES
NOT TO SCALE
5 PEDESTRIAN RAMP DETAIL
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES
FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE
CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A
MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON"
PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope (max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
NOT TO SCALE
4 SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
3 STANDARD SIDEWALK
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
�
�
2. For driveway design requirements, see�����. ���. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
NOT TO SCALE
7 TRENCH DETAIL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
NOT TO SCALE
2 STANDARD PAVEMENT MARKINGS
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD CONCRETE NOTES
2/22/05 D-41
TDC
NOT TO SCALE
3 STANDARD CONCRETE NOTES
NOT TO SCALE
2 SINGLE COMBINATION INLET
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 3'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 560 LBS
1.
NOTES:
%ISOMETRIC VIEW
PLAN VIEW
N.T.S.
4'6"
6"
2' 6"
N.T.S.
6"
5'-8" MAX
3'-0" MIN
4 TON P52 SL M.(NUMBER A. STEPS REQ'D @12" VARIES O.C.
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
6"
N.T.S.
SECTION B-B
3' 6"
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
DESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
LIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
N.T.S.
N.T.S.
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
3'
GRATING (SEE DETAIL,
THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
DIRECTION SECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
OPEN AREA: 260 SQ. IN.
3'-7"
CURB ADJUSTS 4" 2'-7"
6"
3 1/4" TO 9"
ANCHORS
DATE DRAWN: 3/3/05
D43.dwg
DRAWN BY: T. COX
SINGLE CURB INLET
CAD FILE NAME:
DETAIL
D-43
STORMWATER CONSTRUCTION DETAILS
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
NOT TO SCALE
4 CURB AND GUTTER
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
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
C401
DETAILS
J. Prelog
J. Prelog
N/A
NOT TO SCALE
1 PVC WATER MAIN TRACER WIRE DETAIL
NOT TO SCALE
2 VALVE ASSEMBLY BOX
������
������
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
AND IN TAMP 3" LAYERS
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
NOT TO SCALE
4 STORMWATER BEDDING REQUIREMENTS 5 STANDARD MANHOLE
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
12 IN. MIN.
12 IN. MIN.
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
NOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
12 IN. MIN.
1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
PIPE O.D. + 8 IN.
1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
PIPE O.D.
12 IN. MIN.
OR 6 IN. MIN.
1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
PIPE O.D.
12 IN. MIN.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
PIPE O.D.
1/OR 8 4 PIPE IN. MIN. O.D.
PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD MANHOLE
11/7/00 D-3
NBJ
MANHOLE SHALL BE AS FOLLOWS:
NOTE: MINIMUM INSIDE DIAMETER OF
27 IN. TO 42 IN. (INCL.)
24 IN. OR LESS
VARIABLE
ALTERNATE BASE
8 IN. MIN.
6 IN.
1 SLOPE IN./FT. RECAST MANHOLE
BASE
OVER 42 IN.
PIPE SIZE
2 IN. MIN. POURED INVERT
8 IN. MIN.
1 FT.
1 IN./FT.
SLOPE
2 IN.
18 IN. MAX
48 IN. MAX. DEPTH
30 IN. MIN. DEPTH
5 FT. MIN. DEPTH
RUNGS 12" O.C.
MANHOLE
8 IN. SEE NOTE
24 IN.
24 IN. RING AND COVER - 400 LB.
OR APPROVED EQUAL
DENVER HEAVY BY MACLEAR
FINISHED GRADE
16 IN. MAX
28 IN. MAX
48 IN.
72 60 IN. IN.
DIAMETER
MIN. MANHOLE
POURED CONCRETE
INSIDE AND OUT
GROUT BASE TO CONE
BASE
MANHOLE SECTIONS
ASTM C-478
INSIDE AND OUT
GROUT SHIPLAP JOINT
ECCENTRIC CONE
ASTM C-478
GROUTED INSIDE AND OUT
ADJUSTMENT SHIM
BRICK &/OR CONCRETE
NOT TO SCALE
3 TYPICAL SANITARY SEWER SERVICE CONNECTION
NOT TO SCALE
4
NOT TO SCALE
5 WATER MAIN LOWERING GRAVITY BLOCKS
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
NOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2 45 90
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
TEE
TYPICAL BEND
TYPICAL CROSS-SECTION
DEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
NOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
past the meter pit.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
RETAINER GLANDS
INSTALL MEG-A-LUG
SEE DETAIL 2 FOR THRUST BLOCK SIZING.
AS APPLICABLE.
SECTION 02615-2.6A OR SECTION 02622-2.2A
ALL D.I.P. AND FITTINGS SHALL BE WRAPPED
ALL FITTINGS AND JOINTS IN LOWERING AREA
SEE DETAIL 4B FOR GRAVITY BLOCK SIZING.
WITH POLYETHYLENE ENCASEMENT.
TO BE RESTRAINED IN ACCORDANCE WITH
GENERAL NOTES:
4.
3.
2.
1.
49"-66"
>66"
25"-48"
4"-24"
D
UTILITY BEING CROSSED
THRUST BLOCK (TYP.)
GRAVITY
ANCHOR (TYP.)
SEE DETAIL 4B
SEE DETAIL 2 L (ft)
(Typ)
18 IN.
MIN.
D L (ft)
STREET GRADE
7'
10'
5'
3'
L(ft)
WATER MAIN
PROPOSED
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
4A
4/11/11
WATER MAIN
SIZE (INCHES)
BENDS
45 22 1/2
6
8
10
TRENCH BOTTOM
REINFORCING BAR
(SEE TABLE)
16 14
12
4
CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME
(FT. 3 ) (FT. 3 )
15.9
35.3
62.4
8.6
19.1
33.8
4.4
9.7
17.2
95.4
136.4
184.7
51.6
73.8
100.0
26.3
37.6
51.0
240.9 130.4 66.5
LESS THAN
60CF
90CF
200CF
133CF
400CF
600CF
NO. OF BARS & SIZE
2
2
2
2
2
3
1/2 IN.
5/8 IN.
3/4 IN.
BAR SIZES FOR 150 P.S.I.
RESTRAIN ALL FITTINGS AND JOINTS.
VOLUMES SHOWN IN TABLE ARE BASED
ON 150 P.S.I. INTERNAL STATIC PRESSURE.
VALUES FOR ANY PRESSURE MAY BE
OBTAINED BY MULTIPLYING TABULATED
VALUES BY A CORRECTION FACTOR "F".
"F" =
(REQUIRED FOR VERTICAL BEND GRAVITY
ANCHORS FOR 150 P.S.I. PRESSURE).
NOTE:
ACTUAL PRESSURE
150
GRAVITY ANCHOR DETAIL
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
GRAVITY BLOCKS
4B
4/11/11
1
2 3
4
T (ft)
WATERLINE LOWERING ELEVATIONS
CROSSING 1 2 3 4 5 D T
EXISTING 36" STORM X X X X X X X X
5
NOT TO SCALE
6 STEEL CASING
PVC INSTALLATION - SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT.
STANDARD INSTALLATION - SPACER SHALL NOT BE PLACED MORE THAN 2 FT. FROM END OF CASING.
WITH CASING SPACERS
CARRIER PIPE SUPPORTED
CASING SPACERS
CARRIER PIPE
BELL OF PIPE
CASING DIAMETER AND THICKNESS TO BE NOTED ON ENGINEERING PLANS.
(REF. SECTION 02224)
CASING SPACERS SHALL BE STAINLESS STEEL W/POLYMER RUNNER.
4.
3.
2.
NOTES
1.
6 FT. SPACING FOR PVC
ON LESS THAN 48 IN. DIA.
10 FT. SPACING
CASING SEAL SIDE VIEW
END VIEW
STEEL CASING
1 IN. MAX.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STEEL CASING
7
4/8/11
STEEL CASING
(MIN. {}" THICK)
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
4896
4900
4904
4908
4896
4900
4904
4908
-40 -20 0 20 40
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING PROPOSED
EXISTING PROPOSED
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING
PROPOSED
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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OFFSITE ROADWAY IMPROVEMENTS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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C302
CROSS SECTIONS
CINQUEFOIL LANE J. Prelog
J. Prelog
1"=20'
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D���
D���
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T������ E�������
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
W���� & W��������� U������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
11' TRAVEL
6' BIKE LN.
8' PARKING
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
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OFFSITE ROADWAY IMPROVEMENTS
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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
K��� ����'� �����.
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LEGEND:
SIGNAGE NOTES:
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 2.5' VERTICAL
CURB & GUTTER SECTION
PROPOSED SWALE
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
PROPOSED PAVEMENT SECTION
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SAWCUT LINE
C301
STRIPING PLAN
CINQUEFOIL LANE J. Prelog
J. Prelog
1"=30'
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
1
2
3 PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP
BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS
AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF.
LCUASS SECTION 22.6.2)
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO
COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY
PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND
SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR
TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR
PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS
ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND
SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS
SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND
FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL
SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS
ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD
INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY
PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE
AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.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
RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR
STRIPING IF THE CITY OF FORT COLLINS 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).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN
STRIPING LEGEND:
{PAVEMENT STRIPING}
C��� E������� D���
D���
D���
D���
D���
S��������� U������
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T������ E�������
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
W���� & W��������� U������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
8' PARKING
11' TRAVEL
6' BIKE LN.
11' TRAVEL
6' BIKE LN.
8' PARKING
LE FEVER DRIVE
PRECISION DRIVE
LE FEVER DRIVE
(SIDEWALK IMPROVEMENT)
PRECISION DRIVE
(SIDEWALK IMPROVEMENT)
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
OFFSITE ROADWAY IMPROVEMENTS
LEFT FLOWLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
CINQUEFOIL LANE
CENTERLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
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
K��� ����'� �����.
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LEGEND:
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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN
AND RECOMMENDATIONS.
{3.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY
SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR
TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.}
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED
GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
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.
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 2.5' VERTICAL
CURB & GUTTER SECTION
PROPOSED SWALE
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
PROPOSED HEAVY DUTY PAVEMENT SECTION
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SAWCUT LINE
C300
PLAN AND PROFILE
CINQUEFOIL LANE J. Prelog
J. Prelog
1"=50'
C��� E������� D���
D���
D���
D���
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P���� & R���������
T������ E�������
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
W���� & W��������� U������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
LE FEVER DRIVE ENTRANCE
PRECISION DRIVE ENTRANCE
SCALE 1"=20'
SCALE 1"=20'
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
G G
G
G G G
G
G
E
E
GAS
8" SS 8" SS 8" SS 8" SS
TF
TF
HC
F
S
S
F
W
W
FDC
FDC
12" W
12" W
12" W
12" SS 12" SS
E
E
E
E/FO/CTV
CTV CTV
CTV
CTV CTV
CTV
CTV CTV CTV
G
G
G
G
G
E/CTV
E/CTV
E/CTV E/CTV E/CTV
E/CTV
STMH-1
INLET 1B
INLET 1A
STMH-2
EXISTING 51'
R.O.W.
EXISTING 76'
R.O.W.
EXISTING 82'
R.O.W.
EXISTING 51'
R.O.W.
EXISTING 51'
R.O.W.
PROPOSED 76'
R.O.W.
EXISTING 69'
R.O.W.
PROPOSED 3.5'
R.O.W. BY
SEPARATE DOCUMENT
PROPOSED 3.5'
R.O.W. BY
SEPARATE DOCUMENT
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
8" W
9' UTILITY EASEMENT
CINQUEFOIL LANE
LE FEVER DRIVE
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE PRECISION DRIVE
BANNER HEALTH
MEDICAL CAMPUS
SEE UTILITY PLANS FOR
TERRA VIDA II APARTMENTS
FOR ON-SITE INFORMATION
BLDG 4
BLDG 8
8" W
8" W
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
S
8" W
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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OFFSITE ROADWAY IMPROVEMENTS
C200
UTILITY PLAN
J. Prelog
J. Prelog
1"=30'
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
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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 CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT (SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.ALL SEWER CLEANOUTS LOCATED IN PAVED AREAS SHALL BE TRAFFIC RATED.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
10.SEE UTILITY PLANS FOR TERRA VIDA II APARMENTS BY NORTHERN ENGINEERING
FOR CONTINUATION OF IMPROVEMENTS.
{
}
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.
LEGEND:
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TREES
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
H
Y
D
EXISTING TELEPHONE T
EXISTING GAS G
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
SAWCUT LINE
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
EXISTING ELECTRIC VAULT T
PRECISION DRIVE ENTRANCE
SCALE 1"=20'
EXISTING 51'
R.O.W.
CINQUEFOIL LANE
EXISTING 82'
R.O.W.
EXISTING 20'
UTILITY EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
R. Provencio
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
335-009
Sheet
Of 11 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
OFFSITE ROADWAY IMPROVEMENTS
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
C100
& DEMOLITION PLAN
EXISTING CONDITIONS J. Prelog
J. Prelog
1"=30'
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
E
FO
EXISTING STORM SEWER
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES
AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST
JOINT.
3.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE
NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING,
BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
4.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.
5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
SAWCUT LINE
EXISTING GAS G
REMOVE EXISTING ASPHALT PAVEMENT
EXISTING RIGHT-OF-WAY
EXISTING TELEPHONE T
CTL THOMPSON, INC.
Geotechnical Investigation Presidio Apartments
Project #: FC06257-115
Date: August 21, 2013
Northern Engineering Services, Inc.
Project No. 335-009
Date: July 26, 2013
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 (Preliminary Drainage Letter Report for Terra Vida II Apartments dated September 4, 2013)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 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:
City of Fort Collins Benchmark7-01
North side of Harmony Road on an Irrigation structure approx 100 FT. West of the West Curb Line of the East Entrance to H.P.
ELEV= 4911.33
City of Fort Collins Benchmark7-07
0.5 Miles South of Harmony Rd. and Strauss Cabin Rd., On the West side of Strauss Cabin Rd., On the Northwest wingwall of the bridge over an
irrigation canal on a Larimer County cap.
ELEV= 4975.97
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 priorto 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.
16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Terra Vida II Apartments.
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 (Preliminary Drainage Letter Report for Terra Vida II Apartments dated September 4, 2013)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 construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. All sanitary sewer
construction shall conform to the South Fort Collins Sanitation District 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.
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
C001
CONSTRUCTION NOTES
GENERAL & J. Prelog
J. Prelog
N/A
F��� C������, C������� 80524
(970) 206-9455
M��� D�����, PE
D����� A���������
2272 G��� H���� D����
L�������, C������� 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING
SEPTEMBER 2013
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1500'
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
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:
Northern Engineering Services, Inc.
Project No. 335-009
Date: July 26, 2013
ORIGINAL FIELD SURVEY BY:
CONTACT INFORMATION
PROJECT TEAM:
N������� E���������� S�������, I��.
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
(970) 221-4158
N������� E���������� S�������, I��.
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
(970) 221-4158
CONTACT INFORMATION
PROJECT TEAM:
I���� E����������, I��.
L�� K�����
140 P����� D����
F��� C������, C������� 80525
(970) 226-6819
SHEET INDEX
C000
C001
C100
C400-C403
C200
C300
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
CTL THOMPSON, INC.
Geotechnical Investigation Presidio Apartments
Project #: FC06257-115
Date: August 21, 2013
SUBSURFACE EXPLORATION BY:
COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
UTILITY PLAN
CINQUEFOIL LANE ROADWAY PLAN AND PROFILE
DETAILS
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
TERRA VIDA II APARTMENTS OFFSITE ROADWAY IMPROVEMENTS
UTILITY PLANS FOR
OWNER/DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
TRAFFIC ENGINEER
GEOTECH
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.
BENCHMARK:
City of Fort Collins 7-01 - north side of Harmony Road on an irrigation structure approx. 100 ft.
west of the west curb line of the east entrance to HP, elevation 4911.33
City of Fort Collins 7-07 - 0.5 Miles south of Harmony Road. and Strauss Cabin Road, on the
west side of Strauss Cabin Road, on the northwest wingwall of the bridge over an irrigation
canal on a Larimer County cap. Elevation 4875.97
Basis of Bearings
Basis of Bearings is the North line of the Northeast Quarter of said Section 4 as bearing South
89�29'07" East (assumed bearing).
PROJECT BENCHMARKS:
GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----Doug Martine (970) 224-6152
CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503
WATER------------ City of Fort Collins Utilities--------------Roger Buffington (970) 221-6854
WASTEWATER--South Fort Collins Sanitation District-Terry Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 221-6700
FIBER OPTICS- Level III---------------------------------------Rick Miller (720) 888-7568
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates provided by SiteWise, 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.
C302 CINQUEFOIL LANE CROSS SECTIONS
C301 CINQUEFOIL LANE ROADWAY STRIPING
C000
COVER SHEET
J. Prelog
J.Prelog
N/A
BLDG 1
BLDG 2
BLDG 3
BLDG 4
BLDG 8
BLDG 7
BLDG 10
(4 LIVE/WORK
UNITS)
BLDG 9
BLDG 5
BLDG 6
GARAGE G14
GARAGE G10
3
5.67 ac
1
3.88 ac
2
0.60 ac
1
3
2
4.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
514-002
Sheet
Of 6 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
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������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C400
DRAINAGE EXHIBIT
A. Cvar
N. Whitcomb
1"=40'
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
1
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
PROJECT BENCHMARK
BENCHMARK #1:
City of Fort Collins Benchmark 7-01
Elevation = 4911.33
BENCHMARK #2:
City of Fort Collins Benchmark 7-07
Elevation = 4975.97
NOTES:
1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR TERRA VIDA II APARTMENTS" BY NORTHERN
ENGINEERING, DATED {SEPTEMBER 4, 2013} FOR ADDITIONAL INFORMATION.{
}
BASIN
DESIGNATION
BASIN
AREA (AC)
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED UNDERDRAIN UD
1
X.XXX
(84' ROW)
CINQUEFOIL LANE
(82' ROW)
BLDG 1
FFE=8.53
BLDG 2
FFE=8.13
BLDG 3
FFE=6.67
BLDG 4
FFE=6.35
BLDG 5
FFE=8.00
BLDG 6
FFE=6.55
BLDG 7
FFE=5.25
BLDG 8
FFE=5.21
CLUBHOUSE &
COMMUNITY CENTER
FFE=6.71
POOL DECK
FFE=6.61
BLDG 9
FFE=6.76
BLDG 10
FFE=4.86
GARAGE G2
FFE=7.52
FFE=
7.71
FFE=
8.24
GARAGE G3
FFE=7.52
FFE=6.52
GARAGE G4
FFE=7.66
GARAGE G5
FFE=5.68
GARAGE G6
FFE=5.68
FFE=5.88
FFE=5.38
FFE=5.38
FFE=4.88
GARAGE G7
FFE=6.35
FFE=4.45
FFE=4.95
GARAGE G14
FFE=4.95
FFE=4.96
FFE=4.96
FFE=4.46
FFE=4.46
GARAGE G20
FFE=3.98
GARAGE G19
FFE=3.33
GARAGE G18
FFE=4.84
FFE=5.62 FFE=5.12
FFE=
5.87
FFE=
5.37
FFE=
5.37
FFE=
4.87
FFE=6.37
FFE=5.87
FFE=5.87
FFE=5.37
FFE=7.25
FFE=6.75
FFE=6.75
FFE=6.25
FFE=6.25
FFE=5.75
FFE=6.75
FFE=6.25
GARAGE G10
EXISTING 9' UTILITY EASEMENT
EXISTING 20'
UTILITY EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
EXISTING 6' SIDEWALK
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
514-002
Sheet
Of 6 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
C300
GRADING PLAN
A. Reese
N. Whitcomb
1"=40'
PROPOSED 18" VERTICAL CURB & GUTTER
W
ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST
ST
ST ST ST
8" SS
SS SS
12" SS 12" SS 12" SS 12" SS
12" SS
12" SS
SS SS SS SS SS SS
18" SS 18" SS
8" SS
SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
ST
W W W W W W
12" W
12" W 12" W
12" W 12" W
12" W 12" W
12" W
�
�
8" W
8" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W
GM
GM
GM
CO
HC
HC
VAN
HC
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
HC
S
F
F
F
F
F
F
S
S
S
S
S
S
S
S
S
F
F
F
W
W
W
W
W
W
W
W
W
W
W S
F
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
8" W
8" W
12" W
12" SS
8" W
E E
G G G G G G
CTV
CTV
G G G G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G G
E
E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV E/CTV E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV E/CTV
E/CTV
8" W
CTV CTV CTV CTV
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W
BLDG 1
(MIRRORED) BLDG 2
BLDG 3
BLDG 4
BLDG 8
BLDG 7
BLDG 10
BLDG 9
(MIRRORED)
BLDG 5
BLDG 6
GARAGE
G1
GARAGE
G2
GARAGE
G3
GARAGE
G5
GARAGE
G6
GARAGE
G8
GARAGE
G9
GARAGE
G10
GARAGE
G14
GARAGE
G13
GARAGE
G15
GARAGE
G16
GARAGE
G12
GARAGE
G11
GARAGE
G7
GARAGE
G17
GARAGE
G18
GARAGE
G4
GARAGE
G19
GARAGE
G20
CLUB HOUSE &
COMMUNITY CENTER
INLET B5
INLET B4
STMH B2
INLET B3
INLET B1
EX STMH B
INLET C1
TEE C
INLET A8
STMH A7
STMH A6
INLET A5 INLET A4 STMH A2
STMH A3
INLET A1 INLET A
SSMH A2-4
SSMH A4-1
SSMH A2-3
SSMH A5
SSMH A2-2
SSMH A2-1
SSMH A4
SSMH A3
SSMH A1
SSMH A2
SSMH A
EX SSMH
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(82' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
30" RCP
24" RCP
24" RCP
18" RCP 18" RCP
18" RCP
24" RCP
24" RCP
24" RCP
24" RCP
15" RCP 18" RCP
15" RCP
15" RCP
4.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
EXISTING 6' SIDEWALK
EXISTING 20'
UTILITY EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
514-002
Sheet
Of 6 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
09/04/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C200
UTILITY PLAN
A. Reese
N. Whitcomb
1"=40'
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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 CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS
SANITATION DISTRICT (SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
8.FIRE LINES SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1'
ABOVE THE FINISHED FLOOR ELEVATION.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD
LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY
SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.
10.SEE UTILITY PLANS FOR TERRA VIDE II APARTMENTS OFFSITE ROADWAY
IMPROVEMENTS BY NORTHERN ENGINEERING FOR ALL IMPROVEMENTS
ASSOCIATED WITH THE CINQUEFOIL LANE CORRIDOR, LE FEVER SIDEWALKS
& PRECISION DRIVE IMPROVEMENTS TO BE CONSTRUCTED BY OVERALL
PRESIDIO DEVELOPER (IMAGO).
11.SEE UTILITY PLANS FOR BANNER HEALTH MEDICAL CAMPUS BY
NORTHERN ENGINEERING FOR ALL IMPROVEMENTS ASSOCIATED WITH THE
LE FEVER DRIVE CORRIDOR. ALL LE FEVER ROADWAY IMPROVEMENT TO BE
CONSTRUCTED BY OTHERS.
{
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED ELECTRIC TRANSFORMER
S
PROPOSED PROPOSED SEWER FIRE SERVICE SERVICE F W
EXISTING SANITARY SEWER SS
PROPOSED DOWNSPOUTS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.
TF
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CO
LE FEVER DRIVE
(76' ROW)
(PER BANNER HEALTH MEDICAL CAMPUS UTILITY PLANS)
CINQUEFOIL LANE
(82' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Sept. 4, 2013
PROJECT:
514-002
Sheet
Of 6 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
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09/04/13
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PHONE: 970.221.4158 FAX: 970.221.4159
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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
C100
EXISTING CONDITIONS
A. Reese
N. Whitcomb
1"=40'
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES TO BE REMOVED
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 TERRA VIDA II APARTMENTS OFFSITE ROADWAY IMPROVEMENTS UTILITY PLANS
FOR DEMOLITION AND REMOVALS WITHIN THE PUBLIC RIGHT-OF-WAY.
7.REFER TO LANDSCAPE PLANS FOR TREE REMOVAL & MITIGATION.
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
EXISTING TREES TO BE REMOVED
Northern Engineering Services, Inc.
Project No. 514-001
Date: February 19, 2008
ORIGINAL FIELD SURVEY BY:
Northern Engineering Services, Inc.
Project No. 514-001
Date: December, 2012
Northern Engineering Services, Inc.
Project No. 514-001
Date: July, 2013
ADDITIONAL FIELD SURVEY BY:
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 Preliminary Drainage Letter Report for Terra Vida II Apartments dated September 4, 2013by 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 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:
City of Fort Collins Benchmark7-01
North side of Harmony Road on an Irrigation structure approx 100 FT. West of the West Curb Line of the East Entrance to H.P.
ELEV= 4911.33
City of Fort Collins Benchmark7-07
0.5 Miles South of Harmony Rd. and Strauss Cabin Rd., On the West side of Strauss Cabin Rd., On the Northwest wingwall of the bridge over an
irrigation canal on a larimer County cap.
ELEV= 4975.97
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:
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 priorto 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.
16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Terra Vida II Apartments.
�� Street Improvement Notes
17. 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.
18. 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.
19. 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.
20. 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.
21. 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.
22. 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.
23. 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.
24. 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.
25. 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 Preliminary Drainage Letter Report for Terra Vida II Apartments dated September 4, 2013by 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 construction shall conform to the City of Fort Collins Standards and specifications current to date of construction.
2. All sanitary sewer construction shall conform to the South Fort Collins Sanitation District Standards and Specification current at the date of
construction.
3. 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.
4. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
5. 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.
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
C001
CONSTRUCTION NOTES
GENERAL & A. Reese
N. Whitcomb
N/A
M��� D�����, PE
D����� A���������
2272 G��� H���� D����
L�������, C������� 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING
2555 WALNUT STREET
DENVER, COLORADO 80205
303.832.4474 F��: 303.832.4476
���.�������.���
SEPTEMBER 2013
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1500'
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
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:
BENCHMARK #1:
City of Fort Collins Benchmark 7-01
Elevation= 4911.33
BENCHMARK #2:
City of Fort Collins Benchmark 7-07
Elevation= 4975.97
Basis of Bearings
West line of the Northeast Quarter of said Section 4 as bearing North 01�32'05" West.
Northern Engineering Services, Inc.
Project No. 514-001
Date: February 19, 2008
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CONTACT INFORMATION
PROJECT TEAM:
N��� H���, PE, LEED AP
N������� E���������� S�������, I��.
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
(970) 221-4158
G��� G��������, PLS
N������� E���������� S�������, I��.
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
(970) 221-4158
LANDSCAPE ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
I���� E����������, I��.
L�� K�����
140 P����� D����
F��� C������, C������� 80525
(970) 226-6819
SHEET INDEX
C000
C001
C100
C200
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
ARCHITECT
K������
P��� C�������
2555 W����� S�����
D�����, C������� 80205
(303) 832-4474
C300
C400
CTL / THOMPSON, INC.
Preliminary Geotechnical Investigation
Terra Vida II Apartments
Fort Collins, Colorado
CTL Project #: FC06257-115
Date: August 21, 2013
SUBSURFACE EXPLORATION BY:
COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS
UTILITY PLAN
GRADING PLAN
DRAINAGE EXHIBIT
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
TERRA VIDA II APARTMENTS
UTILITY PLANS FOR
OWNER
DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
TRAFFIC ENGINEER
GEOTECH
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.
Northern Engineering Services, Inc.
Project No. 514-001
Date: December, 2012
Northern Engineering Services, Inc.
Project No. 514-001
Date: July, 2013
ADDITIONAL FIELD SURVEY BY:
GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----Doug Martine (970) 224-6152
CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503
WATER------------ City of Fort Collins Utilities--------------Roger Buffington (970) 221-6854
WASTEWATER--South Fort Collins Sanitation District-Terry Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 221-6700
* 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.
LOCATION
VICINITY MAP
NORTH 1"=1500'
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
SHEET INDEX
COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS
UTILITY PLAN
GRADING PLAN
DRAINAGE EXHIBIT
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
TERRA VIDA II APARTMENTS &
OFFSITE ROADWAY IMPROVEMENTS
UTILITY PLANS FOR
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District. COVER
MASTER COVER SHEET
A. Reese
N. Whitcomb
N/A
C000
C001
C100
C200
C300
C400
I���� E����������, I��.
L�� K�����
140 P����� D����
F��� C������, C������� 80525
(970) 226-6819
SHEET INDEX
C000
C001
C100
C400-C403
C200
C300
COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
UTILITY PLAN
CINQUEFOIL LANE ROADWAY PLAN AND PROFILE
DETAILS
OWNER/DEVELOPER/APPLICANT
C302 CINQUEFOIL LANE CROSS SECTIONS
C301 CINQUEFOIL LANE ROADWAY STRIPING
OFFSITE ROADWAY IMPROVEMENTS TERRA VIDA II APARTMENTS
M��������, T���� V��� II LLP
K�� K����
1400 16�� S�����, 6�� F����
D�����, C������� 80202
(303) 419-0744
DEVELOPER/APPLICANT