HomeMy WebLinkAboutTERRA VIDA II APARTMENTS - FDP - FDP130046 - 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:
Oct. 9, 2013
PROJECT:
514-002
335-009
Sheet
MASTER
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NOT FOR CONSTRUCTION
REVIEW SET
10/9/13
200 S���� C������ A�����, S���� 010
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PHONE: 970.221.4158 FAX: 970.221.4159
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TERRA VIDA II APARTMENTS & OFFSITE
ROADWAY IMPROVEMENTS
NOVEMBER 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:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
200 S���� C������ A�����, S���� 010
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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����
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1501 W���� S����� S���� 1-C
D�����, C������� 80202
(303) 446-2368
M�������� T���� V��� II LLP
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1400 16�� S�����, 6�� F����
D�����, C������� 80202
(303) 419-0744
CTL / THOMPSON, INC
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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:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
W
S
O
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
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
GM
GM
GM
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
LINE TABLE
LINE
L1
L2
L4
L5
L6
L8
L10
L12
L14
L16
L18
L20
L22
L24
L26
L27
L28
L30
L31
L32
L34
L36
L37
L38
L40
L41
L42
L44
L46
L47
L48
L49
L51
L53
L54
L55
L56
L57
L58
L59
L60
L61
L63
L65
L66
L68
L71
LENGTH
3.00'
30.00'
14.00'
117.00'
14.00'
3.00'
89.00'
151.35'
7.00'
10.00'
G
G G
G
T
T T T
T
4-9' PARKING SPACES
HC
HC
VAN
HC
HC
TF
TF
TF
TF
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
14 SPACES @ 9' EA. 14 SPACES @ 9' EA.
13 SPACES @ 9' EA.
15 SPACES @ 9' EA.
14 SPACES @ 9' EA.
13 SPACES @ 9' EA.
15 SPACES @ 9' EA.
7 SPACES @ 9' EA. 7 SPACES @ 9' EA.
11 SPACES @ 9' EA.
14 SPACES @ 9' EA.
11 SPACES @ 9' EA.
9 SPACES @ 9' EA.
BLDG 1
(MIRRORED) BLDG C
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
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
S
WV
WV
WV
H
Y
D
D
S
WV
WV
D
S
WV
S
S
S
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
W
S
WV
WV
WV
H
Y
D
D
S
WV
WV
D
S
WV
S
S
S
W
S
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
W
ST ST ST ST ST ST ST
8" W
G
E/CTV
E/CTV
W W W
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
TF
CO
8" W
8" W 8" W
8" W
8" W
8" W
HC
HC
VAN
TF
TF
HC
TF
TF
TF
TF
TF
TF
S
S
S
F
S
FDC
F
FDC
F
FDC
F
FDC
W
W
W
W
W
UD
43.42 LF
8" PVC
@ 0.84%
50.75 LF
8" PVC
@ 8.00%
177.50 LF 8" PVC @ 0.50%
90.50 LF 8" PVC @ 0.50%
167.98 LF 8" PVC @ 1.35%
EXISTING
41.01 LF
8" PVC
@ 0.84%
S
WV
WV WV
WV
WV
H
Y
D
D
S
E
E
VAULT
ELEC
E
E
E
E
E
E
E
12" W
ST
ST
ST ST ST ST
ST
ST
ST
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
12" W 12" W
12" W 12" W 12" W
12" W
R
GM
CO
8" W
8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W 8" W
HC
HC
TF
TF
TF
TF
TF
TF
TF
TF
F
12" W
12" W 12" W
12" W
12" W
12" W
8" W
S
12" SS 12" SS
12" SS
12" SS
SS SS
S
VAN
TF
HC
TF
TF
TF
TF
TF
S
S
S
S
F
F
S
FDC
FDC
F
FDC
F
FDC
W
W
W
W
W
BLDG 2
BLDG 8
BLDG 7
BLDG 6
GARAGE
G5
GARAGE
G6
GARAGE
G8
GARAGE
G9
GARAGE
G10
GARAGE
G14
GARAGE
G13
GARAGE
G4
CLUB HOUSE &
COMMUNITY CENTER
12" W
12" W
12" W
12" W
12" W
12" W
12" W
8" W
S
W W
W W
12" SS
12" SS
12" SS
SS
SS SS
SS
W
W W
S
HC
VAN
HC
TF
HC
TF
TF
TF
TF
TF
TF
S
F
S
S
S
S
F
F
S
FDC
FDC
FDC
F
FDC
F
FDC
F
FDC
W
W
W
W
W
W
W
STMH A11
STA 15+61.05
N: 106171.86
E: 213605.89
E
E
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
GM
CO
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
HC
HC
TF
TF
TF
TF
TF
TF
TF
F
F
F
S
S
S
S
S
F
S
F
FDC
FDC
FDC
FDC
FDC
W
W
W
W
W
W
UD
BLDG 7
BLDG 10
BLDG 9
(MIRRORED)
BLDG 5
BLDG 6
GARAGE
G15
GARAGE
8" W 8" W
G G G G G G G G
G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
E
E
E
8" W
CTV CTV CTV 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
E/CTV E/CTV
D
E E E
E E E
E E E
E E
E E
E
E E
VAULT
ELEC
E
E
G G
G
W W W W W
W
W W W W W W W W
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
W W W W W W W W W W W 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 8" W
8" W 8" W 8" W
E E
G G G G
G
8" W 8" W
E/CTV E/CTV E/CTV E/CTV E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
S V.V.P. P.
W W W W W W W W
W W W
W
W
12" SS 12" SS 12" SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
8" SS 8" SS
HC
VAN
HC
TF
TF
TF
S
S
S
F
FDC
F
FDC
W
W
BLDG C
BLDG 3
BLDG 4
GARAGE
G5
GARAGE
G6
GARAGE
G8
GARAGE
G9
GARAGE
G10
GARAGE
G14
GARAGE
G7
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
AD A3-4
GRATE 4905.76
INV. OUT 4900.50 (S)
8" W
S
D
E
E E
E
E
VAULT
ELEC
E E E
E E E E
E E E E
E E
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
8" 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 8" SS 8" SS 8" SS 8" SS 8" SS
12" W 12" W
12" W
R
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 8" W 8" W
8" W 8" W
8" W
HC
TF
TF
TF
F
F
F
S
S
S
S
F
FDC
FDC
FDC
FDC
W
W
W
W
BLDG 10
BLDG 9
(MIRRORED)
BLDG 5
BLDG 6
GARAGE
G15
GARAGE
G16
GARAGE
G12
GARAGE
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W
V.P.S V.P.
V.P.
S
WV
WV
12" W
12" W 12" W 12" W
T
T T T T T
T T T
12" SS 12" SS 12" SS 12" SS
12" SS 12" SS
12" SS 12" SS 12" SS 12" SS 12" SS
18" SS 18" SS 18" 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
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
GM
GM
CO
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 8" W 8" W 8" W 8" W
8" W
8" W 8" W
8" W 8" W
HC
TF
TF
TF
TF
TF
S
S
F
S
FDC
F
FDC
W
W
W
UD
UD
UD
UD
UD
UD
BLDG 8
BLDG 7
GARAGE
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
R
R
CO
HC
HC
VAN
HC
HC
TF
TF
TF
TF
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
UD
UD
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
HC
TF
TF
TF
D
VAULT
ELEC
G G
G
BLDG 1
(MIRRORED)
BLDG 2
BLDG 5
GARAGE
G1
GARAGE
G2
GARAGE
G3
GARAGE
G4
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
LADY MOON DRIVE
(84' ROW)
5' PUBLIC SIDEWALK
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=6.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.52
HC
VAN
HC
TF
TF
TF
V.V.P. P.
BLDG 2
BLDG 3
GARAGE
G5
GARAGE
G6
GARAGE
G10
GARAGE
G14
GARAGE
G7
9' UTILITY EASEMENT
BLDG 4
GARAGE
G8
GARAGE
G9
GF=6.35
GF=6.35
GF=6.35
GF=6.35
GF=6.35
GF=6.35
GF=6.35
GF=6.35
GF=6.35
GF=5.88
GF=5.88
GF=5.88
GF=5.88
GF=5.88
GF=5.88
GF=5.88
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=5.38
GF=4.88
GF=4.88
GF=4.88
GF=4.88
GF=4.88
HC
TF
TF
TF
D
VAULT
ELEC
R
BLDG 10
BLDG 9
(MIRRORED)
BLDG 5
BLDG 6
GARAGE
G15
GARAGE
G16
GARAGE
GARAGE G12
G11
GARAGE
G17
GARAGE
G18
9' UTILITY EASEMENT
PUBLIC 4.5' SIDEWALK
EXISTING 6' PUBLIC SIDEWALK
GF=5.80
GF=5.80
GF=5.80
GF=5.80
GF=5.80
GF=5.80
GF=5.30
GF=5.30
GF=5.30
GF=5.30
GF=5.30
GF=5.30
GF=5.30
GF=5.30
GF=5.30
GF=7.25
GF=7.25
GF=7.25
GF=7.25
GF=7.25
GF=7.25
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.25
GF=6.75 GF=6.25
GF=6.75 GF=6.25
GF=6.75 GF=6.25
GF=6.37 GF=5.87
HC
TF
TF
TF
TF
TF
V.P.V.P.
V.P.
T
T T T T T
T T T
GM
GM
CO
UD
UD
UD
UD
UD
UD
BLDG 7
GARAGE
G13
GARAGE
G19
GARAGE
G20
CLUB HOUSE &
COMMUNITY CENTER
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
5' PUBLIC SIDEWALK
BLDG 8
GF=3.75
GF=3.75
GF=3.75
GF=3.75
GF=3.75
GF=3.75
GF=3.75
GF=3.75
GF=4.12
GF=4.12
GF=4.12
GF=4.12
GF=4.12
GF=4.12
GF=4.12
GF=4.12
GF=4.12
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.46
E
E
TF
BLDG 7
CLUB HOUSE &
COMMUNITY CENTER
FFE=6.78
FFE=6.78
FFE=6.17
STORM DRAIN B1
SEE SHEET C331
AD POOL 2-3
INV. OUT=4900.36 (E)
GRATE=4906.51
AD POOL 2-2
INV. IN=4900.22 (W)
INV. OUT=4900.22 (E)
GRATE=4906.58
AD POOL 2-1
INV. IN=4900.12 (W)
INV. OUT=4900.12 (NE)
GRATE=4906.58
45� BEND
INV. IN=4900.09 (SW)
INV. OUT=4900.09 (E)
GRATE=4906.65
45� BEND
INV. IN=4899.88 (W)
INV. OUT=4899.88 (NE)
GRATE=4906.62
AD POOL 2
INV. IN=4899.83 (N)
INV. IN=4899.83 (SW)
INV. OUT=4899.83 (E)
GRATE=4906.52
AD POOL 1
INV. IN=4899.73 (W)
INV. IN=4899.73 (N)
INV. OUT=4899.73 (S)
GRATE=4906.51
AD POOL 3
INV. IN=4899.99 (W)
INV. IN=4899.99 (N)
INV. OUT=4899.99 (S)
GRATE=4906.53
AD POOL 3-1
INV. IN=4900.12 (W)
INV. OUT=4900.12 (S)
GRATE=4906.57
AD POOL 3-2
INV. OUT=4900.21 (E)
GRATE=4906.58
AD POOL 4
INV. IN=4900.11 (W)
INV. OUT=4900.11 (E)
GRATE=4906.55
AD POOL 5
INV. IN=4900.24 (W)
INV. IN=4900.24 (N)
INV. OUT=4900.24 (E)
UD
D
D
ELEC
E
E
VAULT
ELEC
E
E
E E
E
E
E E
E
E
VAULT
ELEC
E E
G
G
G
T T T
T
T
T
T
F
E
S
F
E
S
D
ST ST ST ST ST
ST ST ST ST ST ST
ST
ST ST
ST
ST ST
R
CO
HC
HC
VAN
HC
HC
HC
VTC
VTC
CWA
CIP
CIP
CIP
CIP
IP
IP
CIP
RP
RP
C501
EROSION CONTROL DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
PLANTED RIPRAP INSTALLATION
TYPE H
TYPE M
TYPE L
TYPE VL
2-10
35-50
70-50-100 70
TABLE I
CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP
RIPRAP
DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)*
TYPE VH
* d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT.
** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF
TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED.
50
6
2
9
12
6**
35-50
2-10
50-70
70-100
9
3
12
15
9**
35-50
2-10
50-70
70-100
12
4
18
21
12
24
18
50-70 24
35-50
2-10
50-70
C502
EROSION CONTROL DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES) SHALL NOT BE USED.
THE STONES SHALL BE
A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
%PLAN%
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
C600
SEWER DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
NOT TO SCALE
100
C600
TRENCH AND BEDDING TYPICAL TYPICAL SANITARY SEWER SERVICE CONNECTION
NOT TO SCALE
101
C600
TRENCH BACKFILL
TRENCH ZONES
PAVEMENT IF REQUIRED
SCALE: NTS
TRENCH AND BEDDING TYPICAL
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
PIPE SUBGRADE; STABILIZATION
MATERIAL IF REQUIRED
{}th O.D.BEDDING /4" MIN. ZONE 1' MIN.
REFER TO SECTION 02221
TRENCH BACKFILL
BEDDING ZONE (SEE ABOVE)
PIPE SUBGRADE
COMPACTED GRANULAR
MATERIAL
UNDISTURBED SOIL
12-15-2010
TRENCH
PVC SEWER PIPE
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
SCALE: NTS
C601
WATER DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Call before you dig.
R
NOT TO SCALE
200
C601
TRENCH AND BEDDING TYPICAL 201 TYPICAL CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION WATER MAIN LOWERING
C601
202
C601
205
C601
TYPICAL METER PIT INSTALLATION
NOT TO SCALE
203
C601
4'-0"
5'-0"
CORP/COMPRESSION 3/MINIMUM 4" ROCK 6" OF
COMPOSITE OR ALUMINUM CONE SET
TO FINAL GRADE
24" DIAMETER COMPOSITE METER PIT
PLASTIC INVERTED INNER TRAY CAST IRON LID w/2' HOLE CENTER
WATER MAIN
MXU
{GENERAL NOTES:
1. Meter Pits are to be installed at center of lot unless otherwise approved by the District.
Meter Pits shall not be located in areas subject to traffic of pedestrian walkways.
2. No landscaping (trees, shrubs, boulders, etc.) is to be within 5 feet of meter pit.
3. Ground surrounding meter pit shall slope away from lid.
4. No plumbing connections are to be made in meter pit.
5. Lawn sprinkler connections are to be at least 5 feet from meter pit on the outlet side.
6. Irrigation systems require an isolation valve downstream of the pit, minimum of 5 feet.
7. Valves to be operated by District personnel only, with exception to the irrigation isolation
valves. }
TAP SADDLE
4"-6"
5'0" MIN
COMPRESSION STYLE FITTINGS
45�
ISOLATION VALVE
(REQUIRED FOR
IRRIGATION SYSTEMS)
SCALE: NTS
TYPICAL METER PIT INSTALLATION
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
TYPE 'K' COPPER
C602
WATER DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
208 BUTTERFLY VALVE INSTALLATION
D3
PAVED STREET
SCALE: NTS
TYPICAL BUTTERFLY VALVE INSTALLATION
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
3/8" BURY IN PAVED STREET
BUTTERFLY VALVE
THE OPERATOR NUTS ARE TO BE LOCATED ON THE RIGHT SIDE OF PIPE FACING DOWNSTREAM
REFER TO SECTION 02641
NOTE:
VALVE BOX SHALL BE CENTERED AND PLUMB OVER THE OPERATIONAL NUT.
2" SQUARE
OPERATING NUT,
OPEN LEFT
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
C603
DRAINAGE DETAILS
A. Reese
A. Boese
N/A
NOT TO SCALE
300
C603
STORMWATER BEDDING REQUIREMENTS 301 STANDARD MANHOLE CHANNELING DETAILS FOR MANHOLES
C603
302
C603
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
C604
DRAINAGE DETAILS
A. Reese
A. Boese
N/A
NOT TO SCALE
308 SINGLE INLET
C604
NOT TO SCALE
309 DOUBLE COMBINATION INLET
C604
3"
5" 4-1/2"
SUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 6'-1"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 1100 LBS
1.
NOTES:
%ISOMETRIC VIEW
PLAN VIEW
N.T.S.
7'-1" 6"
6"
6" 2'
N.T.S.
6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
6"
N.T.S.
SECTION B-B
6'-6" 1"
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
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
C605
SITE DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
WALK
WALK
LANDSCAPED AREA
LANDSCAPED AREA
PLAN
ISOMETRIC
1' RAD. (TYP.)
WALK
LANDSCAPED AREA
ISOMETRIC
PLAN
PLAN
ISOMETRIC
VARIES
C606
SITE DETAILS
A. Reese
A. Boese
N/A
NOT TO SCALE
410
C606
SIGN POST
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"
NOT TO SCALE
414 TRENCH DETAIL
C606
C607
SITE DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
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"
D
D
D
G
G G
G
T
T T 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 ST
ST
R
R
GM
GM
GM
GM
EM
EM
EM
TF
TF
TF
HC
HC
VAN
HC
HC
TF
TF
TF
TF
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
UD
UD
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
BLDG 1
BLDG 2
BLDG 3
BLDG 4
BLDG 8
BLDG 7
ZIEGLER ROAD
E. HARMONY ROAD
PRECISION DR.
����� ���� ��
�����������
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:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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 V.V.P. P. S
S
S
C.O. S
C.O.
D
D
S
D
WV
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'
S
WV
WV
WV
WV WV
S
S S
S
S
C.O. S
C.O.
D
D
WV
TF
HC
TF
TF
TF
S
S
F
FDC
F
FDC
W
W
12" W
12" SS
12" SS
E
E
E
E/FO/CTV
CTV CTV
CTV
CTV CTV
CTV
G
G
G
G
G
E/CTV
E/CTV E/CTV E/CTV
E/CTV
EXISTING 76'
R.O.W.
EXISTING 82'
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'
WV
WV WV
S
S S
TF
HC
TF
TF
S
F
FDC
W
12" SS
E E
E
CTV
CTV
CTV
CTV CTV CTV
G
G G G
E/CTV
E/CTV
E/CTV E/CTV E/CTV
E/CTV
EXISTING 76'
R.O.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
LE FEVER DRIVE
SEE UTILITY PLANS FOR
TERRA VIDA II APARTMENTS
FOR ON-SITE INFORMATION
BLDG 4
12" SS
E E
E
CTV
CTV
CTV
CTV CTV CTV
G
G G G
E/CTV
E/CTV
E/CTV E/CTV E/CTV
E/CTV
9' UTILITY EASEMENT
CINQUEFOIL LANE
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
HC
TF
TF
TF
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
CINQUEFOIL LANE
PRECISION DRIVE
50' { -}
76' R.O.W.
LE FEVER DRIVE
Δ
51' R.O.W.
TF
HC
TF
TF
TF
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
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:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
3 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
H
Y
D
H
Y
D
ELEC
E
E
VAULT
ELEC
E
E
E E
E
E
E E
E
E
VAULT
ELEC
E E
T
F
E
S
F
E
S
R
D
D
D
LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
PRECISION
DRIVE
V.V.P. P.
T
T
T
T
T
T
C.O.
C.O.
D
D
G
G
G G G
E
GAS
D
D
TF
TF
C501
EROSION CONTROL DETAILS
A. Reese
A. Boese
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
ROCK SOCK
NOT TO SCALE
606
EC3
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
12"
12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL
COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM
OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL
JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH
FOR THE ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
{3/4}" 0-15
MATCHES SPECIFICATIONS FOR {3/NO. 8}4 COARSE " AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MANHOLE
ROCK BERM SHALL
CURB INLET 2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%SECTION A-A
A
A
%PLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%SECTION B-B
%PLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
2' 3'
4'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
BMP WIDTH VARIES BMP WIDTH VARIES
BMP WIDTH VARIES BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
NOT TO SCALE
CIP
600
EC2
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
UD
CIP
CIP
CIP
CIP
CIP
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS RS
RS
RS
RS
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
C500
(STATIC SITE PLAN)
EROSION CONTROL PLAN A. Reese
A. Boese
1"=50'
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
BENCHMARK
BENCHMARK #1:
City of Fort Collins Benchmark 7-01
Elevation= 4911.33
BENCHMARK #2:
City of Fort Collins Benchmark 7-07
Elevation= 4875.97
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY
AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF
BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY,
STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING
AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR
PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE
PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL
OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS
FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT,
ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL
WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH
VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM
UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING
THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS
ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION
FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION
SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100)
FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE
WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL
SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR
DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA
THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH
THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN
WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS
WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER
MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT
EROSION.
16. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
EROSION CONTROL NOTES:
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. TOTAL DISTURBED AREA = 1.21 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE "FINAL DRAINAGE AND EROSION CONTROL REPORT FOR
TERRA VIDA 2 APARTMENTS"BY NORTHERN ENGINEERING, DATED
NOVEMBER 27, 2013FOR ADDITIONAL INFORMATION.
6. SEE UTILITY PLANS FOR TERRA VIDA II APARTMENTS BY NORTHERN
ENGINEERING FOR ON-SITE EROSION CONTROL MEASURES.
GENERAL NOTES:
NORTH
( IN FEET )
1 inch = ft.
0 Feet
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
CURB INLET PROTECTION
WATTLE DIKE
VEHICLE TRACKING CONTROL PAD
SILT FENCE SF
RIP RAP
AREA INLET PROTECTION
SEDIMENT BASIN
CONCRETE WASHOUT
TABLE OF CONSTRUCTION SEQUENCE
AND BMP APPLICATION
Project: TERRA VIDA II APARTMENTS OFFSITE ROADWAY IMPROVEMENTS
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Rip Rap
V���������
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Basin
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Other:
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
SF
VTC
WD
CIP
IP
RP
SB
CWA
ROCK SOCK RS
RAIN GARDEN
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
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:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
4 STANDARD CONCRETE NOTES
NOT TO SCALE
5 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
6 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
NOT TO SCALE
1 STORMWATER BEDDING REQUIREMENTS 2 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
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
2 PVC WATER MAIN TRACER WIRE DETAIL
NOT TO SCALE
3 VALVE ASSEMBLY BOX
������
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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 TYPICAL SANITARY SEWER SERVICE CONNECTION
PRE-FORMED PLASTIC GASKET
SLOPE
1 IN./FT.
PRECAST MANHOLE BASE
PRE-FORMED GASKET
MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
15 IN. OR LESS
18 IN. TO 30 IN.
OVER 30 INCHES
48 IN.
60 IN.
PIPE SIZE MIN. 72 MANHOLE IN.
DIAMETER
SCALE: NTS
TYPICAL MANHOLE
SOUTH FORT COLLINS SANITATION DISTRICT
OFFICE (970) 226-3104 FAX (970) 226-0186
APPROVED:
DATE:
CAST-IN-PLACE CONCRETE BASE
HINGED DUCTILE IRON RING/COVER
5 FT. MIN. DEPTH
VARIABLE
24 IN. MIN.
48 IN. MAX.
FINISHED GRADE
16 IN. MAX.
CONCRETE ADJUSTMENT SHIMS
ASTM C-478 ECCENTRIC CONE
ASTM C-478 MANHOLE SECTIONS
28 IN. 24 MAX. IN.
MANHOLE RUNGS
12 IN. O.C.
SEE TABLE
6 IN.
12 IN.
2 IN.
8 IN. MIN.
POURED INVERT
8 IN. MIN.
6 IN.
2 IN. MIN.
ALTERNATE BASE
SLOPE
1 IN./FT.
18 IN.
MAX.
12-15-2010
NOT TO SCALE
5 TYPICAL MANHOLE
��
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U
S
A
1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
�������
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LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
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
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
1 CP TEST AND LOCATOR STATION BOX
NOT TO SCALE
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)
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
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+19
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
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING
PROPOSED
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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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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APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
W���� & W��������� U������
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UTILITY PLAN APPROVAL
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:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
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��� ����'� �����.
C��� ������ ��� ���.
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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
TRAFFIC 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
TRAFFIC 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
ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL
STRIPING LEGEND:
{PAVEMENT STRIPING}
C��� E������� D���
D���
D���
D���
D���
S��������� U������
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
(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
LE FEVER DRIVE
PRECISION DRIVE
LE FEVER DRIVE
(SIDEWALK IMPROVEMENT)
PRECISION DRIVE
(SIDEWALK IMPROVEMENT)
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
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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 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���
D���
S��������� U������
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%
LE FEVER DRIVE
SEE UTILITY PLANS FOR
TERRA VIDA II APARTMENTS
FOR ON-SITE INFORMATION
BLDG 4
31.21 LF
24" RCP
@ 0.50%
STMH-1
STA 10+37.31
N: 106323.37
E: 214154.93
216.61 LF 24" RCP @ 0.64%
STMH-2
STA 12+53.92
N: 106106.87
E: 214161.76
55.93 LF 24" RCP @ 0.50%
EXISTING FES
STA 10+06.10
N: 106354.57
E: 214154.07
4885
4890
4895
4900
4905
4910
4915
4885
4890
4895
4900
4905
4910
4915
9+25 10+00 11+00 12+00 13+00 13+50
STMH-2
STA 12+53.92
RIM 4903.9�
INV. IN 4897.25 (W)
INV. OUT 4897.05 (N)
SEE TERRA VIDA II
FOR INLET A
AND CONTINUATION
STA 13+09.84
RIM 4903.7�
INV. IN 4997.73 (W)
INV. OUT 4897.53 (E)
STMH-1
STA 10+37.31
RIM 4904.0�
INV. IN 4895.66 (S)
INV. IN 4898.66 (W)
INV. IN 4898.66 (E)
INV. OUT 4895.66 (N)
REMOVE EXISTING FES
STA 10+06.10
RIM 4897.9�
INV. IN 4895.50 (S)
INV. OUT 4895.50 (N)
WV
WV WV
S
S
12" SS
E
E
E
CTV
CTV
CTV CTV
G
G
E/CTV E/CTV
E/CTV
12" W
12" W
12" W 12" W
12" W
12" W
12" W
9' UTILITY EASEMENT
BLDG 4
12" SS
E
E
E
CTV
CTV
CTV CTV
G
G
E/CTV E/CTV
E/CTV
EXISTING 76'
R.O.W.
9' UTILITY EASEMENT
CINQUEFOIL LANE
BLDG 4
INLET 1A
STA 10+36.52
N: 106321.63
E: 214118.45
36.52 LF
18" RCP
@ 0.52%
13.48 LF
18" RCP
@ 1.00%
INLET 1B
STA 10+13.48
N: 106324.01
E: 214168.39
STMH-1
STA 10+00.00
N: 106323.37
E: 214154.93
4885
4890
4895
4900
4905
4910
4915
11+00 10+00
INLET 1A
STA 10+36.52
RIM 4903.5�
INV. OUT 4898.85 (E)
STMH-1
STA 10+00.00
4885
4890
4895
4900
4905
4910
4915
10+00 11+00
STA 10+00.00
RIM 4904.0�
INV. IN 4895.66 (S)
INV. IN 4898.66 (W)
INV. IN 4898.66 (E)
INV. OUT 4895.66 (N)
INLET 1B
STA 10+13.48
RIM 4903.5�
INV. OUT 4898.79 (W)
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
C201
STORM DRAIN PLAN AND PROFILE
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:
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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM DRAIN LINE 1 STORM DRAIN LINE 1A &1B
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
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
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
12" W
12" SS
12" SS
E
E
E
E/FO/CTV
CTV CTV
CTV
CTV CTV
CTV
G
G
G
G
G
E/CTV
E/CTV E/CTV E/CTV
E/CTV
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
9' UTILITY EASEMENT
CINQUEFOIL LANE
LE FEVER DRIVE
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
BANNER HEALTH
MEDICAL CAMPUS
SEE UTILITY PLANS FOR
TERRA VIDA II APARTMENTS
FOR ON-SITE INFORMATION
BLDG 4
BLDG 8
6" PVC @ 2.0%
6" PVC @ 2.0%
4880
4885
4890
4895
4900
4905
4910
4880
4885
4890
4895
4900
4905
4910
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+25
18" (MIN.)
18" (MIN.)
18" (MIN.)
12" C900
12" C900
12" C900
S
S
8" W
8" W
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
C200
WATERMAIN PROFILE
UTILITY PLAN AND 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:
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
WATERMAIN
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
PRECISION DRIVE ENTRANCE
SCALE 1"=20'
WEST PRECISION DRIVE CONNECTION
SCALE 1"=20'
R.O.W.
EXISTING 51'
R.O.W.
CINQUEFOIL LANE
EXISTING 82'
R.O.W.
EXISTING 20'
UTILITY EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. HAWS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 27, 2013
PROJECT:
335-009
Sheet
Of 14 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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.
6.EXISTING TOPOGRAPHY FOR LE FEVER DRIVE AND THE BANNER HEALTH
MEDICAL CAMPUS IS FROM THE APPROVED DESIGN INFORMATION AND MAY
VARY IN THE FIELD. CONTRACTOR TO VERIFY INFORMATION.
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 (Final Drainage Letter Report for Terra Vida II Apartments dated November 27, 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= 4875.97
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 (Final Drainage Letter Report for Terra Vida II Apartments dated November 27, 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
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(970) 206-9455
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2272 G��� H���� D����
L�������, C������� 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING
NOVEMBER 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
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E N G I N E E R I N G
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CTL THOMPSON, INC.
Geotechnical Investigation Presidio Apartments
Project #: FC06257-115
Date: August 21, 2013
SUBSURFACE EXPLORATION BY:
C500 EROSION CONTROL PLAN
(STATIC SITE PLAN)
COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
UTILITY PLAN AND WATERMAIN PROFILE
CINQUEFOIL LANE ROADWAY PLAN AND PROFILE
DETAILS
C501 EROSION CONTROL 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
A. Reese
A. Reese
N/A
C201 STORM DRAIN PLAN AND PROFILE
BLDG 10
BLDG 9
BLDG 5
BLDG 6
UD
UD
3B
2.65 ac
1A
2.24 ac
2
0.60 ac
1
3D
2
4.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
RAINGARDEN
RAINGARDEN
CLUB HOUSE &
COMMUNITY CENTER
POOL DECK
BLDG 7
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
3A
1.45 ac
3C
0.26 ac
3D
0.79 ac
3B
3A
3C
1B
1.64 ac
OS1
1.10 ac
4A
0.23 ac
4B
0.26 ac
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
C700
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 = 4875.97
NOTES:
1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR TERRA VIDA II APARTMENTS" BY NORTHERN ENGINEERING,
DATED {OCTOBER 9, 2013} FOR ADDITIONAL INFORMATION.{
}
BASIN
DESIGNATION
BASIN
AREA (AC)
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED UNDERDRAIN UD
1
X.XXX
MODIFIED RAIN GARDEN
BIO-RETENTION RAINGARDEN
#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.
APPROVED: DATE: DETAIL
DRAWN BY:
STORMWATER
CONSTRUCTION DETAILS
FORT COLLINS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
STANDARD CONCRETE NOTES
NOT TO SCALE
416
C607
STANDARD CONCRETE NOTES
{20'-6" POLE (RE: ELEC)}
{HAND HOLE AND COVER}
{BOND GROUND WIRE TO POLE}
{BOLT CIRCLE PER MANUFACTURER'S
RECOMMENDATIONS}
{BASE COVER (RE: ELEC)}
{GROUT AFTER LEVELING POLE}
{(4) ANCHOR BOLTS PER
FIXTURE MANUFACTURER'S TEMPLATE,
VERIFY.}
{24" DIAMETER CONCRETE POLE BASE
BY G.C. WITH 1" RADIUS, (6) #4
REBAR WITH RINGS 12" ON CENTER,
FINISHED AS DIRECTED BY ARCHITECT}
{#6 COPPER GROUND WIRE COILED
AT BOTTOM OF BASE PRIOR TO
CONCRETE POUR}
{FINISHED GRADE}
{6'-0"}
{23'-0"}
{30"}
{30"}
{MINIMUM}
{CONDUIT IN AND OUT}
NOTE: CONTRACTOR SHALL COORDINATE AND CONFIRM ALL SITE LIGHTING WITH ELECTRICAL ENGINEER AND ARCHITECT.
NOT TO SCALE
417
C607
LIGHT POLE BASE DETAIL
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
413
C606
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
412
C606
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
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
NOT TO SCALE
415
C606
RESIDENTIAL LOCAL STREET ACCESS RAMPS
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606(a)
URBAN AREA
LARIMER COUNTY
RESIDENTIAL LOCAL STREET ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
Area to be landscaped
Conc. Sidewalk
N���:
1. S�� ���� ������ ����� ��� ������ �� ��� ����.
2. T�������� ���� ������� �����: I������ ������ ����� ���� ��� ��������
���� ��� ��� ����. T�� ����� �������� ����� �� "C��� I� T��� W������ P�����" ��
�� ���������� �������� ���� ���� �� ����� �������� �� ��� C��� E�������, ����� ��
������������. T�� ����� ����� ����� �� ���, �� ����� ����� �� ��������.
S������������� ��� ��� ����� �������� ���� �� �������� ���� �������.
3. E��� ���� ����� ����� ������������� �� ��� ������ �� ����� ��� ���� ��
�������� �� �����.
4. R���� �� �������� ������� 1606 �� ��� L����� C����� ����� ���� ������
��������� ��� ����� ��������� �������� ������ �� ��������� ����� ����� ���� �� ���
��������� �� ���� �������.
5. C�������� ��� ����� ��� ���� �� ��� ������ ���� ��� ������ �� ��� ������.
P L
0.5'
6.0'
4.5'
Trucated Dome
Warning Panel
Section A-A
NTS
0.5'
Gutter
1:20 Slope 1:12 MAX Slope
Varies
panels:
R20.0'
R15.0'
12.0'
4.5'
Full height Curb
12.0'
PLAN VIEW
NTS
PT Curb
4.5'
A
0" Curb
Ramp
Area
Landscaped
Flare
Gutter
1-2'x2'
1-2'x2.5'
Ramp
Ramp
R19.5'
PL
A
Conc. Sidewalk
PL
Conc. Flare
Flowline
0.5'
4.5' 6.0'
Detection Plan Locations
Truncated Dome Warning
Truncated dome
1.5'
1.5'
6" Curb
0" Curb
6" Curb
Flare
2'-0"
4'-6"
2'-6" 2'-0"
Curb
Curb
or
Apron
Flow line
Curb and Gutter
5'-6" BOC to walk w/ vertical curb
5'-7" BOC to walk w/ drive over curb
Conc. Flare
& Back of Walk
PT of Walk
Truncated dome
warning detection
PT of curb return
BOC- Back of curb
- Property Line
PT - Point of Tangency
P L
LEGEND:
Varies
6"
Panels Panels
N
OT TO SCALE
416
C606
BICYCLE RACK FOUNDATION DETAIL
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
REVISION NO: 1
DATE: 03/01/02
HANDICAP PARKING REQUIREMENTS (AS PER "ADA")
STREET STANDARDS
URBAN AREA
LARIMER COUNTY
CONSTRUCTION DRAWINGS 1407
DRAWING
NOT TO SCALE
410
C606
HANDICAP PARKING REQUIRMENTS
PLAN-CONCRETE PAD
4" Concrete Pad
ELEVATION
Existing Ground
4" Concrete Pad
6'-6"
13'-0"
by field Engineer
or as directed
2'-0"
CL
CL
Inverted "U" Inverted "U"
BICYCLE RACK FOUNDATION DETAILS
DATE: 08/07/00
REVISION NO:
STREET STANDARDS
LARIMER URBAN COUNTY AREA DRAWINGS CONSTRUCTION 1704 DRAWING
1'-6"
*MOD BY N.E. 10-20-09
*MOD
LANDSCAPED AREA
(SEE PLAN) LANDSCAPED AREA
VARIES
(SEE PLAN)
RAMP TO BE
FLUSH WITH
PAVEMENT
2%
���.
12:1
���.
12:1
���.
8' MIN 6' 8' MIN
MAX. 12:1
12:1
MAX.
RAMP TO BE
FLUSH WITH
PAVEMENT
2%
���.
12:1
���.
6' 6'MIN
LANDSCAPED AREA
BUILDING
12:1
MAX.
WALK
1.RAMP DETAILS ARE PROVIDED TO ILLUSTRATE CONCEPTS ONLY.
2.SEE SHEETS G FOR SITE-SPECIFIC SLOPES AND RAMP ELEVATIONS.
3.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EACH RAMP COMPLIES WITH
SECTION 4.7 OF 'ADA STANDARDS FOR ACCESSIBLE DESGIN' (28 CFR PART 36, APPENDIX
A) PRIOR TO POURING CONCRETE.
RAMP NOTES:
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS
CONTAINED IN THE {GEOTECHNICAL ENGINEERING REPORT "TERRA VIDA".} BY EARTH ENGINEERING CONSULTANTS DATED
MARCH 21, 2008 (PROJ. NO. 1082024), AND ANY SUBSEQUENT ADDENDA.
2.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING
SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED
PAVEMENT DESIGN REPORT.
LIGHT DUTY PAVING HEAVY DUTY PAVING
NOT TO SCALE
402
C605
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
CONCRETE
{PAVEMENT SECTION }
6" CONCRETE
CONCRETE {
PAVEMENT SECTION }
4" CONCRETE
NOT TO SCALE
404
C605
PRIVATE OUTFALL VERTICAL CURB & GUTTER
1"
6"
4 1/6" 2"
1 1/2"
1'-6" 6"
12"
1'-6"
1 1/2"
6"
1"
6"
6"
4 1/2"
12"
NOT TO SCALE
403
C605
PRIVATE INFLOW VERTICAL CURB & GUTTER
NOT TO SCALE
405
C605
RAMP DETAIL
NOT TO SCALE
406
C605
RAMP DETAIL
NOT TO SCALE
407
C605
RAMP DETAIL
NOT TO SCALE
408
C605
RAMP DETAIL
NOT TO SCALE
409
C605
RAMP DETAIL
NOT TO SCALE
400
C605
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
401
C605
TRUNCATED DOME WARNING FOR ACCESS RAMPS
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
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
DATE DRAWN: 3/3/05
D44.dwg
DRAWN BY: T. COX
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
4" 2'-7" 6'-8"
CURB ADJUSTS
6"
3 1/4" TO 9"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
SECTION DIRECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 520 SQ. IN.
DETAIL
DOUBLE CURB INLET
D-44
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
STAKING NOTES: N.T.S.
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
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
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
M.A. STEPS @12" O.C.
4 TON P52 SL
(NUMBER REQ'D VARIES
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
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
N.T.S.
310
C604
DIMENSIONS FOR SLOTTED PVC PIPE
{NOTE}:
"SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS
IN THIS PLAN SET.
120
90
60
A C
E
D
B
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN.
NOT TO SCALE
NOT TO SCALE
312
C604
DRAIN BASIN INSTALLATION
(LANDSCAPED AREAS)
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
S T
A
P L
O
L
Y
N
D
U
C
T
I L E
I
R
O
N
T
A S
L
P
O
L
Y
N
D
U C
T
I L
E
I
R
O
N
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
WHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _ _ X
2818AG _ _ X
2824AG _ _ X
2830AG _ _ X
WHEN ARE INLINE DRAINS USED?
2708AG _ _ X
2710AG _ _ X
2712AG _ _ X
2715AG _ _ X
2718AG _ _ X
2724AG _ _ X
2730AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS 5: TO CHANGE DIRECTION
A�
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8" 6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
8 IN - 30 IN TYPICAL INSTALLATION OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 8-10-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-10-00
CJA
NOT TO SCALE
313
C604
TYPICAL INSTALLATION OPTIONS
12" - 30" DRAIN
BASIN
12" - 30" INLINE
DRAIN
NON TRAFFIC INSTALLATION
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 9-30-99
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
9-30-99
CJA
NOTE:
1. ALL DRAINS SHALL INCLUDE SUMP INSERT
3-3/8" ORIFICE OPENING
18" FRAME
AND GRATE
REMOVABLE OR FIXED
OUTLET ORIFICE CAP
12" OUTLET
12" INLET
18" DRAIN BASIN BODY
HDPE SUMP INSERT ADDED
INTO BOTTOM OF STRUCTURE,
UP TO INVERT ELEVATION.
NOT TO SCALE
311
C604
DRAIN BASIN w/ OUTLET ORIFICE CAP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
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
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
RIPRAP SCHEDULE
NOT TO SCALE
307
C603
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
NOT TO SCALE
PRIVATE UNDERDRAIN CLEANOUT
4" MIN
EXTEND MIN. 6" INTO SUBGRADE
6"
12" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & SOLID GRATE TO MATCH
BASIN O.D.
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90� SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
� .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
TOP 10" TO BE SOLID, WITHOUT PERFORATIONS
10" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
(NO BOTTOM CAP)
NOT TO SCALE
304
C603
DRAIN BASIN INSTALLATION
(PAVED AREAS)
DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110-189 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-29-06
DRAWN BY EBC
3-29-06
CJA
5 ADAPTER
ANGLES
VARIABLE 0� - 360�
ACCORDING TO
PLANS
12" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
INCLUDE SUMP INSERT
4" MIN
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURE
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
NYLOPLAST 12" DRAIN BASIN:2812AG _ _ X
4 WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 12" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS LOAD RATING PART # DRAWING #
PEDESTRIAN MEETS H-10 1299CGP 7001-110-202
STANDARD MEETS H-20 1299CGS 7001-110-203
SOLID COVER MEETS H-20 1299CGC 7001-110-204
PEDESTRIAN BRONZE LIGHT DUTY 1299CGPB 7001-110-205
DOME N/A 1299CGD 7001-110-206
DROP IN GRATE LIGHT DUTY 1201DI 7001-110-021
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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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GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
DRAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
NO. 12 GRATE AND FRAME BY
MaCLEAR OR APPROVED EQUAL.
PLAN VIEW
A
A
B B
35 3/4 IN.
6 IN. 23 3/4 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR CONCRETE
PIPE O.D.
3 IN.
CIR.
CONCRETE PIPE
I.D. D
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
INLET AND
FLOW LINE OF
CONDUIT
PIPE
AROUND
#4
12 IN. MIN. INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
28 1/4 IN.
6 IN. 16 1/4 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/8/00 D-9A
AREA INLET
NOT TO SCALE
303 AREA INLET
C603
305
C603
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
1' 48" 1'-9"
(MIN.) 6"
48"
6"
6"
6"
24" 24"
30" CENTERLINE OUTLET PIPE OF
2" LIP (TYP.)
SECTION C-C
SECTION A-A
#4@18"
#4@12"
2'-6"
#4L@12"
#4@12"
6"
PLAN
6"
CLR. 3"
3"
CLR.
3" CLR.
34"
1
3
4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND
PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH
RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED
AFTER GALVANIZING.
4% 4%
CLR.
3"
BAR
#4 HOOP
PIPE
CONCRETE
METAL OR
F
LAP
12"
#4@12" O.C.
O.C.
#4@12"
CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.
GENERAL NOTES
1.
2.
3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6"
AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.
HAVE A MINIMUM 2" CLEARANCE.
REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL
#4 DIAGONAL
(TYP.)
SECTION B-B
B
B
SECTION LINE A-A (ARROWS
A A POINT IN DIRECTION SECTION
OPP. OPPOSITE
CLR. CLEARANCE
ABBREVIATIONS
MINIMUM
MAXIMUM
ON CENTER
DIAMETER
TYPICAL
WIDTH OF CONCRETE OPENING
WIDTH OF PLATE
NUMBER
@ AT
#
Wp
Wo
TYP.
DIA.
O.C.
MAX.
LEGEND
INV. INVERT WQ WATER QUALITY
ELEV. ELEVATION
6"
6"
Ls LENGTH OF STRUCTURE
Ws WIDTH OF STRUCTURE
3/8"x6" THREADED BOLT
TO FASTEN GRATE DOWN
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
TO GRATE, WITH
(TYP. OPP. SIDE)
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
1/4" PLATE, WELDED
C C
A
A
NOT TO SCALE
306 RAIN GARDEN OUTLET STRUCTURE
C603
INV. EL = 4897.11
FG EL. = 4898.92
EL. = 4899.92
EL. = 4900.92
TRASH RACK
51"x51" GRATING
(3/8" ROUND OR
TWISTED CROSS
BARS AT 3" O.C.,
WELDED TO 1"x3/8"
BEARING BARS AT
2 1/2" O.C.)
Storm Line
Pipe
Diameter
(ft)
Riprap
Type
Length
of
Riprap
(ft)
Width
of
Riprap
(ft)
2*d50,
Depth
of
Riprap
(ft)
Storm Line
B 2.50 Type L
10.00 11.00 1.5
Storm Line
C 1.25 Type L 5.00 5.00 1.5
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
���.�������������������.���
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
207 3/4" STANDARD INTERIOR METER SETTING
C601
ALL JUNCTION BOXES MUST BE INSTALLED NO MORE THAN 96 INCHES ABOVE THE FLOOR AND HAVE OPEN
PROVIDE CLEAR AND UNOBSTRUCTED 2 FT. BY 2 FT. MINIMUM ACCESS TO THE COPPERHORN AND SHUTOFF
(IF REQUIRED BY PLUMBING CODE)
PRESSURE REDUCING VALVE
METERS SHALL NOT BE INSTALLED IN CRAWL SPACES.
JUNCTION BOXES SHALL NOT BE INSTALLED IN ATTICS OR CRAWL SPACES.
A SECURE SUPPORT IS REQUIRED FOR COPPERHORNS.
COPPERHORNS WILL BE INSTALLED SO THAT METERS ARE IN A HORIZONTAL POSITION.
5.
7.
6.
4.
3.
2.
GENERAL NOTES:
1.
STANDARD 2 IN. DEEP RECESSED
(SUGGESTED METHOD)
FOR WATER SERVICE LINES
SUPPORT OR BRACING REQUIRED
WATER SERVICE
TO INLET AND OUTLET OF COPPERHORN
SHUT-OFF VALVES WITH HANDLES ATTACHED
(VERTICAL INSTALLATION RECOMMENDED)
AND 48 IN. TO 66 IN. ABOVE FINAL GRADE
MOUNT WITHIN 4 FT. OF ELECTRIC METER
ELECTRIC BOX (SEE NOTES 2 & 3)
1/2 IN. OR LARGER ELECTRICAL
CONDUIT (SEE NOTE 2)
(SEE NOTE 4)
COPPERHORN
3 IN. MIN. FROM WALL
NOT TO SCALE
48 IN. MAX. FROM
BASEMENT FLOOR
SAME SIDE AS THE ELECTRIC METER AND TERMINATED WITHIN 6 INCHES OF THE COPPERHORN. NO FLEXIBLE
ELECTRICAL CONDUIT WILL BE 1/2 INCH OR LARGER ELECTRICAL METALLIC TUBING ONLY, INSTALLED IN
CONFORMANCE WITH ARTICLES 347 AND 348 OF THE CURRENT NATIONAL ELECTRIC CODE. CONDUIT MAY
NOT EXTEND MORE THAN 75 FEET BETWEEN JUNCTION BOXES. CONDUIT WILL BE CONNECTED TO A RECESSED
EXTERIOR ELECTRICAL BOX MOUNTED WITHIN 1 FOOT OF THE FRONT CORNER OF THE STRUCTURE ON THE
VALVES.
PVC CONDUIT ALLOWED.
ACCESS.
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 INTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 14
4/11/11
6-18-2010
FINAL GRADE OF LID 1/2 INCH
ABOVE FINAL GRADE
REFER TO SECTION 02646
METER SETTER
W/DUAL CHECK ASSEMBLY
{GENERAL NOTES:
1. Meter Pits are to be installed at center of lot unless otherwise approved by the District.
Meter Pits shall not be located in areas subject to traffic of pedestrian walkways.
2. No landscaping (trees, shrubs, boulders, etc.) is to be within 5 feet of meter pit.
3. Ground surrounding meter pit shall slope away from lid.
4. No plumbing connections are to be made in meter pit.
5. Lawn sprinkler connections are to be at least 5 feet from meter pit on the outlet side.
6. Irrigation systems require an isolation valve downstream of the pit, minimum of 5 feet.
7. Valves to be operated by District personnel only, with exception to the irrigation isolation
valves. }
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
206 TYPICAL CURB STOP INSTALLATION
C601
NOT TO SCALE
CURB STOP
CURB, GUTTER AND
SIDEWALK
PAVEMENT
WATER MAIN
CURB BOX
1 FT.
DISTANCE VARIES
PROPERTY OR EASEMENT LINE
RIGHT OF WAY
CORPORATION STOP
STAINLESS
STEEL INNER
OPERATING ROD
REFER TO SECTION 02646
COMPRESSION
STYLE FITTINGS
TYPE "K" COPPER
SCALE: NTS
TYPICAL CURB STOP INSTALLATION
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
54 INCH MIN.
66 INCH MAX.
30"
45�
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
*
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
REQUIREMENTS (DIP & PVC)
WATER MAIN BEDDING
TITLE OF DRAWING
DETAIL
REVISED DATE:
01/16/04
1
PIPE
SIZE
BENDS TEE OR
DEAD
11 1/4� 22 1/2� 45� 90� END
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
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
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
TITLE OF DRAWING
STANDARD CONCRETE
THRUST BLOCKS
REVISED DATE:
DETAIL
01/16/04
2
installation site.
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
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
TITLE OF DRAWING
FIRE HYDRANT INSTALLATION
REVISED DATE:
DETAIL
7/27/05
3
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. PIP 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)
45� BENDS
18 IN.
MIN.
D L (ft)
STREET GRADE
7'
10'
5'
3'
L(ft)
WATER MAIN
PROPOSED
(TYP.)
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
WATER (970) FIELD 221-OPERATIONS 6700
TITLE OF DRAWING
WATER MAIN LOWERING
REVISED DATE:
DETAIL
01/16/04
4-A
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
NOT TO SCALE
204
C601
TYPICAL METER PIT INSTALLATION
TYPICAL SANITARY SEWER SERVICE CONNECTION
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
12-15-2010
5 FT. MIN. DEPTH
VARIABLE
24 IN. MIN.
48 IN. MAX.
FINISHED GRADE
16 IN. MAX.
CONCRETE ADJUSTMENT SHIMS
ASTM C-478 ECCENTRIC CONE
ASTM C-478 MANHOLE SECTIONS
28 IN. 24 MAX. IN.
MANHOLE RUNGS
12 IN. O.C.
SEE TABLE
6 IN.
12 IN.
2 IN.
8 IN. MIN.
POURED INVERT
8 IN. MIN.
6 IN.
2 IN. MIN.
ALTERNATE BASE
SLOPE
1 IN./FT.
18 IN.
MAX.
PRE-FORMED PLASTIC GASKET
SLOPE
1 IN./FT.
PRECAST MANHOLE BASE
PRE-FORMED GASKET
MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
15 IN. OR LESS
18 IN. TO 30 IN.
OVER 30 INCHES
48 IN.
60 IN.
PIPE SIZE MIN. 72 MANHOLE IN.
DIAMETER
SCALE: NTS
TYPICAL MANHOLE
SOUTH FORT COLLINS SANITATION DISTRICT
OFFICE (970) 226-3104 FAX (970) 226-0186
APPROVED:
DATE:
CAST-IN-PLACE CONCRETE BASE
HINGED DUCTILE IRON RING/COVER
12-15-2010
TYPICAL MANHOLE
NOT TO SCALE
102
C600
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
{D = RE: STRUCTURAL}
{TOP WAT/FIRE =
RE: PLAN}
{12" MIN.}
{5' (TYP.)
SEE NOTE}
{NOTE: SITE CONTRACTOR TO END SEWER,
WATER, AND FIRE SERVICES 5' AWAY
FROM ALL BUILDINGS (TYP.). BUILDING
PLUMBING CONTRACTOR SHALL BE
RESPONSIBLE FOR EXTENDING UTILITIES
FROM THIS POINT OF CONNECTION TO
RISERS UNDER SLAB.}
{SS INV =
RE: PLAN}
{5.5' MIN.}
{FF ELEV =
RE: PLAN}
SERVICE CLEANOUT REQUIREMENTS
2.
3.
1.
SLOPE TO MATCH
SRV. GRADE AS REQ'D
TRAFFIC/PAVED AREAS
NTS
6" PVC
PIPE
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF SEWER LINE
COUPLING
SRV. PIPE
4"-45
ELBOW
45 6"WYE x6"x4"
VARIES
COMPACTED GRANULAR
4" PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
MATERIAL
PVC SLIP
VALVE BOX AND COVER W/
"SEWER" CAST INTO COVER
SCREW-ON WATER
TIGHT PLUG
4.
2'x2'x6" DEEP
CONCRETE COLLAR
SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO BUILDING CONNECTION, AT ALL BEND COMBINATIONS GREATER THAN 45 AND AT A MAXIMUM SPACING OF 100'. NO SINGLE BEND GREATER
THAN 45 SHALL BE ALLOWED.
CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
FERNCO OR CAULDER COUPLINGS SHALL NOT BE ALLOWED AT SPLICES, UNLESS EXIST. SEWER SERVICE IS CLAY.
CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN
ELBOW COMPACTED GRANULAR
45 WYE
4"-45
6"x6"x4"
SRV. GRADE AS REQ'D
w/ BELL
CUT SRV. TO MATE PIPE
VARIES
PIPE
6" PVC
FLOW
SLOPE TO MATCH
MATERIAL
TOP OF ELBOW
BEDDING ZONE TO
FROM BOTTOM OF
& FITTINGS (TYP.)
4" PVC SDR 35 PIPE
OVER CLEANOUT
PVC COUPLING SLIP
OF SEWER LINE
CONTINUATION
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
6"
MIN.
NOT TO SCALE
104
C600
TRENCH POINT OF CONNECTION
SANITARY SEWER CLEANOUT
NOT TO SCALE
103
C600
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
006
C502
ROCK SOCK
NOT TO SCALE
007
C502
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
12"
12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL
COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM
OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL
JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH
FOR THE ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
{3/4}" 0-15
MATCHES SPECIFICATIONS FOR {3/NO. 8}4 COARSE " AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES
WATTLE INSTALLATION
NOT TO SCALE
WATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
WATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%CURB INLET WATTLE PROTECTION SETUP%
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{PERVIOUS INSTALLATION}
{IMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
CONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
CURBSIDE CHECKDAMS SETUP
005
C502
SWALE WATTLE DIKE
NOT TO SCALE
ENTRENCH 3"
POINT A
SECTION A-A
POINTS A MUST BE HIGHER THAN POINT B
PLAN VIEW
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
WATTLE DIKE
{DITCH INSTALLATION}
A A
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND
MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES
1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS
ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
WD
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES
ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE.
STA %OR%
OR
(10" MIN. DIA.)
009
C502
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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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INLET PROTECTION - AREA INLET IN SUMP
Urban Drainage and Figure C5-21
Flood Control District
Drainage Criteria Manual (V.3)
AREA INLET - PLAN
SECTION A ROCK FILTER JOINT DETAIL
INLET PROTECTION CONTINUED
1-1/2" CRUSHED
ROCK ENCLOSED
IN WIRE MESH
FILTERED
RUNOFF
AREA INLET
10' MIN.
2" IN SOIL
0" ON PAVEMENT
12" 12"
ANY GAP AT JOINT SHALL BE FILLED
WITH 1 1/2" CRUSHED ROCK AND
WRAPPED WITH ADDITIONAL WIRE
MESH SECURED TO ENDS OF ROCK
REINFORCED BERM
SEE JOINT DETAIL,
THIS SHEET
A
AREA INLET
(TYPE C SHOWN)
REINFORCED ROCK
BERM SEE SB DETAIL
5. REINFORCED ROCK BERM SHALL BE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED USING JOINT DETAIL.
ON ENDS OF BERM.
4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6-INCH CENTERS ALONG ALL JOINTS AND AT 2-INCH CENTERS
"CHICKEN WIRE"). ROLL WIDTH SHALL BE 48-INCHES.
3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1.0 INCH (COMMONLY TERMED
MINUS). RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN IN CDOT SECT. 703-2, #4 aggregate (1-1/2"
INLET PROTECTION AFTER INLET CONSTRUCTION OF AFTER PAVEMENT SHALL BE INSTALLED WITHIN
48 HOUR AFTER INLET CONSTRUCTION OR PAVING IS COMPLETED.
1.
INLET PROTECTION INSTALLATION NOTES
INLET PROTECTION MAINTENANCE NOTES
OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION.
4. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, DRILL SEEDED AND CRIMP MULCHED, OR
JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS.
3. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED, UNLESS THE LOCAL
INCHES OF THE CREST.
2. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS WITHIN 2-1/2
NECESSARY. INSPECT MORE FREQUENTLY DURING WINTER CONDITIONS DUE TO FREEZE/THAW PROBLEMS. REPAIRS AS NEEDED.
1. THE SWMP MANAGER SHALL INSPECT INLET PROTECTION WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT AS
DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY
NOT TO SCALE
008
C502
AREA INLET PROTECTION
IP
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
2-10
70-100
35-50
24
9
33
6
42
18
70-100 30
TABLE II
GRADATION FOR GRANULAR BEDDING
U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A
SIEVE SIZE
3 INCHES
1 1/2 INCHES
3/4 INCHES
3/8 INCHES
#4
#16
#50
#100
#200
PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES
--
--
--
100
95-100
45-80
10-30
2-10
0-2
90-100
--
20-90
--
0-20
--
--
--
0-3
VL(d = 6IN.),
L(d = 9 IN.)
M(d = 12 IN.)
H(d = 18 IN.)
TABLE III
THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES
COURSE-GRAINED SOILS**
4
4
6
6
6
6
8
8
50
50
50
50
TYPE II
50
SEE TABLE III
2'
2d 50
2d
SEE TABLE III
50
TYPE II BEDDING
RIPRAP
FLARED END SECTION (TYP.)
GRANULAR BEDDING
RIPRAP
TYPE II BEDDING
TYPE I BEDDING
GRANULAR BEDDING
CONCRETE CUTOFF WALL
RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL}
RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL}
* MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE
OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP
STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II
BEDDING AT DROP STRUCTURES IS ACCEPTABLE.
12" MIN.
COMPACT BACKFILL
TO 95% STANDARD
PROCTOR
STAPLES
FABRIC
SOIL
STAPLES
FABRIC
RIPRAP
{FILTER FABRIC PLACEMENT AND LAP DETAIL}
{LAP DETAIL}
FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75%
RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED
WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP.
FINISHED GRADE
DESIGN RIPRAP GRADE
PLACEMENT OF ROCK IN TOP LAYER WILL
REQUIRE DISTURBANCE OF FIRST LAYER
SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL
VOID FROM FINISHED SURFACE TO NATIVE SOIL.
D 50% D MAXIMUM
THICKNESS OF
FIRST LIFT
PLACEMENT OF TOP LIFT WILL
REQUIRE ADJUSTMENT OF FIRST LIFT
41D
0" MIN
6" MAX
3" TYP
MEASUREMENT ON SLOPE
PERPENDICULAR TO SLOPE
SEE NOTE 3 BELOW.
GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING
SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP.
FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE
STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS
AS INDICATED ON PLANNING PLANS.
4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP.
{TYPICAL PLANTED RIPRAP PLACEMENT}
FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS
AN ALTERNATIVE TO A TWO LAYER FILTER.
FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE
GEOTEXTILES - SECTION 712.
FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA
MANUAL, VOLUME 1, FOR RIPRAP SIZING.
FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE
URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN
WIDTH.
COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT.
FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS.
{GENERAL NOTES:}
1.
2.
3.
4.
{PLANTED RIPRAP NOTES:}
1.
2.
3.
{FILTER FABRIC NOTES:}
1.
2. RP
OPTIONAL UNDERDRAIN
004
C501
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA
NOT TO SCALE
CWA
003
C501
MANHOLE
ROCK BERM SHALL
CURB INLET 2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%SECTION A-A
A
A
%PLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%SECTION B-B
%PLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
2' 3'
4'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
BMP WIDTH VARIES BMP WIDTH VARIES
BMP WIDTH VARIES BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
NOT TO SCALE
CIP
001
C501
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{SILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN.
4" MIN.
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
SILT FENCE
NOT TO SCALE
SF SF
002
C501
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
RP
IP
IP IP
CIP
SF SF SF SF
SF
SF SF SF
SF
SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
BLDG 1
(MIRRORED)
BLDG C
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
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
LADY MOON DRIVE
(84' ROW)
POOL
PRECISION DRIVE
(51' ROW)
CINQUEFOIL LANE
(76' ROW)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
C500
(STATIC SITE PLAN)
EROSION CONTROL PLAN A. Reese
A. Boese
1"=50'
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
BENCHMARK
BENCHMARK #1:
City of Fort Collins Benchmark 7-01
Elevation= 4911.33
BENCHMARK #2:
City of Fort Collins Benchmark 7-07
Elevation= 4875.97
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY
AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF
BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY,
STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING
AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR
PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE
PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL
OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS
FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT,
ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL
WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH
VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM
UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING
THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS
ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION
FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION
SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100)
FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE
WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL
SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR
DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA
THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH
THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN
WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS
WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER
MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT
EROSION.
16. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
EROSION CONTROL NOTES:
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. TOTAL DISTURBED AREA = 10.5 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE "FINAL DRAINAGE AND EROSION CONTROL REPORT FOR
TERRA VIDA II APARTMENTS" BY NORTHERN ENGINEERING, DATED
NOVEMBER 27, 2013FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
NORTH
( IN FEET )
1 inch = ft.
0 Feet
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
CURB INLET PROTECTION
WATTLE DIKE
VEHICLE TRACKING CONTROL PAD
SILT FENCE SF
RIP RAP
AREA INLET PROTECTION
SEDIMENT BASIN
CONCRETE WASHOUT
SF
VTC
WD
CIP
IP
RP
SB
CWA
ROCK SOCK RS
RAIN GARDEN
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
TABLE OF CONSTRUCTION SEQUENCE AND
BMP APPLICATION
Project: TERRA VIDA II APARTMENTS
CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV
G������ (I������ O������)
Overlot
P������� I�����������
Stormwater
C������� I�����������
Site Walls
Building Structure
M������������
Hardscape Amenities
BEST MANAGEMENT PRACTICES
T��������
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Bales, Wattles, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
P��������
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
GRATE=4906.56
AD POOL 6
INV. IN=4900.36 (W)
INV. OUT=4900.36 (E)
GRATE=4906.56
AD POOL 7
INV. OUT=4900.50 (E)
GRATE=4906.52
20.49 LF 6" PVC @ 0.50%
26.96 LF 6" PVC @ 0.50%
27.51 LF 6" PVC @ 0.50%
23.96 LF 6" PVC @ 0.50%
25.54 LF 6" PVC @ 0.50%
24.55 LF 6" PVC @ 0.50%
25.50 LF 6" PVC @ 0.50%
17.50 LF 6" PVC @ 0.50%
32.25 LF 6" PVC @ 0.50%
19.97 LF 6" PVC @ 0.50%
31.25 LF 6" PVC @ 0.50%
9.59 LF 6" PVC @ 0.50%
43.46 LF 6" PVC @ 0.50%
5.66 LF 6" PVC @ 0.50%
INLET B1-1
INV. IN=4899.58 (N)
INV. IN=4899.57 (N)
INV. OUT=4899.37 (S)
GRATE=4902.52
AD POOL 5-1
INV. OUT=4900.33 (S)
GRATE=4906.52
18.64 LF 6" PVC @ 0.50%
AD POOL 1-1
INV. OUT=4899.84 (S)
GRATE=4906.58
22.20 LF 6" PVC @ 0.50%
22.20 LF 6" PVC @ 0.50%
SWIMMING POOL
HOT
TUB
FIRE PIT
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED INFLOW CURB & GUTTER
GB=GRADE BREAK
WLK=SIDEWALK
GRT=GRATE
EXPOSED FOUNDATION
BURIED FOUNDATION
POOL=POOL DECK
BOW=BOTTOM OF WALL
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
C405
DETAILED POOL DECK GRADING PLAN
A. Reese
A. Boese
1"=10'
C405
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GF=4.46
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.96
GF=4.46
GF=4.46
GF=4.46
GF=4.46
GF=4.46
GF=4.46
GF=4.46
GF=4.46
GF=4.46
GF=4.46
FFE=5.69
FFE=6.78
FFE=6.78
FFE=6.17
STORM DRAIN B1
SEE SHEET C331
STORM DRAIN C
SEE SHEET C331
PUBLIC 4.5' SIDEWALK
POOL DECK
SEE SHEET C405
FOR DETAILED
POOL DECK
GRADING
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED INFLOW CURB & GUTTER
GB=GRADE BREAK
WLK=SIDEWALK
GRT=GRATE
EXPOSED FOUNDATION
BURIED FOUNDATION
POOL=POOL DECK
BOW=BOTTOM OF WALL
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
C404
DETAILED GRADING PLAN
A. Reese
A. Boese
1"=20'
C401 C402
C403 C404
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
MATCHLINE-SEE SHEET C402
MATCHLINE-SEE SHEET C403
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GF=6.37 GF=5.87
GF=6.37 GF=5.87
GF=6.37 GF=5.87
GF=6.37 GF=5.87
GF=6.37 GF=5.87
GF=6.37 GF=5.87
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.25
GF=6.25
GF=6.25
GF=6.25
GF=6.25
GF=6.25
GF=6.25
GF=5.75
GF=6.25 GF=5.75
GF=6.25 GF=5.75
GF=6.25 GF=5.75
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=5.87 GF=5.37
GF=5.37 GF=5.37
GF=5.37 GF=5.37
GF=5.18
GF=5.18
GF=5.18
GF=5.18
GF=5.18
GF=5.18
FFE=8.50
FFE=8.50
FFE=7.26
FFE=5.64
FFE=7.68
STORM DRAIN B
SEE SHEET C331
LADY MOON DRIVE
(84' ROW)
PRECISION DRIVE
(51' ROW)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED INFLOW CURB & GUTTER
GB=GRADE BREAK
WLK=SIDEWALK
GRT=GRATE
EXPOSED FOUNDATION
BURIED FOUNDATION
POOL=POOL DECK
BOW=BOTTOM OF WALL
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
C403
DETAILED GRADING PLAN
A. Reese
A. Boese
1"=20'
C401 C402
C403 C404
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
MATCHLINE-SEE SHEET C401
MATCHLINE-SEE SHEET C404
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GF=4.88
GF=4.88
GF=5.38
GF=5.38
GF=4.88
GF=4.88
GF=4.96 GF=4.96
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=5.60
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.45
GF=4.45
GF=4.45
GF=4.45
GF=4.45
GF=4.45
GF=4.45
GF=4.45
GF=4.45
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
GF=4.95
FFE=6.85
FFE=7.16
FFE=8.70
STORM DRAIN A
SEE SHEET C330
CINQUEFOIL LANE
(76' ROW)
5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED INFLOW CURB & GUTTER
GB=GRADE BREAK
WLK=SIDEWALK
GRT=GRATE
EXPOSED FOUNDATION
BURIED FOUNDATION
POOL=POOL DECK
BOW=BOTTOM OF WALL
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
C402
DETAILED GRADING PLAN
A. Reese
A. Boese
1"=20'
C401 C402
C403 C404
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.
MATCHLINE-SEE SHEET C404 R
MATCHLINE-SEE SHEET C401
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GF=7.52
GF=7.52
GF=7.52
GF=7.52
GF=7.66
GF=7.66
GF=7.66
GF=7.66
GF=7.66
GF=7.66
GF=8.24
GF=8.24
GF=8.24
GF=8.24
GF=8.24
GF=8.24
GF=8.24
GF=7.75
GF=7.75
GF=7.75
GF=7.25
GF=7.25
GF=7.25
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.75
GF=6.25
GF=6.25
GF=6.25
GF=6.75 GF=6.25
FFE=9.03
FFE=8.50
FFE=8.70
STORM DRAIN A
SEE SHEET C330
EXISTING 6' PUBLIC SIDEWALK
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED INFLOW CURB & GUTTER
GB=GRADE BREAK
WLK=SIDEWALK
GRT=GRATE
EXPOSED FOUNDATION
BURIED FOUNDATION
POOL=POOL DECK
BOW=BOTTOM OF WALL
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE-SEE SHEET C403
MATCHLINE-SEE SHEET C402
C401
DETAILED GRADING PLAN
A. Reese
A. Boese
1"=20'
C401 C402
C403 C404
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
FINISHED GRADE DIRT
2" THICK ROCK MULCH
SEE LANDSCAPE PLANS
FOR DETAILS
8" MIN.
FINISHED GRADE @ FOUNDATION WALL
NTS
FINISHED FLOOR ELEVATION
TYPICAL GARAGE
2' VARIES - 10'-13' SEE PLANS
TRANSITION AT GARAGE DOOR SLOPE VARIES (2.0% / 28.0%)
VARIES 2.0% / 5.0%
(GRADE SHOWN IN PLAN VIEW)
DRIVE AISLE TYP. SECTION @ GARAGE STEP
NTS
AREA DRAIN GRATE ELEVATION
NTS
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED.
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
G1
LADY MOON DRIVE
(84' ROW)
CINQUEFOIL LANE
(76' ROW)
BLDG 1
FFE=9.03
BLDG 2
FFE=8.70
BLDG 3
FFE=7.16
BLDG 4
FFE=6.85
BLDG 5
FFE=8.50
BLDG 6
FFE=7.68
BLDG 7
FFE=6.17
BLDG 8
FFE=5.69
CLUBHOUSE &
COMMUNITY CENTER
FFE=6.78
POOL DECK
FFE=6.67
BLDG 9
FFE=7.26
BLDG 10
FFE=5.64
GARAGE G2
FFE=7.52
FFE=
7.75
FFE=
8.24
GARAGE G3
FFE=7.52
FFE=6.52
GARAGE G4
FFE=7.66
GARAGE G5
FFE=5.60
GARAGE G6
FFE=5.60
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=4.12
GARAGE G19
FFE=3.75
GARAGE G18
FFE=5.18
FFE=5.80 FFE=5.30
FFE=
5.87
FFE=
5.37
FFE=
5.37
FFE=
5.37
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' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
EXISTING PUBLIC 6' SIDEWALK
RAINGARDEN
RAINGARDEN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
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)
C400
GRADING PLAN
A. Reese
N. Whitcomb
1"=40'
PROPOSED 18" VERTICAL CURB & GUTTER
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
G13
GARAGE
G19
GARAGE
G20
CLUB HOUSE &
COMMUNITY
CENTER
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
POOL
STORM DRAIN B1
SEE SHEET C331
STORM DRAIN C
SEE SHEET C331
STORM DRAIN B
SEE SHEET C331
AD B8-3
GRATE 4904.57
INV. OUT 4901.95 (S)
AD B8-2
GRATE 4904.30
INV. IN 4901.71 (N)
INV. OUT 4901.71 (S)
AD B8-1
GRATE 4903.75
INV. IN 4901.41 (N)
INV. OUT 4901.41 (W)
HEADWALL B8
INV. IN 4901.29 (E)
23.92 LF
8" PVC
@ 0.50%
59.98 LF
8" PVC
@ 0.50%
48.00 LF
8" PVC
@ 0.50%
AD B1-1.6
GRATE 4904.95
INV. OUT 4901.11 (N)
AD B1-1.2-1
GRATE 4904.84
INV. OUT 4900.43 (E)
AD B1-1.5
GRATE 4904.61
INV. IN 4900.78 (S)
INV. OUT 4900.78 (N)
AD B1-1.1
GRATE 4904.49
INV. IN 4900.00 (N)
INV. OUT 4900.00 (S)
AD B1-1.2
GRATE 4904.25
INV. IN 4900.28 (N)
INV. IN 4900.28 (W)
INV. OUT 4900.28 (S)
AD B2-1
GRATE 4903.90
INV. OUT 4900.18 (N)
INLET B1-1
GRATE 4902.52
INV. IN 4899.58 (N)
INV. IN 4899.57 (N)
INV. OUT 4899.37 (S)
TEE B2
GRATE 4901.48
INV. IN 4899.68 (W)
INV. IN 4899.92 (S)
BEND B1-1.4
GRATE 4901.44
INV. IN 4900.72 (S)
INV. OUT 4900.72 (W)
BEND B1-1.3
GRATE 4901.06
INV. IN 4900.34 (E)
INV. OUT 4900.34 (S)
50.57 LF
12" PVC
@ 0.50%
82.91 LF
12" PVC
@ 0.50%
56.73 LF
12" PVC
@ 0.50%
11.77 LF
12" PVC
@ 0.50%
75.00 LF
12" PVC
@ 0.50%
11.83 LF
12" PVC
@ 0.50%
66.67 LF
12" PVC
@ 0.50%
30.00 LF
12" PVC
@ 0.50%
CO B4
GRATE 4906.68
INV. OUT 4896.67 (E)
CO B3
GRATE 4905.96
INV. IN 4896.66 (W)
INV. OUT 4896.66 (S)
CO B2
GRATE 4903.52
INV. IN 4896.40 (N)
INV. OUT 4896.40 (SE)
EXMH
GRATE 4903.20
INV. IN 4897.07 (N)
OUTLET
GRATE 4901.13
INV. IN 4896.07 (NW)
INV. IN 4897.10 (NE)
INV. IN 4897.34 (W)
INV. OUT 4897.10 (S)
CO A2
GRATE 4899.31
INV. OUT 4897.52 (W)
CO B1
GRATE 4899.07
INV. IN 4896.24 (NW)
CO C1 INV. OUT 4896.24 (SE)
GRATE 4898.97
INV. OUT 4897.52 (E)
CO A1
GRATE 4898.93
INV. IN 4897.16 (E)
INV. OUT 4897.16 (SW)
6.26 LF
30" RCP
@ 0.50%
33.78 LF
8" PVC
@ 0.50%
32.74 LF
6" PVC
@ 0.50%
51.51 LF
6" PVC
@ 0.50%
3.58 LF
6" PVC
@ 0.50%
11.99 LF
6" PVC
@ 0.50%
7
2
.
06 L
F
6
"
P
V
C
@
0
.
5
0
%
35.70 LF
6" PVC
@ 0.50%
AD A1-1
GRATE 4904.40
INV. OUT 4899.09 (N)
34.02 LF
12" PVC
@ 0.50%
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE-SEE SHEET C341
MATCHLINE-SEE SHEET C342
C343
AREA DRAIN PLAN
A. Reese
A. Boese
1"=20'
T
S
A
O P L
N Y
PROPOSED AREA DRAIN
A S T
O P L
Y L
N
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.AREA DRAINS SHALL BE PROCURED BY A DESIGN-BUILD CONTRACT. AS SUCH,
THESE PLANS SERVE AS A GUIDELINE ONLY. INSTALLER SHALL BE RESPONSIBLE
FOR ENSURING AREA DRAIN SYSTEM IS DESIGNED AND BUILT CORRECTLY.
3.ALL BENDS AND FITTINGS SHOWN ARE SCHEMATIC ONLY, AND ARE NOT TO
SCALE. INSTALLATION MAY REQUIRE DIFFERENT AND/OR ADDITIONAL BENDS,
CLEAN-OUTS OR SIMILAR FITTINGS IN ORDER TO FUNCTION CORRECTLY.
4.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF STRUCTURES AND
MAJOR JUNCTIONS.
5.AREA DRAIN GRATES SHALL BE DOMED, LIGHT-DUTY, 8" MINIMUM DIAMETER,
DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
6.AREA DRAIN RISERS, DROP INLETS, DRAIN BASINS, CLEAN-OUTS AND OTHER
JUNCTION STRUCTURES NECESSARY FOR COMPLETION OF THIS SYSTEM CAN BE
CUSTOM MANUFACTURED PVC, IF DESIRED.
7.DRAIN PIPE SHALL BE SMOOTH WALL, RIGID PVC, SDR-35 OR EQUAL.
8.ALL PRODUCTS AND MATERIALS TO BE USED FOR AREA DRAIN SYSTEM SHALL
BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO BIDDING.
9.ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE ELASTOMERIC
SEALS (GASKETS) OR MECHANICAL JOINT WRAPS (PER ASTM F477 OR ASTM
D3212).
10.ALL TRENCHING, BEDDING, BACKFILLING, AND COMPACTION REQUIREMENTS
SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS, OR CITY STANDARDS,
WHICHEVER IS STRICTEST.
11.GRATE ELEVATIONS DEPICTED REPRESENT TOP OF {FINISHED GRADE}
ABOVE AREA DRAINS. CONTRACTOR IS RESPONSIBLE FOR SETTING DRAIN
ELEVATIONS CORRECTLY, AND FOR COMPENSATING FOR ANY DIFFERENCES IN
DOME HEIGHTS, COBBLE DEPTHS, ETC.
12.CONNECTIONS TO CONCRETE STORM STRUCTURES AND SIDES OF RCP
STORM MAINS SHALL BE MADE BY CORE-DRILLING AND USING WATERTIGHT
'INSERTA TEE'{�,} OR APPROVED EQUAL, SERVICE CONNECTION ASSEMBLY.
13.ALL AREA DRAIN CONNECTIONS TO RCP STORM MAINS, DOWNSPOUT
LATERALS, AND OTHER PIPING RUNNING UNDER FUTURE PAVEMENT SHALL BE
INSTALLED WITH MAIN LINE RCP STORM SEWER AND STUBBED PAST THE FUTURE
CURB LINE TO THE NEAREST DRAIN BASIN OR CLEAN-OUT.
14.ALL AREA DRAIN GRATES, DRAIN BASIN LIDS, CLEAN-OUT COVERS, AND
SIMILAR SURFACE APPURTENANCES �, SHALL BE CAREFULLY COORDINATED WITH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
EXISTING STORM SEWER
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
PROPERTY BOUNDARY
8" SS
8" W
PROPOSED DOWN SPOUTS
PROPOSED AREA DRAIN PIPE w/ DRAIN
RAIN GARDEN
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
C340 C341
C342 C343
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
D
U
C
T
I
L
E
I
R
O
N
-
D
O
N
O
T
P
O
L
L
U
T
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
E
N
Y
L
O
P
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N
-
D
O
N
O
T
P
O
L
L
U
T
D
R
A
I
N
S
T
O
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TYPICAL JUNCTION - PLAN VIEW
INLINE JUNCTION - PROFILE VIEW
AREA DRAIN GRATE ELEVATION
NTS
TYPICAL
DOWNSPOUT
(RE: ARCH.)
DOWNSPOUT OVERFLOW
(RE: ARCH.)
DOWNSPOUT CONNECTOR BOOT
(MANUFACTURER SPECIFICATIONS)
6" DOWNSPOUT DRAIN PIPE, CONNECT
TO PVC RISER
(EXTEND RISER 18" MIN. ABOVE
FINAL SUB-GRADE)
NOTE:
1.SITE CONTRACTOR TO PROVIDE 6" PVC RISER FROM
DRAIN LATERALS TO DOWNSPOUT CONNECTION PRIOR TO
PAVING
2.CONFIRM FINAL LOCATIONS w ARCHITECT PRIOR TO
CONSTRUCTION
DOWNSPOUT CONNECTIONS
NTS
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. MODIFIED RAIN GARDEN DETAIL
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED.
NTS
PARALLEL TO BUILDINGS
PERPENDICULAR TO BUILDINGS
FILTER TRENCH SECTION
PERPENDICULAR TO BUILDINGS
5' MIN. BUILDING TO {} 5' MIN. BUILDING TO {}
MODIFIED RAIN GARDEN DETAILS
NTS
G11
GARAGE
G17
GARAGE
G18
LADY MOON DRIVE
(84' ROW)
POOL
PRECISION DRIVE
(51' ROW)
CLUB HOUSE &
COMMUNITY
CENTER
STORM DRAIN B
SEE SHEET C331
AD B9-9.3
GRATE 4907.41
INV. OUT 4905.08 (N)
AD B9-7
GRATE 4906.85
INV. IN 4903.63 (N)
INV. OUT 4903.63 (S)
AD B9-6
GRATE 4906.83
INV. IN 4903.25 (N)
INV. OUT 4903.25 (S)
AD B9-1
GRATE 4906.56
INV. IN 4901.88 (S)
INV. IN 4901.88 (N)
INV. OUT 4901.88 (E)
AD 5-2
GRATE 4906.19
INV. OUT 4901.37 (S)
AD B9-1.1
GRATE 4906.08
INV. OUT 4902.00 (S)
AD 5-1
GRATE 4906.01
INV. IN 4901.14 (N)
INV. OUT 4901.14 (S)
AD B9-5.1
GRATE 4905.96
INV. OUT 4903.52 (W)
AD B9-4
GRATE 4905.65
INV. IN 4902.80 (N)
INV. OUT 4902.80 (S)
AD B9-2
GRATE 4905.62
INV. IN 4902.08 (W)
INV. OUT 4902.08 (N)
AD B9-3
GRATE 4905.59
INV. IN 4902.46 (N)
INV. OUT 4902.46 (E)
AD B9-5
GRATE 4905.59
INV. IN 4903.15 (N)
INV. IN 4903.15 (E)
INV. OUT 4903.15 (S)
AD B4-1
GRATE 4905.40
INV. IN 4900.70 (N)
INV. OUT 4900.70 (S)
INLET B9
GRATE 4905.23
INV. IN 4901.75 (W)
INV. OUT 4901.75 (E)
AD B4-2
GRATE 4905.23
INV. IN 4900.93 (N)
INV. OUT 4900.93 (S)
AD B3-2
GRATE 4904.55
INV. IN 4900.67 (W)
INV. OUT 4900.67 (E)
AD B3-4
GRATE 4904.52
INV. IN 4900.86 (S)
INV. OUT 4900.86 (N)
AD B3-1
GRATE 4904.41
INV. IN 4900.37 (W)
INV. OUT 4900.37 (N)
AD B3-5
GRATE 4904.30
INV. OUT 4901.11 (N)
TEE B5
GRATE 4902.19
INV. IN 4900.39 (W)
INV. IN 4900.64 (N)
INV. OUT 4900.39 (E)
BEND B3-3
GRATE 4901.84
INV. IN 4900.76 (S)
INV. OUT 4900.76 (E)
TEE B4
GRATE 4901.80
INV. IN 4900.00 (W)
INV. IN 4900.25 (N)
INV. OUT 4900.00 (E)
TEE B3
GRATE 4901.78
INV. IN 4899.97 (W)
INV. IN 4900.22 (S)
INV. OUT 4899.97 (E)
25.50 LF
12" PVC
@ 0.50%
41.00 LF
12" PVC
@ 0.50%
75.00 LF
12" PVC
@ 0.50%
68.50 LF
12" PVC
@ 0.50%
69.50 LF
12" PVC
@ 0.50%
20.00 LF
12" PVC
@ 0.50%
75.82 LF
12" PVC
@ 0.50%
23.50 LF
12" PVC
@ 0.50%
75.00 LF
12" PVC
@ 0.50%
48.00 LF
12" PVC
@ 0.50%
100.00 LF
12" PVC
@ 0.50%
46.53 LF
12" PVC
@ 0.50%
90.43 LF
12" PVC
@ 0.50%
45.58 LF
12" PVC
@ 0.50%
31.17 LF
12" PVC
@ 0.50%
28.50 LF
12" PVC
@ 0.50%
61.50 LF
12" PVC
@ 0.50%
17.00 LF
12" PVC
@ 0.50%
19.69 LF
12" PVC
@ 0.50%
50.31 LF
12" PVC
@ 0.50%
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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11/27/13
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NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE-SEE SHEET C340
MATCHLINE-SEE SHEET C343
C342
AREA DRAIN PLAN
A. Reese
A. Boese
1"=20'
T
S
A
O P L
N Y
PROPOSED AREA DRAIN
A S T
O P L
Y L
N
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.AREA DRAINS SHALL BE PROCURED BY A DESIGN-BUILD CONTRACT. AS SUCH,
THESE PLANS SERVE AS A GUIDELINE ONLY. INSTALLER SHALL BE RESPONSIBLE
FOR ENSURING AREA DRAIN SYSTEM IS DESIGNED AND BUILT CORRECTLY.
3.ALL BENDS AND FITTINGS SHOWN ARE SCHEMATIC ONLY, AND ARE NOT TO
SCALE. INSTALLATION MAY REQUIRE DIFFERENT AND/OR ADDITIONAL BENDS,
CLEAN-OUTS OR SIMILAR FITTINGS IN ORDER TO FUNCTION CORRECTLY.
4.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF STRUCTURES AND
MAJOR JUNCTIONS.
5.AREA DRAIN GRATES SHALL BE DOMED, LIGHT-DUTY, 8" MINIMUM DIAMETER,
DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
6.AREA DRAIN RISERS, DROP INLETS, DRAIN BASINS, CLEAN-OUTS AND OTHER
JUNCTION STRUCTURES NECESSARY FOR COMPLETION OF THIS SYSTEM CAN BE
CUSTOM MANUFACTURED PVC, IF DESIRED.
7.DRAIN PIPE SHALL BE SMOOTH WALL, RIGID PVC, SDR-35 OR EQUAL.
8.ALL PRODUCTS AND MATERIALS TO BE USED FOR AREA DRAIN SYSTEM SHALL
BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO BIDDING.
9.ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE ELASTOMERIC
SEALS (GASKETS) OR MECHANICAL JOINT WRAPS (PER ASTM F477 OR ASTM
D3212).
10.ALL TRENCHING, BEDDING, BACKFILLING, AND COMPACTION REQUIREMENTS
SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS, OR CITY STANDARDS,
WHICHEVER IS STRICTEST.
11.GRATE ELEVATIONS DEPICTED REPRESENT TOP OF {FINISHED GRADE}
ABOVE AREA DRAINS. CONTRACTOR IS RESPONSIBLE FOR SETTING DRAIN
ELEVATIONS CORRECTLY, AND FOR COMPENSATING FOR ANY DIFFERENCES IN
DOME HEIGHTS, COBBLE DEPTHS, ETC.
12.CONNECTIONS TO CONCRETE STORM STRUCTURES AND SIDES OF RCP
STORM MAINS SHALL BE MADE BY CORE-DRILLING AND USING WATERTIGHT
'INSERTA TEE'{�,} OR APPROVED EQUAL, SERVICE CONNECTION ASSEMBLY.
13.ALL AREA DRAIN CONNECTIONS TO RCP STORM MAINS, DOWNSPOUT
LATERALS, AND OTHER PIPING RUNNING UNDER FUTURE PAVEMENT SHALL BE
INSTALLED WITH MAIN LINE RCP STORM SEWER AND STUBBED PAST THE FUTURE
CURB LINE TO THE NEAREST DRAIN BASIN OR CLEAN-OUT.
14.ALL AREA DRAIN GRATES, DRAIN BASIN LIDS, CLEAN-OUT COVERS, AND
SIMILAR SURFACE APPURTENANCES �, SHALL BE CAREFULLY COORDINATED WITH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
EXISTING STORM SEWER
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
PROPERTY BOUNDARY
8" SS
8" W
PROPOSED DOWN SPOUTS
PROPOSED AREA DRAIN PIPE w/ DRAIN
RAIN GARDEN
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
C340 C341
C342 C343
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
D
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L
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TYPICAL JUNCTION - PLAN VIEW
INLINE JUNCTION - PROFILE VIEW
AREA DRAIN GRATE ELEVATION
NTS
TYPICAL
DOWNSPOUT
(RE: ARCH.)
DOWNSPOUT OVERFLOW
(RE: ARCH.)
DOWNSPOUT CONNECTOR BOOT
(MANUFACTURER SPECIFICATIONS)
6" DOWNSPOUT DRAIN PIPE, CONNECT
TO PVC RISER
(EXTEND RISER 18" MIN. ABOVE
FINAL SUB-GRADE)
NOTE:
1.SITE CONTRACTOR TO PROVIDE 6" PVC RISER FROM
DRAIN LATERALS TO DOWNSPOUT CONNECTION PRIOR TO
PAVING
2.CONFIRM FINAL LOCATIONS w ARCHITECT PRIOR TO
CONSTRUCTION
DOWNSPOUT CONNECTIONS
NTS
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. MODIFIED RAIN GARDEN DETAIL
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED.
NTS
PARALLEL TO BUILDINGS
PERPENDICULAR TO BUILDINGS
FILTER TRENCH SECTION
PERPENDICULAR TO BUILDINGS
5' MIN. BUILDING TO {} 5' MIN. BUILDING TO {}
MODIFIED RAIN GARDEN DETAILS
NTS
AD A3-3
GRATE 4905.68
INV. IN 4900.26 (N)
INV. OUT 4900.26 (S)
AD A3-2
GRATE 4904.75
INV. IN 4899.93 (N)
INV. OUT 4899.93 (W)
BEND A3-1
GRATE 4900.48
INV. IN 4899.76 (E)
INV. OUT 4899.76 (S)
TEE A3
GRATE 4901.10
INV. IN 4898.72 (W)
INV. IN 4899.22 (N)
INV. OUT 4898.72 (E)
107.92 LF
12" PVC
@ 0.50%
33.50 LF
12" PVC
@ 0.50%
66.08 LF
12" PVC
@ 0.50%
48.00 LF
12" PVC
@ 0.50%
STORM DRAIN A
SEE SHEET C330
BEND B1-1.4
GRATE 4901.44
INV. IN 4900.72 (S)
INV. OUT 4900.72 (W)
BEND B1-1.3
GRATE 4901.06
INV. IN 4900.34 (E)
INV. OUT 4900.34 (S)
75.00 LF
12" PVC
@ 0.50%
34.02 LF
12" PVC
@ 0.50%
AD A6-6
GRATE 4905.67
INV. OUT 4903.47 (W)
29.00 LF 12" PVC @ 0.50%
AD A6-5
GRATE 4905.64
INV. IN 4903.33 (E)
INV. OUT 4903.33 (W)
96.00 LF 12" PVC @ 0.50%
AD A6-4
GRATE 4906.12
INV. IN 4902.85 (E)
INV. OUT 4902.85 (SW)
36.31 LF 12" PVC @ 0.50%
AD A6-3
GRATE 4905.90
INV. IN 4902.67 (NE)
INV. IN 4902.67 (S)
INV. OUT 4902.67 (W)
73.50 LF 12" PVC @ 0.50%
75.00 LF 12" PVC @ 0.50%
AD A6-3.1
GRATE 4905.99
INV. OUT 4903.04 (N)
AD A6-2
GRATE 4905.61
INV. IN 4902.29 (E)
INV. OUT 4902.29 (S)
138.00 LF 12" PVC @ 0.50%
75.00 LF 12" PVC @ 0.50%
AD A6-1
GRATE 4905.49
INV. IN 4901.60 (N)
INV. IN 4901.60 (E)
INV. OUT 4901.60 (S)
88.00 LF 12" PVC @ 0.50%
AD A6-1.1
GRATE 4905.49
INV. OUT 4901.98 (W)
TEE A6
GRATE 4902.72
INV. IN 4900.91 (W)
INV. IN 4901.16 (N)
INV. OUT 4900.91 (E)
TEE A7
GRATE 4903.18
INV. IN 4901.37 (W)
INV. IN 4901.62 (N)
INV. OUT 4901.37 (E)
162.57 LF 8" PVC @ 0.50%
AD A7-1
GRATE 4907.40
INV. IN 4902.44 (W)
75.00 LF INV. OUT 4902.44 (S)
8" PVC
@ 0.50%
TEE A1
GRATE 4900.79
INV. IN 4898.42 (W)
INV. IN 4898.92 (S)
INV. OUT 4898.42 (E)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE-SEE SHEET C343
MATCHLINE-SEE SHEET C340
C341
AREA DRAIN PLAN
A. Reese
A. Boese
1"=20'
T
S
A
O P L
N Y
PROPOSED AREA DRAIN
A S T
O P L
Y L
N
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.AREA DRAINS SHALL BE PROCURED BY A DESIGN-BUILD CONTRACT. AS SUCH,
THESE PLANS SERVE AS A GUIDELINE ONLY. INSTALLER SHALL BE RESPONSIBLE
FOR ENSURING AREA DRAIN SYSTEM IS DESIGNED AND BUILT CORRECTLY.
3.ALL BENDS AND FITTINGS SHOWN ARE SCHEMATIC ONLY, AND ARE NOT TO
SCALE. INSTALLATION MAY REQUIRE DIFFERENT AND/OR ADDITIONAL BENDS,
CLEAN-OUTS OR SIMILAR FITTINGS IN ORDER TO FUNCTION CORRECTLY.
4.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF STRUCTURES AND
MAJOR JUNCTIONS.
5.AREA DRAIN GRATES SHALL BE DOMED, LIGHT-DUTY, 8" MINIMUM DIAMETER,
DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
6.AREA DRAIN RISERS, DROP INLETS, DRAIN BASINS, CLEAN-OUTS AND OTHER
JUNCTION STRUCTURES NECESSARY FOR COMPLETION OF THIS SYSTEM CAN BE
CUSTOM MANUFACTURED PVC, IF DESIRED.
7.DRAIN PIPE SHALL BE SMOOTH WALL, RIGID PVC, SDR-35 OR EQUAL.
8.ALL PRODUCTS AND MATERIALS TO BE USED FOR AREA DRAIN SYSTEM SHALL
BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO BIDDING.
9.ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE ELASTOMERIC
SEALS (GASKETS) OR MECHANICAL JOINT WRAPS (PER ASTM F477 OR ASTM
D3212).
10.ALL TRENCHING, BEDDING, BACKFILLING, AND COMPACTION REQUIREMENTS
SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS, OR CITY STANDARDS,
WHICHEVER IS STRICTEST.
11.GRATE ELEVATIONS DEPICTED REPRESENT TOP OF {FINISHED GRADE}
ABOVE AREA DRAINS. CONTRACTOR IS RESPONSIBLE FOR SETTING DRAIN
ELEVATIONS CORRECTLY, AND FOR COMPENSATING FOR ANY DIFFERENCES IN
DOME HEIGHTS, COBBLE DEPTHS, ETC.
12.CONNECTIONS TO CONCRETE STORM STRUCTURES AND SIDES OF RCP
STORM MAINS SHALL BE MADE BY CORE-DRILLING AND USING WATERTIGHT
'INSERTA TEE'{�,} OR APPROVED EQUAL, SERVICE CONNECTION ASSEMBLY.
13.ALL AREA DRAIN CONNECTIONS TO RCP STORM MAINS, DOWNSPOUT
LATERALS, AND OTHER PIPING RUNNING UNDER FUTURE PAVEMENT SHALL BE
INSTALLED WITH MAIN LINE RCP STORM SEWER AND STUBBED PAST THE FUTURE
CURB LINE TO THE NEAREST DRAIN BASIN OR CLEAN-OUT.
14.ALL AREA DRAIN GRATES, DRAIN BASIN LIDS, CLEAN-OUT COVERS, AND
SIMILAR SURFACE APPURTENANCES �, SHALL BE CAREFULLY COORDINATED WITH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
EXISTING STORM SEWER
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
PROPERTY BOUNDARY
8" SS
8" W
PROPOSED DOWN SPOUTS
PROPOSED AREA DRAIN PIPE w/ DRAIN
RAIN GARDEN
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
C340 C341
C342 C343
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
D
U
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TYPICAL JUNCTION - PLAN VIEW
INLINE JUNCTION - PROFILE VIEW
AREA DRAIN GRATE ELEVATION
NTS
TYPICAL
DOWNSPOUT
(RE: ARCH.)
DOWNSPOUT OVERFLOW
(RE: ARCH.)
DOWNSPOUT CONNECTOR BOOT
(MANUFACTURER SPECIFICATIONS)
6" DOWNSPOUT DRAIN PIPE, CONNECT
TO PVC RISER
(EXTEND RISER 18" MIN. ABOVE
FINAL SUB-GRADE)
NOTE:
1.SITE CONTRACTOR TO PROVIDE 6" PVC RISER FROM
DRAIN LATERALS TO DOWNSPOUT CONNECTION PRIOR TO
PAVING
2.CONFIRM FINAL LOCATIONS w ARCHITECT PRIOR TO
CONSTRUCTION
DOWNSPOUT CONNECTIONS
NTS
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. MODIFIED RAIN GARDEN DETAIL
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED.
NTS
PARALLEL TO BUILDINGS
PERPENDICULAR TO BUILDINGS
FILTER TRENCH SECTION
PERPENDICULAR TO BUILDINGS
5' MIN. BUILDING TO {} 5' MIN. BUILDING TO {}
MODIFIED RAIN GARDEN DETAILS
NTS
HC
TF
TF
TF
F
S
S
S
F
S
FDC
FDC
W
W
W
W
BLDG 1
(MIRRORED) BLDG C
BLDG 5
GARAGE
G1
GARAGE
G2
GARAGE
G3
GARAGE
G4
LE FEVER DRIVE
(76' ROW)
LADY MOON DRIVE
(84' ROW)
AD A9-2
GRATE 4907.57
INV. OUT 4902.56 (S)
AD A10-1
GRATE 4907.54
INV. IN 4903.14 (W)
INV. OUT 4903.14 (S)
AD A10-2
GRATE 4907.04
INV. OUT 4903.39 (E)
AD A9-1
GRATE 4907.03
INV. IN 4902.26 (N)
INV. OUT 4902.26 (S)
TEE A12
GRATE 4904.51
INV. IN 4902.70 (W)
INV. IN 4902.95 (N)
INV. OUT 4902.70 (E)
TEE A9
GRATE 4903.67
INV. IN 4901.86 (W)
INV. IN 4902.11 (N)
INV. OUT 4901.86 (E)
47.06 LF
18" RCP
@ 0.65%
28.93 LF
8" PVC
@ 0.50%
61.08 LF
8" PVC
@ 0.50%
38.20 LF
8" PVC
@ 0.50%
49.56 LF
8" PVC
@ 0.50%
STORM DRAIN A
SEE SHEET C330
AD B9-10
GRATE 4907.93
INV. IN 4904.61 (E)
INV. IN 4904.61 (W)
INV. OUT 4904.61 (S)
AD B9-12
GRATE 4907.67
INV. IN 4905.34 (W)
INV. OUT 4905.34 (S)
TEE B9-9
GRATE 4905.60
INV. IN 4904.51 (N)
INV. IN 4904.51 (S)
INV. OUT 4904.51 (W)
AD B9-11
GRATE 4907.48
INV. IN 4904.97 (N)
INV. OUT 4904.97 (W)
AD B9-13
GRATE 4907.42
INV. OUT 4905.69 (E)
AD B9-9.2
GRATE 4907.41
INV. IN 4904.84 (S)
INV. OUT 4904.84 (N)
AD B9-9.1
GRATE 4907.41
INV. IN 4904.60 (S)
INV. OUT 4904.60 (N)
AD B9-10.1
GRATE 4907.36
INV. OUT 4904.95 (E)
AD B9-8
GRATE 4906.83
INV. IN 4904.14 (E)
INV. OUT 4904.14 (S)
AD 5-2
GRATE 4906.19
INV. OUT 4901.37 (S)
AD B4-4
GRATE 4905.81
INV. OUT 4901.28 (W)
AD B4-3
GRATE 4905.73
INV. IN 4901.09 (E)
INV. OUT 4901.09 (S)
102.18 LF
12" PVC
@ 0.50%
75.00 LF
12" PVC
@ 0.50%
20.00 LF
12" PVC
@ 0.50%
71.40 LF
12" PVC
@ 0.50%
75.00 LF
12" PVC
@ 0.50%
69.00 LF
12" PVC
@ 0.50%
66.60 LF
12" PVC
@ 0.50%
17.00 LF
12" PVC
@ 0.50%
47.98 LF
12" PVC
@ 0.50%
48.00 LF
12" PVC
@ 0.50%
31.17 LF
12" PVC
@ 0.50%
38.25 LF
12" PVC
@ 0.50%
75.00 LF
8" PVC
@ 0.50%
AD A7-2
GRATE 4907.40
INV. OUT 4902.81 (E)
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
MODIFIED RAIN GARDEN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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REVIEW SET
11/27/13
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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NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
MATCHLINE-SEE SHEET C342
MATCHLINE-SEE SHEET C341
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TYPICAL JUNCTION - PLAN VIEW
INLINE JUNCTION - PROFILE VIEW
AREA DRAIN GRATE ELEVATION
NTS
TYPICAL
DOWNSPOUT
(RE: ARCH.)
DOWNSPOUT OVERFLOW
(RE: ARCH.)
DOWNSPOUT CONNECTOR BOOT
(MANUFACTURER SPECIFICATIONS)
6" DOWNSPOUT DRAIN PIPE, CONNECT
TO PVC RISER
(EXTEND RISER 18" MIN. ABOVE
FINAL SUB-GRADE)
NOTE:
1.SITE CONTRACTOR TO PROVIDE 6" PVC RISER FROM
DRAIN LATERALS TO DOWNSPOUT CONNECTION PRIOR TO
PAVING
2.CONFIRM FINAL LOCATIONS w ARCHITECT PRIOR TO
CONSTRUCTION
DOWNSPOUT CONNECTIONS
NTS
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. C340
AREA DRAIN PLAN
A. Reese
A. Boese
1"=20'
T
S
A
O P L
N Y
PROPOSED AREA DRAIN
A S T
O P L
Y L
N
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.AREA DRAINS SHALL BE PROCURED BY A DESIGN-BUILD CONTRACT. AS SUCH,
THESE PLANS SERVE AS A GUIDELINE ONLY. INSTALLER SHALL BE RESPONSIBLE
FOR ENSURING AREA DRAIN SYSTEM IS DESIGNED AND BUILT CORRECTLY.
3.ALL BENDS AND FITTINGS SHOWN ARE SCHEMATIC ONLY, AND ARE NOT TO
SCALE. INSTALLATION MAY REQUIRE DIFFERENT AND/OR ADDITIONAL BENDS,
CLEAN-OUTS OR SIMILAR FITTINGS IN ORDER TO FUNCTION CORRECTLY.
4.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF STRUCTURES AND
MAJOR JUNCTIONS.
5.AREA DRAIN GRATES SHALL BE DOMED, LIGHT-DUTY, 8" MINIMUM DIAMETER,
DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
6.AREA DRAIN RISERS, DROP INLETS, DRAIN BASINS, CLEAN-OUTS AND OTHER
JUNCTION STRUCTURES NECESSARY FOR COMPLETION OF THIS SYSTEM CAN BE
CUSTOM MANUFACTURED PVC, IF DESIRED.
7.DRAIN PIPE SHALL BE SMOOTH WALL, RIGID PVC, SDR-35 OR EQUAL.
8.ALL PRODUCTS AND MATERIALS TO BE USED FOR AREA DRAIN SYSTEM SHALL
BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO BIDDING.
9.ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE ELASTOMERIC
SEALS (GASKETS) OR MECHANICAL JOINT WRAPS (PER ASTM F477 OR ASTM
D3212).
10.ALL TRENCHING, BEDDING, BACKFILLING, AND COMPACTION REQUIREMENTS
SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS, OR CITY STANDARDS,
WHICHEVER IS STRICTEST.
11.GRATE ELEVATIONS DEPICTED REPRESENT TOP OF {FINISHED GRADE}
ABOVE AREA DRAINS. CONTRACTOR IS RESPONSIBLE FOR SETTING DRAIN
ELEVATIONS CORRECTLY, AND FOR COMPENSATING FOR ANY DIFFERENCES IN
DOME HEIGHTS, COBBLE DEPTHS, ETC.
12.CONNECTIONS TO CONCRETE STORM STRUCTURES AND SIDES OF RCP
STORM MAINS SHALL BE MADE BY CORE-DRILLING AND USING WATERTIGHT
'INSERTA TEE'{�,} OR APPROVED EQUAL, SERVICE CONNECTION ASSEMBLY.
13.ALL AREA DRAIN CONNECTIONS TO RCP STORM MAINS, DOWNSPOUT
LATERALS, AND OTHER PIPING RUNNING UNDER FUTURE PAVEMENT SHALL BE
INSTALLED WITH MAIN LINE RCP STORM SEWER AND STUBBED PAST THE FUTURE
CURB LINE TO THE NEAREST DRAIN BASIN OR CLEAN-OUT.
14.ALL AREA DRAIN GRATES, DRAIN BASIN LIDS, CLEAN-OUT COVERS, AND
SIMILAR SURFACE APPURTENANCES �, SHALL BE CAREFULLY COORDINATED WITH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
EXISTING STORM SEWER
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
PROPERTY BOUNDARY
8" SS
8" W
PROPOSED DOWN SPOUTS
PROPOSED AREA DRAIN PIPE w/ DRAIN
RAIN GARDEN
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
C340 C341
C342 C343
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. MODIFIED RAIN GARDEN DETAIL
NTS
PARALLEL TO BUILDINGS
PERPENDICULAR TO BUILDINGS
FILTER TRENCH SECTION
PERPENDICULAR TO BUILDINGS
5' MIN. BUILDING TO {} 5' MIN. BUILDING TO {}
MODIFIED RAIN GARDEN DETAILS
NTS
G16
GARAGE
G12
GARAGE
G11
GARAGE
G17
GARAGE
G18
GARAGE
G19
CLUB HOUSE &
COMMUNITY CENTER
PRECISION DRIVE
(51' ROW)
38.14 LF
30" RCP
@ 0.50%
56.00 LF
18" RCP
@ 0.50%
59.00 LF
18" RCP
@ 0.50%
85.00 LF
18" RCP
@ 0.50%
72.00 LF
18" RCP
@ 0.50%
77.70 LF
18" RCP
@ 0.50%
5.44 LF
18" RCP
@ 0.50%
59.50 LF
18" RCP
@ 0.50%
84.40 LF
18" RCP
@ 0.50%
SANITARY LINE A
SEE SHEET C310
WATER LINE A
SEE SHEET C320
WATER LINE B
SEE SHEET C321
WATER LINE C
SEE SHEET C322
SANITARY LINE A2
SEE SHEET C311
STORM DRAIN A
SEE SHEET C330
STORM DRAIN B1
SEE SHEET C331
STORM DRAIN C
SEE SHEET C331
WATER LINE A
SEE SHEET C320
STMH B6
STA 13+37.18
N: 105897.24
E: 213475.24
INLET B9
STA 15+37.18
N: 105837.38
E: 213332.80
INLET B8
STA 14+52.18
N: 105839.67
E: 213417.77
INLET B7
STA 13+93.18
N: 105841.26
E: 213476.75
INLET B1
STA 10+38.14
N: 105905.30
E: 213774.17
HEADWALL B
STA 10+00.00
N: 105878.28
E: 213801.09
TEE B5
STA 12+65.18
N: 105899.18
E: 213547.21
TEE B4
STA 11+87.47
N: 105901.27
E: 213624.89
TEE B2
STA 11+22.53
N: 105903.02
E: 213689.80
TEE B3
STA 11+82.03
N: 105901.42
E: 213630.33
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00
HEADWALL B
STA 10+00.00
RIM 4901.4�
INV. IN 4899.06 (NW)
INLET B1
STA 10+38.14
RIM 4902.9�
INV. IN 4899.25 (W)
INV. IN 4899.25 (N)
INV. OUT 4899.25 (SE)
STMH B6
STA 13+37.18
RIM 4905.3�
INV. IN 4900.75 (S)
INV. OUT 4900.75 (E)
INLET B7
STA 13+93.18
RIM 4904.5�
INV. IN 4901.03 (W)
INV. OUT 4901.03 (N)
INLET B8
STA 14+52.18
RIM 4904.9�
INV. IN 4901.32 (W)
INV. OUT 4901.32 (E)
INLET B9
STA 15+37.18
RIM 4905.2�
INV. IN 4901.75 (W)
INV. OUT 4901.75 (E)
TEE B5
STA 12+65.18
RIM 4902.2�
INV. IN 4900.39 (W)
INV. IN 4900.64 (N)
INV. OUT 4900.39 (E)
TEE B4
STA 11+87.47
RIM 4901.8�
INV. IN 4900.00 (W)
INV. IN 4900.25 (N)
INV. OUT 4900.00 (E)
TEE B3
STA 11+82.03
RIM 4901.8�
INV. IN 4899.97 (W)
INV. IN 4900.22 (S)
INV. OUT 4899.97 (E)
TEE B2
STA 11+22.53
RIM 4901.5�
INV. IN 4899.68 (W)
INV. IN 4899.92 (S)
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
11+00 10+00 9+50
INLET B1
STA 10+00.00
RIM 4902.9�
INV. IN 4899.25 (W)
INV. IN 4899.25 (N)
INV. OUT 4899.25 (SE)
INLET B1-1
STA 10+24.00
RIM 4902.5�
INV. IN 4899.58 (N)
INV. IN 4899.57 (N)
INV. OUT 4899.37 (S)
8" SS 8" SS
8" W 8" W
8" W
8" W
HC
TF
TF
S
F
FDC
W
UD
BLDG 7
GARAGE
G13
GARAGE
G19
CLUB HOUSE &
COMMUNITY CENTER
24.00 LF
15" RCP
@ 0.50%
STORM DRAIN B
SEE SHEET C331
INLET B1-1
STA 10+24.00
N: 105929.29
E: 213773.52
INLET B1
STA 10+00.00
N: 105905.30
E: 213774.17
SANITARY LINE A2
SEE SHEET C311
WATERLINE C
SEE SHEET C322
WATERLINE A
SEE SHEET C320
STORM DRAIN C
SEE SHEET C331
8" SS
8" SS
8" SS
8" SS 8" SS
GM
CO
8" W
8" W
8" W 8" W
8" W
HC
TF
TF
F
FDC
W
UD
BLDG 7
GARAGE
G19
PRECISION DRIVE
(51' ROW)
INLET C1
STA 10+31.28
N: 105845.73
E: 213752.68
FES C
STA 10+00.00
N: 105855.45
E: 213782.41
31.28 LF
15" RCP
@ 0.50%
WATER LINE C
SEE SHEET C322
SANITARY LINE A2
SEE SHEET C311
SANITARY LINE A
SEE SHEET C310
WATER LINE A
SEE SHEET C320
WATER LINE A
SEE SHEET C320
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
11+00 10+00 9+50
INLET C1
STA 10+31.28
RIM 4901.3�
INV. OUT 4899.13 (E)
FES C
STA 10+00.00
RIM 4900.8�
INV. IN 4898.97 (W)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION
WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS.
ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 /
D3212 FOR PLASTIC PIPE).
W
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
INLET SCHEDULE
INLET ID TYPE
A Single Combination
A2 Double Area
A5 Double Combination
A8 Single Combination
A13 Single Area
B1 Double Combination
B1-1 Double Combination
B3 Single Area
B4 Single Area
B5 Single Area
C1 Double Combination
C331
PLAN AND PROFILE
STORM DRAIN LINES B, B1 & C A. Reese
N. Whitcomb
1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTH
STORM DRAIN LINE B STORM DRAIN LINE B1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTH
STORM DRAIN LINE C
STORM
B
STORM
B1
STORM
C
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
INLET A13
STA 16+72.05
N: 106168.87
E: 213494.93
FLAT-TOP STMH A10
STA 15+13.05
N: 106123.88
E: 213607.18
INLET A8
STA 14+00.94
N: 106120.89
E: 213719.25
STMH A4
STA 12+03.07
N: 106095.36
E: 213903.06
INLET A5
STA 12+41.84
N: 106125.18
E: 213878.29
INLET A
STA 10+00.00
N: 106104.74
E: 214105.88
CONNECT TO EX. STUB
INLET A2
STA 11+04.07
N: 106098.02
E: 214002.02
BLDG 2
BLDG 3
BLDG 4
BLDG 8
BLDG 6 BLDG 7
GARAGE
G1
GARAGE
G2
GARAGE
G3
GARAGE
G8
GARAGE
G9
GARAGE
G10
GARAGE
G14
GARAGE
G13
GARAGE
G12
GARAGE
G11
G7
GARAGE
G4
CLUB HOUSE &
COMMUNITY CENTER
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
5' SIDEWALK
SANITARY LINE A
SEE SHEET C310
WATER LINE A
SEE SHEET C320
WATER LINE B
SEE SHEET C321 WATER LINE C
SEE SHEET C322
SANITARY LINE A4
SEE SHEET C312
TEE A12
INV. IN=4902.70 (W)
INV. IN=4902.95 (N)
INV. OUT=4902.70 (E)
FG=4907.25
TEE A9
INV. IN=4901.86 (W)
INV. IN=4902.11 (N)
INV. OUT=4901.86 (E)
FG=4906.33
TEE A3
INV. IN=4898.72 (W)
INV. IN=4899.22 (N)
INV. OUT=4898.72 (E)
FG=4903.72
TEE A6
INV. IN=4900.91 (W)
INV. IN=4901.16 (N)
INV. OUT=4900.91 (E)
FG=4904.67
TEE A7
INV. IN=4901.37 (W)
INV. IN=4901.62 (N)
INV. OUT=4901.37 (E)
FG=4905.18
76.56 LF
24" RCP
@ 0.90%
6.00 LF
24" RCP
@ 0.90%
38.76 LF
24" RCP
@ 0.90%
78.05 LF
18" RCP
@ 0.65%
65.05 LF
18" RCP
48.00 LF @ 0.65%
18" RCP
@ 0.65%
34.20 LF
18" RCP
@ 0.65%
47.06 LF 18" RCP @ 0.65%
76.80 LF
18" RCP
@ 0.65%
93.00 LF
24" RCP
@ 0.90%
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
STMH A11
STA 15+61.05
RIM 4906.9�
INV. IN 4902.48 (W)
INV. OUT 4902.48 (S)
INLET A13
STA 16+72.05
RIM 4906.7�
INV. OUT 4903.20 (E)
FLAT-TOP STMH A10
STA 15+13.05
RIM 4906.2�
INV. IN 4902.17 (N)
INV. OUT 4902.17 (E)
INLET A8
STA 14+00.94
RIM 4905.2�
INV. IN 4901.44 (W)
INV. OUT 4901.44 (E)
STMH A4
STA 12+03.07
RIM 4904.6�
INV. IN 4899.56 (NW)
INV. OUT 4899.56 (E)
INLET A5
STA 12+41.84
RIM 4904.1�
INV. IN 4900.41 (W)
INV. OUT 4899.91 (SE)
INLET A
STA 10+00.00
RIM 4903.7�
INV. IN 4897.73 (W)
CONNECT TO EX. STUB
INLET A2
STA 11+04.07
RIM 4903.6�
INV. IN 4898.67 (W)
INV. OUT 4898.67 (E)
TEE A9
STA 14+65.99
RIM 4903.7�
INV. IN 4901.86 (W)
INV. IN 4902.11 (N)
INV. OUT 4901.86 (E)
TEE A12
STA 15+95.25
RIM 4904.5�
INV. IN 4902.70 (W)
INV. IN 4902.95 (N)
INV. OUT 4902.70 (E)
TEE A3
STA 11+10.07
RIM 4901.1�
INV. IN 4898.72 (W)
INV. IN 4899.22 (N)
INV. OUT 4898.72 (E)
TEE A6
STA 13+19.89
RIM 4902.7�
INV. IN 4900.91 (W)
INV. IN 4901.16 (N)
INV. OUT 4900.91 (E)
TEE A7
STA 13+90.89
RIM 4903.2�
INV. IN 4901.37 (W)
INV. IN 4901.62 (N)
INV. OUT 4901.37 (E)
TEE A1
STA 10+76.56
RIM 4900.8�
INV. IN 4898.42 (W)
INV. IN 4898.92 (S)
INV. OUT 4898.42 (E)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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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PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION
WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS.
ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 /
D3212 FOR PLASTIC PIPE).
W
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
INLET SCHEDULE
INLET ID TYPE
A Single Combination
A2 Double Area
A5 Double Combination
A8 Single Combination
A13 Single Area
B1 Double Combination
B1-1 Double Combination
B3 Single Area
B4 Single Area
B5 Single Area
C1 Double Combination
C330
PLAN AND PROFILE
STORM DRAIN LINE A A. Reese
N. Whitcomb
1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
STORM
DRAIN
A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTH
STORM DRAIN LINE A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
9' UTILITY EASEMENT
CINQUEFOIL LANE
(76' ROW)
5' PUBLIC SIDEWALK
SSMH A4-1
STA 12+29.00
N: 106109.45
E: 213683.60
SSMH A4
STA 10+00.00
N: 106115.62
E: 213912.51
SERVICE (BLDG 2)
INV. OUT=4899.87 (S)
SERVICE (CLUBHOUSE)
INV. OUT=4899.78 (N)
229.00 LF 8" PVC @ 0.65%
30.05 LF
6" PVC
@ 3.00%
40.52 LF
4" PVC
@ 2.00%
SANITARY LINE A
SEE SHEET C310
STORM DRAIN A
SEE SHEET C330
WATERLINE A
SEE SHEET C330
WATERLINE B
SEE SHEET C331
STORM DRAIN B1
SEE SHEET C331
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
13+00 12+00 11+00 10+00 9+50
SSMH A4
STA 10+00.00
RIM 4904.6�
INV. IN 4896.81 (W)
INV. IN 4896.81 (N)
INV. OUT 4896.61 (S)
SSMH A4-1
STA 12+29.00
RIM 4905.7�
INV. IN 4898.97 (N)
INV. IN 4898.97 (S)
INV. OUT 4898.30 (E)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
C312
PLAN AND PROFILE
SANITARY SEWER LINE A4 A. Reese
N. Whitcomb
1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
SANITARY SEWER LINE A4
NORTH
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
EXISTING WATER MAIN
PROPOSED 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 SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRCT
(SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
}3.ALL 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.
4.ALL 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 AND UNDERDRAINS.
7.ALL MULTI-FAMILY SANITARY SEWER SERVICES TO BE 6" PVC.
8.ALL SANITARY MANHOLES TO BE 4'%%C
9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED CURB STOP & WATER METER W
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED CURB STOP & IRRIGATION METER IR
8" SS
8" W
ST
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS LINE A4
F
F
F
S
S
S
S
S
S
S
F
FDC
FDC
FDC
FDC
FDC
W
W
W
W
W
W
UD
BLDG 7
BLDG 10
BLDG 9
(MIRRORED)
BLDG 5
BLDG 6
GARAGE
G1
GARAGE
G3
GARAGE
G6
GARAGE
G15
GARAGE
G16
GARAGE
G12
GARAGE
G11
GARAGE
G17
GARAGE
G18
GARAGE
G19
CLUB HOUSE &
COMMUNITY CENTER
9' UTILITY EASEMENT
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
4.5' SIDEWALK
EXISTING 6' SIDEWALK
SSMH A2-4
STA 17+37.50
N: 106100.85
E: 213346.71
SSMH A2-3
STA 14+64.50
N: 105827.95
E: 213354.06
SSMH A2-1
STA 12+55.50
N: 105907.51
E: 213484.97
SSMH A2-2
STA 13+31.50
N: 105831.53
E: 213487.01
SSMH A2
STA 10+00.00
N: 105914.39
E: 213740.37
SERVICE (BLDG 1)
INV. OUT=4902.69 (SE)
SERVICE (BLDG 5)
INV. OUT=4902.03 (E)
SERVICE WYE (BLDG 5)
INV. IN=4900.36 (N)
INV. IN=4901.03 (W)
INV. OUT=4900.36 (S)
SERVICE (BLDG 9)
INV. OUT=4900.97 (E)
SERVICE WYE (BLDG 9)
INV. IN=4899.38 (N)
INV. IN=4900.04 (W)
INV. OUT=4899.38 (S)
SERVICE (BLDG 6)
INV. OUT=4899.38 (S)
SERVICE (BLDG 10)
INV. OUT=4898.29 (N)
SERVICE WYE (BLDG 6)
INV. IN=4897.03 (W)
INV. IN=4897.70 (N)
INV. OUT=4897.03 (E)
SERVICE WYE (BLDG 10)
INV. IN=4896.85 (W)
INV. IN=4897.52 (S)
INV. OUT=4896.85 (E)
120.35 LF 8" PVC @ 0.50%
76.00 LF 8" PVC @ 0.50%
133.00 LF 8" PVC @ 0.50%
38.50 LF
8" PVC
@ 0.55%
35.64 LF
8" PVC
@ 0.50%
38.50 LF
6" PVC
@ 2.00%
99.50 LF 8" PVC @ 0.50%
21.00 LF
4" PVC
@ 8.00%
177.54 LF 8" PVC @ 0.55%
46.50 LF
6" PVC
@ 2.00%
56.96 LF
8" PVC
@ 0.55%
50.17 LF
6" PVC
@ 2.00%
67.51 LF
6" PVC
@ 2.00%
37.00 LF 6" PVC @ 5.00%
WATER LINE B
SEE SHEET C321
WATER LINE C
SEE SHEET C322
STORM DRAIN B
SEE SHEET C331
STORM DRAIN A
SEE SHEET C330
WATER LINE A
SEE SHEET C320
SANITARY LINE A
SEE SHEET C310
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
4885
4890
4895
4900
4905
4910
4915
4920
4925
4930
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH A2
STA 10+00.00
RIM 4903.1�
INV. IN 4896.25 (W)
INV. IN 4894.54 (E)
INV. OUT 4894.34 (S)
SERVICE WYE (BLDG 6)
STA 11+56.00
RIM 4898.1�
INV. IN 4897.03 (W)
INV. IN 4897.70 (N)
INV. OUT 4897.03 (E)
SERVICE WYE (BLDG 10)
STA 11+20.35
RIM 4898.1�
INV. IN 4896.85 (W)
INV. IN 4897.52 (S)
INV. OUT 4896.85 (E)
SSMH A2-1
STA 12+55.50
RIM 4905.0�
INV. IN 4897.73 (S)
INV. OUT 4897.53 (E)
SSMH A2-2
STA 13+31.50
RIM 4904.7�
INV. IN 4898.31 (W)
INV. OUT 4898.11 (N)
SSMH A2-3
STA 14+64.50
RIM 4905.6�
INV. IN 4899.17 (N)
INV. OUT 4898.97 (E)
SSMH A2-4
STA 17+37.50
RIM 4907.0�
INV. IN 4901.34 (NW)
INV. OUT 4900.67 (S)
SERVICE WYE (BLDG 5)
STA 16+80.54
RIM 4901.6�
INV. IN 4900.36 (N)
INV. IN 4901.03 (W)
INV. OUT 4900.36 (S)
SERVICE WYE (BLDG 9)
STA 15+03.00
RIM 4900.6�
INV. IN 4899.38 (N)
INV. IN 4900.04 (W)
INV. OUT 4899.38 (S)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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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C311
PLAN AND PROFILE
SANITARY SEWER LINE A2 A. Reese
N. Whitcomb
1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
SANITARY SEWER LINE A2
NORTH
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
EXISTING WATER MAIN
PROPOSED 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 SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRCT
(SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
}3.ALL 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.
4.ALL 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 AND UNDERDRAINS.
7.ALL MULTI-FAMILY SANITARY SEWER SERVICES TO BE 6" PVC.
8.ALL SANITARY MANHOLES TO BE 4'%%C
9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED CURB STOP & WATER METER W
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED CURB STOP & IRRIGATION METER IR
8" SS
8" W
ST
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
SS LINE A2
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
106.02 LF 8" PVC @ 0.50%
37.00 LF
6" PVC
@ 2.00%
BLDG 2
BLDG 3
BLDG 7
GARAGE
G5
GARAGE
G6
GARAGE
G8
GARAGE
G9
GARAGE
GARAGE
GARAGE
G13
GARAGE
G7
GARAGE
G19
GARAGE
G20
CLUB HOUSE &
COMMUNITY CENTER
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
PRECISION DRIVE
(51' ROW)
37.00 LF
6" PVC
@ 5.00%
STORM DRAIN A
SEE SHEET C330
WATER LINE A
SEE SHEET C320
STORM DRAIN B1
SEE SHEET C331
SANITARY LINE 4
SEE SHEET C312
SSMH A5
STA 16+36.17
N: 106283.54
E: 213907.99 SSMH A4
STA 14+68.19
N: 106115.62
E: 213912.51
SSMH A3
STA 12+71.67
N: 105919.17
E: 213917.81
SSMH A2
STA 10+94.17
N: 105914.39
E: 213740.37
SSMH A1
STA 10+43.42
N: 105863.66
E: 213741.74
STUB A
STA 10+00.00
N: 105822.40
E: 213755.28
EX SSMH
STA 9+58.99
N: 105783.14
E: 213767.13
SERVICE (BLDG 3)
INV. OUT=4900.49 (E)
SERVICE (BLDG 7)
INV. OUT=4898.60 (E)
SERVICE WYE (BLDG 7)
INV. IN=4896.08 (N)
INV. IN=4896.75 (W)
INV. OUT=4896.08 (S)
4880
4885
4890
4895
4900
4905
4910
4915
4920
4925
4880
4885
4890
4895
4900
4905
4910
4915
4920
4925
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00
EX SSMH
STA 9+58.99
RIM 4901.7�
INV. IN 4889.38 (N)
STUB A
STA 10+00.00
RIM 4890.4�
INV. IN 4889.72 (N)
INV. OUT 4889.72 (S)
SSMH A1
STA 10+43.42
RIM 4902.1�
INV. IN 4890.28 (N)
INV. OUT 4890.08 (S)
SSMH A2
STA 10+94.17
RIM 4903.1�
INV. IN 4896.25 (W)
INV. IN 4894.54 (E)
INV. OUT 4894.34 (S)
SSMH A3
STA 12+71.67
RIM 4903.7�
INV. IN 4895.63 (N)
INV. OUT 4895.43 (W)
SSMH A4
STA 14+68.19
RIM 4904.6�
INV. IN 4896.81 (W)
INV. IN 4896.81 (N)
INV. OUT 4896.61 (S)
SSMH A5
STA 16+36.17
RIM 4905.6�
INV. IN 4899.75 (W)
INV. OUT 4899.08 (S)
SERVICE WYE (BLDG 7)
STA 13+62.17
RIM 4897.3�
INV. IN 4896.08 (N)
INV. IN 4896.75 (W)
INV. OUT 4896.08 (S)
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
C310
PLAN AND PROFILE
SANITARY SEWER LINE A A. Reese
N. Whitcomb
1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
SANITARY SEWER LINE A
NORTH
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
EXISTING WATER MAIN
PROPOSED 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 SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRCT
(SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
}3.ALL 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.
4.ALL 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 AND UNDERDRAINS.
7.ALL MULTI-FAMILY SANITARY SEWER SERVICES TO BE 6" PVC.
8.ALL SANITARY MANHOLES TO BE 4'%%C
9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED CURB STOP & WATER METER W
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED CURB STOP & IRRIGATION METER IR
8" SS
8" W
ST
KEYMAP
HC
HC
VAN
HC
TF
TF
TF
MAINTENANCE
MAINTENANCE
TF
MAINTENANCE
HC
MAIL
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
V.P.
V.P.
GM
GM
CO
LE FEVER DRIVE
CINQUEFOIL LANE
PRECISION DRIVE
LADY MOON DRIVE
GARAGE
GARAGE
G10
SS LINE A
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" 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
R
GM
GM
CO
12" W
8" SS
S
8" SS
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
8" W 8" W 8" W
8" W
8" W
HC
HC
VAN
HC
HC
TF
TF
TF
TF
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
S
F
F
F
F
S
S
S
S
S
S
S
S
S
F
F
S
F
FDC
FDC
FDC
FDC
FDC
FDC
FDC
F
FDC
F
FDC
F
FDC
W
W
W
W
W
W
W
W
W
W
W
UD
UD
8" W
8" 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
8" W
CTV CTV CTV 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
E/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 C
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
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
POOL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
C301
OVERALL UTILITY SLEEVE PLAN
A. Reese
N. Whitcomb
1"=40'
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:
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
EASEMENT LINE
PROPERTY BOUNDARY
TF
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
1.ALL CONDUIT TO BE SCHEDULE 40 PVC.
2.TOP OF CONDUITS TO BE PLACED A MINIMUM OF 2' BELOW FINISHED GRADE. FINAL BURY
DEPTH SHALL BE PER DRY UTILITY PROVIDER REQUIREMENTS.
3.CONTRACTOR SHALL CONTACT CITY LIGHT & POWER, COMCAST AND QWEST ABOUT THE
POSSIBILITIES OF JOINT-TRENCHING AND THE RESPECTIVE FEES AND PROCESS
ASSOCIATED THEREWITH.
4.THIS PLAN SERVES ONLY AS A GUIDE, AND DOES NOT NECESSARILY REFLECT ALL
CONDUITS THAT MAY BE REQUIRED DURING CONSTRUCTION NOR ARE CONDUITS
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
5.THE FINAL SIZE, NUMBER, AND LOCATION OF ALL CONDUITS SHALL BE DETERMINED IN
THE FIELD. CONDUITS SHALL BE CLOSELY COORDINATED WITH THE OWNER, LANDSCAPE /
IRRIGATION CONTRACTOR, AND THE RESPECTIVE DRY UTILITY PROVIDERS.
6.IRRIGATION SLEEVES DEPICTED ON IRRIGATION PLAN BY HENRY DESIGN GROUP AND
HYDOSYSTEMS-KDI SHALL SUPERSEDE CONDUITS ON THIS SHEET.
GM
EM
PROPOSED ON-SITE LIGHTS
PROPOSED ELECTRIC METER
PROPOSED GAS METER
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
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.
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 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" 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
R
R
CO
12" W
8" SS
S
8" SS
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
8" W 8" W 8" W
8" W
8" W
HC
HC
VAN
HC
HC
TF
TF
TF
TF
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
S
F
F
F
F
S
S
S
S
S
S
S
S
S
F
F
S
F
FDC
FDC
FDC
FDC
FDC
FDC
FDC
F
FDC
F
FDC
F
FDC
W
W
W
W
W
W
W
W
W
W
W
UD
UD
8" W
8" 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
8" W
CTV CTV CTV 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
E/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
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
4.5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
EXISTING 6' PUBLIC SIDEWALK
SANITARY LINE A
SEE SHEET C310
WATER LINE A
SEE SHEET C320
WATER LINE B
SEE SHEET C321
WATER LINE C
SEE SHEET C322
SANITARY LINE A2
SEE SHEET C311
SANITARY LINE A4
SEE SHEET C312
STORM DRAIN A
SEE SHEET C330
STORM DRAIN B
SEE SHEET C331
STORM DRAIN B1
SEE SHEET C331
STORM DRAIN C
SEE SHEET C331
POOL
EXISTING 20'
UTILITY EASEMENT
WATER LINE D
SEE SHEET C323
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
C300
OVERALL UTILITY PLAN
A. Reese
N. Whitcomb
1"=40'
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 VIDA 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.
12.SEE AREA DRAIN PLANS SHEETS C340-C343{ FOR DETAILED
INFORMATION ON THE AREA DRAIN DESIGN.
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
EASEMENT LINE
PROPERTY BOUNDARY
TF
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
GM
EM
PROPOSED ON-SITE LIGHTS
PROPOSED ELECTRIC METER
PROPOSED GAS METER
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
WET UTILITY SERVICE TABLE
DOMESTIC
WATER
FIRE SANITARY
SEWER
BUILDINGS 1-10
CLUBHOUSE
GARAGES
IRRIGATION
1 1/2" 4" 6"
1" 4" 4"
- - -
- - -
POOL - - 6"
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 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" 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
R
R
GM
GM
GM
CO
12" W
8" SS
S
8" SS
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
8" W 8" W 8" W
8" W
8" W
HC
HC
VAN
HC
HC
TF
TF
TF
TF
HC
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
S
F
F
F
F
S
S
S
S
S
S
S
S
S
F
F
S
F
FDC
FDC
FDC
FDC
FDC
FDC
FDC
F
FDC
F
FDC
F
FDC
W
W
W
W
W
W
W
W
W
W
W
UD
UD
30' EA, AE,
DE & UE
24' EA, AE,
DE & UE
28' AE
& DE
28' AE
30' EA, AE,
DE & UE
24' EA, AE,
DE & UE
24' EA, AE,
DE & UE
28' EA, AE
UE & DE
30' EA, AE
DE & UE
24' AE & DE
28'
AE
24' EA, AE,
DE & UE
28' AE
8' AE
8' AE
8'AE
5' AE
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
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
4.5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
EXISTING 6' PUBLIC SIDEWALK
5' AE
POOL
30' EA, AE
DE & UE
20' DE
C203
EASEMENT EXHIBIT
A. Reese
N. Whitcomb
1"=40'
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
PROPERTY BOUNDRY
EASEMENTS
DRAINAGE EASEMENT
EMERGENCY ACCESS EASEMENT
UTILITY EASEMENT
ACCESS EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROPOSED WATER MAIN
PROPOSED PROPOSED SANITARY STORM SEWER SEWER
PROPOSED FIRE HYDRANT
PROPOSED WATER METER W
ABBREVIATIONS:
AE = ACCESS EASEMENT
DE = DRAINAGE EASEMENT
UE = UTILITY EASEMENT
EA = EMERGENCY ACCESS EASEMENT
NOTES:
1.FOR EASEMENT REVIEW ONLY. NOT FOR CONSTRUCTION. REFER TO FINAL PLAT FOR MORE INFORMATION.
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
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
4-9' PARKING SPACES
C
C
C
C
C
C
C
C
C C
C
C
C
D
D
D
D
D
D
1
1
A A A
A A
A
A
A
A
A A A
A
A
B
B
2
2
2
2
2
2
C
POOL
C-9' PARKING SPACES
ENHANCED
CROSSWALK
ENHANCED
CROSSWALK
ENHANCED
CROSSWALK
5'
6'
6'
6'
6'
6'
8'
8'
6'
6' 6'
6'
6'
6'
3
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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 C BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
PROPERTY BOUNDRY
EASEMENTS
NOTES:
1.SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
2.SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT
SECTIONS.
3.PAVEMENT MARKINGS SHALL BE PER THE CITY STANDARDS AND PROJECT
SPECIFICATIONS MANUAL.
4.ALL PARKING STALLS SHALL BE 17' IN DEPTH.
5.SEE SHEETS C401-C404 FOR LIMITS OF INFLOW AND OUTFALL CURB AND GUTTER.
6.CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR 500LF OF RED PAINTED 'FIRE LANE'
CURB AND FOUR (4) 'NO PARKING/ FIRE LANE' SIGNS AND POSTS. FINAL LIMITS OF FIRE LANE
STRIPING AND SIGNAGE TO BE DETERMINED IN THE FIELD IN THE PRESENCE OF THE OWNER
AND POUDRE FIRE AUTHORITY.
PRIVATE CONCRETE FLATWORK
PROPOSED VERTICAL CURB & GUTTER
C202
PRIVATE STRIPING AND PAVING PLAN
A. Reese
N. Whitcomb
1"=40'
LIGHT DUTY PAVING
HEAVY DUTY PAVING
PROPOSED RIGHT-OF-WAY
ELECTRIC TRANSFORMER
PROPOSED FLUSH RIBBON CURB
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
STRIPING AND SIGNAGE LEGEND:
1
1.5' WIDE x 7.0' LONG PREFORMED PLASTIC
A WHITE PEDESTRIAN CROSS WALK
C
B 1.5' WIDE PREFORMED
PLASTIC WHITE STOP BAR
2
D HANDICAP MARKING AND
STRIPING PER DETAIL
TF
CROSS PAN
TYPICAL SIGN
CONCRETE BIKE PAD
RAMP
DOG WASTE STATION
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
3 "RESERVED PARKING" "VAN
ACCESSIBLE" (R7-8)
102.00'
151.35'
10.00'
13.00'
14.00'
135.00'
14.00'
1.00'
2.00'
2.00'
17.00'
14.00'
139.00'
14.00'
2.56'
1.00'
1.00'
20.00'
1.00'
3.00'
24.00'
95.00'
17.44'
14.00'
148.00'
16.00'
7.00'
3.00'
28.00'
3.00'
20.00'
42.50'
18.34'
17.76'
17.76'
18.34'
13.93'
BEARING
N01�32'36.88"W
N88�27'23.12"E
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
S01�32'36.88"E
N88�27'23.12"E
N01�32'36.88"W
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
N01�32'36.88"W
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
N01�32'36.88"W
N88�27'23.12"E
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
N01�32'36.88"W
S88�27'23.12"W
N01�32'36.88"W
S88�27'23.12"W
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
S01�32'36.88"E
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
S88�27'23.12"W
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
N88�27'23.12"E
S88�27'23.12"W
S01�32'36.88"E
S18�10'08.59"E
N18�10'08.59"W
N01�32'36.88"W
S01�32'36.88"E
LINE TABLE
LINE
L72
L73
L75
L77
L78
L79
L81
L83
L84
L85
L86
L87
L88
L89
L91
L93
L94
L95
L97
L98
L99
L101
L103
L104
L107
L108
L109
L111
L112
L113
L114
L116
L118
L119
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
LENGTH
63.00'
14.00'
3.00'
14.00'
76.00'
14.00'
42.00'
4.00'
20.10'
20.00'
8.50'
16.00'
139.00'
14.00'
8.00'
14.00'
139.00'
14.00'
17.00'
36.00'
14.00'
21.00'
20.03'
12.00'
13.71'
36.00'
14.00'
28.00'
3.00'
40.00'
4.61'
20.00'
4.61'
28.00'
2.00'
20.00'
20.10'
14.00'
115.00'
14.00'
6.00'
14.00'
126.00'
14.00'
13.93'
99.00'
14.00'
BEARING
S88�27'23.12"W
N01�32'36.88"W
S88�27'23.12"W
S01�32'36.88"E
S88�27'23.12"W
N01�32'36.88"W
S88�27'23.12"W
S01�32'36.88"E
N88�27'23.12"E
N88�27'23.12"E
S88�27'23.12"W
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
N01�32'36.88"W
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
N01�32'36.88"W
N88�27'23.12"E
S01�32'36.88"E
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
N88�27'23.12"E
N01�32'36.88"W
S88�27'23.12"W
S88�27'23.12"W
S01�32'36.88"E
N01�32'36.88"W
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
N88�27'23.12"E
N01�32'36.88"W
S88�27'23.12"W
S88�27'23.12"W
S01�32'36.88"E
S88�27'23.12"W
N01�32'36.88"W
S88�27'23.12"W
S01�32'36.88"E
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
LINE TABLE
LINE
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
L151
L152
L153
L154
L155
L156
L157
L158
L159
L160
L161
L162
L163
L164
L165
L166
L167
L168
L169
L170
L171
L172
L173
L174
L175
L176
L177
L178
LENGTH
3.00'
14.00'
18.00'
13.93'
368.00'
3.00'
14.00'
117.00'
14.00'
3.00'
6.50'
14.00'
81.00'
14.00'
15.50'
139.00'
139.00'
15.00'
15.00'
15.00'
15.00'
5.50'
4.00'
18.00'
99.00'
30.00'
28.00'
36.00'
30.00'
24.00'
43.00'
43.00'
3.00'
28.00'
3.00'
28.00'
135.00'
139.00'
20.00'
24.00'
28.00'
148.00'
14.00'
117.00'
117.00'
BEARING
S01�32'36.88"E
N88�27'23.12"E
S01�32'36.88"E
S88�27'23.12"W
N88�27'23.12"E
N01�32'36.88"W
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
N01�32'36.88"W
S88�27'23.12"W
S01�32'36.88"E
S88�27'23.12"W
N01�32'36.88"W
S88�27'23.12"W
S01�32'36.88"E
S01�32'36.88"E
S01�32'36.88"E
S01�32'36.88"E
S01�32'36.88"E
S01�32'36.88"E
N88�27'23.12"E
N01�32'36.88"W
S01�32'36.88"E
S01�32'36.88"E
S88�27'23.12"W
S88�27'23.12"W
N01�32'36.88"W
N88�27'23.12"E
S88�27'23.12"W
S01�32'36.88"E
S01�32'36.88"E
S88�27'23.12"W
S01�32'36.88"E
N88�27'23.12"E
S01�32'36.88"E
N01�32'36.88"W
N01�32'36.88"W
S88�27'23.12"W
N01�32'36.88"W
S01�32'36.88"E
N01�32'36.88"W
N88�27'23.13"E
S01�32'36.88"E
N01�32'36.88"W
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C34
C35
C37
C38
C39
C40
C41
C42
C43
C45
C46
C47
C48
C49
C50
C51
DELTA
90�00'00"
90�00'00"
90�00'00"
90�00'00"
15�26'07"
90�00'00"
90�00'00"
90�00'00"
15�26'07"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
16�37'32"
16�37'32"
84�56'16"
95�03'44"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
84�15'39"
84�15'39"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
87�08'02"
87�08'02"
73�23'54"
106�36'06"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
RADIUS
3.00'
3.00'
10.00'
20.00'
88.00'
10.00'
10.00'
20.00'
112.00'
10.00'
3.00'
3.00'
5.00'
3.00'
3.00'
10.00'
10.00'
10.00'
3.00'
10.00'
10.00'
20.00'
88.00'
112.00'
20.00'
3.00'
3.00'
3.00'
3.00'
10.00'
10.00'
10.00'
10.00'
10.00'
3.00'
3.00'
3.00'
3.00'
10.00'
10.00'
10.00'
10.00'
3.00'
3.00'
10.00'
10.00'
3.00'
LENGTH
4.71'
4.71'
15.71'
31.42'
23.71'
15.71'
15.71'
31.42'
30.17'
15.71'
4.71'
4.71'
7.85'
4.71'
4.71'
15.71'
15.71'
15.71'
4.71'
15.71'
15.71'
31.42'
25.53'
32.50'
29.65'
4.98'
4.71'
4.71'
4.71'
15.71'
14.71'
14.71'
15.71'
15.71'
4.71'
4.71'
4.71'
4.71'
15.71'
15.21'
15.21'
12.81'
5.58'
4.71'
15.71'
15.71'
4.71'
BEARING
S46�32'37"E
S43�27'23"W
S46�32'37"E
N43�27'23"E
N09�15'40"W
S46�32'37"E
S43�27'23"W
N46�32'37"W
N09�15'40"W
N43�27'23"E
N46�32'37"W
N43�27'23"E
N46�32'37"W
N43�27'23"E
N46�32'37"W
N46�32'37"W
N43�27'23"E
S43�27'23"W
S46�32'37"E
S46�32'37"E
N43�27'23"E
S43�27'23"W
S09�51'23"E
N09�51'23"W
N44�00'45"W
S45�59'15"W
N46�32'37"W
S43�27'23"W
N46�32'37"W
S43�27'23"W
S49�24'47"E
N46�19'34"E
S46�32'37"E
N43�27'23"E
N43�27'23"E
N46�32'37"W
N43�27'23"E
S46�32'37"E
N43�27'23"E
S42�01'24"W
S45�06'38"E
N54�50'40"W
N35�09'20"E
N46�32'37"W
S46�32'37"E
S43�27'23"W
N43�27'23"E
CHORD
4.24'
4.24'
14.14'
28.28'
23.64'
14.14'
14.14'
28.28'
30.08'
14.14'
4.24'
4.24'
7.07'
4.24'
4.24'
14.14'
14.14'
14.14'
4.24'
14.14'
14.14'
28.28'
25.45'
32.39'
27.01'
4.43'
4.24'
4.24'
4.24'
14.14'
13.42'
13.42'
14.14'
14.14'
4.24'
4.24'
4.24'
4.24'
14.14'
13.78'
13.78'
11.95'
4.81'
4.24'
14.14'
14.14'
4.24'
CURVE TABLE
CURVE
C52
C54
C55
C57
C58
C62
C64
C68
C69
C70
C74
C76
C80
C81
C83
C85
C89
C91
C93
C97
C99
C101
DELTA
90�00'00"
90�00'00"
84�15'39"
84�15'39"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
84�56'16"
95�03'44"
90�00'00"
90�00'00"
95�03'44"
84�56'16"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
RADIUS
10.00'
10.00'
10.00'
10.00'
3.00'
3.00'
3.00'
3.00'
20.00'
3.00'
3.00'
3.00'
3.00'
20.00'
20.00'
3.00'
3.00'
20.00'
3.00'
3.00'
10.00'
10.00'
LENGTH
15.71'
15.71'
14.71'
14.71'
4.71'
4.71'
4.71'
4.71'
29.65'
4.98'
4.71'
4.71'
4.98'
29.65'
31.42'
4.71'
4.71'
31.42'
4.71'
4.71'
15.71'
15.71'
BEARING
N46�32'37"W
S43�27'23"W
N49�24'47"W
S46�19'34"W
S43�27'23"W
N46�32'37"W
S43�27'23"W
N46�32'37"W
S45�59'15"W
S44�00'45"E
S43�27'23"W
S46�32'37"E
S40�55'31"W
S49�04'29"E
N43�27'23"E
N46�32'37"W
N43�27'23"E
N46�32'37"W
S43�27'23"W
N46�32'37"W
N46�32'37"W
S43�27'23"W
CHORD
14.14'
14.14'
13.42'
13.42'
4.24'
4.24'
4.24'
4.24'
27.01'
4.43'
4.24'
4.24'
4.43'
27.01'
28.28'
4.24'
4.24'
28.28'
4.24'
4.24'
14.14'
14.14'
POINT TABLE
POINT #
1
2
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
DESC.
BLDG 9
BLDG 9
BLDG 5
BLDG 5
BLDG 1
BLDG 1
GARAGE G2
GARAGE G2
GARAGE G4
GARAGE G4
BLDG 2
BLDG 2
GARAGE G3
GARAGE G3
GARAGE G15
GARAGE G15
GARAGE G11
GARAGE G11
GARAGE G12
GARAGE G12
GARAGE G16
GARAGE G16
GARAGE G18
GARAGE G18
BLDG 6
BLDG 6
GARAGE G17
GARAGE G17
CLUB HOUSE
CLUB HOUSE
BLDG 10
BLDG 10
GARAGE G19
GARAGE G19
GARAGE G20
GARAGE G20
BLDG 7
BLDG 7
GARAGE G13
GARAGE G13
GARAGE G9
GARAGE G9
GARAGE G8
GARAGE G8
GARAGE G6
GARAGE G6
GARAGE G5
NORTHING
105928.5264
105800.5729
105958.5156
106126.4546
106154.9191
106158.3670
106181.5171
106184.7496
106190.5828
106250.5610
106276.7968
106148.8432
106153.1905
106156.4499
105850.2121
105951.1755
106067.1334
105966.1700
106080.0390
105969.0792
105863.1177
105954.0847
105883.9186
105823.9403
106063.2547
105935.3012
105815.6184
105819.7936
106065.5444
106049.7542
105865.9515
105869.3995
105906.2910
105908.5806
105908.9578
105911.3821
106071.9824
105944.0288
106085.6481
105954.6957
106128.6325
106219.5995
106234.5941
106304.5687
106153.2013
106155.3563
106181.1912
EASTING
213299.8317
213303.2797
213299.0236
213294.4982
213237.1106
213365.0641
213444.5694
213564.5258
213595.3799
213593.7637
213655.0792
213658.5272
213432.8282
213553.7843
213363.4644
213360.7437
213357.6190
213360.3397
213465.3105
213468.3005
213471.1558
213468.7045
213500.6062
213502.2224
213547.7925
213551.2405
213341.8884
213496.8322
213632.7622
213772.2376
213557.7553
213685.7089
213811.1162
213896.0854
213910.0803
214000.0476
213871.6749
213875.1229
213933.3292
213936.8580
213932.1709
213929.7196
213929.3155
213927.4299
213804.4627
213884.4337
213803.7085
POINT TABLE
POINT #
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
DESC.
GARAGE G5
BLDG 3
BLDG 3
GARAGE G7
GARAGE G7
BLDG 4
BLDG 4
GARAGE G14
GARAGE G14
GARAGE G10
GARAGE G10
BLDG 8
BLDG 8
GARAGE G1
GARAGE G1
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
NORTHING
106183.2653
106217.9294
106345.8830
106348.7981
106351.3571
106380.8156
106212.8766
106154.1916
106156.6429
106184.6327
106182.0737
106060.9317
105892.9927
106122.1913
106227.1532
105833.5384
105857.7949
105880.9158
105886.5211
105873.7473
105880.7585
105861.2339
105856.8423
105831.9793
105935.9836
105937.9829
105939.8415
105934.8259
105935.4884
105940.5419
105941.8349
106134.7725
106144.7689
105800.2140
105800.4792
105828.6179
105833.5920
106084.6814
106094.6779
106329.8158
106333.8249
EASTING
213880.6805
213867.7421
213864.2941
213898.2279
213993.1934
214026.9122
214031.4376
214010.5108
214101.4778
214100.7236
214005.7580
214035.5321
214040.0575
213396.1499
213393.3215
213789.2026
213781.6822
213803.5897
214012.2609
214012.6254
213796.5526
213778.0527
213776.7737
213784.4519
213632.2515
213632.1976
213701.1711
213701.3063
213727.2979
213727.1617
213775.1457
213231.9592
213231.6914
213532.3738
213542.3702
213767.9173
213783.1245
214103.8568
214103.5890
213768.6525
213784.1421
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
���.�������������������.���
C201
LINE, CURVE, AND POINT TABLES
HORIZONTAL CONTROL 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
IF({Profile Curve Start Station}={High Point Station},-.006,IF({Profile Curve End Station}={High Point Station},-.006,-.32/12))
{NOTE: BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS WITH ARCHITECT PRIOR TO STAKING.}
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
PROPERTY BOUNDRY
EASEMENTS
PROPOSED VERTICAL CURB & GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED INFLOW CURB & GUTTER
XX
LXX
CXX
BUILDING CORNER REFERENCE
LINE GEOMETRY REFERENCE
CURVE GEOMETRY REFERENCE
{BENCHMARK #1:
City of Fort Collins Benchmark 7-01
Elevation= 4911.33
BENCHMARK #2:
City of Fort Collins Benchmark 7-07
Elevation= 4875.97
Basis of Bearings
West line of the Northeast Quarter of said Section 4 as bearing North 0132'05" West.}
PROJECT BENCHMARKS:
{1.SEE SHEET C201 FOR LINE, CURVE, AND POINT DATA.
2.SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
3.SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING SITE CONCRETE CURBS AND
PAVEMENT SECTIONS}
NOTES
RAMPS
GARAGE
G18
GARAGE
G4
GARAGE
G19
GARAGE
G20
CLUB HOUSE &
COMMUNITY CENTER
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LE FEVER DRIVE
(76' ROW)
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
4.5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
5' PUBLIC SIDEWALK
EXISTING 6' PUBLIC SIDEWALK
EXISTING 20'
UTILITY EASEMENT
UD
UD
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 Sheets
TERRA VIDA II APARTMENTS
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/27/13
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
HORIZONTAL CONTROL PLAN
A. Reese
N. Whitcomb
1"=40'
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
IF({Profile Curve Start Station}={High Point Station},-.006,IF({Profile Curve End Station}={High Point Station},-.006,-.32/12))
LEGEND:
PROPERTY BOUNDRY
EASEMENTS
PROPOSED VERTICAL CURB & GUTTER
PROPOSED RIGHT-OF-WAY
28'
24'
30'
24'
30'
24'
24'
30'
28'
24'
28'
28'
30'
28'
24'
24'
30'
28'
28'
PROPOSED INFLOW CURB & GUTTER
XX
LXX
CXX
BUILDING CORNER REFERENCE
LINE GEOMETRY REFERENCE
CURVE GEOMETRY REFERENCE
{BENCHMARK #1:
City of Fort Collins Benchmark 7-01
Elevation= 4911.33
BENCHMARK #2:
City of Fort Collins Benchmark 7-07
Elevation= 4875.97
Basis of Bearings
West line of the Northeast Quarter of said Section 4 as bearing North 0132'05" West.}
PROJECT BENCHMARKS:
{1.SEE SHEET C201 FOR LINE, CURVE, AND POINT DATA.
2.SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
3.SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING SITE CONCRETE CURBS AND
PAVEMENT SECTIONS}
NOTES
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
RAMPS
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
V.P.
WV
WV WV
W W W W W W W
W W
W
W
W W
W
W
V.P.
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 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" 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
R
R
GM
GM
GM
CO
12" W
8" SS
S
8" SS
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
8" W 8" W 8" W
8" W
8" W
CINQUEFOIL LANE
(76' ROW)
PRECISION DRIVE
(51' ROW)
LADY MOON DRIVE
(84' ROW)
LE FEVER DRIVE
(76' ROW)
(PER BANNER HEALTH MEDICAL CAMPUS UTILITY PLANS)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Nov. 27, 2013
PROJECT:
514-002
Sheet
Of 38 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
11/27/13
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
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 AND MITIGATION.
EXISTING SANITARY SEWER
EXISTING WATER
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:
8" SS
8" W
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Letter Report for Terra Vida II Apartments dated November 27, 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. (N/A)
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. (N/A)
25. (N/A)
26. (N/A)
27. (N/A)
28. (N/A)
29. (N/A)
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. (N/A)
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. (N/A)
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= 4875.97
Basis of Bearings
West line of the Northeast Quarter of said Section 4 as bearing North 01�32'05" West.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: (N/A)
48. Approved Variances are listed as follows: (NONE)
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed 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. (N/A)
2. (N/A)
3. (N/A)
4. (N/A)
5. (N/A)
6. (N/A)
7. (N/A)
8. (N/A)
9. (N/A)
C. Traffic Signing and Pavement Marking Construction Notes
1. (N/A)
2. (N/A)
3. (N/A)
4. (N/A)
5. (N/A)
6. (N/A)
7. (N/A)
8. (N/A)
9. (N/A)
10. (N/A)
11. (N/A)
12. (N/A)
13. (N/A)
14. (N/A)
15. (N/A)
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Letter Report for Terra Vida II Apartments dated November 27, 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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C001
CONSTRUCTION NOTES
GENERAL AND 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
���.�������.���
NOVEMBER 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 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= 4875.97
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
C300
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
C400
C700
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 AND CONSTRUCTION NOTES
EXISTING CONDITIONS
OVERALL 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.
C301 OVERALL UTILITY SLEEVE PLAN
C340-C343 AREA DRAIN PLANS
C310 SANITARY SEWER LINE A PLAN AND PROFILE
C311 SANITARY SEWER LINE A2 PLAN AND PROFILE
C312 SANITARY SEWER LINE A4 PLAN AND PROFILE
C320 WATER LINE A PLAN AND PROFILE
C321 WATER LINE B PLAN AND PROFILE
C322 WATER LINE C PLAN AND PROFILE
C330 STORM DRAIN LINE A PLAN AND PROFILE
C331 STORM DRAIN LINE B, B1 & C PLAN AND PROFILE
C200 HORIZONTAL CONTROL PLAN
C401-C404 DETAILED GRADING PLAN
C405 DETAILED POOL DECK GRADING PLAN
C500 EROSION CONTROL PLAN
C501 EROSION CONTROL DETAILS
C600-C602 UTILITY DETAILS
C603-C604 DRAINAGE DETAILS
C605-C607 SITE DETAILS
C201 HORIZONTAL CONTROL LINE, CURVE, AND POINT TABLES
C202 PRIVATE STRIPING & PAVING PLAN
C203 EASEMENT EXHIBIT
C502 EROSION CONTROL DETAILS
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
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
I���� E����������, I��.
L�� K�����
140 P����� D����
F��� C������, C������� 80525
(970) 226-6819
SHEET INDEX
OWNER/DEVELOPER/APPLICANT
TERRA VIDA II APARTMENTS OFFSITE ROADWAY IMPROVEMENTS
M��������, T���� V��� II LLP
K�� K����
1400 16�� S�����, 6�� F����
D�����, C������� 80202
(303) 419-0744
DEVELOPER/APPLICANT
C000
C001
C100
C400-C403
C200
C300
C500 EROSION CONTROL PLAN
(STATIC SITE PLAN)
COVER SHEET
GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
UTILITY PLAN AND WATERMAIN PROFILE
CINQUEFOIL LANE ROADWAY PLAN AND PROFILE
DETAILS
C501 EROSION CONTROL DETAILS
C302 CINQUEFOIL LANE CROSS SECTIONS
C301 CINQUEFOIL LANE ROADWAY STRIPING
C201 STORM DRAIN PLAN AND PROFILE
C000
C001
C100
C300
C400
C700
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
EXISTING CONDITIONS
OVERALL UTILITY PLAN
GRADING PLAN
DRAINAGE EXHIBIT
C301 OVERALL UTILITY SLEEVE PLAN
C340-C343 AREA DRAIN PLANS
C310 SANITARY SEWER LINE A PLAN AND PROFILE
C311 SANITARY SEWER LINE A2 PLAN AND PROFILE
C312 SANITARY SEWER LINE A4 PLAN AND PROFILE
C320 WATER LINE A PLAN AND PROFILE
C321 WATER LINE B PLAN AND PROFILE
C322 WATER LINE C PLAN AND PROFILE
C330 STORM DRAIN LINE A PLAN AND PROFILE
C331 STORM DRAIN LINE B, B1 & C PLAN AND PROFILE
C200 HORIZONTAL CONTROL PLAN
C401-C404 DETAILED GRADING PLAN
C405 DETAILED POOL DECK GRADING PLAN
C500 EROSION CONTROL PLAN
C501 EROSION CONTROL DETAILS
C600-C602 UTILITY DETAILS
C603-C604 DRAINAGE DETAILS
C605-C607 SITE DETAILS
C201 HORIZONTAL CONTROL LINE, CURVE, AND POINT TABLES
C202 PRIVATE STRIPING & PAVING PLAN
C203 EASEMENT EXHIBIT
C502 EROSION CONTROL DETAILS