HomeMy WebLinkAboutZIEGLER TOWNHOMES - PDP/FDP - FDP160043 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSZIEGLER ROAD
EAST HARMONY ROAD
COUNTY FAIR LANE
SABER CAT DRIVE
KECHTER ROAD
16'
7'
PARK
TRAVEL
7'
PARK
6'
(MIN.)
PKWY
30' ROADWAY
51' ROW (MIN.)
(MIN)
WALK
4.5'
6'.5 Min. Fence Setback
UTIL.
ESMT.
9'
9' UTIL.
ESMT.
(MIN.)
PKWY
6'
WALK
(MIN)
4.5'
CS1
COVER SHEET
A. Reese
B. Ruch
N/A
OCTOBER 2016
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:
VICINITY MAP
NORTH 1"=1500'
King Surveyors, Inc.
Project No. 2011568
Date: December 20, 2011
CS1
COVER SHEET
A. Reese
B. Ruch
N/A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
STOP
CC CC
OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
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OHE
OHE
OHE
OHE
OHE
X
X
X X
WW
W
VB
OHE
OHE
OHE
OHE
RD RD
VB
X
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X X
X
X
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X
X
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X
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X X
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CO
CO RD CO
X
X
X
RD RD
RD RD
SS SS
X
SS
STOP
CC CC W
VB
VB
X
X
X
X
X X
X
X
X
X
X
SABER CAT DRIVE
ZIEGLER ROAD
COUNTY FAIR LANE
ALLEY
15' UTILITY EASEMENT
15' UTILITY EASEMENT
5' UTILITY EASEMENT 5' UTILITY EASEMENT
PROPOSED
SAWCUT EXISTING STRIPING (TYP.)
PROPOSED
SAWCUT
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
6' SIDEWALK
5' UTILITY EASEMENT
6' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4' SIDEWALK (TYP.)
4' SIDEWALK (TYP.)
"STOP" SIGN
R1-1
R20'
R20'
TIE TO
TIE TO EXISTING
EXISTING
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 4.5' SIDEWALK
EXISTING 4.5' SIDEWALK
TIE TO
TIE TO EXISTING
EXISTING
PROPOSED 30" VERTICAL
CURB & GUTTER
TIE TO
EXISTING
PROPOSED
SAWCUT
STOP
CC CC
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
W
VB
X
X
X X
X
X
X
X
X
X
X
X
X
X
SS SS SS
SS
X
SS SS SS
SS SS
SS
S
S
S
W
W
W
S
W
W
W
EM
GM
GM
EM
GM
GM
OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE OHE
OHE
VB
SS SS
SS SS SS SS
SS SS
SS
SS
SS SS SS SS
SS SS
SS SS SS
SS SS
SS SS SS SS SS SS SS SS
SS SS SS
SS SS SS SS
SS
SS
SS SS
S
S
GM
GM
E
M
EM
EM
EM
W
W
15' UTILITY EASEMENT
5' UTILITY EASEMENT
6' SIDEWALK
SANITARY LINE A
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
EXISTING 10"
SANITARY SEWER
DETENTION
VAULTS
EXISTING EXISTING FH
STORM DRAIN
INSTALL MH CONNECT TO
EXISTING SANITARY SEWER
PROPOSED 6"
SANITARY SERVICE (TYP.)
PROPOSED 1 1/2"
WATER SERVICE (TYP.)
INSTALL MH CONNECT TO
EXISTING STORM DRAIN
N:1429805.43
E:3134322.52
N:1429851.17
E:3134062.08
SS SS SS
SS SS SS
S
S
EM
EM
EM
EM
W
W
15' UTILITY EASEMENT
5' UTILITY EASEMENT
AREA DRAIN
SEE SHEET U1-U2
EXISTING 10"
SANITARY SEWER
DETENTION
VAULTS
INSTALL MH CONNECT TO
EXISTING SANITARY SEWER
PROPOSED 6"
FIRE SERVICE (TYP.)
PROPOSED 2"
WATER SERVICE (TYP.)
73.82 LF
8" PVC
@ 2.00%
56.46 LF
8" PVC
@ 2.00%
14.11 LF
6" PVC
@ 2.00%
4.42 LF
6" PVC
@ 2.00%
PROPOSED 6"
FIRE SERVICE (TYP.)
PROPOSED 2"
WATER SERVICE (TYP.)
OWNER: HARVEST MASTER
HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390 INTERLOCKEN
CRESCENT STE 500
BROOMFIELD, CO 80021
BLDG D
BLDG F
BLDG E
LOT 20
LOT 17
LOT 18
LOT 19
LOT 21
LOT 15
LOT 16
LOT 8
LOT 9
LOT 3
LOT 4
LOT 5
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+75
75.79 LF
30" RCP
@ 0.50%
STMH A3 (FLAT TOP)
STA 10+91.54
FL. EL 4910.3±
INV. IN 4905.59 (W)
INV. OUT 4905.59 (E)
235.45 LF
24" RCP
@ 0.50%
STMH A6 (FLAT TOP)
STA 11+96.89
FL. EL 4911.4±
INV. IN 4906.12 (N)
INV. IN 4906.12 (E)
INV. OUT 4906.12 (S)
38.42 LF
24" RCP
@ 0.50%
STMH A7 (FLAT TOP)
STA 14+32.34
RIM 4913.5±
INV. IN 4907.30 (E)
INV. OUT 4907.30 (S)
STMH A8 (FLAT TOP)
STA 14+70.76
RIM 4913.1±
INV. IN 4907.49 (N)
INV. IN 4907.49 (S)
INV. OUT 4907.49 (W)
15.41 LF
24" RCP
@ 0.50%
INLET A9
STA 14+86.16
FL. EL 4912.6±
INV. IN 4907.57 (NW)
INV. IN 4908.40 (N)
INV. OUT 4907.57 (S)
PROPOSED
CC CC
E
E
E
E
X
X
X X
X
X
X
X X X
GM
EM
ZIEGLER ROAD
FFE=16.26
FFE=17.26 FFE=16.76
FFE=17.76 FFE=17.76 FFE=17.26
FFE=18.26
BLDG B
LOT 14
LOT 8
LOT 11
LOT 9 LOT 10
LOT 12 LOT 13
TRACT A
BLOCK 1
1.5%
1.5%
2.9%
5.0%
5.0%
4.2%
5.0%
2.4%
2.0%
15.62
18.40
18.08
17.76
(18.86)
16.46
16.95
16.94
16.43
16.28
15.82
15.33
15.09
15.42
13.38
17.95
16.21
15.10
13.73
15.45
16.99
17.59
16.62
18.14
E
E
W
GM
EM
EM
FFE=12.71 FFE=12.71
FFE=13.21
FFE=13.38
FFE=13.88 FFE=13.38
FFE=13.88
FFE=13.88
STORM DRAIN A
SEE SHEET ST1
BLDG C
LOT 17 LOT 18
LOT 19
LOT 13 LOT 14
LOT 15 LOT 16
LOT 12
BLOCK 2
3.1%
2.6%
5.0%
3.6%
3.7%
3.2%
5.0%
3.8%
12.61
12.82
13.27
13.26
13.57
12.70
12.41
12.88
13.23
12.97
13.76
13.68
12.50
12.38
13.21
ZIEGLER ROAD
TRACT B
13.21
13.37
13.50
13.38
13.41
13.16
13.80
13.38
13.38
12.60
12.88
12.88
12.15
12.10
E
E
VB
GM
OWNER: CITY OF
FORT COLLINS
ZIEGLER ROAD
FFE=11.71 FFE=11.71
FFE=12.21 FFE=12.21
BLDG D
LOT 20
LOT 21 LOT 22
LOT 23
1.5%
1.5%
5.6%
3.7%
4.2%
4.6%
TRACT B
12.21
11.19
11.71
11.28
11.05
11.55
2.0%
2.0%
10.61
10.59
10.89
10.58
10.50
11.09
11.09
12.09
11.09
12.09
10.56
10.58
10.06
10.18
10.66
10.78
10.90
11.00
11.12
11.24
10.64
9.81
9.50
11.04
11.59
10.21
11.59
10.62
10.56
10.53
10.78
10.04
X
X X
X
X
X
X
X X
X
X
X X
X
X X
X
X
X
X X X
X
X X
X X X X
EM
GM
HARVEST PARK
SUBDIVISION
OWNER: BRANDT OLIVER/ALEXANDRA
ADDRESS:5356 CORNERSTONE DR
FORT COLLINS, CO
OWNER: MARGISON ROBERT/KRISTI
ADDRESS: 5362 CORNERSTONE DR
FORT COLLINS, CO
OWNER:HARVEST MASTER
HOA ASSOCIATION
COUNTY FAIR LANE
ALLEY
FFE=17.27 FFE=16.77
FFE=16.77
FFE=16.27 FFE=16.27
FFE=15.77 FFE=15.27
BLDG A
LOT 2 LOT 3
LOT 4
LOT 6 LOT 7
LOT 5
LOT 1 AREA DRAIN
SEE SHEET U1
TRACT A
BLOCK 1
1.5%
15.41
1.7%
2.0%
4.2% 2.8% 1.9%
3.5%
0.0%
1.3% 2.6% 0.7% 1.6%
1.7%
3.1%
4.2%
2.0%
2.0%
2.0%
VB
X
GM
EM
EM
OWNER: HARVEST MASTER
HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390
INTERLOCKEN CRESCENT STE 500
BROOMFIELD, CO 80021
COUNTY FAIR LANE
FFE=14.32
FFE=14.32
FFE=13.82 FFE=13.82
FFE=13.82 FFE=13.82
FFE=13.32
FFE=13.43
BLDG F
LOT 8
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7
BLOCK 2
2.1%
4.1%
4.3%
2.0%
4.5%
3.7%
4.8%
2.0%
5.0%
13.52
14.49
14.47
13.91
13.93
13.59
12.82 13.03
13.01
12.98
13.10
13.12
12.96
13.65
12.55
13.13
13.32
13.82
13.82
13.57
TRACT B
2.0%
2.0%
14.49
14.32
14.45
14.06
13.62
GM
OWNER: HARVEST MASTER HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390 INTERLOCKEN CRESCENT STE 500
BROOMFIELD, CO 80021
OWNER: CITY OF
FORT COLLINS
FFE=13.43
FFE=13.43
FFE=12.93 FFE=12.93
BLDG E
LOT 10 LOT 11
LOT 8 LOT 9
5
.0%
2.0%
2.0%
4.2%
TRACT B
10.58
2.0%
2.0%
13.32
12.32
12.02
11.43
10.90
11.85
11.32
11.00
12.27
(11.36)
11.57
11.42
12.82
11.82
11.56
11.63
11.70
12.78
11.78
11.66
13.32
11.82
11.76
12.02
11.52
12.77
12.77
11.68
11.74
11.58
11.51
12.78
11.54 11.63
11.40
11.16
11.93
11.44
11.94
11.39
5.60
S.G.
5.61
S.G.
0.5%
0.5%
STMH A6 (FLAT TOP)
INV. IN=4906.12 (N)
INV. IN=4906.12 (E)
INV. OUT=4906.12 (S)
FG=4911.42
INLET A6-1
INV. OUT=4906.17 (W)
FG=4911.16
STMH A3 (FLAT TOP)
INV. IN=4905.59 (W)
INV. OUT=4905.59 (E)
FG=4910.32
INLET A2
INV. IN=4905.56 (W)
INV. OUT=4905.56 (E)
FG=4910.15
6.13
S.G.
6.08
S.G.
11.28
11.50
10.24
10.45
STORM DRAIN A
SEE SHEET ST1
AREA DRAIN
SEE SHEET U2
0.5%
0.5%
STORMTECH SC-740 VAULTS
TRACT B
SG1
SUBGRADE PLAN
A. Reese
B. Ruch
1"=5'
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:
4905
4910
4915
4920
4925
4905
4910
4915
4920
4925
9+00 10+00 11+00 12+00 13+00
4905
4910
4915
4920
4925
4905
4910
4915
4920
4925
9+00 10+00 11+00 12+00 13+00
4905
4910
4915
4920
4925
4905
4910
4915
4920
4925
9+00 10+00 11+00 12+00 13+00
0.60%
-1.50%
0.50%
PVI STA = 9+36.92
PVI ELEV = 4913.82
PVI STA = 12+38.29
PVI ELEV = 4913.52
75.0' VC
HP ELEV = 4914.24
HP STA = 10+29.07
PVI STA = 10+47.82
PVI ELEV = 4914.38
BVCS: 10+10.32
BVCE: 4914.19
EVCS: 10+85.32
EVCE: 4913.81
A.D. = 2.00
K = 37.50
75.0' VC
LP ELEV = 4913.11
LP STA = 11+59.07
PVI STA = 11+43.00
PVI ELEV = 4912.95
BCVS: 11+05.50
BVCE: 4913.51
ECVS: 11+80.50
EVCE: 4913.17
E
E
ZIEGLER ROAD
COUNTY FAIR LANE
4.5' SIDEWALK
36' STORAGE
62.5 REDIRECT TAPER
50' BAY TAPER
12'
30'
-
12'
12'
51' ROW
4.5' SIDEWALK
EXISTING
STRIPING (TYP.)
F
E
PROPOSED
"STOP" SIGN
B
STA.=11+26.86
OFFSET=0'
BEGIN 3
STA.=12+12.86
OFFSET=6'
END 3
STA.=12+12.86
OFFSET=6'
END A
STA.=11+76.86
OFFSET=6'
BEGIN 1
STA.=12+11.45
OFFSET=6'
CONTINUE 3
STA.=11+83.31
OFFSET=6'
CONTINUE 3
STA.=11+73.70
OFFSET=5'
CONTINUE 3
STA.=12+11.45
OFFSET=6'
CONTINUE 1
NOTES:
EXISTING LOT LINES
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED EASEMENT LINE
PROPERTY BOUNDARY
EXISTING FENCE
X
R2
STRIPING PLAN
COUNTY FAIR LANE A. Reese
B. Ruch
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
9+75
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.20%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.22%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+25
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.23%
-2.17%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
4906
E
E
ZIEGLER ROAD
COUNTY FAIR LANE
4.5' SIDEWALK
13.58
14.32
(14.54)
(14.94)
(13.64)
(14.06)
(12.77)
(13.18)
13.39
12.88
12.80
13.95
13.17
12.95
12.80
1.3%
1.7%
2.4%
2.4%
13.36
1.3%
13.10
2.0%
13.49
2.2%
2.1%
0.5%
12.86
0.5%
1.1%
1.1%
0.6%
0.6%
(2.1%)
(2.4%) (2.3%)
(2.3%)
(2.2%)
(2.2%)
2.4%
12.54
PROPOSED
SAWCUT
R20'
R20'
0.4% 1.8%
0.9%
2.0%
0.9%
2.1%
4.5' SIDEWALK
INT1
INTERSECTION DETAIL
A. Reese
B. Ruch
1"=10'
D1
UTILITY DETAILS
A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
HYDRANT DRAIN OPENINGS
MUST OBSTRUCTIONS REMAIN CLEAR OF WATER MAIN
SWIVEL TEE
0.1 FT.-0.2 FT.
6 INCH PIPE TYPICAL
CRUSHED ROCK
GATE VALVE
MECHANICAL JOINT
UNDISTURBED GROUND
\A1;2'-0" IMPERVIOUS DRAINAGE REQUIRED SOILS IN
\A1;FIRE HYDRANT
\A1;VALVE BOX
\A1;F.H. BURY LINE
NOTE:
THE GATE VALVE TO THE
FIRE HYDRANT MUST BE
RESTRAINED
5'-0"
TYPICAL
THRUST
BLOCK
BOND
D2
UTILITY DETAILS
A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
TRENCH BACKFILL
TRENCH ZONES
PAVEMENT IF REQUIRED
SCALE: NTS
TRENCH AND BEDDING TYPICAL
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
PIPE SUBGRADE; STABILIZATION
MATERIAL IF REQUIRED
\A1;{\H0.7x;\S1#4;\}A1;th O.D./BEDDING 4" MIN. ZONE \A1;1' MIN.
REFER TO SECTION 02221
\A1;TRENCH BACKFILL
\A1;BEDDING ZONE (SEE ABOVE)
\A1;PIPE SUBGRADE
COMPACTED GRANULAR
MATERIAL
\A1;UNDISTURBED SOIL
5 FT. MIN. DEPTH
VARIABLE
D3
SITE DETAILS
A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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:
D4
SITE DETAILS
A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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:
D5
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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:
D6
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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:
D7
DRAINAGE DETAILS
A. Reese
B. Ruch
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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:
STOP
CC CC W
VB
VB
X
X
X
X
X X
X
X
X
X
X
OWNER: HARVEST MASTER
HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390 INTERLOCKEN
CRESCENT STE 500
BROOMFIELD, CO 80021
OWNER: CITY OF
FORT COLLINS
HARVEST PARK
SUBDIVISION
OWNER: RUFF RONALD C AKA RON
RUFF ERIN ELIZABETH DYNASTY TRUST
5117 ZIEGLER RD
FORT COLLINS, CO
OWNER: BRANDT
OLIVER/ALEXANDRA
ADDRESS:5356
CORNERSTONE DR
FORT COLLINS, CO
OWNER: MARGISON
ROBERT/KRISTI
ADDRESS: 5362
CORNERSTONE DR
FORT COLLINS, CO
OWNER:HARVEST MASTER HOA
ASSOCIATION
EXISTING
WETLAND LIMIT
NATURAL HABITAT BUFFER
ZONE BOUNDARY
SABER CAT DRIVE
ZIEGLER ROAD
COUNTY FAIR LANE
ALLEY
OWNER: CITY OF
FORT COLLINS
OWNER:HARVEST MASTER HOA
ASSOCIATION
CWA
IP
VTC
SF
RS
SF SF SF SF SF
SF SF SF SF
SF
SF
ER2
EROSION CONTROL DETAILS
A. Reese
B. Ruch
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
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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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
STOP
CC CC W
X
X
X
X
X X
X
X
X
X
X
OWNER: HARVEST MASTER
HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390 INTERLOCKEN
CRESCENT STE 500
BROOMFIELD, CO 80021
OWNER: CITY OF
FORT COLLINS
OWNER: CITY OF
FORT COLLINS
OWNER: RUFF RONALD C AKA RON
RUFF ERIN ELIZABETH DYNASTY TRUST
5117 ZIEGLER RD
FORT COLLINS, CO
OWNER: BRANDT
OLIVER/ALEXANDRA
ADDRESS:5356
CORNERSTONE DR
FORT COLLINS, CO
OWNER: MARGISON
ROBERT/KRISTI
ADDRESS: 5362
CORNERSTONE DR
FORT COLLINS, CO
OWNER:HARVEST MASTER HOA
ASSOCIATION
EXISTING
WETLAND LIMIT
NATURAL HABITAT BUFFER
ZONE BOUNDARY
A1
A2
B1
B2
C1
C4
D
A1
0.30 ac
A2
0.43 ac
A3
0.28 ac B1
0.31 ac
B2
0.13 ac
B3
0.03 ac
C1
0.45 ac
C3
0.34 ac
D1
0.86 ac
C4
0.13 ac
C3
D2
0.86 ac
OS1
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
SABER CAT DRIVE
ZIEGLER ROAD
COUNTY FAIR LANE
ALLEY
BLDG D
BLDG F
BLDG E
BLDG B
BLDG C
BLDG A
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
PROPOSED 1'
SIDEWALK CHASE
C2b
C2a
0.49 ac
D2
C2b
0.23 ac
C2a
PROPOSED
STORMTECH VAULTS
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
COMBO INLETS
PROPOSED
DRAIN BASIN (TYP.)
PROPOSED
DRAIN BASIN (TYP.)
PROPOSED
DRAIN BASIN (TYP.)
PROPOSED
DRAIN BASIN (TYP.)
PROPOSED
DRAIN BASIN (TYP.)
OFFSITE BASINS:
BASIN OS1 2.05 ACRES
ENCOMPASSES +/- 65% OF RUFF PROPERTY
TO THE NORTH AND ZIEGLER 1
2 ROW.
BASIN OS2 0.41 ACRES
AS DEFINED BY HARVEST PARK DRAINAGE
REPORT
C
0.60 ac
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
NOTES:
1. REFER TO THE DRAINAGE REPORT FOR ZIEGLER TOWNHOMES, DATED OCTOBER
25, 2016 FOR ADDITIONAL INFORMATION.
2. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
BASIN
AREA (AC)
PROPOSED SUBDRAIN SD
BENCHMARK
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROJECT DATUM: NAVD 88
CITY OF FORT COLLINS BENCHMARK 3-02
NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD
ON THE
NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE.
ELEVATION = 4918.60
CITY OF FORT COLLINS BENCHMARK 17-01
WEST SIDE OF ZIEGLER ROAD APPROX .5 MILES SOUTH OF HARMONY ROAD, 300 FEET
NORTH OF ROCK CREEK DRIVE, ON THE SOUTHEAST CORNER OF A 6 X 6 AREA INLET.
ELEVATION = 4922.66
PLEASE NOTE: THIS PLAN SET IS USING NAVD 88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.19'
BASIS OF BEARING
THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER AS
BEARING SOUTH 01° 45' 51" EAST (ASSUMED BEARING).
EXISTING WETLAND LIMIT
HYDROLOGY SUMMARY
DR1
DRAINAGE EXHIBIT
A. Reese
B. Ruch
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
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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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
Rational Method Summary | Proposed Condition
Design
Point Basin ID
Basin
Area
(ac)
Composite
% Imperv.
2-year
Composite
Runoff
Coefficient
10-year
Composite
Runoff
Coefficient
100-year
Composite
Runoff
Coefficient
Flow,
Q2
(cfs)
Flow,
Q10
(cfs)
Flow,
Q100
(cfs)
Flow,
WQ
(cfs)
A1 A1 0.30 37% 0.54 0.54 0.68 0.43 0.74 1.95 0.22
A2 A2 0.43 84% 0.89 0.89 1.00 1.07 1.84 4.23 0.54
A3 A3 0.28 45% 0.60 0.60 0.75 0.47 0.80 2.05 0.23
B1 B1 0.31 79% 0.82 0.82 1.00 0.66 1.13 2.90 0.33
B2 B2 0.18 67% 0.74 0.74 0.92 0.37 0.62 1.65 0.18
B3 B3 0.03 76% 0.80 0.80 1.00 0.07 0.13 0.32 0.04
C1 C1 0.45 34% 0.52 0.52 0.65 0.55 0.94 2.39 0.27
C2a C2a 0.49 87% 0.91 0.91 1.00 1.28 2.18 4.87 0.64
C2b C2b 0.23 92% 0.95 0.95 1.00 0.63 1.07 2.31 0.31
C3 C3 0.34 48% 0.62 0.62 0.78 0.55 0.94 2.47 0.27
C4 C4 0.13 22% 0.42 0.42 0.52 0.15 0.26 0.67 0.08
D1 D1 0.40 0% 0.25 0.25 0.31 0.29 0.49 1.25 0.14
D2 D2 0.46 75% 0.79 0.79 0.99 1.04 1.77 4.52 0.52
OS1 OS1 2.06 20% 0.39 0.39 0.49 0.81 1.38 3.63 0.40
OS2 OS2 0.41 65% 0.71 0.71 0.89 0.00 0.00 0.00 0.00
B1 B1, OS1, OS2 2.47 37% 0.55 0.55 0.69 2.78 4.75 12.10 1.39
C2 A1, A2, A3, B1, B2,
C1, C2a, C2b, C4 2.79 64% 0.73 0.73 0.86 4.19 7.16 17.12 2.10
LID SUMMARY
Ziegler Townhomes On-Site LID Treatment
Project Summary
Total Impervious Area 75,855 sf
Target Treatment Percentage 75%
Minimum Area to be Treated by LID
measures 56,891.12
sf
Infiltration Gallery/Underground Vaults
Vault Volume 1,648 cf
Total Vault Treatment Area 66,074 sf
Total Treatment Area 66,074 sf
Percent Total Project Area Treated 87.1%
BASIN ID
FLOODPLAIN
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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'
20' MIN.
A
SECTION A
3" - 6" ROCK
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.
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.
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
MANHOLE
ROCK BERM SHALL
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
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN 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
\A1;3'
\A1;2'
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
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
IP
1'
MIN.
1'
MIN.
1'
MIN.
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
AREA INLET FILTER GRAVEL
01/03/01 D-24
NBJ
GENERAL NOTES:
SECTION A-A
PLAN VIEW
1. INSPECT AND REPAIR FILTER AFTER EACH STORM
EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE
FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT
SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A
SEDIMENT BASIN OR OTHER FILTERING MEASURES.
2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY
REMOVED FROM TRAVELED WAY OF ROADS.
FILTERED WATER
OVERFLOW
CONCRETE BLOCK
WIRE SCREEN
GRAVEL FILTER
GRAVEL FILTER
AREA INLET
WITH GRATE
RUNOFF
A
A
(WIRE APPROX. SCREEN 1/2 IN. MESH) CONCRETE BLOCK
(APPROX. 3/4 IN. DIA.)
GRAVEL FILTER
IP
NOT TO SCALE
001
ER2
CONCRETE WASHOUT AREA
NOT TO SCALE
003
ER2
ROCK SOCK DETAIL
NOT TO SCALE
004
ER2
VEHICLE TRACKING CONTROL PAD
NOT TO SCALE
008
ER2
CURB INLET PROTECTION
NOT TO SCALE
007
ER2
AREA INLET FILTER GRAVEL
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
\A1;12"
\A1;12"
ROCK SOCK INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2. CRUSHED ROCK SHALL BE 11
2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH
GRADATION SHOWN ON THIS SHEET (11
2" MINUS).
3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF
1
2", 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
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
TUBULAR
MARKER
2'
RS
NOT TO SCALE
005
ER2
SILT FENCE/PERIMETER PROTECTION
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
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
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
1
2" x 1
1
2" WOODEN FENCE POSTS
COMPACTED BACKFILL
SF SF
NOT TO SCALE
002
ER2
RIPRAP SCHEDULE
NOT TO SCALE
006
ER2
SOIL RIPRAP INSTALLATION
NOTES
1. CONCRETE WASHOUT AREA SHALL BE
INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
2. VEHICLE TRACKING CONTROL IS REQUIRED IF
ACCESS TO CONCRETE WASHOUT AREA IS OFF
PAVEMENT.
3. 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.
4. THE CONCRETE WASHOUT AREA SHALL BE
REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5. THE CONCRETE WASHOUT SHOULD BE
EMPTIED WHEN HALF OF TOTAL HOLDING
CAPACITY HAS BEEN REACHED.
6. AT THE END OF CONSTRUCTION, ALL
CONCRETE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN ACCEPTED
WASTE SITE.
7. 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.
8. LOCATION OF CONCRETE WASHOUT AREA IS
CONCEPTUAL ONLY. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AT CONTRACTOR'S
DISCRETION.
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
CWA
*IMPERMEABLE LINER MAY BE NEEDED
IF GROUND WATER IS ENCOUNTERED.
TYPE H
TYPE M
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
50 * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT.
35-50
2-10
50-70
70-100
12
4
18
21
12
24
18
50-70 24
35-50
2-10
50-70
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
M (d = 12
IN.)
H (d = 18 IN.)
VH (d = 24
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
6
6
6
8
8
50
50
50
TYPE II
\A1;2'\\A1;SEE TABLE A1;50 2*d III
\A1;SEE TABLE III
STABILIZATION
TOPSOIL
FLARED END SECTION (TYP.)
GRANULAR BEDDING
STABILIZATION
TOPSOIL
TYPE II BEDDING
TYPE I BEDDING
GRANULAR BEDDING
CONCRETE CUTOFF WALL
SOIL RIPRAP AT PIPE OUTLET
{WITH CUTOFF WALL}
SOIL 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.
** FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE #40
SIEVE.
\A1;12" MIN.
COMPACT BACKFILL
TO 95% STANDARD
PROCTOR
STAPLES
FABRIC
SOIL
STAPLES
FABRIC
STABILIZATION
TOPSOIL
{\LFILTER FABRIC PLACEMENT AND LAP DETAIL}
{\LLAP DETAIL}
MIX UNIFORMLY 65% FINISHED ORDINARY RIPRAP WITH 35% STABILIZATION TOPSOIL GRADE PRIOR TO PLACEMENT. STABILIZATION (PER TOPSOIL SHALL BE APPROVED CIVIL BY THE LANDSCAPE ARCHITECT. GRADING
PLACE STONE-SOIL MIX TO RESULT IN SECURELY PLANS) INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE. 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. COMPACT AND LEVEL TO ELIMINATE
ALL VOIDS AND ROCKS PROJECTING ABOVE DESIGN RIPRAP TOP 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
VOIDS FROM FINISHED SURFACE TO SUBGRADE.
\A1;D50% D MAXIMUM
THICKNESS OF
FIRST LIFT
PLACEMENT OF TOP LIFT WILL
\A1;D REQUIRE ADJUSTMENT OF FIRST LIFT
4" MIN
6" MAX
5" TYP
MEASUREMENT ON SLOPE
PERPENDICULAR TO SLOPE
SEE TABLES II AND III BELOW.
1.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.
2.FINAL SOIL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK SHALL BE REWORKED. PLACE STABILIZATION TOPSOIL 4 TO 6 INCHES THICK
OVER ROCK. NO MORE THAN 25 PERCENT OF
ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON LANDSCAPE PLANS, AS APPLICABLE. COORDINATE SCOPE OF WORK AND
RESPONSIBILITIES WITH OWNER
AND LANDSCAPE CONTRACTOR.
3.PROVIDE CRIMP OR TACKIFY MULCH, HYDROMULCH, AND OR TURF REINFORCEMENT MAT (TRM) / EROSION CONTROL BLANKET ALONG WITH PLANTING, PER APPROVED LANDSCAPE PLANS, TO ENSURE VEGETATION BECOMES
ESTABLISHED AND SEED DOES
NOT WASH AWAY.
4.PREPARE COMPACTED SUBGRADE PER GEOTECHNICAL ENGINEERING RECOMMENDATIONS, OR PLACE ON UNDISTURBED SUBGRADE.
5.TURF REINFORCEMENT MAT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS FOLLOWING PLACEMENT OF TOPSOIL AND SEEDING.
{\LTYPICAL SOIL 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 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. NO MORE THAN 25% OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED.
FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS.
{GENERAL NOTES:}
1.
2.
3.
4.
{\LPLACEMENT NOTES:}
{FILTER FABRIC NOTES:}
1.
2. RP
OPTIONAL UNDERDRAIN
SOIL RIPRAP
SEE NOTE 4 BELOW.
SLOPE
VARIES
(SEE PLANS)
50 \A1;2*d
SOIL RIPRAP
\A1;4" TO 6"
SOIL RIPRAP
SOIL RIPRAP
(ROCK-SOIL MIX)
GRANULAR BEDDING
TOPSOIL
TRM
TURF REINFORCEMENT MAT (TRM)
TRM (SEE NOTE 5)
TRM
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
RS
TEMPORARY
BARRICADE
IP
IP
IP
IP
IP
IP IP IP IP IP
IP IP IP
IP
IP IP IP IP IP IP IP
IP IP IP IP IP
IP IP IP IP IP
IP
IP
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
ER1
EROSION CONTROL PLAN
A. Reese
B. Ruch
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
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR
PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY
DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION
SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS
UNTIL SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN
SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER
PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL
DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS
SHALL BE STAKED DOWN.
13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING
OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS,
DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL
STAFF TO PREVENT EROSION.
15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE
STABILIZATION METHODS.
EROSION CONTROL NOTES:
BENCHMARK/BASIS OF BEARING
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
SILT FENCE SF
INLET PROTECTION IP
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
GENERAL NOTES:
PROJECT DATUM: NAVD 88
CITY OF FORT COLLINS BENCHMARK 3-02
NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD ON
THE
NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE.
ELEVATION = 4918.60
CITY OF FORT COLLINS BENCHMARK 17-01
WEST SIDE OF ZIEGLER ROAD APPROX .5 MILES SOUTH OF HARMONY ROAD, 300 FEET
NORTH OF ROCK CREEK DRIVE, ON THE SOUTHEAST CORNER OF A 6 X 6 AREA INLET.
ELEVATION = 4922.66
PLEASE NOTE: THIS PLAN SET IS USING NAVD 88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD 88 - 3.19'
BASIS OF BEARING
THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER AS BEARING
SOUTH 01° 45' 51" EAST (ASSUMED BEARING).
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 3.14 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT
AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE SEE SEPARATE STORM WATER MANAGEMNET PLAN FOR ZEIGLER
TOWNHOMES, DATED OCTOBER 25, 2016 FOR ADDITIONAL INFORMATION.
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Wattles, Rock Socks, etc.) (RS)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
PLANTED RIPRAP PROTECTION RP
TEMPORARY BMP'S
EROSION CONTROL FABRIC EF
Rip Rap (RP)
Erosion Control Fabric (EF)
KING SURVEYORS, INC.
PROJECT NO. 2011568
DATE: DECEMBER 20, 2011
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
414
D7
PLAN VIEW
A
A
B B
50 IN.
6 IN. 38 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
FL
#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
PIPE CONDUIT
AROUND
#4
12 IN. MIN.
INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
33 IN.
6 IN. 21 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. MAX.
STEP
SPACING
14 IN. 14 IN.
USE NEENAH R-3362-L GUTTER
INLET
GENERAL NOTES:
GENERAL NOTES:
{1.AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN
STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS)
2.USE NEENAH R-3362-L GRATE.}
AREA INLET
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
www.nyloplast-us.com
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
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PERMISSION FROM NYLOPLAST.
8-10-00
CJA
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
T
S
A
L
P
O
L
Y
N
D
U
C
T
I L E
I
R
O
N
T
S
A
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
NOT TO SCALE
408
D6
TYPICAL BASIN INSTALLATION OPTIONS
NOT TO SCALE
407
D6
STORMTECH VAULT
SC-740 CROSS-SECTION
DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7004-110-007 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 10-28-03
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
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.
10-28-03
CJA
4" - 24"
INLET PIPE
3 OUTLET WEIR
18" - 30"
DRAIN BASIN BODY
18" - 30" FRAME & SOLID COVER
1
2
6" - 24"
OUTLET PIPE TO
HEADER / MANIFOLD
12" - 24"
OUTLET
PIPE TO
ISOLATOR
ROW
INLET
PIPE
3
1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER
2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER
3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET
OUTLET PIPE OPEN AREA
SIDE SECTION VIEW
TOP VIEW W/ FRAME &
COVER REMOVED
NOT TO SCALE
410
D6
STORMTECH VAULT
30" BASIN w/ WEIR
SHEET
OF
DATE:
PROJECT #:
DRAWN:
CHECKED:
THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW
THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE
RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.
4640 TRUEMAN BLVD
HILLIARD, OH 43026
1-800-733-7473
ADVANCED DRAINAGE SYSTEMS, INC.
R
REV DRW CHK DESCRIPTION
01/19/16 JLM JLM UPDATE
SC-740
STANDARD CROSS SECTION
11/18/14 JLM
1 1
JLM
70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067
860-529-8188 |888-892-2694 | WWW.STORMTECH.COM
Detention Retention Water Quality
ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES:
1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",
OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS".
3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL
MATERIALS.
4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE
WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL
REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS
COMPACTION / DENSITY
REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
PAVED INSTALLATIONS MAY HAVE STRINGENT
MATERIAL AND PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C'
STARTS FROM THE TOP OF THE EMBEDMENT
STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF
MATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX
LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED AGGREGATE
MATERIALS. ROLLER GROSS VEHICLE WEIGHT
NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B
EMBEDMENT STONE: FILL SURROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE ('A'
LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.
A
FOUNDATION STONE: FILL BELOW CHAMBERS
FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)
OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
SURFACE. ² ³
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
SUBGRADE SOILS
(SEE NOTE 4)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
END CAP
6" (150 mm) MIN
D
C
B
A
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
12" (300 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
6" 51" (1295 mm) 12" (300 mm) TYP
(150 mm) MIN
30"
(760 mm)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
SHEET
OF
DATE:
PROJECT #:
DRAWN:
CHECKED:
THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW
THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE
RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.
4640 TRUEMAN BLVD
HILLIARD, OH 43026
1-800-733-7473
ADVANCED DRAINAGE SYSTEMS, INC.
R
REV DRW CHK DESCRIPTION
01/19/16 JLM JLM UPDATE SC-740
ISOLATOR ROW DETAILS
11/18/14 JLM
1 1
JLM
70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067
860-529-8188 |888-892-2694 | WWW.STORMTECH.COM
Detention Retention Water Quality
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART #: SC740EPE24B
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
CATCH BASIN
OR
MANHOLE
COVER ENTIRE ISOLATOR ROW WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
8' (2.4 m) MIN WIDE
SC-740 CHAMBER
SC-740 END CAP
SC-740 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
SC-740 6" INSPECTION PORT DETAIL
NTS
SC-740 CHAMBER
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
12" (300 mm) NYLOPLAST INLINE
DRAIN BODY W/SOLID HINGED
COVER OR GRATE
PART# 2712AG6NIP
SOLID COVER: 1299CGC
GRATE: 1299CGS
6" (150 mm) INSERTA TEE
PART#6IPSSWST74IP
INSERTA TEE TO BE CENTERED
ON CORRUGATION CREST
6" (150 mm) DWV SCH40
PIPE (BY OTHERS)
18" (450 mm) MIN WIDTH
CONCRETE SLAB
8" (200 mm) MIN THICKNESS
PAVEMENT CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
CONCRETE COLLAR
NOT TO SCALE
409
D6
STORMTECH VAULT
SC-740 ISOLATOR ROW 411
D6
NYLOPLAST DRAIN BASIN INSTALLATION
(LANDSCAPED AREAS)
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
www.nyloplast-us.com
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
DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-206 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
12 IN DOME GRATE ASSEMBLY
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-6-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
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.
3-6-06
CJA
8" DOME: PART #7001-110-197
10" DOME: PART #7001-110-201
12" DOME: PART #7001-110-206
15" DOME: PART #7001-110-211
QUALITY: MATERIAL SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-229
DUCTILE IRON
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
2.47
5.00
.93
NOT TO SCALE
412
D6
TYPICAL DOME GRATE ASSEMBLY
NOT TO SCALE
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
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
W
A
T
E
R
W
A
Y
S
E
N
Y
L
O
P
L
A
S
T
TYPICAL JUNCTIONS AREA DRAIN GRATE ELEVATION
NTS
FINISHED GRADE
GRATE
ELEVATION
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.
PLAN VIEW
INLINE JUNCTION - PROFILE
NOT TO SCALE
413
D6
AREA DRAIN BASIN DETAILS
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
402
D5
SHALLOW MANHOLE
NOT TO SCALE
401
D5
STANDARD MANHOLE
NOT TO SCALE
400
D5
BEDDING REQUIREMENTS
NOT TO SCALE
403
D5
CHANNELING DETAILS FOR MANHOLES
NOT TO SCALE
405
D5
DOUBLE CURB INLET
NOT TO SCALE
404
D5
CONCRETE END SECTIONS
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
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
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;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
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
OR 6 IN. MIN.
\A1;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
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;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 DIAMETER 60 IN. IN.
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
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
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:
CONCRETE END SECTIONS
01/31/01 D-15
NBJ
E
C B
E
E
E
E
F F
PLAN
C B
D
A RISE SPAN
END VIEW
PLAN E
F
M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES
SECTION D F-FA
RISSEPAN
END VIEW
F
3 IN.
5 IN.
5 IN.
3 IN.
F
2 FT. 5 IN.
3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS,
MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED
WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL.
3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR
2 FT. 7 IN.
PIPE
DIAMETER
F
18 IN. - 30 IN.
36 IN. - 42 IN.
48 IN. - 60 IN.
72 IN. - 84 IN.
5 IN.
6 IN.
9 IN.
CONCRETE JOINT
FASTENER.
LOCATION OF 1 IN.
DIA. HOLES
END SECTION FOR REINFORCED CONCRETE
CIRCULAR PIPE
END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
END SECTION FOR REINFORCED
CONCRETE ARCH PIPE
DIMENSIONS
A B C D E
PIPE
I.D.
IN.
12
15
18
24
30
36
42
48
54
60
72
5 1/2
11 1/2
12
17
18
24
28
27
36
34 1/2
23
26
26
43
53
60
61
70
65
58
75
49
47
48
54
43
37
36
28
35
40
21
72
73
74
97
96
97
97
98
100
98
96
24
29
36
48
60
71
78
84
90
96
108
IN. IN. IN. IN. IN.
SECTION F-F
24
30
36
42
48
54
60
30
38
45
53
60
68
76
19
24
29
34
38
43
48
8 1/2
9 1/2
11 1/8
15 3/4
21
25 1/2
30
39
54
60
60
60
60
60
33
18
24
36
36
36
36
72
72
84
96
96
96
96
48
60
72
78
84
90
96
EQUIVALENT (INCHES)
CIRCULAR
DIAM. (IN.)
NOMINAL (IN.) DIMENSIONS
SPAN RISE A B C D E
24
30
36
48
54
DIAM. (IN.)
CIRCULAR
EQUIVALENT
42
60
72
96
96
96
96
96
(INCHES)
96
8 1/2
9 1/2
11 1/8
25 1/2
A
DIMENSIONS
15 3/4
SPAN RISE
30
21
NOMINAL (IN.)
B C
60
60
60
60
50
60
39
36
36
36
36
46
35
33
78
90
96
84
D
60
72
48
E
29
36
43
50
58
65
72
86
18
22
27
31
36
40
44
54 31 120
72 60 39 99
PLAN
SECTION X-X
GENERAL NOTES:
1. REVISED CDOH M-603-10
2. CONCRETE END SECTIONS ARE TO BE
FURNISHED WITH TOUGE OR GROOVE AS
REQUIRED.
3. INSIDE CONFIGURATION AND JOINT OF CONCRETE
END SECTION AND PIPE SHALL MATCH.
4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN
ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM
OF 15 LINEAR FEET OF THE OUTLET END OF THE
ARE MECHANICALLY LOCKED TOGETHER. END SECTION
LENGHTS, WHEN USED, WILL BE INCLUDED IN THE
15 L.F. REQUIRED.
END VIEW
+
3"
5" 4-1/2"
%%USUPPORT 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)
%%UGRATING DETAIL
3.
2.
WEIGHT: 1100 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;7'-\1" A1;6"
\A1;6"
\A1;2'
\A1;6"
N.T.S.
\A1;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
\A1;6"
N.T.S.
%%USECTION B-B
\\A1;A1;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
%%UDESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
%%ULIFTING 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
I:\StmWtr\Criteria Manual\D44.dwg 4/7/11
DATE DRAWN: 3/3/05
D44.dwg
DRAWN BY: T. COX
DOUBLE CURB INLET
CITY OF FORT COLLINS UTILITIES
P.O. BOX 580, FORT COLLINS, CO. 80522
(970) 221-6700
STORMWATER UTILITY
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
CURB ADJUSTS 4" 2'-7" 6'-8"
3 1/4" TO 9" 6"
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.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
DIRECTION SECTION IS VIEWED)
SECTION LINE A-A (ARROWS POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 520 SQ. IN.
DETAIL
D-44
406
D5
INLET SCHEDULE
INLET SCHEDULE
INLET ID INLET TYPE
Inlet A2 Area Inlet
Inlet A6-1 Area Inlet
Inlet A8-1 Single Combination
Inlet A9 Double Combination
Inlet A10 Double Combination
Area Drains 12" Nyloplast Drain Basin**
**ALL DRAIN BASINS SHALL BE 12" NYLOPLAST DRAIN BASIN WITH DOME GRATES UNLESS
OTHERWISE NOTED
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
308
D4
PREFABRICATED WHEEL STOP
NOT TO SCALE
302
D4
DIRECTIONAL ACCESS RAMP
NOT TO SCALE
301
D4
STANDARD SIDEWALK
NOT TO SCALE
300
D4
STANDARD SIDEWALK
6"
6" 6'-0"
\A1;\A1;7" 4-1/2" 2-1"%%C HOLES
SECTION
%%UNOTE:
1. WHEEL STOPS SHALL BE PREFABRICATED
UTILIZING GRAY CONCRETE.
NOT TO SCALE
303
D4
RESIDENTIAL LOCAL STREET ACCESS RAMPS
306
D4
NOT TO SCALE
305
D4
TRENCH DETAIL
NOT TO SCALE
304
D4
TRUNCATED DOME WARNING
02/17/15
STANDARD SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1601
DRAWING
DATE:
4
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
Detached Attached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0" 6'-0"
T.C.
F.L.
Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
NOT TO SCALE
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
Radius = 8"
02/17/15
DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1606
DRAWING
DATE:
2
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. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 1
4" per foot.
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" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match
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. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
8. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (max)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
NOT TO SCALE
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb Option,
See Note 5
Curb
(TYP.) SIDEWALK
SIDEWALK
0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
NOT TO SCALE
6 IN.
SEE
DETAIL 'A'
BOLT LAYOUT PER
MANUFACTURER
B B
A
A
12" WIDE COVER
(SEE DETAIL ABOVE)
FRAME AND
ANCHORING BY
MANUFACTURER
12" WIDE COVER
(COORDINATE w/ OWNER
AND LANDSCAPE ARCH.)
1
8 IN. PER FT. SLOPE
NOTES:
1. CONFIRM FRAME AND GRATE DIMENSIONS WITH
MANUFACTURER PRIOR TO POURING CONCRETE CHASE.
2. DEPTH OF CHASE VARIES BY 1
2 IN. TO PROVIDE
1
8 IN. PER FOOT
SLOPE ALONG CHANNEL BOTTOM.
SIDEWALK
ISOMETRIC VIEW
SECTION A-A
DETAIL 'A'
SECTION B-B
4'-6"
6"
3'-0"
SEE NOTE 1
6"
2
1
2
1
DECORATIVE
IRON GRATE VARIES,
6" TYP.
FRAME AND MOUNTING
HARDWARE BY MANUFACTURER
(SEE DETAIL A)
COBBLE SWALE
1'
CHASE
1'
CHASE
TYPICAL PASS-THROUGH SIDEWALK CHASE
02/17/15
RESIDENTIAL LOCAL STREET ACCESS RAMPS
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 3 1606a
DRAWING
DATE:
FORT COLLINS ONLY
Notes:
1. Set ramp slopes using the center of the
ramp.
2. Truncated dome warning panel: Install
panels along with the concrete pour for the
ramp. Specifications for the panel material
will be provided upon request.
3. Each ramp shall align perpendicular to the
street in which the ramp is provided to
cross.
4. Refer to standard drawing 1606 in the
Laimer County urban area street standards
for other necessary criteria needed to
construct these ramps that is not specified
on this drawing.
5. Construct the ramps and walk so the corner
area all drains to the street.
6. If curb and gutter are poured monolithic with
ramp, place dome edge at back of curb as
shown. If not poured monolithic, place
dome edge 6" from back of curb.
PLAN VIEW
NTS
Ramp
Flare
Gutter
Ramp
Ramp
Flare
Curb
Curb
Conc. Flare
Panels Panels
Truncated dome
panels:
1-2'x2.5'
1-2'x2'
Truncated Dome Warning
Detection Plan Locations
LEGEND:
BOC- Back of curb
⅊ Property Line
PT - Point of Tangency
Flow line
Section A-A
NTS
4'-6"
2'-6" 2'-0"
2'-0"
t
Varies
Varies
4.5'
6.0'
.5'
1.5'
4.5'
1.5 '
12.0'
12.0'
4.5'
.5'
4.5' 6.0'
Landscaped
Area
PT Curb
A
A
6" Curb
(TYP)
0" Curb
Full height
curb
Truncated dome
warning detection
⅊
PT of walk
R15.0'
⅊
⅊ & BOW
5'-6" BOC to walk w/ vertical curb
5'-7" BOC to walk w/ drive over curb
Conc. Sidewalk
Area to be landscaped
Conc. walk
Gutter
or
Apron
Truncate Dome
Warning Panel
1:12 Max slope
1:20
Slope
PT of
curb
return
6"
Conc. Flare
6" Curb
(TYP)
NOT TO SCALE
See note 6
02/17/15
TRUNCATED DOME WARNING FOR ACCESS RAMPS
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 3 1607
DRAWING
DATE:
Curb
Flare
Varies
Curb
Flare
Ramp
Curb
Curb
Flare
Ramp
Varies
Panels
Panels
6"
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'
Notes:
1. Truncated dome warning panel:
Install panels along with the
concrete pour for the ramp.
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
back of curb.
3. If curb and gutter are poured
monolithic with ramp, place dome
edge at back of curb as shown. If
not poured monolithic, place dome
edge 6" from back of curb.
Case 1-Directional Ramps
Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Flare
6"
Flare
Varies
FORT COLLINS ONLY
Aligned with
Pedestrian flow
Gutter
or
Apron
℄Center line of ramp
BOC-Back of Curb
FOC -Face of Curb
-Flow line
Varies
2'-0"
2'-0"
A
A
FOC or ℄
2'-0"
BOC
BOC
1:20 1:12 max slope
slope
Panels embedded in the
concrete ramps
Section A-A (Center line of ramp)
NTS
Flow line Curb
and Gutter
BOC
NOT TO SCALE
See Note 3
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
307
D4
PRIVATE CONCRETE PAN
\A1;48"
\A1;1"\A1;6"
{NOTES:
}1.PROVIDE CONTROL JOINTS AT 10' INTERVALS.
2.OPTION TO PROVIDE 4" THICK PAN W/ 6" X 6" - W14 X W14 WELDED WIRE REINFORCEMENT.
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
202
D3
STREET INTERSECTION CROSSPAN
NOT TO SCALE
201
D3
STANDARD DRIVEWAY APPROACH
NOT TO SCALE
200
D3
CURB AND GUTTER
NOT TO SCALE
203
D3
ASPHALT PAVING DETAIL (CROSSPAN)
NOT TO SCALE
206
D3
HANDICAP PARKING REQUIREMENTS
NOT TO SCALE
205
D3
STANDARD PAVEMENT MARKINGS
NOT TO SCALE
204
D3
SIGN POST
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
NOTES:
1. 6' wide pan for residential streets.
2. All intersections to have access ramps.
3. Standard Curb and Gutter Section, See Standard Drawing 701
4. 0" Curb Height, See Section A-A
5. All of these pedestrian improvements shall
be in ROW or a pedestrian or public access easement.
6. Detectable Warning to extend the full width of the ramp and be 2'-0"
in the direction of travel. Maximum slope in the direction of travel shall be no
more than 5.0 percent (1:20). Material to be approved by local engineer
7. T = 6" for residential and 8" for commercial.
8. Distance from back of curb to the beginning of Detectable
Warning cannot be greater than 5'-0"
TYPE III
DETACHED WALK
N.T.S.
SECTIONS A-A
CLASSIFICATION APPROACH
TYPE
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
* *
*
DRIVEWAY WIDTHS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 707.DRAWING 1
STREET STANDARDS
URBAN AREA DATE: 02/17/15
STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPE III)
High volume driveways (Type III or IV) allowed for 350 or
greater trip ends/day.
* 30' maximum for 3 car garages.
* *No single opening shall exceed 36'. Wider driveways shall
be divided w/a median not less than 6' wide.
1/4" per ft.
1" per ft.
1:50 Slope
T
Walk
1:50 1:12
(max.)
Gutter
Parkway
Sidewalk
Detached 1:12
A
A
(max)
2'
Flare
See Note 4
See Note 3
If Concrete Driveway
Expansion Joint
NOT TO SCALE
See Note 6
1/4" per ft. 1" per ft.
1:12 (max.)
1" per ft.
Driveway
FL
See Note 8
I, II, III, or IV
Sidewalk
Detached
SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:
* *
& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
CROSS PAN
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 7/8"
d (MIN.) d (MAX.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STREET INTERSECTION CROSSPAN
d
d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.
**
* *
L
ENGTH
(for monolithic pour)
THICKNESS
ASPHALT
DESIGNED
2T*
W
ASPHALT
2T*
W
T
W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
ASPHALT
THICKNESS
DESIGNED
AND WALK
CURB, GUTTER
ASPHALT PAVING DETAIL (CROSSPAN)
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710
DRAWING
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
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"
Double Lines
Normal Width Line
4" White
4" Yellow
4" Space
4" White
Preferential lane symbol
(6' X 4') for designated
bikeways. White pavement
marking placed 65' (min) from
the projected flowline and
Projected Flowline (FL)
NO CROSSPAN
Continental bars (9' X 1.5'):
NO CROSSPAN OR EXISTING CROSSPAN
White Stop Bar (1.5' X Length)
30' Gaps
3:1 Ratio
10' Segments
4" White
Broken Line
STANDARD
NO STOP BAR SPECIFIED
STOP BAR SPECIFIED
STOP BAR SPECIFIED
EXISTING CROSSPAN
Crosspan exits (no stop bar) -- shall
No crosspan -- shall be positioned
along projected flowline.
match the edge of the pan.
Crosspan exits (stop bar specified) --
shall be positioned along projected
flowline overlapping 4' of crosspan.
1
2
3
CROSSWALK MARKINGS
FL to stop bar
14.5' Projected
14.5' Stop
Bar to FL
13'
9'
1.5'
6' Crosspan
4'
4'
4'
NOTES:
Continental crosswalk bars shall be placed centered on each
lane line & in the center of each lane. (Lanes 5' wide or less
shall not receive a bar centered in the lane.) Both outside
Continental bars shall be centered on the curb & gutter when
possible.
If 6' crosspan exists, bars to match
pan edge to 13' from projected FL.
Exception: The downstream bike lane line shall terminate at
the curb return.
NOTE:
All longitudinal (lane) striping shall terminate at the continental
crosswalk bars when no stop bar exists. If a stop bar is
specified, the striping shall terminate at the stop bar.
REVISION NO: 1
DATE: 03/01/02
STREET STANDARDS STANDARD CONSTRUCTION DRAWINGS PAVEMENT MARKINGS
URBAN AREA
LARIMER COUNTY DRAWING
1403
65' (min)
centered on bike lane.
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
PRIVATE 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"
R1 1/2"
R2"
R2"
R1 1/2"
208
D3
–
–
HEAVY DUTY PAVING
NOT TO SCALE
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
CONCRETE
{PAVEMENT SECTION }
7" CONCRETE
CONCRETE {
PAVEMENT SECTION }
5" CONCRETE
207
D3
OUTFALL INFLOW
ASPHALT {
PAVEMENT SECTION}
STANDARD DUTY PAVING
ASPHALT {
PAVEMENT SECTION}
7"
APPROVED
SUBGRADE
9"
APPROVED
SUBGRADE
4" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
5.5" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
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.
%%UALTERNATE 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
TRENCH
PVC SEWER PIPE
%%UCROSS SECTION
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
SERVICE WYE
8 IN. PVC SEWER PIPE
%%UPLAN VIEW
45%%D MAX.
4 IN. X 4 IN. MARKER POST
AIR-TIGHT PLUG
45%%D 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
\A1;4" TYP
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
NOT TO SCALE
105
D2
TRENCH AND BEDDING MANHOLE
NOT TO SCALE
106
D2
SANITARY SEWER SERVICE CONNECTION
NOT TO SCALE
107
D2
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
All changes, addendums, 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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
BREAK
REFER TO SECTION 02644
\A1;1'-0"
TRACER WIRE/
LOCATING BOX
\A1;1'-6"
SCALE: NTS
TYPICAL FIRE HYDRANT INSTALLATION
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
SCALE: NTS
TYPICAL GATE VALVE INSTALLATION
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
NOTE:
VALVE BOX SHALL BE CENTERED AND PLUMB OVER THE OPERATING NUT.
REFER TO SECTION 02641
2" SQUARE
OPERATING NUT,
OPEN LEFT
\A1;3/8" BURY IN PAVED STREET
\A1;GATE VALVE
\pxt14;{\W1;STANDARD 2-PIECE C.I. VALVE BOX W/C.I. LID MARKED "WATER"} \A1;STANDARD VALVE BOX
PIPE
SIZE BENDSTEE
OR
PLUG
11 1/4%%D 22 1/4%%D 45%%D 90%%D
6"
8"
12"
0.7
1.2
2.6
1.4
2.5
5.2
2.9
5.0
10.2
5.3
9.3
18.8
3.8
6.5
13.3
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
%%UTYPICAL BEND %%UTEE
%%UPLUG %%UTYPICAL CROSS-SECTION
3" MIN.
3" MIN.
GENERAL NOTES:
1. Bearing surface areas shown in chart are minimum.
2. All fittings to be wrapped with polyethylene.
3. Data in table is based on a pipeline test pressure of
150 psi (min.) and a soil bearing capacity of 1,000 lb/sq. ft.
Adjust the dimensions as required to suit the field conditions
encountered by Engineer.
4. Thrust blocks on pipe larger than 12 inches diameter shall
be designed for conditions existing at the installation site.
5. Refer to Section 03300 and 02713.
SCALE: NTS
TYPICAL CONCRETE THRUST BLOCKS
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
6-18-2010
NOT TO SCALE
100
D1
FIRE HYDRANT GATE VALVE
NOT TO SCALE
101
D1
METER PIT
NOT TO SCALE
102
D1
103
D1
THRUST BLOCKS
NOT TO SCALE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
All changes, addendums, 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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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 GRAVITY BLOCK (TYP.)
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.)
WATERLINE LOWERING ELEVATIONS
# CROSSING DESCRIPTION 1 2 3 4 D T
1 STORM DRAIN A AND COUNTY FAIR LANE 4908.33 4904.49 4904.49 4908.33 24" 3.8
2 STORM DRAIN A8 AND COUNTY FAIR LANE 4907.85 4904.79 4904.79 4907.85 24" 3.1
NOT TO SCALE
104
D1
WATER MAIN LOWERING
48 INCHES
INSTALL LID 1/2 INCH
ABOVE FINAL GRADE
24 INCHES
MANHOLE 12 INCHES RUNGS O.C. 66 IN. MAX.
54 IN. MIN.
8 INCH LAYER OF 3/4 TO 1-1/2 IN. GRAVEL
12 IN.
FLOW
{GENERAL NOTES:}
1. Meter setting devices to be "custom setters" with by-pass and flanged ball valves. Meter setters to
be supported by 2 - 18" lengths of 1" iron pipe inserted through eyelets and set atop 8" x 8"
concrete blocks.
2. This meter is not to be installed in any street, alley, parking area or driveway.
3. No landscaping (trees, shrubs, boulders, etc.) is to be within 5 feet of meter pit.
4. Ground surrounding meter pit shall slope away from lid.
5. No plumbing connections are to be made in meter pit.
6. Lawn sprinkler connections are to be at least 5 feet from meter pit on the outlet side.
7. Irrigation systems require an isolation valve downstream of vault, minimum of 5 feet.
8. Valves to be operated by District personnel only, with exception to the irrigation isolation valve.
ALUMINUM RING AND COVER
MARKED "WATER" 3"x{}" RECESS
W/RECESSED 2" HOLE PENETRATION
8"X8" CONC
BLOCK EACH
SIDE (TYP)
PRECAST
CONCRETE
MANHOLE
\A1;5'-0"
OUTLET
ISOLATION VALVE
(REQUIRED FOR
IRRIGATION SYSTEMS)
SCALE: NTS
TYPICAL INSTALLATION FOR 1-1/2" & 2" METERS
FORT COLLINS - LOVELAND WATER DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
\A1;1' MIN. COVER
REFER TO SECTION 02646
HDPE GRADE RINGS
8-6-2014
1
2 3
4
T (ft)
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM
SPACING OF 50 FEET.
3. SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED LIGHT POLE
EXISTING LIGHT POLE
EXISTING STORM SEWER
EXISTING CURB & GUTTER
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.15%
-2.24%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+75
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.14%
-2.23%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.15%
-2.20%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+25
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.59%
-2.29%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.58%
-2.19%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+75
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-1.78%
-0.74%
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
-2.00%
0.90%
4913.8
4914.01
4914.1
4914.14
4913.4
4914.23
4913.3
4914.18
4913.3
4913.96
4913.2
4913.59
4913.2
4913.27
4913.6
4913.12
4913.9
4913.15
4914.5
4913.29
30" VERTICAL
CURB & GUTTER
PROPOSED
GROUND
EXISTING
GROUND
SIDEWALK
PROPOSED
GROUND
EXISTING
GROUND
VB
X
X
ZIEGLER ROAD
COUNTY FAIR LANE
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY
EASEMENT
EXISTING 4.5' SIDEWALK
EXISTING 4.5' SIDEWALK
5' CURB
TRANSITION
5' CURB
TRANSITION
30'
-
9+75
10+00
10+25
10+50
10+75
11+00
11+25
11+50
11+75
12+00
PROPOSED SAWCUT
PROPOSED SAWCUT
4.5' SIDEWALK
51' ROW
COUNTY FAIR LANE
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. 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.
3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
EXISTING LOT LINES
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED EASEMENT LINE
PROPERTY BOUNDARY
EXISTING FENCE
X
XS1
CROSS-SECTIONS
COUNTY FAIR LANE A. Reese
B. Ruch
1"=20'
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED PEDESTRIAN
ACCESS RAMPS
PROPOSED LOT LINES
1"=10'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED PEDESTRIAN
ACCESS RAMPS
1. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE
LCUASS STANDARDS.
2. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS
ON SAME POLE, PER LCUASS DRAWING 1401.
3. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE
PERFORMED BY THE TOWN OF TIMNATH TRAFFIC ENGINEER. ALL DISCREPANCIES
IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE
2-YEAR WARRANTY PERIOD WILL BEGIN.
4. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES.
5. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED
VIEW OF EACH SIGN.
6. 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 TOWN OF TIMNATH 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).
7. THE LAYOUT OF ALL SIGNING AND STRIPING USING 3-M TEMPORARY TAPE AT A
MINIMUM OF 50' SPACING SHALL BE APPROVED BY THE CITY STREET INSPECTOR
PRIOR TO TH E INSTALLATION
8" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
DOUBLE YELLOW LINE
4" SOLID LINE, 4" DASHED LINE; 4" APART
STRIPING LEGEND:
PAVEMENT STRIPING AND MARKINGS:
4" SOLID WHITE LINE
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
1
3
4
5
A
2 8" DASHED WHITE EXTENSION LINE
PREFORMED PLASTIC PAVEMENT MARKING
24" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
C
B
D
E
2" SEGMENTS, 4" APART
6 4" BROKEN WHITE LINE
7 4" SOLID YELLOW LINE
F 18" x 9' CROSS-WALK
10' SEGMENTS, 30' GAPS
PROPOSED LOT LINES
A.D. = 2.10
K = 35.71
4913.89
4914.01
4914.14
4914.23
4914.18
4913.96
4913.59
4913.27
4913.12
4913.15
4913.29
4913.44
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4913.63
4913.75
4913.85
4913.76
4913.48
4913.07
4912.75
4912.67
4912.92
4913.29
2.00%
0.50% 0.50%
-1.80%
0.50%
0.90%
1.70%
-1.11%
-0.90%
1.30% 1.30%
-0.50%
-0.50%
-1.50%
-1.50%
PVI STA = 9+50.56
PVI ELEV = 4913.50
PVI STA = 12+16.11
PVI ELEV = 4913.58
PVI STA = 9+99.58
PVI ELEV = 4913.75
PVI STA = 10+88.91
PVI ELEV = 4913.24
PVI STA = 11+50.18
PVI ELEV = 4912.67
PVI STA = 11+68.54
PVI ELEV = 4912.84
PVI STA = 12+11.81
PVI ELEV = 4913.49
PVI STA = 11+30.18
PVI ELEV = 4912.69
PVI STA = 11+35.18
PVI ELEV = 4912.65
PVI STA = 11+77.04
PVI ELEV = 4912.95
PVI STA = 11+88.54
PVI ELEV = 4913.10
PVI STA = 11+38.30
PVI ELEV = 4912.63
PVI STA = 11+40.18
PVI ELEV = 4912.62
PVI STA = 11+08.20
PVI ELEV = 4912.95
PVI STA = 11+11.09
PVI ELEV = 4912.90
71.4' VC
HP ELEV = 4913.85
HP STA = 10+27.09
PVI STA = 10+47.27
PVI ELEV = 4913.99
BVCS: 10+11.55
BVCE: 4913.81
EVCS: 10+82.98
EVCE: 4913.34
A.D. = 2.30
K = 31.07
4913.43
4913.56
4913.68
4913.78
4913.73
4913.54
4913.21
4912.82
4912.55
4912.68
4912.80
0.50%
0.50%
0.50%
-1.81% 0.50%
0.50%
-0.50%
-0.90%
-1.30%
-1.50%
-1.50%
-1.51%
-1.51%
-1.38%
-1.38%
PVI STA = 9+48.98
PVI ELEV = 4913.42
PVI STA = 11+80.58
PVI ELEV = 4912.70
PVI STA = 10+00.00
PVI ELEV = 4913.68
PVI STA = 12+11.14
PVI ELEV = 4912.86
PVI STA = 12+15.93
PVI ELEV = 4912.88
PVI STA = 11+21.23
PVI ELEV = 4912.88
PVI STA = 11+49.21
PVI ELEV = 4912.55
PVI STA = 11+44.21
PVI ELEV = 4912.57
PVI STA = 11+39.21
PVI ELEV = 4912.62
PVI STA = 11+09.79
PVI ELEV = 4913.07
PVI STA = 11+16.07
PVI ELEV = 4912.97
PVI STA = 11+30.19
PVI ELEV = 4912.74
PVI STA = 11+34.21
PVI ELEV = 4912.68
PVI STA = 10+88.85
PVI ELEV = 4913.37
PVI STA = 10+97.91
PVI ELEV = 4913.24
78.6' VC
HP ELEV = 4913.78
HP STA = 10+30.13
PVI STA = 10+48.36
PVI ELEV = 4913.92
BVCS: 10+09.08
BVCE: 4913.73
EVCS: 10+87.65
EVCE: 4913.38
A.D. = 1.88
K = 41.79
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
24" RCP STORM
STA.=11+06.77
INV.=4907.22
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
VB
X X
GM
GM
GM
GM
COUNTY FAIR LANE
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY
EASEMENT
EXISTING 4.5' SIDEWALK
EXISTING 4.5' SIDEWALK
5' CURB
TRANSITION
5' CURB
TRANSITION
30'
-
TIE TO EXISTING
TIE TO EXISTING
PROPOSED SAWCUT
STORM DRAIN A
SEE SHEET ST1
AREA DRAIN
SEE SHEET U1
AREA DRAIN
SEE SHEET U1
PROPOSED SAWCUT
AREA DRAIN
SEE SHEET U1
PROPOSED
"STOP" SIGN 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. 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.
3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREP., DESIGN, AND
RECOMMENDATIONS.
EXISTING LOT LINES
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED EASEMENT LINE
PROPERTY BOUNDARY
EXISTING FENCE
X
R1
PLAN & PROFILE
COUNTY FAIR LANE A. Reese
B. Ruch
1"=20'
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
CENTERLINE
COUNTY FAIR LANE
SCALE : 1" = 20' (H) 1" = 5' (V)
LEFT FLOWLINE
COUNTY FAIR LANE
SCALE : 1" = 20' (H) 1" = 5' (V)
RIGHT FLOWLINE
COUNTY FAIR LANE
SCALE : 1" = 20' (H) 1" = 5' (V)
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED PEDESTRIAN
ACCESS RAMPS
PROPOSED LOT LINES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
5 0 5 Feet
5
10 15
LEGEND:
PROPOSED SUBGRADE SPOT ELEVATION
33.43
PROPOSED SUBGRADE SLOPES
NOTES:
2.0%
EXISTING SPOT ELEVATION
PROPOSED PVC STORM
PROPOSED FINISHED GRADE SPOT ELEVATION
33.43
(33.43)
S.G.
1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
2. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
3. ALL CURB SPOTS SHOWN ARE FISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS
STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD
OBSERVATION AND DOCUMENTATION OF THE FOLLOWING SYSTEM ITEMS IN THE VAULT
AREA:
- SUBGRADE
- INSTALLATION OF GEOTEXTILE FABRIC
- PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL
- PLACEMENT AND COMPACTION OF BASE MATERIAL
- PLACEMENT OF VAULTS
5. SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE
DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS PRIOR
TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL.
6. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE
THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS
INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE
OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE
VAULT SYSTEM.
7. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER
INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT
SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR
DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN
18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR.
8. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION,
PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE VAULT
SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE VAULT AREA. MUD AND
SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE VAULT AREA.
TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS
NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE VAULT AREA.
SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE VAULT AREA,
PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION
TO ALL PARTIES WORKING ONSITE.
9. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND ELECTRIC
LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE
THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES.
12.43
2.0%
2.0%
2.3%
2.3%
2.0%
BLOCK 2
NATURAL HABITAT BUFFER
ZONE BOUNDARY
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
AREA DRAIN
SEE SHEET U2
2-6" STEPS
2-6" STEPS
3-6" STEPS
2-6" STEPS
McCLLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
G6
GRADING PLAN
A. Reese
B. Ruch
1"=10'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
KEYMAP
NTS
G4 G1
G5 G2
G6 G3
MATCH LINE - SEE SHEET G3
MATCH LINE - SEE SHEET G5
13.67
14.18
14.09
12.32
12.80
13.32
12.08
12.00
12.43
11.85
11.96
12.01
12.82
12.05
12.82
12.49
12.82
12.49
12.93
12.41
12.32
11.93
11.94
11.98
12.77
11.78
12.00
12.04
12.02
11.57
12.65
12.09
12.08
12.20
13.20 11.92
13.15
11.93
12.20
12.70
13.70
12.70
13.70
12.33
12.48
12.42
12.69
13.15
13.20
13.70
12.95
13.70
13.20
13.10
13.03
13.32
14.20
14.20
13.70
13.65
13.61
14.20
13.32
12.32
12.02
11.96
2.0%
1.4% 1.8%
0.7%
1.8% 0.3% 0.5%
2.0%
2.0%
11.99
11.88
1.5%
14.50
5.4% 5.0%
12.40
13.39
13.80
12.35
12.29
12.14
12.63
14.20
12.10
2.1%
2.0%
12.02
2.0%
BLOCK 2
1-6" STEP
1-6" STEP 1-6" STEP
2-6" STEPS
2-6" STEPS 2-6" STEPS
2-6" STEPS
EXISTING
STORM DRAIN
AREA DRAIN
SEE SHEET U2
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
G5
GRADING PLAN
A. Reese
B. Ruch
1"=10'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
KEYMAP
NTS
MATCH LINE - SEE SHEET G6
G4 G1
G5 G2
G6 G3
MATCH LINE - SEE SHEET G2
MATCH LINE - SEE SHEET G4
2.0%
4.9%
2.0%
2.0%
16.63
16.07
13.52
13.81
13.92
13.35
13.03
14.49
16.41
17.00
16.00
15.57
15.08
15.08
14.92
14.54
14.41
14.20
14.20
13.87
14.47
14.94
14.02
13.92
13.83
17.22
17.34
17.51
17.52
17.21
17.03
16.72
16.77
16.76
16.25
16.77
16.27
15.52
16.27
15.77
15.77
14.79
15.27
15.27
14.77
14.43
14.77
13.96
16.77
16.15
15.42
2.0%
2.0%
2.0%
14.08
14.14
14.16
14.49
14.61
15.00
15.32
15.11
15.66
14.66
15.77
16.16
15.11
16.16
15.16
16.11
16.66
16.16
15.81
16.66
16.16
17.10
17.13
16.41
(15.93)
14.32
(14.00)
15.71
16.17
16.39
(17.00)
17.11
17.16
17.36
16.87
2.0%
1.5%
1.7%
15.93
1.7%
17.16
17.27
17.01
BLOCK 1
EXISTING
STORM DRAIN
1-6" STEP 1-6" STEP
2-6" STEPS
2-6" STEPS
2-6" STEPS
2-6" STEPS
TRASH
ENCLOSURE LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
G4
GRADING PLAN
A. Reese
B. Ruch
1"=10'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
KEYMAP
NTS
MATCH LINE - SEE SHEET G5
G4 G1
G5 G2
G6 G3
MATCH LINE - SEE SHEET G1
10.97
9.22
10.52
11.29
11.21
10.13
10.79
11.21
11.71
10.58
10.21
10.87
2.0%
2.0%
1.0%
1.0%
2.0%
3.1%
11.20
9.94
10.01
10.90
11.16
11.39
BLOCK 2
DETENTION
CHAMBERS
EXISTING
WETLAND LIMIT
EXISTING
STORM DRAIN
PROPOSED
1' SIDEWALK CHASE
STORM DRAIN A
SEE SHEET ST1
AREA DRAIN
SEE SHEET U2
2-6" STEPS
2-6" STEPS
TIE TO EXISTING
SIDEWALK
AREA DRAIN
SEE SHEET U2
McCLLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
G3
GRADING PLAN
A. Reese
B. Ruch
1"=10'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
KEYMAP
NTS
G4 G1
G5 G2
G6 G3
MATCH LINE - SEE SHEET G6
MATCH LINE - SEE SHEET G3
12.00
12.10
12.71
11.84
12.71
11.60
12.21
12.21
11.19
11.71
11.28
11.92
11.68
13.23
13.14
12.68
12.24
12.32
12.27
12.32
12.39
12.71
12.39
11.04
11.29
11.55
11.52
11.63
11.91
12.21
12.13
12.30
12.66
12.81
12.93
12.89
13.68
12.90
11.16
12.16
12.04
12.26
13.26
12.16
13.26
13.26
12.76
13.76
12.76
13.09
11.84
11.45
10.88
10.90
10.79
10.73
11.09
12.59
11.09
12.59
11.05
11.55
10.68
10.48
10.60
2.0%
12.54
12.36
12.36
1.0%
1.0% 1.0%
0.5% 0.5%
0.5%
2.0%
2.0%
2.0%
1.6%
1.5%
2.0%
2.0%
2.0%
2.0%
0.7%
0.7%
12.54
12.42
12.71
12.04
11.55
12.32
12.08
12.00
11.85
BLOCK 2
BLOCK 2
BLDG D
AREA DRAIN
SEE SHEET U1
2-6" STEPS 1-6" STEP
2-6" STEPS
TRASH ENCLOSURE
2-6" STEPS 3-6" STEPS
3-6" STEPS
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
G2
GRADING PLAN
A. Reese
B. Ruch
1"=10'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
KEYMAP
NTS
MATCH LINE - SEE SHEET G3
G4 G1
G5 G2
G6 G3
MATCH LINE - SEE SHEET G5
MATCH LINE - SEE SHEET G1
17.64
17.64
17.14
16.64 16.64
17.14
16.60
16.64
15.97
15.64
15.36
16.09
16.76
16.55
16.14
15.59
16.63
16.87
16.07
16.78
16.26
16.28
15.34
15.76
15.81
14.61
15.30
15.35
14.25
14.81
14.76
13.49
14.74
15.05
13.17
COUNTY FAIR LANE
13.33
14.37
17.87
17.77
16.31
16.02
15.42
15.25
15.07
16.33
17.82
18.07
17.70
13.95
13.39
13.72
17.26
17.39
17.32
(18.31)
17.16
17.32
18.02
18.10
15.53
16.34
16.46
16.41
2.0%
2.0%
2.5%
2.7%
4.1%
5:1
5.4%
17.59
16.77
16.15
15.42
14.70
14.33
13.57
1.8%
2.0%
2.0%
2.0%
BLOCK 1
STORM DRAIN A5
SEE SHEET ST1
PROPOSED
2' SIDEWALK CHASE
AREA DRAIN
SEE SHEET U1
1-6" STEP
1-6" STEP
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
NOTES:
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SWALE
PROPOSED LOT LINE
G1
GRADING PLAN
A. Reese
B. Ruch
1"=10'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
KEYMAP
NTS
MATCH LINE - SEE SHEET G2
G4 G1
G5 G2
G6 G3
MATCH LINE - SEE SHEET G4
GROUND
EXISTING
GROUND
STMH A (5'Ø FLAT TOP)
STA 10+00.00
RIM 4910.3±
INV. IN 4905.14 (N)
INV. IN 4905.14 (W)
INV. OUT 4905.14 (S)
9.59 LF
30" RCP
@ 0.50%
CONNECTION A1
STA 10+09.59
INV. 4905.18 (W)
INV. 4905.85 (N)
INV. 4905.18 (E)
INLET A2
STA 10+85.38
FL. EL 4910.2±
INV. IN 4905.56 (W)
INV. OUT 4905.56 (E)
6.16 LF
30"
@ 0.50%
4.75 LF
18" PVC
@ 0.50%
CONNECTION A4
STA 10+96.29
INV. 4905.62 (N)
INV. 4905.62 (W)
INV. 4905.62 (E)
4.04 LF
18" PVC
@ 0.50%
STORMTECH 740
VAULTS @ 0.50%
28.03 LF
18" HDPE
@ 0.50%
INLET A10
STA 15+14.19
FL. EL 4913.4±
INV. IN 4907.71 (W)
INV. OUT 4907.71 (SE)
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
CONNECTION A4
STA 10+96.29
INV. 4905.62 (N)
INV. 4905.62 (W)
INV. 4905.62 (E)
8" PVC SANITARY
STA.=12+25.79
INV.=4899.94
8" PVC WATER
STA.=14+22.26
TOP=4904.50
6" PVC SANITARY
STA.=14+54.01
INV.=4902.17
6" PVC SANITARY
STA.=15+02.17
INV.=4902.35
18" MIN.
\A1;18" 100-YR HGL MIN.
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+75 10+00 10+50
STMH A8 (FLAT TOP)
STA 10+00.00
RIM 4913.1±
INV. IN 4907.49 (N)
INV. IN 4907.49 (S)
INV. OUT 4907.49 (W)
INLET A8-1
STA 10+16.10
FL. EL 4912.5±
INV. IN 4907.57 (SE)
INV. OUT 4907.57 (N)
16.10 LF
15" RCP
@ 0.50%
PROPOSED
GROUND
EXISTING
GROUND
8" PVC WATER
STA.=10+10.00
TOP=4904.79
18" MIN.
100-YR HGL
CC
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
VB
SS SS
SS
SS SS
SS
SS SS
S
S
S
S
S
W
W
S
W
GM
GM
GM
GM
GM
GM
EM
EM
EM
EM
W
W
W
W
W
235.45 LF 24" RCP @ 0.50%
75.79 LF 30" RCP @ 0.50%
96.56 LF STORMTECH 740 VAULTS @ 0.50%
38.42 LF 24" RCP @ 0.50%
15.41 LF 24" RCP @ 0.50%
AREA DRAIN
SEE SHEET U2
AREA DRAIN
SEE SHEET U2
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE B
SEE SHEET SS1
STMH A (5'Ø FLAT TOP)
STA 10+00.00
N: 1429923.74
E: 3134259.65
9.59 LF 30" RCP @ 0.50%
CONNECTION A1
STA 10+09.59
N: 1429925.59
E: 3134250.24
INLET A2
STA 10+85.38
N: 1429939.89
E: 3134175.82
6.16 LF 30" @ 0.50%
STMH A3 (FLAT TOP)
STA 10+91.54
N: 1429939.70
E: 3134169.66
4.75 LF 18" PVC @ 0.50%
CONNECTION A4
STA 10+96.29
N: 1429939.56
E: 3134164.91
4.04 LF 18" PVC @ 0.50%
VAULT CONNECTION A5
STA 11+00.33
N: 1429943.60
E: 3134164.79
STMH A6 (FLAT TOP)
STA 11+96.89
N: 1430040.11
E: 3134161.86
10.86 LF
18" PVC
@ 0.50%
INLET A6-1
INV. OUT=4906.17 (W)
FG=4911.16
N: 1430040.46
E: 3134172.71
STMH A7 (FLAT TOP)
STA 14+32.34
N: 1430275.45
E: 3134154.60
STMH A8 (FLAT TOP)
STA 14+70.76
N: 1430286.45
E: 3134191.41
INLET A9
STA 14+86.16
N: 1430301.22
E: 3134187.02
28.03 LF 18" HDPE @ 0.50%
INLET A10
STA 15+14.19
N: 1430316.81
E: 3134163.73
AREA DRAIN
SEE SHEET U1
AREA DRAIN
SEE SHEET U1
WATER LINE LOWERING
SEE DETAILS
LOT 20 TRACT B
LOT 17 LOT 18 LOT 19
LOT 22
LOT 21
LOT 23
LOT 13 LOT 14
LOT 15 LOT 16
LOT 12
LOT 8 LOT 9 LOT 10 LOT 11
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
EXISTING
WETLAND LIMIT
NATURAL HABITAT BUFFER
ZONE BOUNDARY
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
CUT IN MANHOLE
CONNECT TO
EXISTING 24" STORM DRAIN
EXISTING INLET
EXISTING 12"
SANITARY SEWER
EXISTING 30'
SANITARY SEWER
EASEMENT
PROPOSED 6"
SANITARY SERVICE (TYP.)
PROPOSED 6"
FIRE SERVICE (TYP.)
PROPOSED 2"
WATER SERVICE (TYP.)
AREA DRAIN
SEE SHEET U1
8
"
P
V
C
W
A
T
E
R
8
"
P
V
C
W
A
T
E
R
STORM DRAIN A8
SEE THIS SHEET
ZIEGLER ROAD
COUNTY FAIR LANE
LOT 1 LOT 2
LOT 5 LOT 6 LOT 7
LOT 14
EXISTING 24" RCP
STORM DRAIN
EXISTING 12" WATER
S
S
W
W
S
W
W
W
GM
GM
GM
W
W
W
16.10 LF 15" RCP @ 0.50%
STORM DRAIN A
SEE THIS SHEET
WATER LINE LOWERING
SEE DETAILS
LOT 12 LOT 13 LOT 14
8
"
P
V
C
W
A
T
E
R
8
"
P
V
C
W
A
T
E
R
COUNTY FAIR LANE
STMH A8 (FLAT TOP)
STA 10+00.00
N: 1430286.45
E: 3134191.41
INLET A8-1
STA 10+16.10
N: 1430271.03
E: 3134196.05
LOT 1 LOT 2
SANITARY LINE B
SEE SHEET SS1
AREA DRAIN
SEE SHEET U1
AREA DRAIN
SEE SHEET U1
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
PROPOSED EASEMENT LINE
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
STORM DRAINS, 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. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. 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. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
8. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
PROPOSED RIGHT OF WAY
PROPOSED AREA DRAINS
INLET SCHEDULE
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
NOTES:
LEGEND:
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
ST1
PLAN & PROFILE
POND OUTFALL A, STORM DRAIN B & B5 A. Reese
B. Ruch
1"=30'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
STORM DRAIN A8 STORM DRAIN A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
PROPOSED LOT LINE
INLET SCHEDULE
INLET ID INLET TYPE
Inlet A2 Area Inlet
Inlet A6-1 Area Inlet
Inlet A8-1 Single Combination
Inlet A9 Double Combination
Inlet A10 Double Combination
Area Drains 12" Nyloplast Drain Basin**
**ALL DRAIN BASINS SHALL BE 12" NYLOPLAST DRAIN BASIN WITH DOME GRATES UNLESS
OTHERWISE NOTED
LOT 6
LOT 7
BLDG C
SSMH A2
STA 11+30.29
N: 1430069.41
E: 3134169.83
SSMH A
STA 10+00.00
N: 1430063.51
E: 3134039.67
BLDG D SERV
INV. OUT=4900.57 (W)
FG=4912.21
CONNECTION A1
STA 10+73.82
N: 1430066.81
E: 3134113.42
BLDG E SERV
INV. OUT=4899.16 (N)
FG=4912.62
STORM DRAIN A
SEE SHEET ST1
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00
SSMH A
STA 10+00.00
RIM 4911.5±
INV. IN 4897.35 (N)
INV. IN 4897.51 (E)
INV. OUT 4897.35 (S)
73.82 LF 8" PVC @ 2.00%
CONNECTION A1
STA 10+73.82
INV. 4898.99 (E)
INV. 4899.07 (S)
INV. 4898.99 (W)
56.46 LF 8" PVC @ 2.00%
SSMH A2
STA 11+30.29
RIM 4911.5±
INV. IN 4900.28 (E)
INV. OUT 4900.12 (W)
PROPOSED
GROUND
EXISTING
GROUND
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
6" PVC FIRE
STA.=11+07.69
TOP=4906.95
24" RCP STORM
STA.=11+21.42
INV.=4906.26
8" HDPE STORM
STA.=10+34.11
INV.=4908.38
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00
SSMH B4
STA 11+45.58
RIM 4913.0±
INV. IN 4901.97 (N)
INV. IN 4901.97 (S)
INV. OUT 4901.80 (W)
72.51 LF 8" PVC @ 2.00%
6.00 LF 8" PVC @ 2.00%
6.16 LF 8" PVC @ 2.00%
SSMH B1
STA 10+60.91
RIM 4914.2±
INV. IN 4900.11 (E)
INV. OUT 4899.91 (W)
60.91 LF 8" PVC @ 2.00%
EXMH B
STA 10+00.00
RIM 4913.8±
INV. IN 4898.89 (W)
INV. IN 4898.69 (E)
INV. OUT 4898.49 (S)
CONNECTION B2
STA 10+67.07
INV. 4900.23 (E)
INV. 4900.32 (S)
INV. 4900.23 (W)
CONNECTION B3
STA 10+73.07
INV. 4900.35 (E)
INV. 4900.44 (N)
INV. 4900.35 (W)
PROPOSED
GROUND
EXISTING
GROUND
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
6" PVC FIRE
STA.=10+47.91
TOP=4909.14
CONNECT TO
EXISTING MH
CC
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
VB
X
X
SS SS
SS SS SS
S
S
S
W
W
W
S
W
W
W
GM
GM
GM
GM
W
W
W
W
COUNTY FAIR LANE
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY
EASEMENT
EXISTING 4.5' SIDEWALK
EXISTING
STORM DRAIN
EXISTING FH
CONNECT TO EXISTING
SANITARY MANHOLE
60.91 LF 8" PVC @ 2.00%
72.51 LF 8" PVC @ 2.00%
44.53 LF
6" PVC
@ 2.00%
45.24 LF 6" PVC @ 2.00%
6.00 LF
8" PVC
@ 2.00%
6.16 LF 8" PVC @ 2.00%
30.15 LF 6" PVC @ 2.00%
39.59 LF 6" PVC @ 2.00%
OWNER:HARVEST
MASTER HOA
ASSOCIATION
OWNER: HARVEST MASTER
HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390
INTERLOCKEN CRESCENT STE 500
BROOMFIELD, CO 80021
EXISTING 10"
SANITARY SEWER
EXISTING 8"
SANITARY SEWER
EXISTING
8" WATER
STORM DRAIN A
SEE SHEET ST1
8" PVC WATER
8
"
P
V
C
W
A
T
E
R
PROPOSED 6"
FIRE SERVICE (TYP.)
PROPOSED 2"
WATER SERVICE (TYP.)
BLDG B
BLDG C
BLDG A
LOT 13
LOT 12
LOT 1
LOT 2
LOT 6
LOT 7
LOT 14
CONNECTION B3
STA 10+73.07
N: 1430270.48
E: 3134103.03
EXMH B
STA 10+00.00
N: 1430266.76
E: 3134030.46
SSMH B1
STA 10+60.91
N: 1430267.00
E: 3134091.38
SSMH B4
STA 11+45.58
N: 1430291.24
E: 3134172.50
BLDG C SERV
INV. OUT=4902.87 (N)
FG=4913.01
BLDG B SERV
INV. OUT=4902.86 (S)
FG=4914.67
BLDG F SERV
INV. OUT=4901.11 (N)
FG=4913.66
CONNECTION B2
STA 10+67.07
N: 1430268.76
E: 3134097.28
BLDG A SERV
INV. OUT=4901.04 (S)
FG=4913.88
AREA DRAIN
SEE SHEET U1
AREA DRAIN
SEE SHEET U1
AREA DRAIN
SEE SHEET U1
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
SANITARY SEWER LINE A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED LOTLINE
APPROXIMATE GAS METER LOCATION GM
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION EM
EXISTING WETLAND
PROPOSED SUBDRAIN SD
PROPOSED TELEPHONE T
PROPOSED GAS G
EXISTING CABLE CTV
EXISTING ELECTRIC E
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. SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS.
3. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED
GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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 AND UNDERDRAINS.
7. ALL SANITARY MANHOLES TO BE 4'Ø
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
All changes, addendums, 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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
SS1
PLAN & PROFILE
SANITARY SEWER LINES A & B A. Reese
B. Ruch
1"=30'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
SANITARY SEWER LINE B
PROPOSED SEWER SERVICE & CLEAN OUT S
PROPOSED WATER SERVICE, CURB STOP, & METER PIT
PROPOSED FIRE SERVICE F
W
EXISTING
OVERHEAD UTILITY
8" PVC SANITARY
SSMH A
EXMH
SSMH A2
EXISTING 30'
SANITARY SEWER
EASEMENT
EXISTING 12"
SANITARY SEWER
30" RCP STORM
STMH A3 (FLAT TOP)
OWNER: HARVEST MASTER
HOMEOWNERS
ASSOCIATION
MAILING ADDRESS: 390
INTERLOCKEN CRESCENT
STE 500
BROOMFIELD, CO 80021
OWNER: CITY OF
FORT COLLINS
OWNER: CITY OF
FORT COLLINS
EXISTING
WETLAND LIMIT
NATURAL HABITAT BUFFER
ZONE BOUNDARY
BLDG D
BLDG F BLDG E
BLDG C
LOT 10 LOT 11
LOT 8 LOT 9
TRACT B
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
CONNECTION A1
INV. IN=4905.18 (W)
INV. IN=4905.85 (N)
INV. OUT=4905.18 (E)
FG=4910.11
13.93 LF 8" HDPE @ 1.00%
BASIN A1-1
INV.=4905.99
FG=4909.50
LOT 3 LOT 4 LOT 5 LOT 6
LOT 7
LOT 15 LOT 16
LOT 20
LOT 17
LOT 18
LOT 19 LOT 22
LOT 21 LOT 23
BLOCK 2
BLOCK 2
30" RCP STORM
45° BEND A4-1
INV.=4907.16
FG=4911.02
21.92 LF
12" HDPE
@ 2.15%
45° BEND A4-2
INV.=4907.63
FG=4911.56
11.73 LF
12" HDPE
@ 2.15%
BASIN A4-3
INV.=4907.88
FG=4911.42
14.68 LF
12" HDPE
@ 0.50%
BASIN A4-4
INV.=4907.95
FG=4911.40
9.43 LF
8" HDPE
@ 0.50%
BASIN A4-5
INV.=4908.00
FG=4911.54
12.67 LF
8" HDPE
@ 0.50%
BASIN A4-6
INV.=4908.06
FG=4911.51
14.07 LF
8" HDPE
@ 0.50%
BASIN A4-7
INV.=4908.13
FG=4911.58
21.90 LF
8" HDPE
@ 0.50%
BASIN A4-8
INV.=4908.24
FG=4911.52
14.57 LF
8" HDPE
@ 0.50%
BASIN A4-9
INV.=4908.32
FG=4911.88
18.86 LF
8" HDPE
@ 0.50%
BASIN A4-10
INV.=4908.41
FG=4911.57
9.48 LF
8" HDPE
@ 1.50%
BASIN A4-11
INV.=4908.55
FG=4911.92
14.81 LF
8" HDPE
@ 1.50%
BASIN A4-12
INV.=4908.77
FG=4911.93
13.72 LF
8" HDPE
@ 1.50%
BASIN A4-13
INV.=4908.98
FG=4912.20
26.28 LF
8" HDPE
@ 0.50%
BASIN A4-14
INV.=4909.11
FG=4912.33
13.20 LF
8" HDPE
@ 0.50%
BASIN A4-15
INV.=4909.18
FG=4912.55
28.14 LF
8" HDPE
@ 0.50%
BASIN A4-16
INV.=4909.32
FG=4912.96
INV.=4909.41
STORM DRAIN A
SEE SHEET ST1
24" RCP STORM
INLET A6-1 INLET A2
CONNECTION A4
INV.=4905.62
FG=4910.41
71.78 LF 12" HDPE @ 2.15%
EXISTING WATER
EASEMENT
STMH A6 (FLAT TOP)
VAULT CONNECTION A5
U2
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
All changes, addendums, 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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
KEYMAP
NTS
U1
U2
MATCH LINE - SEE SHEET U1
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. ALL DISCHARGE BASIN LIDS SHALL BE TRAFFIC RATED.
10. ALL INDIVIDUAL WATER SERVICE LINES ARE TO BE INSTALLED WITH A CURB STOP
OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.
11. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
12. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
13. ALL SANITARY SERVICES TO BE 6".
14. 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.
15. 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/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
17. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND
ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS
TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY
SERVICES.
18. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED
TO BE MAINTAINED IN A NATIVE LANDSCAPE.
19. ALL AREA DRAIN BASINS SHALL BE 12" Ø NYLOPLAST w/ DOMED GRATE UNLESS NOTED
OTHERWISE.
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE & CLEAN OUT S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE, CURB STOP, & METER PIT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
APPROXIMATE GAS METER LOCATION GM
F
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION EM
PROPOSED TELEPHONE T
PROPOSED GAS G
EXISTING CABLE CTV
EXISTING ELECTRIC E
PROPOSED STREET LIGHT
PROPOSED FIRE SERVICE
W
W
W
W
W
SABER CAT DRIVE
ZIEGLER ROAD
COUNTY FAIR LANE
ALLEY
15' UTILITY EASEMENT
5' UTILITY EASEMENT
5' UTILITY EASEMENT
6' SIDEWALK
4.5' SIDEWALK
9' UTILITY
EASEMENT
EXISTING 4.5' SIDEWALK
EXISTING 4.5' SIDEWALK
SANITARY LINE B
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
EXISTING
STORM DRAIN
EXISTING FH
EXISTING
12" WATER
CONNECT TO EXISTING
SANITARY MANHOLE
PROPOSED 1 1/2"
WATER METER (TYP.)
PROPOSED 6"
SANITARY SERVICE (TYP.)
PROPOSED 1 1/2"
WATER SERVICE (TYP.)
29.03 LF 8" PVC
S88°14'09"W
N:1430506.58
E:3134300.93
N:1430505.39
E:3134041.93
CONNECT TO EXISTING
CUT IN TEE w/ TB
12" GV (N) & 8" GV (W)
N:1430291.55
E:3134304.55
BEGIN HORZ.
DEFLECTION
N:1430290.66
E:3134275.53
EXISTING
OVERHEAD UTILITY
END HORZ.
DEFLECTION
N:1430278.25
E:3134198.89
BEGIN HORZ.
DEFLECTION
N:1430268.62
E:3134166.66
CONNECT TO EXISTING
8" WATER STUB
N:1430255.49
E:3134054.56
END HORZ.
DEFLECTION
N:1430256.12
E:3134086.66
8" PVC SANITARY
8" PVC SANITARY
EXMH B
SSMH B1
SSMH B4
STMH A7 (FLAT TOP)
24" RCP STORM
STMH A8 (FLAT TOP)
INLET A8-1
INV. IN=4907.57 (SE)
INV. OUT=4907.57 (N)
FG=4912.59
INLET A9
INV. IN=4907.57 (NW)
INV. IN=4908.40 (N)
INV. OUT=4907.57 (S)
FG=4912.66
24" RCP STORM
15" RCP STORM
HARVEST PARK
SUBDIVISION
OWNER: RUFF RONALD C
AKA RON
RUFF ERIN ELIZABETH
DYNASTY TRUST
5117 ZIEGLER RD
FORT COLLINS, CO
OWNER: BRANDT
OLIVER/ALEXANDRA
ADDRESS:5356
CORNERSTONE DR
FORT COLLINS, CO
OWNER: MARGISON
ROBERT/KRISTI
ADDRESS: 5362
CORNERSTONE DR
FORT COLLINS, CO
OWNER:HARVEST MASTER
HOA ASSOCIATION
STORM DRAIN A
SEE SHEET ST1
BLDG F
BLDG B
BLDG C
BLDG A
TRACT A
LOT 1
LOT 2
LOT 3 LOT 4
LOT 2 LOT 3 LOT 4
LOT 6 LOT 7
LOT 5
LOT 1
LOT 14
LOT 8
LOT 9 LOT 10 LOT 11
LOT 12 LOT 13
LOT 13 LOT 14 LOT 15
LOT 16
LOT 12
BLOCK 1
BLOCK 1
13.20 LF
8" HDPE
@ 0.50%
BASIN A4-15
INV.=4909.18
FG=4912.55
28.14 LF
8" HDPE
@ 0.50%
BASIN A4-16
INV.=4909.32
FG=4912.96
18.63 LF
8" HDPE
@ 0.50%
BASIN A4-17
INV.=4909.41
FG=4912.98
14.41 LF
8" HDPE
@ 0.50%
BASIN A4-18
INV.=4909.48
FG=4913.01
14.78 LF
8" HDPE
@ 0.50%
BASIN A4-19
INV.=4909.56
FG=4913.03
45° BEND A4-20
INV.=4909.59
FG=4913.47
5.97 LF
8" HDPE
@ 0.50%
45° BEND A4-21
INV.=4909.62
FG=4913.40
6.84 LF
8" HDPE
@ 0.50%
BASIN A4-22
INV.=4909.65
FG=4912.82
RELOCATED
TELEPHONE PEDESTAL
18" HDPE STORM
INLET A10
INV. IN=4907.71 (W)
INV. OUT=4907.71 (SE)
FG=4913.39
68.60 LF 12" HDPE @ 1.50%
BASIN A11
INV.=4908.73
FG=4913.35
44.59 LF
12" HDPE
@ 1.50%
BASIN A12
INV.=4909.40
FG=4913.02
32.10 LF 8" PVC
S88°52'37"W
8
1
.
2
2 L
F
8
"
P
V
C
R
=
300
.00
'
37.63 LF
12" HDPE
@ 7.50%
BASIN A9-1 (SOLID LID)
INV.=4911.22
FG=4915.23
STORM DRAIN A8
SEE SHEET ST1
32.49 LF
12" HDPE
@ 2.60%
45° BEND A9-2
INV.=4912.07
FG=4915.12
7.07 LF
12" HDPE
@ 2.60%
45° BEND A9-3
INV.=4912.25
FG=4915.42
18.32 LF
12" HDPE
@ 2.60%
BASIN A9-4
INV.=4912.73
FG=4915.09
17.83 LF
8" HDPE
@ 0.50% 14.41 LF
8" HDPE
@ 0.50%
BASIN A9-5
INV.=4912.80
FG=4915.33
BASIN A9-6
INV.=4912.89
FG=4915.82
28.93 LF
8" HDPE
@ 0.50%
BASIN A9-7
INV.=4913.03
FG=4916.28
13.18 LF
8" HDPE
@ 0.50%
BASIN A9-8
INV.=4913.10
FG=4916.43
26.27 LF
8" HDPE
@ 0.50%
BASIN A9-9
INV.=4913.23
FG=4916.94
13.73 LF
8" HDPE
@ 0.50%
BASIN A9-10
INV.=4913.30
FG=4916.95
23.57 LF
8" HDPE
@ 0.50%
BASIN A9-11
INV.=4913.42
FG=4916.46
21.61 LF
8" HDPE
@ 5.00%
BASIN A8-2
INV.=4908.65
FG=4912.41
33.64 LF 8" PVC
S73°21'54"W
77
.86
L
F
8
"
PV
C
R
=
3
00
.0
0
'
PROPOSED 1 1/2"
WATER SERVICE (TYP.)
6.46 LF
8" HDPE
@ 0.50%
24" RCP STORM
WATER LINE LOWERING
SEE DETAILS
WATER LINE LOWERING
SEE DETAILS
U1
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
KEYMAP
NTS
U1
U2
MATCH LINE - SEE SHEET U2
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
All changes, addendums, 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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. ALL DISCHARGE BASIN LIDS SHALL BE TRAFFIC RATED.
10. ALL INDIVIDUAL WATER SERVICE LINES ARE TO BE INSTALLED WITH A CURB STOP
OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.
11. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
12. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
13. ALL SANITARY SERVICES TO BE 6".
14. 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.
15. 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/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
17. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND
ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS
TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY
SERVICES.
18. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS INTENDED
TO BE MAINTAINED IN A NATIVE LANDSCAPE.
19. ALL AREA DRAIN BASINS SHALL BE 12" Ø NYLOPLAST w/ DOMED GRATE UNLESS NOTED
OTHERWISE.
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE & CLEAN OUT S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE, CURB STOP, & METER PIT
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
APPROXIMATE GAS METER LOCATION GM
F
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION EM
PROPOSED TELEPHONE T
PROPOSED GAS G
EXISTING CABLE CTV
EXISTING ELECTRIC E
PROPOSED STREET LIGHT
PROPOSED FIRE SERVICE
W
DRIVE WAY
PER LCUASS
DRIVE WAY
PER LCUASS
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
TRASH ENCLOSURE
TRASH ENCLOSURE
EXISTING
STRIPING (TYP.)
N:1430506.58
E:3134300.93
N:1429805.43
E:3134322.52
N:1429851.17
E:3134062.08
N:1430505.39
E:3134041.93
OWNER: HARVEST MASTER
HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390 INTERLOCKEN
CRESCENT STE 500
BROOMFIELD, CO 80021
OWNER: CITY OF
FORT COLLINS
OWNER: CITY OF
FORT COLLINS
HARVEST PARK
SUBDIVISION
OWNER: RUFF RONALD C AKA RON
RUFF ERIN ELIZABETH DYNASTY TRUST
5117 ZIEGLER RD
FORT COLLINS, CO
OWNER: BRANDT
OLIVER/ALEXANDRA
ADDRESS:5356
CORNERSTONE DR
FORT COLLINS, CO
OWNER: MARGISON
ROBERT/KRISTI
ADDRESS: 5362
CORNERSTONE DR
FORT COLLINS, CO
OWNER:HARVEST MASTER HOA
ASSOCIATION
EXISTING
WETLAND LIMIT
NATURAL HABITAT BUFFER
ZONE BOUNDARY
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
LOT 17 LOT 18 LOT 20
LOT 19 LOT 21 LOT 22
LOT 23
LOT 8 LOT 9 LOT 10 LOT 11
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 6 LOT 7
BLDG D
BLDG F
BLDG E
BLDG B
BLDG C
BLDG A
LOT 13 LOT 14 LOT 15 LOT 16
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT 9 LOT 10 LOT 11
LOT 12 LOT 13 LOT 14
LOT 8
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
EXISTING 84' ROW
PROPOSED 84' ROW
EXISTING 30'
SANITARY SEWER
EASEMENT
EXISTING 53'
-
PROPOSED 72' ROW
20' EMERGENCY
ACCESS EASEMENT
PROPOSED
57' ROW
PROPOSED
35'
-
20' EOP-EOP
8'
17'
9'
17'
8'
17'
45'
20'
38'
PROPOSED
51' ROW
PROPOSED
30'
-
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
1' SIDEWALK
CHASE
2' SIDEWALK
CHASE
HC PARKING
SIGN
HC PARKING
SIGN
EXISTING WATER
LINE EASEMENT
MAIL KIOSK
MAIL KIOSK
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
TRACT B
TRACT A
PROPOSED
OUTFALL 18"
VERTICAL CURB
& GUTTER
PROPOSED 18" OUTFALL
VERTICAL CURB & GUTTER
R15'
R15'
R15'
R15'
PROPOSED 18" INFLOW
VERTICAL CURB & GUTTER
4' CONCRETE PAN
4' CONCRETE PAN
PROPOSED INFLOW 18"
VERTICAL CURB & GUTTER
PV1
PAVING PLAN
A. Reese
B. Ruch
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
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
EASEMENTS
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
3. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE
PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER
RECOMMENDATIONS.
4. EXTRA CARE SHOULD BE TAKEN TO PREVENT THE STORAGE OF SOILS OR OTHER
MATERIALS DIRECTLY ON OR ADJACENT TO THE PAVER SURFACE.
5. 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.
6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
7. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
8. ALL PRIVATE CONCRETE PAVING SHALL HAVE THICKENED EDGE AROUND
PERIMETER.
9. WHEEL-STOPS TO BE PROVIDED FOR ALL HEAD-IN PARKING STALLS.
10. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ACI 330R-08.
11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
PRIVATE ASPHALT PAVING
PROPOSED VERTICAL CURB & GUTTER
PRIVATE CONCRETE FLATWORK
PROPERTY BOUNDARY
PRIVATE CONCRETE PAVING
PROPOSED LOT LINE
PROPOSED EDGE OF PAVEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
ASPHALT PATCH
PUBLIC CONCRETE FLATWORK
NOTES:
SS
SS SS
SS
SS SS SS
SS
SS
SS SS SS
SS SS
SS
SS SS SS
SS
SS
SS
SS
SS
SS SS SS SS
SS
SS
SABER CAT DRIVE
ZIEGLER ROAD
COUNTY FAIR LANE
ALLEY
EXISTING TREE
TO REMAIN
EXISTING 72' ROW
EXISTING 60' ROW
EXISTING 84' ROW
EXISTING TREE
TO REMAIN
EXISTING TREE
TO REMAIN
EXISTING TREE
TO REMAIN
EXISTING TREE
TO REMAIN
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING BUILDING
FOUNDATION TO BE
REMOVED
EXISTING BUILDING
FOUNDATION
TO BE REMOVED
EXISTING BUILDING
FOUNDATION
TO BE REMOVED
EXISTING OVERHEAD UTILITY
TO BE REMOVED
PROPOSED
SAWCUT
PAVEMENT
REMOVAL AREA
PAVEMENT
REMOVAL AREA
PROPOSED
SAWCUT
EXISTING 10"
SANITARY SEWER
EXISTING 12"
SANITARY SEWER
EXISTING 30'
SANITARY SEWER
EASEMENT
EXISTING CONCRETE PAN
TO BE REMOVED
EXISTING FENCE & GATE
TO BE REMOVED
EXISTING 24" RCP
STORM DRAIN
EXISTING FH
EXISTING STRIPING (TYP.)
EXISTING
12" WATER
EXISTING
8" WATER
EXISTING 15" RCP
STORM DRAIN
EXISTING FH
EXISTING PAVEMENT
TO BE REMOVED
EXISTING PAVEMENT
TO BE REMOVED
EXISTING PAVEMENT
TO BE REMOVED
EXISTING PAVEMENT
TO BE REMOVED
EXISTING TELEPHONE PEDESTAL
TO BE RELOCATED
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING SANITARY
SEWER MANHOLE
PROPOSED
SAWCUT
PAVEMENT
REMOVAL AREA
EXISTING
OVERHEAD UTILITY
EXISTING 53'
-
/
/
/
/ / /
/
/ / / /
/
/
/ /
/
/
/ /
/ / / /
/
/
/ / / /
/ /
/ /
/
/
/
/ / / / /
/
/ / / /
/
/
/ / / / /
/
/
/
/ /
/
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMAIN
EXISTING
51' ROW
EXISTING
30'
-
EXISTING 4.5' SIDEWALK
EXISTING 4.5' SIDEWALK
EXISTING
SIDEWALK
N:1430506.58
E:3134300.93
N:1429805.43
E:3134322.52
N:1429851.17
E:3134062.08
N:1430505.39
E:3134041.93
OWNER: HARVEST MASTER
HOMEOWNERS ASSOCIATION
MAILING ADDRESS: 390 INTERLOCKEN
CRESCENT STE 500
BROOMFIELD, CO 80021
OWNER: CITY OF
FORT COLLINS
OWNER: CITY OF
FORT COLLINS
HARVEST PARK
SUBDIVISION
OWNER: RUFF RONALD C AKA RON
RUFF ERIN ELIZABETH DYNASTY TRUST
5117 ZIEGLER RD
FORT COLLINS, CO
OWNER: BRANDT
OLIVER/ALEXANDRA
ADDRESS:5356
CORNERSTONE DR
FORT COLLINS, CO
OWNER: MARGISON
ROBERT/KRISTI
ADDRESS: 5362
CORNERSTONE DR
FORT COLLINS, CO
OWNER:HARVEST MASTER HOA
ASSOCIATION
EXISTING
WETLANDS LIMIT
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
McCLELLAND CHANNEL
FLOODPLAIN/FLOODWAY BOUNDARY
EXISTING WATER
LINE EASEMENT
EXISTING TREE
TO REMAIN
EXISTING TREE
TO REMAIN
EX1
DEMOLITION PLAN
EXSTING CONDITIONS & A. Reese
B. Ruch
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
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
EXISTING STORM SEWER
EXISTING VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
KING SURVEYORS, INC.
PROJECT NO. 2011568
DATE: DECEMBER 20, 2011
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
H Y
EXISTING TREES (TO BE REMOVED OR RELOCATED)
EXISTING PAVEMENT TO BE REMOVED
TREE PROTECTION 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. 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.
7. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.
8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE
REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE
REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO
LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION.
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.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
S O
W
VAULT
ELEC
EXISTING WETLAND
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE
PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A
QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND
REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH
BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX
(6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT
OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL
OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD
RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH
TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF
FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING
CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A
SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
SUBSURFACE EXPLORATION BY:
EARTH ENGINEERING CONSULTANTS, INC.
GEOTECHNICAL EXPLORATION EEPORT
5305 ZIEGLER ROAD – SOUTH/LOT 2
FORT COLLINS, COLORADO
EEC PROJECT NO. 1122052
EARTH ENGINEERING CONSULTANTS, INC.
GEOTECHNICAL EXPLORATION EEPORT
5305 ZIEGLER ROAD – NORTH/LOT 1
FORT COLLINS, COLORADO
EEC PROJECT NO. 1122052A
NOTES:
EXISTING FLOODPLAIN BOUNDARY
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Drainage Report for Ziegler Townhomes, dated October 25, 2016 by Northern Engineering shall be followed and
implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by t he construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark 3-02
Northeast corner of the intersection of Kechter Road and Ziegler Road on the
Northwest corner of a control gate to an irrigation structure.
Elevation = 4918.60
City of Fort Collins Benchmark 17-01
West side of Ziegler Road approx .5 miles South of Harmony Road, 300 feet North of Rock Creek Drive, on the Southeast corner of a 6 x 6 area
inlet.
Elevation = 4922.66
Please Note: This plan set is using NAVD 88 for a vertical datum. Surrounding developments have used NGVD 29 Unadjusted for their vertical
datums.
If NGVD 29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD 29 Unadjusted = NAVD 88 - 3.19'
Basis of Bearing
The Basis of Bearings is the chord distance between PC and PT along Manhattan Avenue as bearing South 07° 24' 03" West (assumed bearing).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. For additional information see separate Erosion Control Report for Ziegler Townhomes.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Drainage Report for Ziegler Townhomes, dated October 25, 2016 by Northern Engineering shall be followed and
implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted
to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior
to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility
Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development
Agreement.
E. Utility Notes
1. All waterlines shall be C900, DR 18 PVC pipe with a minimum 12 gage insulated tracer wire.
2. 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.
3. Water service provided by Fort Collins-Loveland Water District. Sanitary service provided by South Fort Collins Sanitation District.
4. Utility services are shown in a schematic fashion only. Exact locations shall be per the requirements of the respective utility providers, and are
subject to change in the field.
5. All water fittings and valves are only graphically represented and are not to scale.
6. Minimum depth of cover over water mains shall be 5.0'. maximum cover shall be 6.0'.
7. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer mains, water mains and services.
8. Manhole rim elevations are to be adjusted to 1/4" below finished grade. If necessary, cone sections shall be rotated to prevent lids being located
within bicycle or vehicle wheel paths.
9. All connections to existing manholes shall be core drilled according to the South Fort Collins Sanitation District standard construction specifications.
All changes, addendums, 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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CONTACT INFORMATION SHEET INDEX
CS1
CS2
FINAL UTILITY PLANS FOR
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power------- Todd Vedder (970) 224-6152
CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink----------------------------------- William Johnson (970) 377-6401
WATER------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104
WASTEWATER--South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities---------------- Wes Lamarque (970) 416-2418
PROJECT
LOCATION
ZIEGLER TOWNHOMES
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DEVELOPER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Northern Engineering Services, Inc.
Eric Smith, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
ARCHITECT
Russell Baker
Manhattan Land Company, LLC
772 Whalers Way, Suite 200
Fort Collins, CO 80525
(970) 267-7721
Rentfrow Design, LLC
Jon Rentfrow
205 Allen Street
Fort Collins, CO 80525
970-412-3400
PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark 3-02
Northeast corner of the intersection of Kechter Road and Ziegler Road on the
Northwest corner of a control gate to an irrigation structure.
Elevation = 4918.60
City of Fort Collins Benchmark 17-01
West side of Ziegler Road approx .5 miles South of Harmony Road, 300 feet North of Rock
Creek Drive, on the Southeast corner of a 6 x 6 area inlet.
Elevation = 4922.66
Please Note: This plan set is using NAVD 88 for a vertical datum. Surrounding
developments have used NGVD 29 Unadjusted for their vertical datums.
If NGVD 29 Unadjusted datum is required for any purpose, the following equation should be
used:
NGVD 29 Unadjusted = NAVD 88 - 3.19'
Basis of Bearing
The Basis of Bearings is the East line of the Southeast Quarter as bearing South 01° 45'
51" East (assumed bearing).
The Birdsall Group, LLC
Jim Birdsall
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
GEOTECHNICAL ENGINEER
Earth Engineering Consultants, Inc.
Geotechnical Exploration Eeport
5305 Ziegler Road – South/Lot 2
Fort Collins, Colorado
EEC Project No. 1122052
SUBSURFACE EXPLORATION BY:
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 25, 2016
PROJECT:
1124-002
Sheet
of 29 Sheets
ZIEGLER TOWNHOMES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
10/25/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EX1 EXISTING CONDITIONS &
DEMOLITION PLAN
GENERAL & CONSTRUCTION NOTES
COVER SHEET
PV1 PAVING PLAN
U1-U2 UTILITY PLAN
G1-G6 GRADING PLAN
R1 COUNTY FAIR LANE
PLAN & PROFILE
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
All changes, addendums, 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.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
SS1 SANITARY SEWER LINES A & B
PLAN & PROFILE
R2 COUNTY FAIR LANE
STRIPING PLAN
INT1 INTERSECTION DETAIL
Earth Engineering Consultants, Inc.
Geotechnical Exploration Eeport
5305 Ziegler Road – North/Lot 1
Fort Collins, Colorado
EEC Project No. 1122052A
D1-D2 UTILITY DETAILS
D3-D4 SITE DETAILS
D5-D7 DRAINAGE DETAILS
ER1 EROSION CONTROL PLAN
ER2 EROSION CONTROL DETAILS
DR1 DRAINAGE EXHIBIT
ORIGINAL TOPOGRAPHY
King Surveyors, Inc.
650 East Garden Drive
Windsor, CO 80550
(970) 686-5011
Earth Engineering Company, Inc.
Lester Litton, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
TYPICAL SECTION
ST1 STORM DRAIN A
PLAN & PROFILE
XS1 COUNTY FAIR LANE
CROSS-SECTIONS
SG1 SUBGRADE PLAN