HomeMy WebLinkAboutBROOKFIELD SECOND FILING, TRACTS D & E - PDP/FDP - FDP150025 - PLANS - UTILITY PLANS (5)ROCK CREEK DR.
PRECISION DR.
LADY MOON DR.
E. HARMONY RD.
KECHTER RD.
CINQUEFOIL LN.
FOX MEADOWS BASIN
McCLELLANDS BASIN
CACHE LE POUDRE BASIN
McCLELLANDS BASIN
FOSSIL RIDGE
HIGH SCHOOL
I-25
STRAUSS CABIN RD.
ZIEGLER RD.
51' ROW
9' UTIL.
ESMT.
4.5'
WALK
9' UTIL.
ESMT.
4.5'
WALK
30' FLOWLINE TO FLOWLINE
VERTICAL CURB, GUTTER & 4.5' DETACHED SIDEWALK
RESIDENTIAL LOCAL STREET SECTION
NTS
7' PARKING LANE
7' PARKING LANE
16' TRAVEL LANE
6'
PKWY
30' - 6'
PKWY
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
20' EOP-EOP
20' EDGE OF PAVEMENT - EDGE OF PAVEMENT
20' PRIVATE DRIVE
NTS
1.0% SLOPE (MIN.)
1.0% SLOPE (MIN.)
CONCRETE / PAVERS
SEE PAVING PLAN SHEET PV1
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CS2
CONSTRUCTION NOTES
X
X X
X
X
X
X
X
X
SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
8" W 8" W 8" W 8" W 8" W 8" W
G G
E E E E E E E E
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12" SS 12" SS 12" SS 12" SS 12" SS
CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV
CTV
CTV
CTV
S
S
H2O
H2O
H2O
H2O
H2O
WV
WV
WV
S
S
S
S
S
H2O
S
X
X
X
X
X
X
X
X
X
X
X
S
8" W 8" W 8" W 8" W
8" W 8" W 8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W
H
Y
BLDG 9 BLDG 8
BLDG 11 BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
TRACT A
BLDG 10
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
W W
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
TRACT F
REPLAT OF BROOKFIELD
N:106318.48
E:215137.75
N:106258.60
E:215122.55
BEGIN PAN
N:106305.07
E:215147.53
N:106318.73
E:215110.87
N:106320.07
E:214961.93
HC PARKING SIGN
N:106269.97
E:215126.76
N:106275.22
E:215131.09
BEGIN PAN
N:106214.28
E:215201.34
NORTHERN LIGHTS DRIVE
LE FEVER DRIVE
4.5' WALK
4.5' WALK
4' WALK
4' WALK
4' WALK
4' WALK
BLDG 12
BLDG 13
BLDG 37
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
BLDG 14
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.) GARAGE
(TYP.)
D
D D
D D
OWNER:
MORNINGSIDE VILLAGE
MASTER ASSOCIATION INC.
MORNINGSIDE
VILLAGE CONDOS
TRACT F
REPLAT OF BROOKFIELD
BEGIN PAN
5' TRANS TO
RIBBON CURB
N:106036.69
E:215196.03
BROOKFIELD DRIVE
PRECISION DRIVE
4.5' WALK
4' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
FUTURE 4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4' WALK
3.52' (TYP.)
3.34' (TYP.)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
NORTHERN LIGHTS DRIVE
8' (TYP.)
4.5' WALK
A
A
B
A
BLDG 35
TRACT B
GARAGE
(TYP.)
X X
X
X X X
X X X
X X X
X X X
X X X
X
FOSSIL CREEK RESERVOIR INLET DITCH
OWNER:
CHANDLER, J THOMAS
IMAGO ENTERPRISES INC
FORT COLLINS, CO 80525
24'
DE, UE,
AE & EAE
20'
EOC-EOC
DIRT TRAIL
EXISTING
LOT LINE
FCRID
TOP OF BANK
FCRID
TOP OF BANK
10' TRAIL (BY OTHERS)
10' TRAIL (BY OTHERS)
P2
P2
N:106193.82
E:215288.37
N:106126.82
E:215287.74
N:106225.72
E:215347.99
N:106297.94
E:215341.26
N:106210.53
E:215355.46
N:106316.37
E:215272.06
END TRAIL
N:106430.82
E:215319.55
N:106120.31
E:215267.58
N:106073.35
BEGIN WALL
N:106359.43
E:215290.54
END WALL
N:106175.56
E:215366.29
BEGIN WALL
N:106276.51
E:215340.74
BLDG 9
BLDG 8
BLDG 11
BLDG 12
BLDG 13
BLDG 37
BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
TRACT A
TRACT B
BLDG 10
BLDG 14
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
X
X
X
D
D D
D D
REMAINDER OF TRAIL AND
BRIDGE TO BE CONSTRUCTED
BY THE CITY OF FORT COLLINS
AT A FUTURE DATE.
LIMITS OF ON-SITE IMPROVEMENTS
TRACT A
UD UD UD UD UD UD UD UD
PERMEABLE PAVER
PARKING AREA
79.33 LF 6" SLOTTED PVC @ 1.12%
99.57
99.90
98.94
98.72
97.70
SUB
98.07
SUB
97.11
SUB
96.88
SUB
96.89
SUB
5.81 LF 6" PVC @ 1.12%
97.65
SUB
1.8%
1.6%
1.0%
1.1%
BARRIER CURB
AREA INLET A6 w/ SNOUT
INV. IN=4894.69 (NE)
INV. IN=4894.69 (W)
INV. IN=4896.50 (S)
INV. OUT=4893.62 (E)
FG=4898.66
90° BEND
w/ C/O
INV. IN=4896.56 (W)
INV. OUT=4896.56 (N)
C/O
INV. OUT=4897.45 (E)
BARRIER CURB
6" RIBBON CURB
BARRIER CURB
6" RIBBON CURB
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
UD UD UD UD UD
UD UD UD UD UD UD UD UD
PERMEABLE PAVER
PARKING AREA
A A
B B
B
B
55.87 LF 6" SLOTTED PVC @ 0.90%
79.29 LF 6" SLOTTED PVC @ 1.04%
98.69
98.69
98.60
97.63
97.97
SS
8" W 8" W 8" W 8" W 8" W
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
G
E E E E E E E E
15" SS 15" SS
8" W 8" W
12" SS
12" SS
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
S
S
H2O
H2O
H2O
H2O
H2O
BLDG 9
BLDG 8
BLDG 11
BLDG 12
BLDG 13
BLDG 37
BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
TRACT A
TRACT B
BLDG 10
BLDG 14
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GAS
W
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK DECK
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK
DECK
DECK
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
SS
8" W 8" W 8" W
15" SS 15" SS 15" SS
8" W 8" W
E E
12" SS
12" SS 12" SS 12" SS 12" SS
CTV
CTV
CTV
CTV
S
H2O
H2O
X
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY COVERED
ENTRY
DECK
DECK DECK
DECK
ENTRY
COVERED
DECK
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
ENTRY COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
ENTRY
COVERED
DECK
S
S
W
W S
S
W
S
W
S
W
W
W
UD UD
UD
UD
SS
8" W 8" W 8" W
15" SS
8" W
12" SS
12" SS
12" SS 12" SS 12" SS 12" SS
H2O
COVERED
ENTRY
DECK
W S
S
W
S
W
S
W W W W W W W W W W
NORTHERN LIGHTS DRIVE
EXISTING
STORM DRAIN
TIE INTO EXISTING
24" RCP STORM
STORM DRAIN A3
SEE SHEET ST3
STORM DRAIN A4
SEE THIS SHEET
137.88 LF 24" RCP @ 0.60%
MH A2
STA 11+48.94
N: 105935.10
E: 215174.05
102.09 LF 24" RCP @ 0.60%
177.67 LF 18" RCP @ 0.60%
MH A4
STA 14+28.70
N: 106214.77
E: 215180.84
51' ROW
30'
FL-FL
PROPERTY
CORNER
N:105937.28
E:215189.61
LOT 4
BLDG 36
LOT 1
LOT 2
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
MH A3
STA 12+51.03
UD
STORM DRAIN A2
SEE THIS SHEET
90.00 LF 12" HDPE @ 0.50%
AREA INLET A2-2.1
STA 10+90.00
N: 106028.64
E: 215028.91
MH A2-2
STA 10+00.00
N: 105938.67
E: 215026.72
12" DOME GRATE A2-2.4
BLDG 12
BLDG 13
LOT 9
LOT 10
BLDG 14
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
13+00 12+00 11+00 10+00 9+50
47.21 LF
30"x19" ELLIPTICAL RCP
@ 0.74%
100.17 LF 24" HDPE @ 0.76%
STA.=10+10.00
INV.= 4887.09
8" PVC SANITARY
8" WATER
LOWERING PER DETAIL 203
STA.=10+20.00
TOP=4889.80
18" MIN
EXISTING
GROUND
PROPOSED
GRADE
85.37 LF
12" HDPE
@ 0.50%
MH A2
STA 10+00.00
RIM 4896.2±
INV. IN 4890.82 (N)
INV. IN 4891.43 (W)
INV. OUT 4890.62 (S)
CTV
X
S
W
12'' DRAIN BASIN A5-1
STA 10+55.01
N: 106329.42
E: 215231.81
6.28 LF
4" PVC
@ 0.40%
22.5° BEND W/ C/O A5-1-1
STA 10+06.28
N: 106334.09
E: 215227.60
43.53 LF
4" SLOTTED PVC
@ 0.40%
C|O A5-1-2
STA 10+49.82
N: 106377.56
E: 215229.81
STORM DRAIN A-5
SEE THIS SHEET
STORM DRAIN A
SEE SHEET ST1
12'' DRAIN BASIN A5-1
STA 10+55.01
N: 106329.42
E: 215231.81
51' ROW
30'
FL-FL
BLDG 35
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
11+00 10+00 9+25
43.53 LF
4" SLOTTED PVC
@ 0.40%
6.28 LF
4" PVC
@ 0.40%
EXISTING
GROUND
PROPOSED
98.05
FL
97.75
FL
97.25
FL
97.06
0.95
FL
BROOKFIELD DRIVE
NORTHERN LIGHTS DRIVE
LE FEVER DRIVE
UD UD UD UD
H
Y
D
V.P.
LOD
LOD
LOD LOD
LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
23.8%
33.7%
25.4%
23.9%
2.1%
10.4%
7.6%
7.8%
8.5%
3.0%
11.1%
16.2%
26.6%
13.7%
6.5%
19.4%
14.4%
14.1%
15.6%
11.9%
97.25
FL
97.06
FL
PRECISION DRIVE
UD UD
UD UD UD UD
TELE
VAULT
ELEC
VAULT
ELEC ELEC
E
D
D D
D D
V.P.
V.P.
LOD LOD
LOD
LOD
LOD LOD
LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
BROOKFIELD DRIVE
7.7%
16.8%
14.3%
10.9%
11.1%
24.3%
12.9%
16.5%
4.4%
21.1%
23.3%
3.8%
16.9%
18.5%
23.7%
23.5%
29.5%
31.5%
10.2%
14.1%
13.0%
31.4%
1.7%
2.1%
15.3%
17.8%
24.3%
20.1%
2.0%
82.66
TR/HP
X
X X X
X X X
X X X
X X X
X
NORTHERN LIGHTS DRIVE
OWNER:
CHANDLER, J THOMAS
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
33.7%
20.9%
31.5%
24.6%
10.0%
4.2%
27.3%
30.8%
29.7%
24.8%
24.6%
27.4%
33.9%
25.4%
3.5%
20.4%
0.5%
0.7%
0.5%
4.5%
4.5%
4.5%
2.0% 2.0%
3.0%
2.4%
2.0%
5.1%
X
X
UD UD UD UD UD UD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD
24.6%
27.4%
20.4%
20.4%
35.0%
18.3%
25.5%
25.0%
25.2%
28.6%
25.3%
23.5%
15.3%
17.8%
1.3%
2.3%
12.9%
12.2%
20.5%
24.3%
20.1%
17.4%
0.6%
0.6%
3.0%
2.0%
2.0%
2.0%
4.0%
2.0%
2.7%
4.5%
2.0%
4.5%
2.0%
BROOKFIELD DRIVE
D
D D
D D
BLDG 9
BLDG 11
BLDG 12
BLDG 13
TRACT A
BLDG 10
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
UD
BROOKFIELD DRIVE
PRECISION DRIVE
TRACT F
PLAT OF BROOKFIELD
VERTICAL C&G
VERTICAL C&G
15+00 14+00 13+00 12+00 11+00 10+00 9+15
16+00
17+00
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15
PI: 10+15.00 BP: 9+15.00
PI: 15+65.00
PI: 16+36.10
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15
BP: 9+15.00
PI: 10+15.00
PI: 15+65.00
PI: 16+36.10
STA.=9+95.00
OFFSET=-20.000
STA.=9+95.00
OFFSET=20.000
STA.=15+85.02
OFFSET=-20.305
STA.=16+15.03
OFFSET=-19.695
STA.=15+86.09
OFFSET=19.695
STA.=16+16.10
OFFSET=20.305
STA. = 16+00.56
(BROOKFIELD DRIVE)
STA. = 7+09.94
(LE FEVER DRIVE)
TYPE III BARRICADE
LE FEVER DRIVE
(SEE SHEET R2)
51' ROW
30'
FL-FL
EXISTING GRADING
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
21+36 21+00 20+00 19+00 18+00
21+00 20+00 19+00 18+00
EP: 21+04.38
21+00 20+00 19+00 18+00
EP: 21+04.38
FUTURE
30'
FL-FL
FUTURE
51' ROW
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
21+50 21+00 20+00 19+00 18+00 17+50
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
20+50 20+00 19+00 18+00 17+50
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
20+50 20+00 19+00 18+00 17+50
4899.77
4899.16
4898.13
4896.93
4899.92
4899.62
4899.48
4899.33
4898.96
4898.71
4898.43
4897.83
4897.53
12" SS 12" SS
E/FO/CTV E/FO/CTV E E
E/CTV
BLDG 9 BLDG 8
GARAGE
(TYP.)
GARAGE
(TYP.)
STA. = 16+00.56
(BROOKFIELD DRIVE)
STA. = 7+09.94
(LE FEVER DRIVE)
BROOKFIELD DRIVE
(SEE SHEET R1)
FUTURE
BROOKFIELD DRIVE
(SEE SHEET R2)
FUTURE LE FEVER DRIVE
-0+12 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+00
9+00
BP: -0+12.49
BP: -0+13.88
PC: 8+93.93
TRACT F
PLAT OF BROOKFIELD
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
30'
FL-FL
51' ROW
VERTICAL C&G
VERTICAL C&G
PCR STA.=6+74.40
PCR STA.=7+44.41
PCR STA.=6+75.47 PCR STA.=7+45.48
STA.=7+25.48
OFFSET=-20.305
STA.=6+95.47
OFFSET=-19.695
PCR STA.=6+94.40
OFFSET=20.305
PCR STA.=7+24.41
OFFSET=19.695
-0+13 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
BP: -0+13.29
LE FEVER DRIVE
TYPE III BARRICADE
FUTURE 9' UTILITY EASEMENT
STA.=8+69.39
SIDEWALK CHASE
STA.=6+68.83
END CONSTRUCTION
-0+14 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
9+00
4890
4895
4900
BLDG 8
BLDG 37
BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
BLDG 14
GARAGE
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
UD UD
UD UD
UD UD
NORTHERN LIGHTS DRIVE
PRECISION DRIVE
MORNINGSIDE
VILLAGE CONDOS
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
10+00
11+00 12+00 13+00 14+00 15+00 16+00
EP: 16+41.66
PC: 9+79.40
PT: 10+26.98
EP: 17+02.92
PT: 11+73.71
PRC: 9+67.20
PRC: 11+00.44
Δ
51' ROW
30'
FL-FL
VERTICAL C&G
VERTICAL C&G
MATCH EXISTING
STA.=14+81.39
MATCH EXISTING
STA.=15+42.65
COVERED
ENTRY
COVERED
ENTRY
DECK DECK
1.30
1.29
0.92
0.92
0.59
0.58
1.58 0.76
0.75
0.94
0.94
0.58
0.95
0.58
1.76 0.94
1.38
2.2% 2.3%
2.2% 2.3%
1.33
1.33
1.79
BROOKFIELD DRIVE
LE FEVER DRIVE
1.19
1.25
1.07
1.65
1.50
1.28
2.3%
2.3%
2.6%
2.3%
2.9%
2.8%
2.7%
2.4%
70.00
2.0%
0.58
0.45
0.45
0.21
0.20
0.01
0.45
0.21
0.02
0.58
0.81
2.0%
2.3%
2.3%
70.00
SUGGESTED
FUTURE DESIGN
H
Y
D
X
X
X
S
H
Y
D
H
Y
D
D
D D
C.O. D D
C.O.
D
D
C.O.
C.O.
C.O.
VAULT
CABLE
CTV
CTV
CTV
UD UD
UD
UD
12" W
12" W
12" W
12" W
12" W
12" W
12" W
CINQUEFOIL LANE
NORTHERN LIGHTS DRIVE
PRECISION DRIVE
STEELHEAD STREET
BROOKFIELD DRIVE
X
X
X
X
GM
EM
EM
GM
EM
EM
12" W
12" W
12" SS 12" SS
E
E/FO/CTV E/FO/CTV
G
G
G
UD
UD UD UD
UD UD
UD UD
20' DRAINAGE EASEMENT
X X
X X
X X
X
X
X X
X
X
X
X
X
X
X
X
D
D
W
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
EC2
EROSION CONTROL DETAILS
N.A.
B. Ruch
NTS
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 (VTC) PADS SHALL CONSIST OF HARD, DENSE, DURABLE ROCK, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE
SHALL NOT BE USED, i.e., RIVER ROCK AND COBBLES. THE ROCK SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE ROCK SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. NOTE: OTHER MATERIALS, i.e., ROADBASE, MUD MATS, ETC., MAY BE USED IN
PLACE OF ROCK UPON WRITTEN APPROVAL OF THE CITY INSPECTOR.
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.
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
EC3
EROSION CONTROL DETAILS
N.A.
B. Ruch
NTS
MANHOLE
ROCK BERM SHALL
CURB INLET 2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D1
UTILITY DETAILS
N.A.
B. Ruch
NTS
NOT TO SCALE
100
D1
TRENCH AND BEDDING TYPICAL
NOT TO SCALE
101
D1
STANDARD MANHOLE
NOT TO SCALE
102
D1
SERVICE WYE DETAIL
NOT TO SCALE
103
D1
SANITARY SEWER CLEAN OUT
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D2
UTILITY DETAILS
N.A.
B. Ruch
NTS
NOT TO SCALE
200
D2
TRENCH AND BEDDING TYPICAL 201 TYPICAL CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION
D2
202
D2
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D3
UTILITY DETAILS
N.A.
B. Ruch
NTS
6"
CONNECTION
COMPRESSION
8" LAYER OF 3/4" TO 1 1/2" GRAVEL
SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER
ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET
NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
AND NO TREES WITHIN 10 FEET.
BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS.
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.
SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D4
DRAINAGE DETAILS
N.A.
B. Ruch
NTS
NOT TO SCALE
400
D4
STORMWATER BEDDING REQUIREMENTS
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
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
D5
DRAINAGE DETAILS
N.A.
B. Ruch
NTS
32
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
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D6
SITE DETAILS
N.A.
B. Ruch
NTS
NOT TO SCALE NOT TO SCALE
602
D6
TRUNCATED DOME WARNING FOR ACCESS RAMPS 603
D6
SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D7
SITE DETAILS
N.A.
B. Ruch
NTS
12:1
(MAX)
2' x 4.5' DETECTABLE
WARNING SURFACE
CONCRETE
PEDESTRIAN
CURB OR 1.5'
FLARE
SIDEWALK
CURB
GUTTER
(MAX)
2%
4.5'
(MAX)
2%
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D8
LOW IMPACT DEVELOPMENT DETAILS
N.A.
B. Ruch
NTS
35
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:
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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's below.
Call before you dig.
R
D9
LOW IMPACT DEVELOPMENT DETAILS
N.A.
B. Ruch
NTS
36
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
NOT TO SCALE
902
D7
DRYWELL BASE TO STORM MANHOLE INTERLOCKING CONCRETE PAVERS
NOT TO SCALE
901
D9
BACKFILL WITH UNIFORM
GRADED STORAGE ROCK TO
TOP OF PERFORATED SECTION
BED ON MIN 1'
COMPACTED
#2 ROCK
TOP #2 WITH GEOFABRIC
WHERE INTERFACED WITH
NATIVE MATERIALS
DESCRIPTION
DRAWING NUMBER
DATE SCALE
SOLIDS SETTLE ON
BOTTOM
ANTI-SIPHON DEVICE
OIL- DEBRIS HOOD
SPECIFICATION AND
INSTALLATION
(TYPICAL)
09/08/00 NONE
OUTLET
PIPE
SNOUT
OIL-DEBRIS
HOOD
HOOD SPECIFICATION FOR
CATCH BASINS AND
WATER QUALITY STRUCTURES
MOUNTING FLANGE
1" PVC ANTI-SIPHON
PIPE ADAPTER
REMOVABLE WATERTIGHT
ACCESS PORT, 6"-10" OPENING
OUTLET PIPE (HIDDEN)
CONFIGURATION DETAIL
TYPICAL INSTALLATION
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
MOUNTING
FLANGE
DETAIL B
GASKET
COMPRESSED
BETWEEN HOOD
AND STRUCTURE
(SEE DETAIL B)
INSTALLATION NOTE:
POSITION HOOD SUCH THAT
BOTTOM FLANGE IS A
DISTANCE OF 1/2 OUTLET
PIPE DIAMETER (MIN.)
BELOW THE PIPE INVERT.
MINUMUM DISTANCE FOR
PIPES < 12" I.D. IS 6".
STAINLESS
BOLT
ANCHOR
SHIELD
EXPANSION CONE
(NARROW END OUT)
DRILLED
HOLE
DETAIL A
ANCHOR W/ BOLT
(SEE DETAIL A)
1/2 D
INSTALLATION DETAIL
NOTES:
1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BY:
BEST MANAGEMENT PRODUCTS, INC.
53 MT. ARCHER RD.
LYME, CT 06371
(860) 434-0277, (860) 434-3195 FAX
TOLL FREE: (800) 504-8008 OR (888) 434-0277
WEB SITE: www.bmpinc.com
OR PRE-APPROVED EQUAL
2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL
COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS.
3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN
ANTI-SIPHON VENT PIPE AND ELBOW AS DRAWN. (SEE CONFIGURATION DETAIL)
4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER
MANUFACTURER'S RECOMMENDATION (SNOUT SIZE ALWAYS LARGER THAN PIPE SIZE).
5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO 1/2 THE
OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D.
6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 12"
ACCORDING TO STRUCTURE CONFIGURATION.
7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND
FREE OF LOOSE MATERIAL AND PIPE SHALL BE FINISHED FLUSH TO WALL.
8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS
AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL)
9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
INSTALLATION KIT SHALL INCLUDE:
A. INSTALLATION INSTRUCTIONS
B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER
C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING
D. 3/8" STAINLESS STEEL BOLTS
E. ANCHOR SHIELDS
OIL AND DEBRIS
D
FRONT VIEW SIDE VIEW
SP-SN
SNOUT OIL-WATER-DEBRIS SEPARATOR
US Patent # 6126817
*NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM.
OUTLET. FOR OUTLETS >OR= 15", DEPTH = 2.5-3X DIAM.
SEE NOTE*
SNOUT DETAIL
NOT TO SCALE
900
D9
Issue Date:
File Name:
PO Box 323, Wilsonville, Oregon 97070-0323
Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville
48" DRYWELL MANHOLE
020EMM48D-MH 48" DRYWELL MANHOLE
48" DRYWELL MANHOLE
2-18-2013
5'-0"
1'-6"
\A1;5" 2'-1" I.D. \A1;5"
2'-11" O.D.
\A1;7"
\A1;4"
4" GRADE RING (SHOWN)
2", 4" & 6" AVAILABLE
ECCENTRIC CONE (SHOWN)
CONCENTRIC CONE (OPTIONAL)
4'-0" I.D.
4'-10" O.D.
\A1;5" \A1;5"
SECTION VIEW
BASE UNIT (OPTIONAL) x 5'-0"
WEIGHT:
\A1;6"
6 1/2" TYP.
CITY OF VANCOUVER DRYWELL IS MANUFACTURED
WITH PERFORATIONS ANGLED DOWNWARD TO THE
OUTSIDE; ALL JOINTS ARE INVERTED.
CLARK COUNTY DRYWELL IS MANUFACTURED
WITH FOUR 6"%%C DRAINAGE HOLES IN THE BASE
SLAB.
5'-0"
DRYWELL SECTION x 5'-0"
PERFORATED WITH 14 COLUMNS OF 2 3/8"%%C HOLES,
8 HOLES IN EACH COLUMN (112 TOTAL).
6 1/2" TYP.
5'-0"
6 1/2" TYP.
RIM ELEV = 4898.2'
DRYWELL SUMP = 4881.38'
8" PVC
INV IN (SW) = 4892.53'
(UPSTREAM MHA5 HIGH FLOW INV OUT (S) = 4893.33')
7'
Minimum 30-mil
HDPE Impervious
Membrane
2" Bedding Layer of
Crushed #8 Rock
Minimum 4"
Layer of
#57 Base
Minimum 12"
Layer of #2
Rock Sub-Base
Interlocking
Concrete
Edge Restraint Pavers
1
8" Hand-Tight
Joints
Perforated PVC Pipe Sub-drain
(Optional Depending on
Underlying Soil Conditions)
Undisturbed Soil
Swale
Topsoil
APPROVED: DATE: DETAIL
DRAWN BY:
STORMWATER
CONSTRUCTION DETAILS
FORT COLLINS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700 D. MOGEN
7/11/2013 D-54
INTERLOCKING CONCRETE PAVERS CROSS SECTION
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
%%UPLAN
NTS
\pxqc;{\LPARTIAL INFILTRATION}
4
1
4
1
WATER TIGHT CAP ON
SOLID CLEAN OUT
SECTION
NTS
SECTION
NTS
\A1;\A1;6" 12"
1
Z
Residual Capacity for Larger
Floods
10" min. CDOT No. 4 Aggregate
Bottom Width(W)
4" Perforated HDPE Pipe
Sideslope: Z > 4
NOT TO SCALE
800 BIO SWALE WITH SOFT BOTTOM DETAIL
D7
DETACHED WALK
NOT TO SCALE
803 RAIN GARDEN / BIOFILTRATION
D7
6" Pea Gravel Layer
12" Bio-Retention Sand Media
REFER TO THE LANDSCAPE
PLANS FOR PLANTING WITHIN
THE BIO-RETENTION AREA
804
D8
DIMENSIONS FOR SLOTTED PVC PIPE
NOTES:
1. "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO
UNDERDRAINS IN THIS PLAN SET.
2. SLOTTED PIPE MAY BE CONTECH A-2000 PERFORATED PIPE, IPGC OR SIMILAR APPROVED
EQUIVALENT.
3. ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF THE ENGINEER.
120%%D
90%%D
60%%D
A
\A1;C
\\A1;B A1;D
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1.375" 0.032" 23 0.516" 1.98 SQ. IN.
NOT TO SCALE
2" min
Min. 30-mil HDPE Impervious Membrane
802
D8
NOT TO SCALE
March 19, 2011
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free
of stones, stumps, roots, or other similar objects larger than two inches. No
other materials or substances shall be mixed or dumped within the bioretention
area that may be harmful to plant growth or prove a hindrance to the facility's
function and maintenance.
B.BSM shall be free of plant or seed material of non-native, invasive species, or
weeds.
C.Fully mixed BSM shall be tested prior to installation and meet the following
criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be
modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime
or iron sulfate must be mixed uniformly into the BSM prior to use in the
bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced at the
Contractor's expense.
D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will
not be allowed. Mixing of the BSM to a homogeneous consistency shall be
done to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A.Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density of
50-100 lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded phone
books, and shall be thoroughly and mechanically mixed to prevent
clumping.
C.Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA
textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its source,
prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris,
weeds, foreign matter, and any other material deleterious to plant health.
5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between
25-55%.
6. Contractor shall certify that topsoil meets these specifications.
D.Leaf Compost
1. BSM shall consist of 10-20% leaf compost by volume.
2. Leaf compost shall consist of Class 1 organic leaf compost consisting of
aged leaf mulch resulting from biological degradation and transformation of
plant-derived materials under controlled conditions designed to promote
aerobic decomposition.
3. The material shall be well composted, free of viable weed seeds and
contain material of a generally humus nature capable of sustaining growth
of vegetation, with no materials toxic to plant growth.
4. Compost shall be provided by a local US Composting Council Seal of
Testing Assurance (STA) member. A copy of the provider's most recent
independent STA test report shall be submitted to and approved by the
Owner prior to delivery of BSM to the project site.
5. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed as
percentage of germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per million or
0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A standard, 40
CFR 503.13, Tables 1 & 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR
503.32(a) levels
PART 3 - EXECUTION
A.General
1. Refer to project specifications for excavation requirements.
B.Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed 9-inches.
3. Compaction of BSM material is not required.
BIORETENTION SAND MEDIA SPECIFICATIONS
801
D8
{NOTES:
}1.REFER TO THE BIORETENTION SAND MEDIA SPECIFICATION FOR MORE
INFORMATION ON THE SOIL MIX.
2.BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH
CYCLE OR APPROVED EQUAL.
3.THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL
LOCATIONS OF THE POND BELOW THE TOP OF THE OUTLET STRUCTURE AT
ELEVATION 5146.35.
BIORETENTION SOIL LAYERING
NOT TO SCALE
\A1;2"
2-year flow
Depth (D) < 1.0 feet
4" 3 (MIN.) - 6 (MAX.) 1.063" 0.032" 28 0.413" 1.90 SQ. IN.
\A1;4"
{NOTES:
}1.DESIGN FLOW DEPTH (D) = 0.10'.
{NOTES:
}1.DESIGN WQCV FLOW DEPTH = 0.44'.
\A1;12"
B
NOT TO SCALE
701 DIRECTIONAL ACCESS RAMPS (FLARE OPTION)
D7
TAPER TO SIDEWALK
ELEVATION
34
NOT TO SCALE
702 PEDESTRIAN RAMP DETAIL
D7
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
PRIVATE
P
4.5'
12:1
2' x 4.5' DETECTABLE
WARNING SURFACE
SIDEWALK
CURB
GUTTER
6'
(MIN)
(MAX)
12:1
(MAX)
12:1
2%
(MAX)
2%
(MAX)
6'
(MIN)
A
NOT TO SCALE
700 CORNER APPROACH ACCESS RAMP
D7
(MAX)
2%
(MAX)
PRIVATE
703 PEDESTRIAN RAMP DETAIL
D7
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
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
705 FIRE LANE SIGN DETAIL
D7
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
FIRE
LANE
NO
PARKING
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
12" 12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
NOT TO SCALE
704
D6
SIGN POST
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN
MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON
WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE
BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON
WASHERS (NYLON WASHER AGAINST SIGN FACE) AND
SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF
POST. L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH NYLON
WASHERS
* 12 Gauge
30" 8" 8"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
600
D6
STANDARD SIDEWALK
604 CURB AND GUTTER
D6 33
NOT TO SCALE
609
D6
RIBBON CURB
1"
6"
4 1/6" 2"
1 1/2"
1'-6" 6"
12"
1'-6"
1 1/2"
6"
1"
6"
6"
4 1/2"
12"
NOT TO SCALE
608
D6
PRIVATE 1' VERTICAL CURB & GUTTER
R2"
R1 1/2"
R2"
R1 1/2"
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
OUTFALL INFALL
\
A1;12"
\A1;6"
4000 PSI
CONCRETE
{NOTE:
}1.EDGE RESTRAINT SHALL SIT UPON PERMEABLE PAVER BASE SECTION
AT PAVERS
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
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
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
Lip
FL
Back of curb
Right of Way Line
NOTE:
1. Concrete driveway must be
provided to the property line.
2. 0" Curb Height,
See Section A-A
3. Standard Curb and Gutter
Section, See Standard
Drawing 701
X
W
X
1:50 (max.)
Property Line
N.T.S.
SECTION A-A
1" per ft.
X = Curb Transition Length
Y = Parkway Width Varies
W = Driveway Width, See
Standard Drawing Series 707
T = Concrete Thickness - 6" Residential,
8" Commercial
A
A
PERSPECTIVE
1:50 (max.)
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 706.DRAWING 1
STREET STANDARDS
URBAN AREA DATE: 02/17/15
STANDARD DRIVEWAY APPROACH DETACHED WALK (Type I)
x=2' (min.) Driveway Width x=2' (min.)
W = Width
Refer to Chapter 25 for minimum removal dimensions.
Expansion Joint if drive
continues as concrete
6"
Walk Y
2"
ROW
NOT TO SCALE
Y
Detached
Sidewalk
Ramp if necessary Ramp if necessary
Varies
1/4" per ft.
1:12 (max.)
1/4" per ft.
Varies ** Varies **
Ramp Length Ramp Length
Detached Detached
1" per ft.
1:12 (max.)
See note 3
See Note 2 See Note 2
See Note 3
** Ramp length not to exceed
15'-0", slope must be uniform.
1
2" min - 2" max
1:12 (max.) 1:12 (max.)
T
T
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
NOT TO SCALE
601
D6
STANDARD DRIVEWAY - DETACHED WALK
605 PREFABRICATED WHEEL STOP
D6
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
606
D6
PRIVATE CONCRETE CROSSPAN
2' CONCRETE PAN
6"
24"
1"
NOTE FOR CONCRETE PAN:
1. PROVIDE CONTRACTION JOINT EVERY TEN (10) FEET.
NOT TO SCALE
607
D6
THICKENED CONCRETE EDGE
6"
24"
TRANSITION
24"
TRANSITION
12"
1 1/4"
6"
6" REVEAL
10"
PAVEMENT/PAVERS
BARRIER CURB
NOT TO SCALE
610
D6
12" BETWEEN PAVER SECTIONS
\A1;6"
\A1;6"
4000 PSI
CONCRETE
6" AT PAVER EDGE
COLORADO
Know what's below.
Call before you dig.
R
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 3'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
%%UGRATING DETAIL
3.
2.
WEIGHT: 560 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;\A1;4' 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
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
\A1;6"
N.T.S.
%%USECTION B-B
\\A1;A1;6" 3'
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
N.T.S.
N.T.S.
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
OPEN AREA: 260 SQ. IN.
3'-7"
CURB ADJUSTS 4" 2'-7"
6"
3 1/4" TO 9"
ANCHORS
DATE DRAWN: 3/3/05
D43.dwg
DRAWN BY: T. COX
SINGLE CURB INLET
CAD FILE NAME:
DETAIL
D-43
STORMWATER CONSTRUCTION DETAILS
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
NOT TO SCALE
500
D5
2' SIDEWALK CHASE
BACK OF CURB
EXTEND WALK 6"
ON BOTH SIDES
OF WALK
SIDEWALK
(TYP.)
3'
6"
VARIES VARIES
3'-3"
OPENING PLAN 8'-6"
3'-3"
3"A
A
C
B B
C
(TYP.)
(TYP.)
(TYP.)
3/8" BRASS SCREW 18"O.C.
EDGE OF
STREET
12" R SLOPE 12" R
WITH COUNTERSUNK HEAD
FLUSH WITH PLATE
5/8" GALV.
SECTION A-A
SECTION B-B
VARIES
6"
WITH COUNTERSUNK HEAD FLUSH
3/8" BRASS SCREW-18" O.C.
ANCHOR 18"
#3 REBAR
1"
6"
3"x2"x3/8"
GALV.
ANGLE
3'-0"
5/8"
GALV.
PLATE
2'-0"
1/4"
WITH PLATE
3"
6"
SLOPE PLATE TO
0.5%%% SLOPE (MIN.)
VARIES
DETAIL 1
2'-0"
O.C.
SEE DETAIL 1
2
1
2
1
VARIES, SEE
5/8" GALV.
STEEL PLATE
3"x2"x3/8"
GALV. ANGLE
BACK OF
EDGE OF
STREET
CURB
SLOPE VARIES
PLANS
EXPANSION
EXPANSION MATERIAL
MATERIAL
SECTION C-C
DEPRESSED
\A1;VARIES
#4@12" O.C.
#4@12" #4@12"
GUTTER
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
1/28/09 D-10B
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK
504
D5
INLET SCHEDULE
INLET SCHEDULE
INLET ID TYPE
A2-1 Type 13 Grated Inlet
A2-3 Type 13 Grated Inlet - Double
A2-2.1 Type 13 Grated Inlet
A2-2.4 12" Dome Grate
A3-1 Type 13 Grated Inlet - Double
A4-1 Type 13 Grated Inlet - Double
A5-1 12" Dome Grate
A6 Single Combo
A7 Type 13 Grated Inlet
A8 Type 13 Grated Inlet - Double
SINGLE COMBINATION INLET
NOT TO SCALE
503
D5
PLAN
C C
EDGE OF
STREET
SLOPE
SLOPE PER PLAN
TRANSITION FROM PAN TO CHANNEL IN 9'. INCREASE SLOPE TO MATCH ELEVATIONS 2%
6" CURB
%%P2.5%
@ {}
2% 2%
6" CURB
STANDARD SIDEWALK CHASE
SIDEWALK AND PAN CONNECTED
2%
1" PER FOOT
TURF
C C
EDGE OF
STREET
SLOPE
SLOPE PER PLAN
EXPOSE CURB
6" CURB
STANDARD SIDEWALK CHASE
2%
TURF
PLAN
PAN CONNECTION ONLY
MIN 2'X2' PAN
AT ALL LOCATIONS
0.5%
GENERAL NOTES:
1. SIDEWALK SHALL BE 6 IN. THICK.
2. TOP SLAB OF CULVERT SHALL BE SLOPE TO
MATCH SIDEWALK. SEE D-6.
3. EXPOSED STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH AASHTO M-111.
4. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
5. REINFORCEMENT IN WALLS AND BASE SHALL
BE 3 IN. FROM THE SIDE EXPOSED TO EARTH.
REINFORCEMENT IN TOP SLAB SHALL BE
1 1/2 IN. CLEAR.
SECTION C-C
#4@11" #5@18"
#4@12"
11'-0"
1'-2 1/2"
12"
6"
4'-0"
SECTION B-B
DEPRESSED GUTTER
SECTION A-A
2"
1 1/2" PIPE
SPACER AND
4"
1" R
3"x3"x3/8"
1 1/4" DIA. x 14"
GALV. STEEL ROD -
THREADED 3 1/2"
PLATE DETAIL 1
BACK OF
#5@9" O.C.
EXTEND WALK 6"
ON BOTH SIDES
OF WALK
#4@11" O.C.
SIDEWALK
(TYP.)
3'-0"
6"
VARIES VARIES
3'-6"
11'-0"'
4'-0" OPENING
12"'
(TYP.)
PLAN
3'-6"
6"
A
A
B
C C
B
#4@12" O.C.
#5@9" #4@11"
0.5% SLOPE (MIN.)
SEE DETAIL 1
VARIES VARIES
6"
\A1;6" 8 1/2"
(TYP.)
(TYP.)
(TYP.)
#5@18" O.C.
\A1;VARIES
BACK OF
#4@12" O.C.
2"
1 1/4"LOCK NUT
EDGE OF
STREET
EDGE OF
STREET
#4@12" O.C.
1 1/4" DIA. ROD
(SEE DETAIL 1)
12" R 12" R
SLOPE
#4@12"
#4@12"
#4@12"
CURB
AT TOP
CURB
EXPANSION MATERIAL
EXPANSION
MATERIAL
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: TDC
1-20-09 D-12B
CONCRETE SIDEWALK CULVERT FOR DETACHED SIDEWALK
NOT TO SCALE
501
D5
4' SIDEWALK CHASE
C C
EDGE OF
STREET
SLOPE
SLOPE PER PLAN
6" CURB
CONCRETE SIDEWALK CHASE
2%
PLAN
2'X4' CONCRETE FOREBAY
STEEL PLATE FOREBAY COVER
2%
SLOPE
D
SECTION D-D
0.5% SLOPE (MIN.)
SEE DETAIL
2 ABOVE WALK PER PLAN 6"
6" \A1;8 1/2"
D
2' FOREBAY COVER
3'
6"
FOREBAY OUTLET
SLOPE
SECTION D-D AND
SECTION E-E
SHOWN IN
FOREBAY DETAIL
502/D5 BELOW
502
D5
FOREBAY DETAIL
WITH COUNTERSUNK HEAD FLUSH
3/8" BRASS SCREW-18" O.C.
ANCHOR 18"
#3 REBAR
1"
3"x2"x3/8"
GALV.
ANGLE
1/4"
GALV.
PLATE 1/4"
WITH PLATE
3"
DETAIL 3
O.C.
1/4" GALV. STEEL PLATE
SECTION E-E
6"
4'-0"
3'-0"
1/4" GALV.
STEEL PLATE
GALV. 3"SEE ANGLE x2"DETAIL x3/8"
3 ABOVE
E E
2"
1 1/2" PIPE
SPACER AND
4"
1" R
3"x3"x3/8"
1 1/4" DIA. x 14"
GALV. STEEL ROD -
THREADED 3 1/2"
PLATE DETAIL 2
2"
1 1/4"LOCK NUT
AT TOP
2"x2" WEEP
HOLES
1' 1' 1'
DROP-DOWN HANDLE (TYP.)
6"
\A1;HANDLE IS {\H0.7x;\S3/4;} INCH THICK STAINLESS BAR BENT FOR 6" MIN GRIP SPACE. RECESS MIN 2"
2 1/4"
6"
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
31
401
D4
NOT TO SCALE
TYPE 13 GRATED INLET
8" 8"
8"
8" 8"
D
INV. ELEV OUT
SHOWN ON PROFILE
H (VARIES)
PIPE BEDDING
OUTLET PIPE IN
SIDE OR END WALL
H (VARIES)
STD VALLEY GUTTER SECTION BICYCLE AND PEDESTRIAN
%%uSECTION THRU LENGTH A-A
%%uSECTION THRU WIDTH B-B
8" 8"
3"
Y Y
ALL DIMENSIONS ARE OUT-TO-OUT OF BAR.
X
1'
1'
X X
403
402
401
%%uBENDING DIAGRAM
NOTES:
CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST.
CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES.
EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN.
REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIUMUM CLEARANCE.
STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3 FT. - 6 IN. AND SHALL BE IN
ACCORDANCE WITH AASHTO M 199.
ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO CITY OF LOVELAND
SPEC. 05500. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING.
ALL REINFORCING BARS SHALL BE NO. 4 BARS.
DIMENSIONS FOR C.I.P. PRECAST WALLS & FLOOR THICKNESS ARE MINIMUM 6"
STORM DRAIN MARKER TO BE PROVIDED BY THE CITY OF LOVELAND & INSTALLED PER DIRECTION OF
THE CITY.
INFORMATION FROM CDOT STANDARD PLAN M-604-13 IS REFERENCED IN THIS DETAIL.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
10"
TO 14"
6"
401 @ EQUAL SPACING
AT 9"±
403 @ 8" O.C.
B
B
A A
4'-3 1/2"
4'
℄ GUTTER TYPE 2
%%uPLAN OF TYPE 13 INLET FOR VALLEY GUTTER
CAST GRATING (TYP.)
Y
SAFE GRATE AND FRAME
BACK FILL WITH CLASS 67 GRANULAR MATERIAL HAND \H0.0571;TAMPED IN 6" LIFTS. SLOPE FLOOR
UNDISTURBED GROUND OR FIRM FOUNDATION MAT'L.
19 1
2"
35 1
2"
4'-0"
402 @ 8" O.C.
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
NOT TO SCALE
404
D4
STANDARD MANHOLE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD MANHOLE
11/7/00 D-3
NBJ
MANHOLE SHALL BE AS FOLLOWS:
NOTE: MINIMUM INSIDE DIAMETER OF
27 IN. TO 42 IN. (INCL.)
24 IN. OR LESS
VARIABLE
ALTERNATE BASE
8 IN. MIN.
6 IN.
1 SLOPE IN./FT. RECAST MANHOLE
BASE
OVER 42 IN.
PIPE SIZE
2 IN. MIN. POURED INVERT
8 IN. MIN.
1 FT.
1 IN./FT.
SLOPE
2 IN.
18 IN. MAX
48 IN. MAX. DEPTH
30 IN. MIN. DEPTH
5 FT. MIN. DEPTH
RUNGS 12" O.C.
MANHOLE
8 IN. SEE NOTE
24 IN.
24 IN. RING AND COVER - 400 LB.
OR APPROVED EQUAL
DENVER HEAVY BY MACLEAR
FINISHED GRADE
16 IN. MAX
28 IN. MAX
48 IN.
72 60 IN. IN.
DIAMETER
MIN. MANHOLE
POURED CONCRETE
INSIDE AND OUT
GROUT BASE TO CONE
BASE
MANHOLE SECTIONS
ASTM C-478
INSIDE AND OUT
GROUT SHIPLAP JOINT
ECCENTRIC CONE
ASTM C-478
GROUTED INSIDE AND OUT
ADJUSTMENT SHIM
BRICK &/OR CONCRETE
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
NOT TO SCALE
405
D4
SHALLOW MANHOLE WITH FLAT TOP DETAIL 406 CHANNELING DETAILS FOR MANHOLES
D4
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
12" DOME GRATE
NOT TO SCALE
402
D4
DROP IN GRATE INSTALLATION
NOT TO SCALE
403
D4
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
APPROX. DRAIN AREA = 70.37 SQ IN
APPROX. WEIGHT WITH FRAME = 34.95 LBS
1299CGD
ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE
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
Ø 12.50 Ø 15.99
2.47
5.00
.93
DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-017 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
6 IN - 24 IN DROP IN INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 5-4-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
5-4-00
CJA
0601DI
0801DI
1001DI
1201DI
1501DI
1801DI
2401DI
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%
NYLOPLAST DROP IN GRATES FIT INSIDE
ADS N-12, HANCOR DUAL WALL, SDR 35
SEWER, & IPS SCH 40 DWV PIPE
9.
8.
7.
6.
5.
1.
3.
2.
%%uGENERAL NOTES: 8"
12"
(MIN.)
PIPE BRACE
1" DIA. IRON
(TYP.)
2' (MAX.)
2% SLOPE
GRADE RINGS (IF REQUIRED)
PRE-CAST CONCRETE
BEFORE BACKFILLING
AND GROUT KNOCKOUT
ARMOUR-FLEX TUBING
MANHOLE
PRECAST CONCRETE
CURB BOX
(TYP. ALL JOINTS)
PLASTIC GASKETS
PRE-FORMED
1-1/2" METERS
FLOW
2" METERS
17 1/4" FOR
13 1/4" FOR
SETTER
METER
12" O.C.
MANHOLE RUNGS
48"
ALUMINUM MANHOLE RING AND
COVER WITH LOCK NUT
24"
54" (MIN.)
66" (MAX.)
INSTALL LID 1/2 IN. ABOVE
FINAL LANDSCAPED GRADE
MASTIC
MORTAR OR
16" (MAX.)
7" (MIN.)
FINISHED GRADE
AMR POD (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
3" (MAX.)
1" (MAX.)
1/2" EMT OR PVC
VAULT OR PIT TOP
INTO YOKEBOX
2' (MAX.)
3/4" ROCK FOR GRADE
ADJUSTMENT (IF REQ'D)
12"
(MIN.)
(MAX.)
(TYP.)
TOP OF AMR LID TO
BE 1/2" ABOVE
FINISHED GRADE
CONDUIT THROUGH
10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE.
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS
16A
4/11/11
SIDE.
BASIN.
NOT TO SCALE
11
300 2" & 2" METER SETTING
D3
%%UPLAN 48" DIA. VIEW
BEFORE BACKFILLING
ARMOUR-FLEX TUBING
AND GROUT KNOCKOUT
BOX
CURB
FLOW
2' (MAX.)
1" DIA. IRON
(TYP) PIPE BRACE
MANHOLE RUNGS
BELOW LID)
METER (PLACED
12" O.C.
24" DIA.
PRECAST CONCRETE
MANHOLE
8" x 8" CONCRETE
BLOCK (TYP.)
AND REMOVABLE PLUG)
WITH 1 27/32" DIA. HOLE
YOKE BOX LID PART #YL-TP
PART #YUC-7 WITH FORD
AMR POD (FORD YOKE BOX
%%uGENERAL NOTES:
1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.
2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1 1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW) 16B
4/11/11
NOT TO SCALE
301
D3
NOT TO SCALE
302 CP TEST AND LOCATER STATION BOX
D3
CP
TEST STATION
U
S
A
7/16"
3 1/2"
7 5/16"
2"
5/8"
5 3/4"
A
S
U
I
E
J
W
STATION
LOCATOR
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
\A1;7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
NOT TO SCALE
304 VALVE EXTENSION DETAIL
D3
NOT TO SCALE
303 VALVE BOX ASSEMBLY
D3
STREET
STREET
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4. TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
IN 3" LAYERS
AND TAMP
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
11
2" & 2" METER SETTING (PLAN VIEW)
30
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOT TO SCALE
305 SUBDRAIN SERVICE DETAIL
D3
SUBDRAIN SERVICE DETAIL
STREET STANDARDS
URBAN AREA
LARIMER COUNTY
CONSTRUCTION
DRAWINGS DATE: 04/01/07 713.1F
REVISION NO: DRAWING
Sanitary
Sewer Main
Subdrain Main
Sanitary Service
Subdrain Service
(No Perforations)
Reducing WYE
Trench
Stake Identifier
(Sanitary Sewer)
(Subdrain)
Stake Identifier
Sanitary
Sewer Main
Subdrain Main
PLAN VIEW
CROSS SECTION
Bedding
(Non-Perforated Pipe)
by the approved plans.
Pipe Sizes to be specified
FORT COLLINS ONLY
NOT TO SCALE
306 SUBDRAIN MAIN - INSTALLATION DETAILS
D3
SUBDRAIN MAIN - INSTALLATION DETAILS
STREET STANDARDS
URBAN AREA
LARIMER COUNTY
CONSTRUCTION
DRAWINGS DATE: 10/25/01 713.2F
REVISION NO: DRAWING
8" Sanitary
Sewer Main
8" 12" 8"
Provide cloak of filter fabric
at all points that clean-out
risers and subdrain
services penetrate filter
fabric.
Subdrain main
perforated pipe
Filter Fabric as
specified on the
approved plans.
Filter Material
44" Min.
4" 12"
Cast iron floor box
Non-Perforated
Cleanout Riser
45° Sweep
Subdrain Main
Sanitary Main
45° Sweep WYE
14'-6"
Upstream
2" To Bottom Of
Asphalt Mat
FORT COLLINS ONLY
Pipe size and materials
shall be specified on
the approved plans.
NOTE:
unless otherwise approved by the Utility.
horizontal separation of ten feet.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
9.
8.
4.
6.
7.
5.
3.
2.
IN FACE OF CURB
CUT 4 INCH CROSS
PAVEMENT
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
1 INCH SERVICES
NOT TO SCALE
205 TYPICAL WATER SERVICE
D2
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
%%UNOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2%%D 45%%D 90%%D
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
%%UTEE
%%UTYPICAL BEND
%%UTYPICAL CROSS-SECTION
%%UDEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
%%UNOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
29
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
WATER MAIN LOWERING
NOT TO SCALE
203
D2
RETAINER GLANDS
INSTALL MEG-A-LUG
SEE DETAIL 2 FOR THRUST BLOCK SIZING.
AS APPLICABLE.
SECTION 02615-2.6A OR SECTION 02622-2.2A
ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED
ALL FITTINGS AND JOINTS IN LOWERING AREA
SEE DETAIL 4B FOR GRAVITY BLOCK SIZING.
WITH POLYETHYLENE ENCASEMENT.
TO BE RESTRAINED IN ACCORDANCE WITH
GENERAL NOTES:
4.
3.
2.
1.
49"-66"
>66"
25"-48"
4"-24"
D
UTILITY BEING CROSSED
THRUST BLOCK (TYP.)
GRAVITY
ANCHOR (TYP.)
SEE DETAIL 4B
SEE DETAIL 2 L (ft)
(Typ)
18 IN.
MIN.
D L (ft)
STREET GRADE
7'
10'
5'
3'
L(ft)
WATER MAIN
PROPOSED
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
4A
4/11/11
WATERLINE LOWERING ELEVATIONS
CROSSING 1 2 3 4 5 D
STORM DRAIN A2 STA 10+20.00 4891.39 4889.80 4889.80 4896.39 4893.43 30"x19"3'
1
2 3
4
5
TRENCH BOTTOM
REINFORCING BAR
(SEE TABLE)
RESTRAIN ALL FITTINGS AND JOINTS.
VOLUMES SHOWN IN TABLE ARE BASED
ON 150 P.S.I. INTERNAL STATIC PRESSURE.
VALUES FOR ANY PRESSURE MAY BE
OBTAINED BY MULTIPLYING TABULATED
VALUES BY A CORRECTION FACTOR "F".
"F" =
(ANCHORS REQUIRED FOR FOR 150 VERTICAL P.S.I. PRESSURE)BEND GRAVITY .
ACTUAL PRESSURE
150
%%UGRAVITY ANCHOR DETAIL
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
GRAVITY BLOCKS
4B
4/11/11
NOT TO SCALE
204
D2
WATER MAIN LOWERING GRAVITY BLOCKS
WATER MAIN
SIZE (INCHES)
BENDS
45%%D 22 1/2%%D
6
8
10
16 14
12
4
CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME
(FT. 3 ) (FT. 3 )
15.9
35.3
62.4
8.6
19.1
33.8
4.4
9.7
17.2
95.4
136.4
184.7
51.6
73.8
100.0
26.3
37.6
51.0
240.9 130.4 66.5
LESS THAN
60CF
90CF
200CF
133CF
400CF
600CF
NO. OF BARS & SIZE
2
2
2
2
2
3
1/2 IN.
5/8 IN.
3/4 IN.
BAR SIZES FOR 150 P.S.I.
SERVICE CLEANOUT REQUIREMENTS
2.
3.
1.
SLOPE TO MATCH
SRV. GRADE AS REQ'D
TRAFFIC/PAVED AREAS
NTS
6" PVC
PIPE
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF SEWER LINE
COUPLING
SRV. PIPE
4"-45%%D
6"ELBOW x6"x4"
VARIES
COMPACTED GRANULAR
4" PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
MATERIAL
PVC SLIP
VALVE BOX AND COVER W/
"SEWER" CAST INTO COVER
SCREW-ON WATER
TIGHT PLUG
4.
2'x2'x6" DEEP
CONCRETE COLLAR
SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO BUILDING CONNECTION, AT ALL BEND COMBINATIONS GREATER THAN 45%%D AND AT A MAXIMUM SPACING OF 100'. NO SINGLE BEND GREATER
THAN 45%%D SHALL BE ALLOWED.
CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
FERNCO OR CAULDER COUPLINGS SHALL NOT BE ALLOWED AT SPLICES, UNLESS EXIST. SEWER SERVICE IS CLAY.
CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN
ELBOW COMPACTED GRANULAR
4"-45%%D
6"x6"x4"
SRV. GRADE AS REQ'D
w/ BELL
CUT SRV. TO MATE PIPE
VARIES
PIPE
6" PVC
FLOW
SLOPE TO MATCH
MATERIAL
TOP OF ELBOW
BEDDING ZONE TO
FROM BOTTOM OF
& FITTINGS (TYP.)
4" PVC SDR 35 PIPE
OVER CLEANOUT
PVC COUPLING SLIP
OF SEWER LINE
CONTINUATION
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
6"
MIN.
{\Fsimplex|c0;D = RE: STRUCTURAL}
{TOP
WAT/FIRE =
RE: PLAN}
5' (TYP.)
SEE NOTE 1
{SS INV =
RE: PLAN}
{FF ELEV =
RE: PLAN}
{NOTES:
}1.SITE CONTRACTOR TO END SEWER AND WATER SERVICES 5'
AWAY FROM ALL BUILDINGS (TYP.). BUILDING PLUMBING
CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING
UTILITIES FROM THIS POINT OF CONNECTION TO RISERS UNDER
SLAB.
2.SITE CONTRACTOR TO END FIRE LINE 1' ABOVE FFE INSIDE
RISER ROOM AND CAP.
\A1;1' (TYP.)
NOT TO SCALE
107
D1
TYPICAL POINT OF CONNECTION
28
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
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR
SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE.
GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER
TO 1/2 INCH ABOVE FINAL GRADE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
1.
2.
3.
4.
5.
6.
7.
14 IN. MIN. ALLOWED
CAST IRON FROST
PROOF METER BOX
COVER
COMPRESSION TYPE
CONNECTION
LOCK TYPE
INLET VALVE
TYPE "K"
COPPER
PIPING
48 IN.
10 IN.
INSTALL LID 1/2 INCH ABOVE
FINAL LANDSCAPED GRADE
FLOW
METER BOX
METER
GENERAL NOTES
2 FT. MAX.
CURB BOX
64 IN. (NO OR EXTENSIONS) ALTERATIONS
CAST IRON RECESSED LID
WITH WORM LOCK
RUBBER OR PLASTIC
INNER LID
NO TREES WITHIN 10 FEET OF METER BOX.
NO FOR FITTINGS MIN. OF 5 FT.
18 IN. MAX. ALLOWED
15 IN. RECOMMENDED
C.L. OF METER
CONNECTION
6 INCH LAYER OF GRAVEL
(3/4 IN.- 1 1/2 IN.) UNDER METER BOX
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 15
4/11/11
BASIN.
NOT TO SCALE
105
D1
IRRIGATION METER PIT
DESIGNATED SPRINKLER SERVICE
FLOW
5 FT. MIN.
METER
PIT
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
PIT
METER
5 FT. MIN.
FLOW
SPRINKLER TAP OFF DOMESTIC SERVICE
SERVICE MAIN
VACUUM BREAKER
VACUUM BREAKER
(FROM OUTLET SIDE OF
METER PIT TO
SHUT-OFF VALVE TEE)
IRRIGATION SHUT-OFF VALVE
AIR-INJECTION
PORT DOWNSTREAM OF
VACUUM BREAKER
SPRINKLER TEE)
METER PIT TO
(FROM OUTLET SIDE OF
(STOP AND WASTE VALVE NOT PERMITTED)
IRRIGATION SHUT-OFF VALVE
(STOP AND WASTE VALVE NOT PERMITTED)
DIA. WITH CAP OR PLUG)
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
DIA. WITH CAP OR PLUG)
(3/4" OR LARGER
RECOMMENDED)
RECOMMENDED)
(3/4" OR LARGER
PORT DOWNSTREAM OF
VACUUM BREAKER
AIR-INJECTION
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
SPRINKLER SYSTEM DETAIL
13
4/11/11
NOT TO SCALE
106
D1
IRRIGATION TAP CONNECTION
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
TRENCH BACKFILL
TRENCH ZONES
PAVEMENT IF REQUIRED
SCALE: NTS
TRENCH AND BEDDING TYPICAL
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
PIPE SUBGRADE; STABILIZATION
MATERIAL IF REQUIRED
1' MIN.
BEDDING ZONE
14
th O.D./4" MIN.
REFER TO SECTION 02221
TRENCH BACKFILL
BEDDING ZONE (SEE ABOVE)
PIPE SUBGRADE
COMPACTED GRANULAR
MATERIAL
UNDISTURBED SOIL
12-15-2010
PRE-FORMED PLASTIC GASKET
SLOPE
1 IN./FT.
PRECAST MANHOLE BASE
PRE-FORMED GASKET
MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
15 IN. OR LESS
18 IN. TO 30 IN.
OVER 30 INCHES
48 IN.
60 IN.
PIPE SIZE MIN. 72 MANHOLE IN.
DIAMETER
SCALE: NTS
TYPICAL MANHOLE
SOUTH FORT COLLINS SANITATION DISTRICT
OFFICE (970) 226-3104 FAX (970) 226-0186
APPROVED:
DATE:
CAST-IN-PLACE CONCRETE BASE
HINGED DUCTILE IRON RING/COVER
5 FT. MIN. DEPTH
VARIABLE
24 IN. MIN.
48 IN. MAX.
FINISHED GRADE
16 IN. MAX.
CONCRETE ADJUSTMENT SHIMS
ASTM C-478 ECCENTRIC CONE
ASTM C-478 MANHOLE SECTIONS
28 IN. 24 MAX. IN.
MANHOLE RUNGS
12 IN. O.C.
SEE TABLE
6 IN.
12 IN.
2 IN.
8 IN. MIN.
POURED INVERT
8 IN. MIN.
6 IN.
2 IN. MIN.
%%UALTERNATE BASE
SLOPE
1 IN./FT.
18 IN.
MAX.
12-15-2010
CROSS SECTION
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
SERVICE WYE
8 IN. PVC SEWER PIPE
PLAN VIEW
45° MAX.
4 IN. X 4 IN. MARKER POST
AIR-TIGHT PLUG
45° ELBOW
PVC SEWER PIPE
GRANULAR MATERIAL
CONFORMING TO CDDH #67
AIR-TIGHT PLUG WITH 4
IN. X 4 IN. MARKER POST
GRANULAR MATERIAL
CONFORMING TO
CDDH #67
\A1;4" TYP
TRENCH
PVC SEWER PIPE
SCALE: NTS
TYPICAL SANITARY SEWER SERVICE CONNECTION
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
12-15-2010
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
104
D1
TRENCH DETAIL WITHIN ROW
{NOTE:
}1.WHERE WITHIN
RIGHT-OF-WAY USE LCUASS
DRAWING 2201; SEE BELOW
DETAIL 104.
{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
\A1;1' \A1;1'
2
NOT TO SCALE
004
EC3
CURB INLET PROTECTION
NOT TO SCALE
006
EC3
AREA INLET PROTECTION
CIP
IP
27
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
WIRE ENCLOSED 1 1/2" CRUSHED ROCK
DROP INLET PERIMETER
PLACED AROUND
CINDER BLOCKS
1 1/2" CRUSHED ROCK
WIRE ENCLOSED
DROP INLET BLOCK
INLET
DROP
RUNOFF
FILTERED
OVERFLOW
%%USECTION A-A
%%UPLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
%%UAND GRAVEL FILTER
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
%%UWATTLE FILTER
DROP INLET
INLET
%%UPLAN VIEW
\A1;ENTRENCH 3"
CORNERS.
EXCESS AT
FRAME. GATHER
AND STAPLE TO
WITH GEOTEXTILE
WRAP WOOD FRAME
WOOD FRAME
WOOD FRAME
2'' X 4'' WITH GRATE
DROP INLET
3' 0''
1' 6'' MAX.
A DEPTH OF 6'' X 6''
BURY GEOTEXTILE AT
%%uDROP INLET SILT FENCE BOX
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE
OUTSIDE EDGE OF CONCRETE
APRON
INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.
CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
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".
IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE
SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED.
OTHER AREA 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 REACHES 1/2 OF THE DESIGN DEPTH.
TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.
WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
5.
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(10" MIN. DIAMETER)
IP
WATTLE INSTALLATION
TOP BACK CURB
STORM WATER LINE
WEIGHTED WATTLE
AT 45 DEG. TO CURB
%%UWATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
%%UWATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
FLOW LINE
%%uCURB INLET WATTLE PROTECTION SETUP%%u
SEDIMENT
DEPOSITION
ZONE
LIP OF GUTTER
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{\LPERVIOUS INSTALLATION}
{\LIMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
%%UCONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
%%UCURBSIDE CHECKDAMS SETUP
005
EC3 NOT TO SCALE
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
10% MAX.
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.
VEHICLE TRACKING CONTROL PAD
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.
COMPACTED BACKFILL
FLOW
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
TRENCH AND ATTACHED TO POST.
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
{\LPREASSEMBLED 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.
{\LSILT 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
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
\FFANCY.shx;\W0.857143x;CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL (DETAIL SW-14) IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF
PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS
NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF
CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO
MAINTAIN CAPACITY FOR WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN
ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{NOTES:
}1.
2.
3.
4.
5.
6.
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 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND
SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A
MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL
JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE
MESH FOR THE ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
0-15
MATCHES SPECIFICATIONS FOR \A1;NO. {\H1x;4 COARSE 3/8}" AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES
NOT TO SCALE
002
EC2
ROCK SOCK
NOT TO SCALE
000
EC2
VEHICLE TRACKING CONTROL PAD
NOT TO SCALE
001
EC2
CONCRETE WASHOUT AREA
VTC CWA
NOT TO SCALE
003
EC2
SILT FENCE
SF
SF
RS
26
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:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
LOD
LOD
LOD
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK
DECK DECK
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK
DECK
DECK
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
ENTRY COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
BLDG 9
BLDG 8
BLDG 11
BLDG 12
BLDG 13
BLDG 37
BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
TRACT A
TRACT B
BLDG 10
BLDG 14
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
MORNINGSIDE
VILLAGE CONDOS
OWNER:
MORNINGSIDE VILLAGE
MASTER ASSOCIATION INC.
FOSSIL CREEK RESERVOIR INLET DITCH
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
SF SF SF SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
BROOKFIELD DRIVE
NORTHERN LIGHTS DRIVE
LE FEVER DRIVE
PRECISION DRIVE
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MULCH
WRAP GRATE W/
FILTER FABRIC
CONTRACTOR **MUST**
PREVENT **ALL** TRACKING
OF SEDIMENT AND DEBRIS ONTO
PERVIOUS PAVEMENTS
WRAP GRATE W/
FILTER FABRIC
MULCH
LINE DRYWELL W/
FILTER FABRIC.
REMOVE W/ STABILIZATION
AT CLOSE OF PERMIT.
RAISE LANDSCAPE
DRAINS 1' UNTIL
STABILIZATION
RAISE LANDSCAPE
DRAINS 1' UNTIL
STABILIZATION
TRACK SLOPE &
HYDROMULCH.
INSTALL STRAW
WATTLE EVERY 30'
ON CONTOUR AND
EC BLANKET TO
STABILIZE
SF
RS
VTC
RS
RS
RS
RS
VTC
SF
SF
SF
SF
SF
SF
SF
CIP
CIP
CIP
IP
IP
IP
IP IP
IP
IP
RS
RS RS
RS
RS
RS
CIP
RS
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
DIRT TRAIL
IP
TRACK SLOPE &
HYDROMULCH.
INSTALL STRAW
WATTLE EVERY 30'
ON CONTOUR AND
EC BLANKET TO
STABILIZE
TRACK SLOPE &
HYDROMULCH.
INSTALL STRAW WATTLE
EVERY 30' ON CONTOUR AND
EC BLANKET TO STABILIZE
TRACK SLOPE &
HYDROMULCH.
INSTALL STRAW
WATTLE EVERY 30'
ON CONTOUR AND
EC BLANKET TO
STABILIZE
WIDTH VARIES
HABITAT
BUFFER ZONE
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
FCRID
TOP OF BANK
50'
SF
SF
SF
SF
SF
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
EC1
EROSION CONTROL PLAN
R. Banning
A. Boese
1"=40'
25
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BENCHMARK
PROJECT DATUM: NGVD 29 UNADJUSTED (OLD FORT COLLINS DATUM)
BENCHMARK #1:
City of Fort Collins Benchmark 5-01
Southeast corner of Strauss Cabin Rd. and Harmony Road in a street light pole base.
Elevation= 4847.76
BENCHMARK #2:
City of Fort Collins Benchmark 07-07
0.5 miles South of Harmony Rd. and Strauss Cabin Rd., on the West side of Strauss
Cabin Rd. on the Northwest wingwall of the bridge over an irrigation canal on a Larimer
County Cap.
Elevation= 4875.97
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED FOR THIS PROJECT.
NAVD88 = NGVD 29 UNADJUSTED+ 3.19'
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 7.51 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 "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR
BROOKFIELD" BY NORTHERN ENGINEERING, DATED XX/XX/XXXX FOR ADDITIONAL
INFORMATION.
6. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE SECTION
3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE.
HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE AND EASTERN EDGE OF PEDESTRIAN
TRAIL.
GENERAL NOTES:
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
93
VEHICLE TRACKING CONTROL PAD
SILT FENCE
INLET PROTECTION
ROCK SOCK
CONCRETE WASHOUT AREA
TEMPORARY BMP'S
SF
LIMITS OF DISTURBANCE
VTC
SF
IP
RS
CWA
CURB INLET PROTECTION CIP
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:
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: RIGDEN FARM - 14TH FILING
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
MODIFIED RAIN GARDEN
LOD
WATTLE DIKE WD
E/CTV
TRACT F
PLAT OF BROOKFIELD
MORNINGSIDE
VILLAGE CONDOS
FOSSIL CREEK RESERVOIR INLET DITCH
WETLAND
POND A
DIRT TRAIL
BROOKFIELD DRIVE
NORTHERN LIGHTS DRIVE
LE FEVER DRIVE
PRECISION DRIVE
47
D-8
D-8.1 0.39 AC
0.33 AC 48
52
D-7.2
0.79 AC
D-3C
0.61 AC
D-7.1
0.33 AC
51
46
D-7
0.30 AC
43
D-5/9
9.94 AC
44
OF2
0.15 AC
OF2
D11a
0.36 AC
56
D-10
0.39 AC
54
D-2B
0.53 AC
45
OF1
0.44 AC
60
D-3A
0.44 AC
D-2A
0.27 AC
D-3B
1.27 AC
D-2C
0.77 AC
42
D3A
D3C
D2A
WIDTH VARIES
HABITAT
BUFFER ZONE
D11b
0.10 AC 11b
BIO SWALE
WITH SOFT
BOTTOM
RAIN
GARDEN
DRY WELL
INLET WITH
SNOUT
WIDTH VARIES
HABITAT BUFFER ZONE
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
FCRID
TOP OF BANK
50'
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
EXISTING STORM SEWER
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 DRAINAGE MEMORANDUM BROOKFIELD SECOND REPLAT BY NORTHERN ENGINEERING,
DATED AUGUST 28, 2015 FOR ADDITIONAL INFORMATION.
3.HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE.{ HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE
AND EASTERN EDGE OF PEDESTRIAN TRAIL.}
{
}
NOTES:
DRAINAGE BASIN BUBBLE
A
144 ac
DESIGN POINT A
BASIN BOUNDARY
PROPOSED STORM SEWER
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
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
DR1
DRAINAGE EXHIBIT
R. Banning
A. Boese
1"=60'
24
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
PERMEABLE PAVERS
(DESIGN BY
OTHERS - NOT
FOR
CONSTRUCTION)
0.45
0.03
0.03
0.26
0.63
0.26
END OF DESIGN
END OF DESIGN
1.35
1.22
1.6%
2.1%
1.6%
1.4%
2.0%
COVERED
ENTRY
COVERED
ENTRY COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
BLDG 8
GARAGE
(TYP.)
UD UD UD UD
99.66
98.93
97.87
98.23
99.02
98.48
99.47
98.94
NORTHERN LIGHTS DRIVE
LE FEVER DRIVE
97.87
99.66
0.12
98.33
2.2% 2.3%
2.3%
2.2%
2.2%
2.3%
2.3%
2.3%
1.3%
0.8%
1.0%
0.5%
0.5%
0.7%
\A1;R68'
\A1;R392.5'
\A1;R392.5'
\A1;R45'
\A1;R30'
99.29
98.57
98.72
98.45
98.75
98.05
98.02
99.38
98.13
99.21
99.84
98.59
TELE
T T T
T
T T
T
T
T
T
T
T
GAS
GAS
VAULT
ELEC
VAULT
ELEC ELEC
E
D
D D
D D
V.P.
COVERED
ENTRY
COVERED
ENTRY
DECK
GARAGE
(TYP.)
UD UD
(97.11)
(97.47)
(97.47)
EXISTING BROOKFIELD DRIVE
EXISTING PRECISION DRIVE
2.2% 2.3%
98.05
2.2%
2.3%
97.59
97.59
98.18
2.2% 2.3%
97.72
97.72
0.5%
0.5%
PROPOSED
BROOKFIELD DRIVE
EXISTING CURB &
GUTTER BY
OTHERS
EXISTING
PAVEMENT BY
OTHERS
REPLACE CURB
TO EXISTING
ELEVATIONS
WITH RAMP
CONSTRUCTION
TIE TO EXISTING
(97.34)
(98.27)
(97.90)
(98.57)
2.0%
3.4%
3.3%
EXISTING CURB &
GUTTER BY
OTHERS
(97.42)
(97.41)
REPLACE CURB TO EXISTING
ELEVATIONS WITH RAMP
CONSTRUCTION
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
INT1
INTERSECTION DETAILS
R. Banning
A. Boese
1"=20'
23
1 INTERSECTION DETAIL
INT1
2 INTERSECTION DETAIL
INT1
1
INT1
2
INT1
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
3
INT1
3 INTERSECTION DETAIL
INT1
10+00
11+00 12+00 13+00 14+00 15+00 16+00
EP: 16+65.45
PC: 9+79.40
PT: 10+50.77
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A4
SEE SHEET ST1
STORM DRAIN A3
SEE SHEET ST3
10+00
11+00
12+00 13+00 14+00 15+00 16+00
17+00
CURVE TABLE
CURVE
C1
C2
C3
C4
DELTA
9°39'48"
111°17'25"
10°41'12"
90°55'06"
RADIUS
434.31'
68.41'
392.50'
30.00'
LENGTH
73.25'
132.89'
73.21'
47.60'
BEARING
N85°10'06"E
S44°01'15"E
S06°44'02"W
S44°01'31"E
CHORD
73.16'
112.96'
73.10'
42.77'
4885
4890
4895
4900
4905
4885
4890
4895
4900
4905
9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4885
4890
4895
4900
4905
4885
4890
4895
4900
4905
9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4885
4890
4895
4900
4905
4885
4890
4895
4900
4905
9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
4899.32
4898.59
4898.00
4897.49
4896.99
4896.48
4899.70
4899.51
4899.13
4898.94
4898.77
4898.41
4898.26
4898.13
4897.88
4897.75
4897.62
4897.37
4897.24
4897.11
4896.86
4896.73
4896.61
4898.74
4898.24
4897.74
4897.24
4896.74
4896.24
4899.10
4898.87
4898.61
4898.49
4898.36
4898.11
4897.99
4897.86
4897.61
4897.49
4897.36
4897.11
4896.99
4896.86
4896.61
4896.49
4896.36
4896.11
4898.78
4897.96
4897.43
4896.93
4896.43
4899.24
4899.05
4898.50
4898.32
4898.14
4897.80
4897.68
4897.55
4897.30
4897.18
4897.05
4896.80
4896.68
4896.55
4896.30
4896.18
4896.05
PVI STA = 9+67.20
PVI ELEV = 4898.93
PVI STA = 9+79.90
PVI ELEV = 4898.84
PVI STA = 11+00.44
PVI ELEV = 4898.23
PVI STA = 11+75.15
PVI ELEV = 4897.86
PVI STA = 15+42.65
PVI ELEV = 4896.02
PVI STA = 9+79.40
PVI ELEV = 4899.47
PVI STA = 10+50.77
PVI ELEV = 4898.94
PVI STA = 11+36.23
PVI ELEV = 4898.33
PVI STA = 15+10.00
PVI ELEV = 4896.43
PVI STA = 9+79.40
PVI ELEV = 4899.02
PVI STA = 10+26.98
PVI ELEV = 4898.48
PVI STA = 11+12.44
PVI ELEV = 4897.87
PVI STA = 14+81.39
PVI ELEV = 4896.02
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
STA.=11+33.53
INV.= 4893.39
12" STORM
STA.=12+60.29
INV.= 4892.98
12" STORM
STA.=15+02.57
INV.= 4891.50
30"x19" STORM
STA.=14+78.78
INV.= 4891.61
30"x19" STORM
AS-BUILT
GRADE
STA.=14+37.95
INV.= 4892.00
12" STORM
-0.50% -0.50% -0.50%
-0.99%
-0.75%
-0.75%
-0.75%
-0.72%
-0.51%
-0.75%
-1.12%
-0.72%
-0.50%
-0.75%
-0.75%
-0.72%
-0.51%
-0.75%
-0.75%
-0.72%
-0.51%
(-0.55%)
STA.=11+68.23
INV.= 4892.80
8" STORM
STA.=11+09.74
INV.= 4893.48
12" STORM
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
R4
PLAN AND PROFILE
NORTHERN LIGHTS DRIVE
A. Boese
A. Boese
1"=40'
22
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CENTERLINE
NORTHERN LIGHTS DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
NORTHERN LIGHTS DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
NORTHERN LIGHTS DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R4
R3
MATCH LINE SEE SHEET R3 STA 925
SEE SHEET R3
LINE
MATCH
STA
9+25
4905
4910
4890
4895
4900
4905
4910
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+25
4901.63
4900.96
4900.07
4901.75
4901.50
4901.34
4901.17
4900.74
4900.51
4900.29
PVI STA = -0+13.29
PVI ELEV = 4905.08
PVI STA = 0+13.76
PVI ELEV = 4904.34
PVI STA = 0+26.43
PVI ELEV = 4904.67
PVI STA = 6+68.83
PVI ELEV = 4901.79
125.0' VC
HP ELEV = 4906.55
HP STA = 1+56.21
PVI STA = 1+47.28
PVI ELEV = 4907.09
BVCS: 0+84.78
BVCE: 4905.84
EVCS: 2+09.78
EVCE: 4906.15
A.D. = 3.50
K = 35.72
132.0' VC
PVI STA = 4+16.90
PVI ELEV = 4903.05
BVCS: 3+50.90
BVCE: 4904.04
EVCS: 4+82.90
EVCE: 4902.72
A.D. = 1.00
K = 132.06
PVI STA = 6+68.83
PVI ELEV = 4901.79
PVI STA = 8+93.93
PVI ELEV = 4900.12
100.0' VC
PVI STA = 7+57.83
PVI ELEV = 4901.34
BVCS: 7+07.83
BVCE: 4901.59
EVCS: 8+07.83
EVCE: 4900.89
A.D. = 0.40
K = 251.64
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
6+00 7+00 8+00 9+00 9+25
4901.17
4900.50
4899.60
4901.30
4901.04
4900.88
4900.71
4900.28
4900.05
4899.83
PVI STA = 6+68.76
PVI ELEV = 4901.33
PVI STA = 8+93.93
PVI ELEV = 4899.66
100.0' VC
PVI STA = 7+57.83
PVI ELEV = 4900.88
BVCS: 7+07.83
BVCE: 4901.13
EVCS: 8+07.83
EVCE: 4900.43
A.D. = 0.40
K = 250.12
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
6+00 7+00 8+00 9+00 9+25
4901.17
4900.50
4899.61
4901.30
4901.04
4900.89
4900.71
4900.28
4900.05
4899.83
PVI STA = 6+63.19
PVI ELEV = 4901.35
PVI STA = 8+93.93
PVI ELEV = 4899.66
100.0' VC
PVI STA = 7+57.83
PVI ELEV = 4900.88
BVCS: 7+07.83
BVCE: 4901.13
EVCS: 8+07.83
EVCE: 4900.43
A.D. = 0.40
K = 251.62
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
ELEV.
PROPOSED
ELEV.
FUTURE
GRADE
4904.72
4904.64
4905.15
4905.65
4906.11
4906.42
4906.55
4906.51
4906.29
4905.92
4905.55
4905.17
4904.80
4904.42
4904.05
4903.70
4903.39
4903.13
4902.92
4902.76
4902.63
4902.51
4902.38
4902.26
4902.13
4902.00
4901.88
-0.50%
-1.50%
2.00%
-2.76%
2.67%
-0.75%
-0.50%
-0.90%
-0.90%
-0.50%
-0.99%
-0.90%
-0.75%
-0.50%
PCR STA.=7+45.48
EL. = 4900.92
PCR STA.=6+75.47
EL. = 4901.29
PCR STA.=7+44.41
EL. = 4900.92
PCR STA.=6+74.40
EL. = 4901.30
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
R3
PLAN AND PROFILE
LE FEVER DRIVE
A. Boese
A. Boese
1"=40'
21
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CENTERLINE
LE FEVER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
LE FEVER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
LE FEVER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
9+25
R4
R3
MATCH LINE SEE SHEET R4 STA 925
SEE SHEET R4
FOR REFERENCE ONLY
(NOT A PART OF THESE
CONSTRUCTION PLANS)
FOR REFERENCE ONLY
(NOT A PART OF THESE
CONSTRUCTION PLANS)
4897.23
4899.31
4898.70
4897.67
4897.07
4899.46
4899.17
4899.02
4898.87
4898.50
4898.26
4897.97
4897.37
4899.31
4898.70
4897.67
4897.07
4899.46
4899.17
4899.02
4898.87
4898.50
4898.26
4897.97
4897.37
PVI STA = 21+04.38
PVI ELEV = 4896.88
100.0' VC
PVI STA = 19+25.35
PVI ELEV = 4899.03
BVCS: 18+75.35
BVCE: 4899.33
EVCS: 19+75.35
EVCE: 4898.43
A.D. = 0.61
K = 164.66
EXISTING
GROUND
EXISTING
ELEV.
FUTURE
GRADE
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
EXISTING
ELEV.
-1.20%
-0.59%
100.0' VC
PVI STA = 19+25.35
PVI ELEV = 4898.57
BVCS: 18+75.35
BVCE: 4898.87
EVCS: 19+75.35
EVCE: 4897.97
A.D. = 0.61
K = 164.67
100.0' VC
PVI STA = 19+25.35
PVI ELEV = 4898.57
BVCS: 18+75.35
BVCE: 4898.87
EVCS: 19+75.35
EVCE: 4897.97
A.D. = 0.61
K = 164.67
-0.59%
0.59%
FUTURE GRADE
FUTURE
ELEV.
FUTURE
ELEV.
FUTURE
GRADE
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
R2
PLAN AND PROFILE
FUTURE BROOKFIELD DRIVE
A. Boese
A. Boese
1"=40'
20
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CENTERLINE
FUTURE BROOKFIELD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
FUTURE BROOKFIELD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
FUTURE BROOKFIELD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
17+50
R2 R1
SEE SHEET R1
FOR REFERENCE ONLY
(NOT A PART OF THESE
CONSTRUCTION PLANS)
FOR REFERENCE ONLY
(NOT A PART OF THESE
CONSTRUCTION PLANS)
MATCH LINE SEE SHEET R1 STA 17+50
EASEMENT
(WIDTH VARIES)
FUTURE
LE FEVER DRIVE
(SEE SHEET R2)
STOP SIGN
STOP SIGN W/
STREET NAME
STA.=16+35.56
END CONSTRUCTION
STA.=10+14.38
STA.=11+07.88
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+15
4898.35
4898.85
4899.35
4899.85
4900.35
4901.57
4897.96
4898.10
4898.23
4898.48
4898.60
4898.73
4898.98
4899.10
4899.23
4899.48
4899.60
4899.73
4899.98
4900.10
4900.23
4900.49
4900.74
4901.09
4901.12
4900.76
4900.52
PVI STA = 10+15.00
PVI ELEV = 4897.90
PVI STA = 16+00.56
PVI ELEV = 4901.58
PVI STA = 10+38.34
PVI ELEV = 4898.05
4897.90
4898.40
4898.90
4899.40
4899.90
4897.52
4897.64
4897.77
4898.02
4898.14
4898.27
4898.52
4898.64
4898.77
4899.02
4899.14
4899.27
4899.52
4899.64
4899.77
4900.10
4900.38
PCR STA = 10+15.00
PCR ELEV = 4897.47
PCR STA = 15+65.00
PCR ELEV = 4900.58
75.0' VC
PVI STA = 15+27.45
PVI ELEV = 4900.03
BCVS: 14+89.95
BVCE: 4899.84
ECVS: 15+64.95
EVCE: 4900.58
A.D. = 0.96
K = 78.22
4897.90
4898.40
4898.90
4899.40
4899.90
4897.52
4897.64
4897.77
4898.02
4898.14
4898.27
4898.52
4898.64
4898.77
4899.02
4899.14
4899.27
4899.52
4899.64
4899.77
4900.10
4900.38
PCR STA = 10+15.00
PCR ELEV = 4897.47
PCR STA = 15+65.00
PCR ELEV = 4900.58
75.0' VC
PVI STA = 15+27.38
PVI ELEV = 4900.03
BCVS: 14+89.88
BVCE: 4899.84
ECVS: 15+64.88
EVCE: 4900.58
A.D. = 0.96
K = 78.36
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
-2.00% 2.00%
-0.59%
0.50%
0.62%
1.46%
0.50%
1.46%
0.50%
PCR STA = 16+36.10
PCR ELEV = 4900.58
75.0' VC
PVI STA = 16+73.60
PVI ELEV = 4900.06
BVCS: 16+36.10
BVCE: 4900.58
EVCS: 17+11.10
EVCE: 4899.84
A.D. = 0.79
K = 95.35
PCR STA = 16+36.10
PCR ELEV = 4900.58
75.0' VC
PVI STA = 16+73.67
PVI ELEV = 4900.06
BVCS: 16+36.17
BVCE: 4900.58
EVCS: 17+11.17
EVCE: 4899.84
A.D. = 0.79
K = 95.54
-1.38%
-1.38%
80.0' VC
PVI STA = 15+52.60
PVI ELEV = 4900.62
BCVS: 15+12.60
BVCE: 4900.42
ECVS: 15+92.60
EVCE: 4901.42
A.D. = 1.50
K = 53.34
75.0' VC
PVI STA = 16+44.72
PVI ELEV = 4900.69
BVCS: 16+07.22
BVCE: 4901.44
EVCS: 16+82.22
EVCE: 4900.47
A.D. = 1.41
K = 53.29
1.06%
-1.11%
2.29%
-2.27%
CURVE TABLE
CURVE
C1
C2
C3
C4
DELTA
90°52'29"
89°07'31"
90°52'29"
89°07'31"
RADIUS
20.00'
20.00'
20.00'
20.00'
LENGTH
31.72'
31.11'
31.72'
31.11'
BEARING
S44°02'48"E
S45°57'12"W
N44°02'48"W
N45°57'12"E
CHORD
28.50'
28.07'
28.50'
28.07'
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
R1
PLAN AND PROFILE
BROOKFIELD DRIVE
A. Boese
A. Boese
1"=40'
19
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FUTURE CURB & GUTTER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CENTERLINE
BROOKFIELD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
BROOKFIELD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
BROOKFIELD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
17+50
R2 R1
SEE SHEET R2
MATCH LINE SEE SHEET R2 STA 17+50
4.2%
2.0%
2.0%
3.3%
2.0% 2.0%
3.1%
2.0%
0.5%
0.5%
0.5%
0.7%
0.7%
0.5%
4.5%
4.5%
4.5%
3.0%
4.9%
2.1%
1' PAN
STORM DRAIN A3
SEE SHEET ST3
STORM DRAIN A4
SEE SHEET ST1
BLDG 37
BLDG 36 TRACT B
GAR GAR
GAR GAR GAR GAR
GAR
GAR
GAR
GAR
GAR
GAR
GAR GAR GAR GAR
GAR
GAR
FG=0.80
TF=1.47
98.40
98.11
97.68
97.62
97.46
97.06
96.91
97.83
97.06
96.95
98.36
97.50
97.29
97.42
HP
98.26
98.20
98.10
98.12
98.11
97.40
96.79
96.97
96.99
97.20
97.12
97.55
97.53
98.18
98.39
HP
98.30
98.17
98.41
98.56
98.06
98.56
98.50
98.47
98.68
0.53
0.19
0.59
99.91
0.39
99.99
0.13
FRONT=98.92
FRONT=98.70 FRONT=98.70 FRONT=98.59
FRONT=98.75 FRONT=98.79
FRONT=98.24
FRONT=97.94 FRONT=98.21 FRONT=98.21
FRONT=98.00 FRONT=97.94
FRONT=98.82
FRONT=99.01 FRONT=99.01 FRONT=99.06
FRONT=99.06 FRONT=99.10
98.15
98.08
97.98
97.96
97.83
97.75
97.63
97.55
97.42
97.40
97.30
HP
97.25
97.20
97.04
96.73
96.69
97.44
97.69
97.75
97.89
97.95
97.62
97.45
96.02
95.92
94.29
97.56
97.71
97.77
97.91
97.97
97.53
96.02
95.92
94.29
98.68
99.05
99.13
99.59
99.18
99.58
99.10
99.08
99.18
99.03
98.93
98.34
FL
98.85
FL
98.59
98.59
FL
99.20
FL
98.73
FL
99.20
FL
98.73
FL
98.79
FL
97.27
HP
97.19
97.50
97.82
97.98
98.04
98.04
97.94
97.64
97.94
98.12
98.43
98.53
98.12
98.19
99.66
FL
0.13
FL
99.66
FL
0.13
FL
99.66
FL
99.39
FL
99.19
FL
0.13
99.93
0.56
0.16
0.56
0.16
99.75
0.16
0.15
99.73
0.16
82.38
99.19
FL
FG=99.13
STEM WALL=
99.80
FG=99.59
STEM WALL=
100.26
FG=99.58
STEM WALL=
100.25
FG=99.08
STEM WALL=
99.75
FG=0.16
STEM WALL=
0.83
FG=0.56
STEM WALL=
1.23
FG=0.56
STEM WALL=
1.23
FG=99.93
STEM WALL=
100.60
FG=99.73
STEM WALL=
100.40
FG=0.39
STEM WALL=
1.06
FG=0.59
STEM WALL=
1.26
FG=0.53
STEM WALL=
1.20
95.46
96.60
96.87
FL
96.81
FL
96.63
FL
96.37
FL
96.28
FL
98.44
98.58
98.17
98.27
98.13
98.21
97.95
98.05
98.34
HP
98.23
98.32
98.50
98.49
98.53
97.87
98.13
97.68
97.79
98.05
98.00
97.80
98.07
97.18
FG=1.27
TF=1.94
98.14
97.19
96.89
NORTHERN LIGHTS DRIVE
97.26
97.18
97.14
97.40
97.40
97.34
97.32
98.12
98.14
98.09
98.32
98.34
98.28
97.81
97.77
97.57
97.61
98.24
97.14
96.84
DIRT TRAIL
FOSSIL CREEK RESERVOIR INLET DITCH
82.13
TR
82.23
TR
82.03
TR
2.1%
82.74
TR
82.64
TR
82.84
TR
4.0%
24.5%
19.7%
25.9%
27.3%
36.2%
34.5%
99.29
TW
98.80
TW
98.74
TW
98.79
TW
98.56
TW
90.88
TW
84.86
BW
93.30
BW
83.22
91.09
TW
85.09
BW
92.79
BW
92.80
84.05
88.06
TW
87.06
BW
98.78
2.0%
2.1%
1.9%
3.1%
4.7%
7.4%
5.5%
98.87
98.84
98.69
98.50
98.41
98.40
98.16
98.16
98.58
98.67
0.01
0.22
83.48
TR
83.38
TR
83.58
TR
84.48
TR
84.38
TR
84.58
TR
(82.00)
(82.47)
(82.58)
(82.83)
(82.76)
85.40
83.54
83.12
83.29
83.61
83.22
83.10
82.98
86.20
86.75
89.15
90.30
91.35
91.87
93.37
91.11
89.54
TR
89.44
TR
89.64
TR
2.0%
2.0%
2.0%
2.0%
5.0%
4.3%
2.2%
92.43
TR
92.53
TR
92.63
TR
93.39
TR
93.44
TR
93.48
TR
93.85
TR
93.86
TR
93.87
TR
93.56
TR
4' WALK
4.5' WALK
4.5' WALK
4.5' WALK
10' TRAIL
97.39
BW
97.68
TW
96.46
BW
97.34
TW
10' TRAIL
4.5' WALK
4.5' WALK
96.71
BW
97.66
TW
98.16
97.22
96.70
96.77
96.73
20' ACCESS
EASEMENT
WIDTH VARIES
HABITAT BUFFER ZONE
WIDTH VARIES
HABITAT BUFFER ZONE
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
FCRID
TOP OF BANK
50'
98.02
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
G4
GRADING PLAN
R. Banning
A. Boese
1"=20'
18
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED
LIMITS OF DISTURBANCE LOD
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. 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 DEPTH OF SOD, MULCH OR
OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE
ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL
AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES
WHICH MAY AFFECT FINISHED GRADE.
5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE
ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR.
WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER
BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM
FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL
RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR
IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE
MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS
RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE
3000 OR APPROVED EQUAL.
6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL
BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF
DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH
DOWNSPOUTS.
7. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER
ZONE. HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE AND EASTERN EDGE OF
PEDESTRIAN TRAIL.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
HIGH POINT
HP
LOW POINT
LP
FLOW LINE
FL
EXISTING BRUSH LINE
EXISTING WATER SURFACE ELEVATION
TRAIL
TR
TOP OF WALL
TW
BOTTOM OF WALL
BW
G1 G2
G3 G4
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G3
MATCHLINE-SEE SHEET G1
1.5%
2.0%
1.3%
3.0%
5.0%
2.0%
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A4
SEE SHEET ST1
STORM DRAIN A5
SEE SHEET ST3
BLDG 35
GAR GAR GAR GAR
GAR
GAR
RAIN
GARDEN
96.90
FL
ELEV=96.90
98.93
97.83
99.49
98.36
97.94
FL
97.30
FL
99.44
FL
98.08
FL
98.37
98.18
98.39
HP
98.30
98.17
98.41
98.56
98.06
98.56
98.50
0.53
0.19
0.59
99.91
0.39
99.73
99.52
FL
99.99
FL
99.44
FL
0.16
FL
99.69
FL
0.17
FL
99.42
99.98
99.99
0.13
FRONT=98.92
FRONT=98.70 FRONT=98.70 FRONT=98.59
FRONT=98.75 FRONT=98.79
98.15
98.08
98.12
98.19
98.72
FL
98.12
FL
99.22
99.58
99.22
97.58
FL
97.60
99.04
82.38
81.82
98.49
FL
FG=99.73
STEM WALL=
100.40
FG=0.39
STEM WALL=
1.06
FG=0.59
STEM WALL=
1.26
FG=0.53
STEM WALL=
1.20
98.13
98.21
97.95
98.05
98.34
98.23
98.32
FG=1.90
TF=2.57
98.02
FL
98.14
98.84
98.75
98.61
98.70
98.93
98.55
98.46
98.57
98.48
99.08
98.24
DIRT TRAIL
FOSSIL CREEK RESERVOIR INLET DITCH
(95.01)
96.66
95.55
95.93
97.71
97.74
96.81
96.71
96.21
95.57
(94.80)
(93.78)
79.65
TR
79.74
TR
79.83
TR
81.25
TR
81.15
TR
81.05
TR
82.13
TR
82.23
TR
82.33
TR
82.12
TR
82.56
TR
81.51
TR
81.31
TR
82.13
TR
82.23
TR
82.03
TR
4.1%
5.0%
2.4%
0.9%
82.55
TR
1.0%
82.22
TR
82.32
TR
81.41
TR/LP
82.76
TR
82.56
TR
1.0%
2.1%
82.74
TR
82.64
TR
82.84
TR
6.1%
3.6%
8.5%
5.5%
5.8%
9.2%
81.68
(82.79)
(82.14)
(81.75)
(82.46)
(81.69)
(81.00)
82.83
82.88
82.51
82.95 82.36
83.08
HP
82.46
82.68
82.54
82.57
81.80
82.70
82.75
82.44
82.46
98.20
98.20
98.20
98.20
99.00
99.41
98.20
98.90
FL
1.5%
96.90
96.90
99.57
99.13
99.54
99.51
99.46
99.42
99.60
99.57
99.57
99.57
98.45
98.57
98.66
98.66
98.55
98.48
98.20
14.1%
13.0%
14.3%
18.4%
29.9%
9.3%
22.5%
42.6%
25.1%
31.6%
38.5%
25.0%
24.7%
2.0%
2.0%
99.48
TW
1.9%
1.9%
2.0%
98.84
1.5%
2.0%
1.9%
98.36
86.93
TW
84.93
BW
91.03
TW
85.03
BW
91.53
TW
84.53
BW
90.59
TW
84.59
BW
98.48
BW
99.53
TW
95.53
BW
99.87
TW
94.87
BW
99.57
0.86
TW
95.00
BW
95.90
BW
95.33
BW
95.07
BW
95.88
BW
95.90
BW
23.8%
30.6%
24.5%
19.7%
91.68
TW
84.68
BW
91.76
TW
84.76
BW
91.79
TW
84.79
BW
90.80
TW
84.80
BW
1.07
TW
0.29
TW
99.29
TW
98.80
TW
98.79
TW
90.88
TW
84.86
BW
93.30
BW
83.22
85.09
92.79
BW
2.0%
2.0%
2.0%
4.5' WALK
10' TRAIL
10' TRAIL
4.5' WALK
4.5' WALK
99.67
FL
2.0%
98.16
98.30
DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
WIDTH VARIES
HABITAT BUFFER ZONE
EXISTING
LOT LINE
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
FCRID
TOP OF BANK
50'
C/O
C/O GRATE
INLET
97.53 FL
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
G3
GRADING PLAN
R. Banning
A. Boese
1"=20'
17
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED
LIMITS OF DISTURBANCE LOD
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. 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 DEPTH OF SOD, MULCH OR
OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE
ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL
AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES
WHICH MAY AFFECT FINISHED GRADE.
5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE
ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR.
WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER
BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM
FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL
RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR
IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE
MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS
RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE
3000 OR APPROVED EQUAL.
6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL
BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF
DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH
DOWNSPOUTS.
7. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER
ZONE. HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE AND EASTERN EDGE OF
PEDESTRIAN TRAIL.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
HIGH POINT
HP
LOW POINT
LP
FLOW LINE
FL
EXISTING BRUSH LINE
EXISTING WATER SURFACE ELEVATION
TRAIL
TR
TOP OF WALL
TW
BOTTOM OF WALL
BW
G1 G2
G3 G4
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G4
2.0%
2.0%
3.7%
2.0% 2.0%
4.0%
3.2% 2.0%
1.0%
1.0%
2.3%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0% 2.0%
2.0%
2.4%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.5%
4.5%
3.8%
2.0%
4.7%
5.1%
4.2%
2.1%
2.1%
STORM DRAIN A2-2
SEE SHEET ST2
STORM DRAIN A2
SEE SHEET ST2
BLDG 12
BLDG 13
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
BLDG 14
GAR GAR GAR
GAR GAR
GAR
GAR GAR GAR GAR
GAR GAR GAR GAR GAR
GAR
GAR
GAR
GAR
GAR
GAR
FG=1.18
TF=1.85
FG=0.47
TF=1.14
FG=99.97
TF=100.64
FG=1.07
TF=1.74
97.46
97.06
96.91
96.30
98.20
98.44
98.16
97.88
97.43
97.74
97.86
97.99
96.65
LP
99.68
98.72
96.82
97.29
98.05
98.00
97.81
96.85
97.05
98.73
FL
99.41
FL
99.45
FL
99.82
99.71
99.52
FL
99.26
98.18
97.91
98.02
98.02
99.81
99.82
99.45
98.77
97.97
99.35
99.79
99.93
99.56
98.86
99.68
99.81
99.70
99.13
99.16
98.82
99.11
99.00
99.21
98.74
99.15
98.75
98.19
98.06
98.09
98.12
99.33
99.33
99.54
99.33
99.47
99.07
99.42
99.20
99.07
98.68
98.71
98.48
98.22
98.75
HP
98.71
98.49
98.22
98.33
98.31
98.27
98.25
97.79
97.24
96.99
96.86
HP
96.54
99.75
FL
97.89
98.07
98.30
99.33
99.08
99.09
98.65
98.17
98.85
FL
99.30
FL
98.74
FL
99.21
FL
99.01
FL
98.67
98.45
99.47
99.07
99.56
99.07
98.63
99.05
98.65
98.50
98.08
98.57
98.26
97.76
FL
98.23
FL
98.32
FL
98.79
FL
98.72
98.79
98.70
98.63
97.83
97.35
FL
97.06
FL
97.11
97.07
96.87
96.84
96.76
96.73
96.55
96.51
96.14
96.23
97.34
97.37
97.58
97.61
97.68
97.71
97.71
97.90
97.93
98.01
98.02
98.03
98.32
FL
97.27
97.20
FRONT=98.86 FRONT=98.80 FRONT=98.80
FRONT=98.80 FRONT=98.80
FRONT=98.84 FRONT=98.80 FRONT=98.80
FRONT=98.80 FRONT=98.80 FRONT=98.45
FRONT=98.04 FFE=98.04 FFE=97.48
FFE=97.48
99.53
98.73
99.05
99.93
99.53
99.93
99.42
99.53
99.53
99.29
98.25
98.71
FL
99.03
FL
99.50
FL
99.03
FL
99.50
FL
99.03
FL
FRONT=98.49 FRONT=98.40 FRONT=98.40 FRONT=98.42
FRONT=98.75
FRONT=99.25
96.79
96.97
96.99
97.20
97.12
97.55
97.53
FRONT=98.00
97.55
97.42
97.40
97.30
HP
97.25
97.20
97.04
96.73
96.69
97.44
98.68
99.13
98.34
FL
98.85
FL
97.27
HP
99.72
99.20
97.52
97.92
FG=1.07
TF=1.74
FG=1.07
TF=1.74
FG=1.07
TF=1.74
FG=1.07
TF=1.74
99.46
FL
99.67
FL
99.22
FL
99.27
99.34
99.18
99.09
99.34
FL
98.77
FL
99.01
FL
98.51
98.03
FL
97.65
96.70
97.17
FG=99.35
STEM WALL=
100.02
FG=99.60
STEM WALL=
100.27
FG=99.56
STEM WALL=
100.23
FG=99.27
STEM WALL=
99.94
FG=98.77
STEM WALL=
99.44
FG=98.57
STEM WALL=
99.24
FG=99.54
STEM WALL=
100.21
FG=99.47
STEM WALL=
100.14
FG=99.42
STEM WALL=
100.09
FG=1.07
TF=1.74
FG=99.29
STEM WALL=
99.96
FG=99.93
STEM WALL=
100.60
FG=99.93
STEM WALL=
100.60
FG=99.13
STEM WALL=
99.80
98.49
96.37
FL
96.28
FL
98.61
97.19
97.82
97.73
96.89
NORTHERN LIGHTS DRIVE
98.29
99.30
98.06
99.30
96.96
97.26
CURB
99.63
97.18
97.14
97.40
97.40
97.34
97.32
97.57
97.14
96.84
4.5' WALK
4' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
96.46
BW
97.34
TW
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
97.38
FL
97.22
96.70
96.77
96.73
C/O
GRATE
INLET
97.04 FL
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
G2
GRADING PLAN
R. Banning
A. Boese
1"=20'
16
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED
LIMITS OF DISTURBANCE LOD
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. 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 DEPTH OF SOD, MULCH OR
OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE
ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL
AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES
WHICH MAY AFFECT FINISHED GRADE.
5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE
ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR.
WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER
BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM
FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL
RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR
IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE
MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS
RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE
3000 OR APPROVED EQUAL.
6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL
BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF
DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH
DOWNSPOUTS.
7. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER
ZONE. HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE AND EASTERN EDGE OF
PEDESTRIAN TRAIL.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
HIGH POINT
HP
LOW POINT
LP
FLOW LINE
FL
EXISTING BRUSH LINE
EXISTING WATER SURFACE ELEVATION
TRAIL
TR
TOP OF WALL
TW
BOTTOM OF WALL
BW
G1
G3 G4
G2
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G4
17.5%
8.4%
7.7%
11.0%
13.9%
16.8%
12.8%
15.2%
9.6%
15.3%
20.2%
14.7%
14.3%
13.8%
17.1%
15.8%
12.1%
4.8%
9.9%
5.3%
10.9%
11.1%
2.3%
2.2%
1.6%
20.9%
12.2%
20.5%
24.3%
2.0% 2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.1%
2.0%
2.0%
16.1%
2.0%
2.0%
2.0%
2.0%
4.1%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.8%
2.0%
2.0%
2.0% 2.2% 2.2%
2.0%
2.0%
2.0%
2.0%
2.1%
2.0%
2.0%
2.0%
2.0% 2.0%
2.0%
2.0%
2.0%
6.5%
1.0%
1.0%
1.0%
1.0%
5.1%
1.5%
2.0%
3.8%
2.0%
2.0%
2.0%
2.0%
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A5
SEE SHEET ST3
TRACT E
BLDG 9 BLDG 8
BLDG 11 BLDG 36
GAR
GAR
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
TRACT A
BLDG 10
GAR
GAR GAR GAR
GAR GAR GAR GAR
GAR GAR
GAR
GAR
GAR
GAR
GAR
GAR
GAR
GAR
GAR
RAIN
GARDEN
96.90
FL
FG=2.57
TF=3.24 FG=2.25
TF=2.92
FG=2.72
TF=3.39
FG=1.85
TF=2.52
ELEV=96.90
FG=1.67
TF=2.34
98.40
98.11
97.68
97.62
97.46
99.18
99.86
1.31 1.58
98.93
99.60
0.36
1.60
98.52
0.24
0.28
99.99
99.72
99.44
99.16
98.86
98.74
98.44
98.16
0.12
98.66
96.95
0.33
0.50
98.78
97.94
FL
97.30
FL
99.44
FL
98.08
FL
0.31
FL
99.02
FL
99.86
FL
99.75
FL
FRONT=1.02 FRONT=0.81 FRONT=0.50 FRONT=0.21
FRONT=99.97 FRONT=99.51 FRONT=99.35
FRONT=0.81 FRONT=0.81 FRONT=0.81
0.96
FL
1.18
FL
1.30
FL
0.71
1.20
1.11
0.84
FL
0.96
FL
0.74
FL
0.27
FL
0.74
FL
0.25
FL
0.52
FL
0.30
FL
98.85
0.78
0.58
0.76
1.01
1.67
1.64
0.55
0.78
0.76
0.61
0.43
0.43
0.40
0.31
0.31
99.75
99.18
0.43
0.61
1.27
1.24
1.50
1.50
1.27
1.18
0.54
0.58
1.35
1.15
1.13
98.66
99.80
1.24
1.22
0.44
0.73
0.79
HP
0.64
0.46
0.25
0.44 0.24
0.46
0.30
1.33
1.54
1.01
0.88
1.28
1.33
1.73
1.42
1.21
0.64
FL
0.31
0.95
FL
1.21
FL
1.47
FL
1.00
FL
1.02
FL
0.59
FL
0.25
0.36
0.61
0.73
0.45
99.95
99.73
99.68
0.34
0.24
0.33
0.57
0.69
0.50
0.34
0.19
98.39
FL
0.24
99.95
FL
0.49
FL
0.67
0.63
0.15
0.04
99.93
99.82
0.13
0.02
99.81
99.75
FL
0.25
FL
0.88
99.75
FL
0.48
0.48
FRONT=1.08 FRONT=0.91 FRONT=0.81 FRONT=0.81 FRONT=0.81
FRONT=99.40 FRONT=99.64
9
9.93
99.42
98.80
99.89
0.25
0.65
0.81
1.21
1.34
0.89
0.81
0.81
0.15
99.83
99.53
99.50
FL
99.03
FL
99.39
FL
99.75
FL
0.22
FL
0.31
0.78
FL
0.87
FL
0.57
FL
0.28
FL
0.19
98.49
98.47
98.26
98.20
98.10
98.12
98.11
97.40
FL
FRONT=98.42 FRONT=98.75
FRONT=99.25 FRONT=99.46 FRONT=99.50
FRONT=100.00 FRONT=0.05 FRONT=0.55
FRONT=0.58
0.16
99.92
99.76
98.91
HP
1.12
97.55
97.53
0.08
99.20
98.85
98.85
98.37
98.18
98.39
HP
99.73
99.42
FRONT=98.92
98.15
98.08
97.98
97.96
97.83
97.75
97.63
97.55
97.42
97.40
98.72
FL
98.12
FL
99.22
99.22
97.60
99.04
1.73
1.69
1.55
1.51
1.32
1.28
1.20
1.17
0.94
0.90
0.54
0.60
0.61
0.40
0.37
0.30
0.27
0.10
0.07
99.93
99.91
0.04
99.93
99.82
99.72
FG=1.67
TF=2.34
FG=1.67
TF=2.34
FG=1.67
TF=2.34
FG=1.67
TF=2.34
FG=1.67
TF=2.34
99.20
99.91
0.17
FG=1.07
TF=1.74
1.16
FL
1.24
FL
0.40
1.06
FL
0.50
99.89
FL
98.42
FL
99.22
FL
FG=0.88
STEM WALL=
1.55
FG=1.48
STEM WALL=
2.15
FG=1.27
STEM WALL=
1.94
FG=1.21
STEM WALL=
1.88
FG=1.54
STEM WALL=
2.21
FG=1.76
STEM WALL=
2.43
FG=1.66
STEM WALL=
2.33
FG=1.30
STEM WALL=
1.97
FG=1.01
STEM WALL=
1.68
FG=0.77
STEM WALL=
1.44
FG=1.07
TF=1.74
FG=99.93
STEM WALL=
100.60
FG=99.62
STEM WALL=
100.29
FG=0.22
STEM WALL=
0.89
FG=0.93
STEM WALL=
1.60
FG=0.93
STEM WALL=
1.60
FG=1.34
STEM WALL=
2.01
FG=99.73
STEM WALL=
100.40
97.52
FL
99.23
FL
98.05
98.34
HP
FG=1.27
TF=1.94
99.88
FL
99.66
98.02
FL
0.53
98.94
HP
98.14
98.51
99.61
99.71
99.05
99.06
98.84
98.75
98.61
98.70
98.93
98.55
98.46
98.57
98.48
99.08
0.31
0.51
FL
0.68
0.91
1.40
1.02
1.40
CURB
97.40
97.40
97.34
98.12
98.14
98.09
98.32
98.34
98.28
97.81
97.77
97.57
97.61
98.24
(95.01)
96.66
95.55
95.93
97.71
97.74
96.81
98.20
96.90
96.90
99.13
98.45
98.57
98.66
98.66
98.55
98.48
14.1%
13.0%
18.4%
9.3%
1.9%
1.9%
2.0%
98.84
1.5%
2.0%
1.9%
98.36
4.5' WALK
4' WALK
4' WALK
4' WALK
4' WALK
4' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
BIO SWALE
WITH SOFT
BOTTOM
4.5' WALK
4.5' WALK 4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
99.67
FL
2.0%
(95.47)
95.71
FL
96.50
FL
96.79
FL
97.60
FL
98.23
FL
98.66
FL
98.89
FL
99.26
FL
99.45
FL
99.54
FL
???
FL
1.37
FL
1.52
FL
1.12
FL
1.42
FL
1.22
FL
0.95
FL
1.15
FL
1.40
FL
1.21
FL
1.01
FL
98.32
FL
97.38
FL
98.57
98.69
98.82
98.43
98.16
0.33
0.24
0.15
0.25
0.12
0.22
0.22
99.83
0.12
0.03
2.6%
2.9%
13.2%
7.3%
8.7%
4.2%
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
C/O
C/O
C/O
C/O
GRATE
INLET
97.04 FL
0.25
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
G1
GRADING PLAN
R. Banning
A. Boese
1"=20'
15
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
G1 G2
G4
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED
LIMITS OF DISTURBANCE LOD
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. 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 DEPTH OF SOD, MULCH OR
OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE
ELEVATIONS ARE ACHIEVED. THIS INCLUDES ACCOUNTING FOR TOPSOIL
AMENDMENTS FOR SEEDED AREAS AND OTHER LANDSCAPE/PLANTING PRACTICES
WHICH MAY AFFECT FINISHED GRADE.
5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM. FINISHED GRADE
ELEVATIONS AROUND BUILDINGS ARE SPECIFIED 4" BELOW FINISHED FLOOR.
WHERE ADDITIONAL SEPARATION IS REQUIRED FOR ISOLATION OF MATERIALS PER
BUILDING CODE, CONTRACTOR SHALL MAINTAIN MINIMUM GRADE AWAY FROM
FOUNDATIONS AS SHOWN ON THESE PLANS AND PER GEOTECHNICAL
RECOMMENDATIONS. FOUNDATION EXTENSIONS SUCH AS STEM WALLS OR
IMPERMEABLE MEMBRANES DESIGNED FOR PERMANENT UNDERGROUND USE
MUST BE INSTALLED AROUND FOUNDATIONS ACCORDING TO MANUFACTURERS
RECOMMENDATIONS. RECOMMENDED IMPERMEABLE MEMBRANE IS BITUTHENE
3000 OR APPROVED EQUAL.
6. ALL GARAGE DOWNSPOUTS DISCHARGING TO THE FRONT OF THE GARAGES SHALL
BE COORDINATED DURING CIVIL CONSTRUCTION. MIN 4" UNDERGROUND ROOF
DRAIN SERVICE LINES SHALL BE INSTALLED FROM ROOF DRAIN MAINS TO ALL SUCH
DOWNSPOUTS.
7. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER
ZONE. HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE AND EASTERN EDGE OF
PEDESTRIAN TRAIL.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
HIGH POINT
HP
LOW POINT
LP
FLOW LINE
FL
EXISTING BRUSH LINE
EXISTING WATER SURFACE ELEVATION
TRAIL
TR
TOP OF WALL
TW
BOTTOM OF WALL
BW
G3
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G3
GRADE
C|O A5-1-2
STA 10+49.82
RIM 4896.9±
INV. OUT 4894.90 (S)
22.5° BEND W/ C/O A5-1-1
STA 10+06.28
RIM 4896.9±
INV. IN 4894.73 (N)
INV. OUT 4894.73 (SE)
12'' DRAIN BASIN A5-1
STA 10+55.01
FL. EL 4897.5±
INV. IN 4892.56 (NE)
INV. IN 4894.70 (NW)
INV. OUT 4892.56 (SW)
4880 PRIVATE STORM SEWER
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
9+50 10+00 11+00 11+50
55.01 LF
8" PVC
@ -0.50%
EXISTING
GROUND
PROPOSED
GRADE
6.04 LF
8" PVC
@ 0.50%
DRYWELL A5-2
STA 10+61.05
GRATE/RIM. EL 4898.2±
SUMP 4887.53
INV. OUT 4892.53 (SW)
MH A5
STA 10+00.00
RIM 4898.1±
INV. IN 4893.33 (W)
INV. IN 4892.83 (NE)
INV. OUT 4893.33 (S)
12'' DRAIN BASIN A5-1
STA 10+55.01
RIM 4897.5±
INV. IN 4892.56 (NE)
INV. IN 4894.70 (NW)
INV. OUT 4892.56 (SW)
PRIVATE
STORM
SEWER
PUBLIC
STORM
SEWER
ROW
STA 10+55.01
RIM 4897.5±
S
S
W
S
UD
W W W W
STORM DRAIN A
SEE SHEET ST1
MH A5
STA 10+00.00
N: 106304.03
E: 215183.01
DRYWELL A5-2
STA 10+61.05
N: 106332.21
E: 215237.17
STORM DRAIN A-5-1
SEE THIS SHEET
55.01 LF
8" PVC
@ -0.50%
6.04 LF
8" PVC
@ -0.50%
51' ROW
30'
FL-FL
BLDG 35
LOT 1
LOT 2
STORM DRAIN A6
SEE THIS SHEET
12'' DRAIN BASIN A5-1
STA 10+55.01
N: 106329.42
E: 215231.81
12" SS 12" SS
W
S
S
W
W
UD UD
W W W
W
W
NORTHERN LIGHTS DRIVE
SANITARY LINE A
SEE SHEET SS1
AREA INLET A3-1
STA 10+53.09
N: 106035.87
E: 215229.61
STORM DRAIN A
SEE SHEET ST1
53.09 LF
12" RCP
@ 0.50%
BLDG 36
LOT 8
LOT 11
LOT 12
TRACT B
MH A3
STA 10+00.00
N: 106037.16
E: 215176.53
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
9+50 10+00 11+00
53.09 LF
12" RCP
@ 0.50%
EXISTING
GROUND
PROPOSED
GRADE
MH A3
STA 10+00.00
RIM 4896.8±
INV. IN 4891.63 (N)
INV. IN 4892.13 (E)
INV. OUT 4891.43 (S)
AREA INLET A3-1
STA 10+53.09
FL. EL 4897.1±
INV. IN 4895.00 (E)
INV. OUT 4892.40 (W)
PRIVATE
STORM
SEWER
PUBLIC
STORM
SEWER
ROW
100-YR HGL
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
11+00 10+00 9+50
AREA INLET A6 w/ SNOUT
STA ???
FL. EL 4898.7±
INV. IN 4894.69 (NE)
INV. IN 4894.69 (W)
INV. IN 4896.50 (S)
INV. OUT 4893.62 (E)
INLET A6-1
STA 10+29.35
RIM 4898.0±
INV. OUT 4894.86 (SW)
28.08 LF
12" RCP
@ 0.60%
100-YR HGL
EXISTING
GROUND
PROPOSED
GRADE
STA 10+00.00
S
S
W
S
UD
W W W W
STORM DRAIN A
SEE SHEET ST1
INLET A6-1
STA 10+29.35
N: 106322.88
E: 215158.46
28.08 LF
12" RCP
@ 0.60%
51' ROW
30'
FL-FL
LOT 1
LOT 2
LOT 3
AREA INLET A6 w/ SNOUT
STA ???
N: 106305.18
E: 215135.69
STA 10+00.00
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ST3
PLAN AND PROFILE
STORM DRAIN LINE A3, A5 & A5-1
A. Morse
A. Boese
1"=50'
14
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
A3
STORM DRAIN LINE A5
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
A5,
A5-1, A6
NORTHERN LIGHTS DRIVE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE A3
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION
WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS.
ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 /
D3212 FOR PLASTIC PIPE).
5.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3.
CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR
THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
6.EPOXY COAT ALL STRUCTURES AND CONCRETE PIPES (3' EACH WAY) PER CITY
SPECIFICATION WHERE STORM DRAINS ARE CONNECTED AT GREATER THAN 7% OR WITH
MORE THAN 1' VERTICAL DROP.
W
G
T
E/T/C
EXISTING STORM SEWER
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
EXISTING LOTLINE
PROPOSED ELECTRIC E
F
PROPOSED FIRE SERVICE
PROPOSED AREA DRAIN INLET
STORM DRAIN LINE A6
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE A5-1
NORTHERN LIGHTS DRIVE
STORM DRAIN A-5
SEE THIS SHEET
MH A2-2
STA 11+47.37
RIM 4897.9±
INV. IN 4893.32 (W)
INV. IN 4893.32 (N)
INV. OUT 4892.62 (E)
AREA INLET A2-3
STA 12+32.74
FL. EL 4898.1±
INV. IN 4895.98 (W)
INV. OUT 4893.75 (E)
AREA INLET A2-1
STA 10+47.21
FL. EL 4896.6±
INV. IN 4891.86 (W)
INV. IN 4894.56 (N)
INV. OUT 4891.78 (E)
PUBLIC
STORM
SEWER
PRIVATE
STORM
SEWER
ROW
100-YR HGL
S S
12" SS
12" SS
H2O
S
W
UD
UD
W
MH A2
STA 10+00.00
N: 105935.10
E: 215174.05
AREA INLET A2-3
STA 12+32.74
N: 105940.74
E: 214941.38 STORM DRAIN A
SEE SHEET ST1
AREA INLET A2-1
STA 10+47.21
N: 105936.24
E: 215126.86
47.21 LF
30"x19" ELLIPTICAL RCP
@ 0.74%
85.37 LF
12" HDPE
@ 0.50%
100.17 LF 24" HDPE @ 0.76%
MH A2-2
STA 11+47.37
N: 105938.67
E: 215026.72
BLDG 12
BLDG 13
LOT 11
LOT 12
BLDG 14 S
8" W
12" SS
BROOKFIELD DRIVE
45° BEND W/ C/O A2-2.3
STA 12+12.82
N: 106040.31
E: 214908.07
45° BEND W/ C/O A2-2.2
STA 11+12.81
N: 106037.88
E: 215008.05
22.82 LF
8" PVC
@ 0.40%
100.01 LF 8" PVC @ 0.40%
27.09 LF
8" PVC
@ 0.40% AREA INLET A2-2.1
STA 10+90.00
N: 106028.64
E: 215028.91
MH A2-2
BLDG 12
LOT 9
LOT 10
LOT 11
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
14+50 14+00 13+00 12+00 11+00 10+00 9+50
90.00 LF
12" HDPE
@ 0.50%
EXISTING
GROUND
PROPOSED
GRADE
27.09 LF
8" PVC
@ 0.40%
22.82 LF
8" PVC
@ 0.40%
100.01 LF
8" PVC
@ 0.40%
MH A2-2
STA 11+47.37
RIM 4897.9±
INV. IN 4893.32 (W)
INV. IN 4893.32 (N)
INV. OUT 4892.62 (E)
AREA INLET A2-2.1
STA 10+90.00
FL. EL 4897.4±
INV. IN 4893.88 (NW)
INV. OUT 4893.77 (S)
45° BEND W/ C/O A2-2.2
STA 11+12.81
RIM 4898.1±
INV. IN 4893.97 (W)
INV. OUT 4893.97 (SE)
45° BEND W/ C/O A2-2.3
STA 12+12.82
RIM 4899.8±
INV. IN 4894.37 (NW)
INV. OUT 4894.37 (E)
12" DOME GRATE A2-2.4
STA 12+39.91
FL. EL 4897.0±
INV. IN 4894.48 (NE)
INV. OUT 4894.48 (SE)
PRIVATE STORM SEWER
117.66 LF
4" PVC
@ 1.00%
C/O A2-2.6
STA 13+76.39
RIM 4898.6±
INV. OUT 4895.84 (S)
18.82 LF
4" SLOTTED PVC
@ 1.00%
C/O A2-2.5
STA 12+58.72
RIM 4897.2±
INV. IN 4894.66 (N)
INV. OUT 4894.67 (SW)
100-YR HGL
H2O
H2O
S
S
8" W 8" W
H
Y
D
WV
WV
WV
W
8" W
8" W
12" SS
12" SS 12" SS
V.P.
12" DOME GRATE A2-2.4
STA 12+39.91
N: 106059.92
E: 214889.39
C/O A2-2.5
STA 12+58.72
N: 106075.78
E: 214899.51
18.82 LF
4" SLOTTED PVC
@ 1.00%
C/O A2-2.6
STA 13+76.39
N: 106193.42
E: 214897.06
117.66 LF
4" SLOTTED PVC
@ 1.00%
BROOKFIELD DRIVE
BLDG 11
TRACT A
BLDG 10
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ST2
PLAN AND PROFILE
STORM DRAIN LINE A2 & A2-2
A. Morse
A. Boese
1"=50'
13
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STORM DRAIN LINE A2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE A2-2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTHERN LIGHTS DRIVE
STORM
A2-2, A2-2.1
STORM
A2
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION
WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS.
ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 /
D3212 FOR PLASTIC PIPE).
5.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3.
CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR
THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
6.EPOXY COAT ALL STRUCTURES AND CONCRETE PIPES (3' EACH WAY) PER CITY
SPECIFICATION WHERE STORM DRAINS ARE CONNECTED AT GREATER THAN 7% OR WITH
MORE THAN 1' VERTICAL DROP.
W
G
T
E/T/C
EXISTING STORM SEWER
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
EXISTING LOTLINE
PROPOSED ELECTRIC E
F
PROPOSED FIRE SERVICE
PROPOSED AREA DRAIN INLET
N: 106037.16
E: 215176.53
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
8" WATER
STA.=15+37.98
TOP=4891.63
STA.=15+27.98
INV.= 4888.59
8" PVC SANITARY
CONTRACTOR TO
VERIFY LOCATION PRIOR
TO CONSTRUCTION
TIE INTO EXISTING
STORM DRAIN
EXISTING
GROUND
PROPOSED
GRADE
137.88 LF
24" RCP
@ 0.60%
MH A2
STA 11+48.94
RIM 4896.2±
INV. IN 4890.82 (N)
INV. IN 4891.43 (W)
INV. OUT 4890.62 (S)
102.09 LF 24" RCP @ 0.60%
MH A3
STA 12+51.03
RIM 4896.8±
INV. IN 4891.63 (N)
INV. IN 4892.13 (E)
INV. OUT 4891.43 (S)
177.67 LF
18" RCP
@ 0.60%
MH A4
STA 14+28.70
RIM 4897.7±
INV. IN 4892.80 (N)
INV. IN 4893.20 (E)
INV. OUT 4892.70 (S)
89.28 LF
18" RCP
@ 0.60%
MH A5
STA 15+17.98
RIM 4898.1±
INV. IN 4893.33 (W)
INV. IN 4892.83 (NE)
INV. OUT 4893.33 (S)
47.34 LF
12" RCP
@ 0.60%
AREA INLET A6 w/ SNOUT
STA 15+65.32
FL. EL 4898.7±
INV. IN 4894.69 (NE)
INV. IN 4894.69 (W)
INV. IN 4896.50 (S)
INV. OUT 4893.62 (E)
185.54 LF
12" HDPE
@ 0.60%
AREA INLET A7
STA 17+50.86
FL. EL 4900.1±
INV. OUT 4895.80 (E)
EXMH A1
STA 10+11.06
RIM 4895.7±
INV. IN 4889.79 (N)
INV. IN 4889.51 (W)
INV. OUT 4888.11 (S)
PUBLIC
STORM
SEWER
PRIVATE
STORM
SEWER
ROW
100-YR HGL
DECK
DECK
DECK DECK
DECK DECK DECK DECK
DECK
COVERED COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
DECK DECK DECK
S
S
W
UD
W
W
51' ROW
30'
FL-FL
89.28 LF
18" RCP
@ 0.60%
MH A5
STA 15+17.98
N: 106304.03
AREA INLET A6 w/ SNOUT E: 215183.01
STA 15+65.32
N: 106305.18
E: 215135.69
185.54 LF
12" HDPE
@ 0.60%
AREA INLET A7
STA 17+50.86
N: 106306.85
E: 214950.15
SANITARY LINE A
SEE SHEET SS1
STORM DRAIN A5
SEE SHEET ST3
47.34 LF
12" RCP
@ 0.60%
BLDG 9 BLDG 8
BLDG 35
LOT 1
LOT 2
BLDG 10
STORM DRAIN A6
SEE SHEET ST3
S
W
S
W
S
W
W W
W
W
W W
NORTHERN LIGHTS DRIVE
51' ROW
30'
FL-FL
30'
FL-FL
MH A4
STA 10+00.00
N: 106214.77
E: 215180.84
88.09 LF 12" RCP @ 0.50%
AREA INLET A4-1
STA 10+88.09
N: 106212.64
E: 215268.91
STORM DRAIN A
SEE THIS SHEET
LOT 4
BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
TRACT B
36.66 LF
8" PVC
@ 0.50%
MH A4-2
STA 11+26.37
N: 106201.05
E: 215305.20
101.85 LF
8" PVC
@ 0.50%
AREA INLET A4-3
STA 12+28.22
N: 106099.29
E: 215309.44
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
9+50 10+00 11+00 12+00 12+50
EXISTING
GROUND
PROPOSED
GRADE
88.09 LF
12" RCP
@ 0.50%
MH A4
STA 10+00.00
RIM 4897.7±
INV. IN 4892.80 (N)
INV. IN 4893.20 (E)
INV. OUT 4892.70 (S)
AREA INLET A4-1
STA 10+88.09
FL. EL 4897.8±
INV. IN 4893.97 (E)
INV. OUT 4893.64 (W)
PRIVATE
STORM
SEWER
PUBLIC
STORM
SEWER
ROW
AREA INLET A4-3
STA 12+28.22
FL. EL 4898.0±
INV. OUT 4894.66 (N)
101.85 LF
8" PVC
@ 0.50%
MH A4-2
STA 11+26.37
RIM 4898.2±
INV. IN 4894.15 (S)
INV. OUT 4894.15 (W)
36.66 LF
8" PVC
@ 0.50%
100-YR HGL
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
ST1
PLAN AND PROFILE
STORM DRAIN LINE A & A4
A. Morse
A. Boese
1"=50'
12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION
WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS.
ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 /
D3212 FOR PLASTIC PIPE).
5.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3.
CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR
THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
6.EPOXY COAT ALL STRUCTURES AND CONCRETE PIPES (3' EACH WAY) PER CITY
SPECIFICATION WHERE STORM DRAINS ARE CONNECTED AT GREATER THAN 7% OR WITH
MORE THAN 1' VERTICAL DROP.
W
G
T
E/T/C
EXISTING STORM SEWER
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
EXISTING LOTLINE
PROPOSED ELECTRIC E
F
PROPOSED FIRE SERVICE
PROPOSED AREA DRAIN INLET
STORM DRAIN LINE A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE A4
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTHERN LIGHTS DRIVE
NORTHERN LIGHTS DRIVE
STORM A
STORM
A4
LINE
MATCH STA
14+50
LINE
MATCH STA
14+50
W
W W W W W W W W W W
EX. SAN MH
STA 10+00.00
N: 105807.50
E: 215160.95
EXISTING 275.50 LF 12" PVC @ 0.28%
SAN MH A2
STA 15+39.96
N: 106347.30
E: 215174.06
EX SAN MH A1
STA 12+75.50
N: 106082.91
E: 215167.64
264.47 LF 8" PVC @ 0.40%
NORTHERN LIGHTS DRIVE
PRECISION DRIVE
LE FEVER DRIVE
STORM DRAIN A2
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
51' ROW
30'
FL-FL
STORM DRAIN A
SEE SHEET ST1
MORNINGSIDE
VILLAGE CONDOS
OWNER:
MORNINGSIDE VILLAGE
MASTER ASSOCIATION INC.
BLDG
31
BLDG
23
PROPERTY
CORNER
N:106430.86
E:215378.82
BLDG 8
BLDG 37
BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
TRACT B
BLDG 14
4875
4880
4885
4890
4895
4900
4905
4910
4915
4920
4875
4880
4885
4890
4895
4900
4905
4910
4915
4920
16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
EX. SAN MH
STA 10+00.00
RIM 4896.0±
INV. IN 4886.73 (N)
INV. IN 4886.73 (S)
INV. OUT 4886.53 (W)
EXISTING ±275.50 LF 12" PVC @ 0.28%
EX SAN MH A1
STA 12+75.50
RIM 4897.2±
INV. IN 4887.70 (N)
INV. OUT 4887.50 (S)
264.47 LF 8" PVC @ 0.40%
SAN MH A2
STA 15+39.96
RIM 4898.7±
INV. OUT 4888.76 (S)
PROPOSED
GROUND
EXISTING
GROUND
STA.=11+27.88
INV.= 4891.50
30"x19" STORM
STA.=14+96.92
INV.= 4893.39
12" STORM
264.47 LF 8" PVC PERFORATED SUBDRAIN @ 0.40%
EXISTING 275.50 LF 8" PVC PERFORATED SUBDRAIN @ 0.28%
CONTRACTOR TO
VERIFY LOCATION PRIOR
TO CONSTRUCTION
TIE INTO EXISTING
SANITARY & SUBDRAIN STUBS
CORE DRILLED
INTO EXISTING
MANHOLE
CO SD A1
STA 15+39.96
RIM 4898.6±
INV. OUT 4886.66 (S)
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SANITARY SEWER LINE A
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
SS1
PLAN AND PROFILE
SANITARY SEWER LINE A
A. Boese
A. Boese
1"=50'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS1
11
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK.
BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.WATER MAIN IS TO BE BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS
OTHERWISE SPECIFIED
4.SANITARY SEWER SHALL BE SDR-35 AS NOTED ON PLANS.
5.SANITARY SEWER SERVICES SHALL BE 6" PVC.
6.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL
SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES.
7.THE SUBDRAIN IS TO BE CONTRUCTED IN COMPLIANCE WITH SOUTH
FORT COLLINS SANITATION DISTRICT, AND/OR THE CITY OF FORT COLLINS,
ALONG WITH THE REQUIREMENTS LISTED HEREIN.
8.MAIN SUBDRAIN LINE SHALL BE PERFORATED 8" MINIMUM SDR 35 PVC
WITH TO (2) {}" DIAMETER HOLES, 6" O.C. 120 DEGREES APART, PLACED
ALONG THE BOTTOM SIDE OF THE PIPE. THE PIPE SHALL BE INSTALLED
WITH GASKETS AND IN COMPLIANCE WITH ASTM D2321.
9.ALL SUBDRAIN PIPING, SOLID AND PERFORATED INCLUDING SERVICE
LATERALS SHALL BE CLEARLY IDENTIFIED AND DISTINGUISHABLE FROM
THE SANITARY SEWER PIPE.
10.ANY NON-PERFORATED PIPING SHALL CONFORM THE ASTM 3034 SDR
35.
11.ALL PIPES TO BE PLACED AT THE SAME SLOPE AS THE PARALLEL
SANITARY SEWER MAIN. MAINTAIN POSITIVE SLOPE OF SUBDRAIN TO
OUTFALL (AS SPECIFIED ON THE PLAN).
12.MAINTAIN A MINIMUM OF 6" OF WASHED ROCK BELOW ALL DRAIN
PIPES.
13.LATERAL SUBDRAIN SHALL BE SOLID 3" SDR 35 PVC AND EXTENDED A
MINIMUM OF 5' BEYOND UTILITY EASEMENT TO EACH BUILDING.
14.BEDDING FOR THE SUBDRAIN PIPE IN TRENCHES SHALL MEET THE
GENERAL REQUIREMENTS OF WASHED CDOT CLASS B BEDDING.
15.THE SUBDRAIN PIPE SHALL BE PLACED ON THE BOTTOM OF THE
TRENCH APPROXIMATELY 6 INCHES FROM THE TRENCH SIDEWALL, AND
TRENCH BACK FILLED WITH TEMPED GRANULAR BEDDING MATERIAL TO 1
FOOT ABOVE THE MAIN.
16.BACKFILL TO BE COMPACTED TO 95% ASTM D-698 RELATIVE DENSITY
IN ALL AREAS UNLESS OTHERWISE NOTED.
17.CRUSHED CONCRETE IS PROHIBITED AS BEDDING FOR SUBDRAINS.
18.PLACE SUBDRAIN MAINLINE PIPE AROUND CONCRETE MANHOLE BASE.
19.CLEAN-OUTS SHALL IN NO CASE NE INSTALLED INSIDE OF SANITARY
SEWER MANHOLE, BUT RATHER INSTALLED AND SECURED TO THE
OUTSIDE OF THE MANHOLE.
20.CLEAN-OUTS SHALL BE CONSTRUCTED SUCH THAT NO SURFACE LOAD
WILL BE TRANSFERRED TO THE MAIN, WYE, BEND, OR RISER PIPE AND
SHALL BE LEFT BELOW THE PAVEMENT SURFACE.
21.A VERTICAL SWEEP BEND COUPLING SHALL CONNECT THE CLEAN-OUT
WITH THE SUBDRAIN MAIN FOR EASE OF MAINTENANCE TOOL ACCESS.
22.ALL SUBDRAIN INFRASTRUCTURE IS TO BE OWNED AND MAINTAINED
BY THE HOME OWNER ASSOCIATION AND IS NOT THE RESPONSIBILITY OF
SOUTH FORT COLLINS SANITATION DISTRICT AND/OR THE CITY OF FORT
COLLINS.
23.THE DISTRICT AND THE CITY OF FORT COLLINS IS NOT RESPONSIBLE
OR LIABLE FOR THE DESIGN, INSTALLATION OR OPERATION OF THE
SUBDRAIN SYSTEM.
W
G
T
E/T/C
EXISTING STORM SEWER
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
EXISTING LOTLINE
PROPOSED ELECTRIC E
F
PROPOSED FIRE SERVICE
PROPOSED AREA DRAIN INLET
ENTRY COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
BLDG 9
BLDG 8
BLDG 11
BLDG 12
BLDG 13
BLDG 37
BLDG 36
BLDG 35
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
TRACT A
TRACT B
BLDG 10
BLDG 14
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
UD
UD UD UD UD
UD UD
UD UD
BROOKFIELD DRIVE
NORTHERN LIGHTS DRIVE
LE FEVER DRIVE
PRECISION DRIVE
20'
20'
20'
MORNINGSIDE
VILLAGE CONDOS
OWNER:
MORNINGSIDE VILLAGE
MASTER ASSOCIATION INC.
BLDG
31
BLDG
23
BLDG
22
DRY WELL BEDDING
6' WIDTH
PVC GEOMEMBRANE LINER
PVC GEOMEMBRANE
LINER
PVC GEOMEMBRANE
LINER
PVC GEOMEMBRANE
LINER
RAIN GARDEN
BIO SWALE WITH
SOFT BOTTOM
20'
30'
FL-FL
51' ROW
51' ROW
30'
FL-FL
30'
FL-FL
51' ROW
51' ROW
30'
FL-FL
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
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
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
SU1
SUBSURFACE PLAN
A. Morse
A. Boese
1"=30'
8
CALL C BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
PVC GEOMEMBRANE LINER
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COARSE AGGREGATE
RAIN GARDEN FULL INFILTRATION
AMENDED NATIVE MATERIAL
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
GARAGE
(TYP.)
WV
WV
WV
S
S
S
S
S
H2O
X
X
X
S
8" W 8" W 8" W
8" W 8" W
8" W
8" W 8" W
8" W 8" W 8" W 8" W
8" W 8" W 8" W
H
Y
D
WV
WV
WV
W W
WV
WV
8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
WV
WV
TELE
T
T
T
T
T
T
T
T
H2O
GAS
G G
G G
GAS
E
E E
VAULT
ELEC
E
VAULT
ELEC ELEC
E
E
E
E E
E
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
D
D D
D D
V.P.
V.P.
S
W
S
S
W
W S
S
W
S
W
S
W
W W
UD
UD UD UD UD
UD UD
UD UD
W
W
W
W W W W W W W W W W
T T
T
T
T
T
T
T
T
T
T
T T
E
STA. 18+35.99
CONNECT TO EX. 8" WATER
N:105920.59
E:215153.70
TRACT F
REPLAT OF BROOKFIELD
MORNINGSIDE
VILLAGE CONDOS
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
WETLAND
OWNER:
MORNINGSIDE VILLAGE
MASTER ASSOCIATION INC.
BLDG
31
BLDG
23
BLDG
22
BLDG
14
BROOKFIELD DRIVE
LE FEVER DRIVE
PRECISION DRIVE
NORTHERN LIGHTS DRIVE
FOSSIL CREEK
INLET DITCH
RESERVOIR
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
29.31 LF 8" PVC
S44°29'02"E
310.22 LF 8" PVC
S01°23'27"W
171.39 LF 8" PVC
S01°23'27"W
FIELD LOCATE
AND CONNECT
TO EXISTING
8" STUB OUT
STA. 10+53.06
8"x8" CROSS
3 - 8" GV (W,E,S)
N:106425.43
E:214870.75
STA. 16+64.60
8"x6" SWIVEL TEE
1 - 6" GV (W)
& FH ASSEMBLY
N:106091.93
E:215157.86
STA. 13+54.38
45.00° BEND w/ TB
N:106402.05
E:215165.39
SAN MH A2
CONNECT TO
EX SAN MH A1
EX. SAN MH
146.46 LF 8" PVC
S89°29'02"E
127.64 LF 8" PVC
S89°29'02"E
STA. 11+97.43
8"x6" SWIVEL TEE
1 - 6" GV (N)
& FH ASSEMBLY
N:106424.12
E:215017.21
STA. 13+54.38
45.00° BEND w/ TB
N:106402.05
E:215165.39
STA. 13+25.07
45.00° BEND w/ TB
N:106422.97
E:215144.85
EX. 4.5' WALK
EX. 4.5' WALK
FUTURE 4.5' WALK
FUTURE 4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
FUTURE 4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
FUTURE 4.5' WALK
EX. 10' PEDESTRIAN TRAIL
10' PEDESTRIAN TRAIL
EX. 15" SANITARY
SEWER
EX. 8" WATERLINE
EX. STORM DRAIN
EX. FIRE HYDRANT
EX. STORM
DRAIN
EX. 15" SANITARY
SEWER
EX. 8" WATERLINE
EX. FIRE
HYDRANT
EXISTING SANITARY
SERVICE STUB (TYP.)
APPROXIMATE LOCATION
EXISTING WATER SERVICE (TYP.)
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A4
SEE SHEET ST1
STORM DRAIN A3
SEE SHEET ST3
STORM DRAIN A2-2
SEE SHEET ST2
STORM DRAIN A5
SEE SHEET ST3
SANITARY SEWER A
SEE SHEET SS1
2' SIDEWALK CHASE
6" SANITARY
SERVICE (TYP.)
EX. SANITARY
SERVICE STUB
1 1/2" WATER
SERVICE
DEFLECT WATER UNDER STORM
PER DETAIL 4A ON SHEET D2
APPROXIMATE LOCATION
CURB STOP/METER PIT
CONTRACTOR TO VERIFY
LOCATION, 1 1/2" DIA AND
CONSTRUCTION (TYP.)
3/4" WATER
SERVICE (TYP.)
RE-LOCATE METER PIT
1 1/2" WATER SERVICE
RE-LOCATE METER PIT
1 1/2" WATER SERVICE
1 1/2" WATER
SERVICE
1 1/2" WATER
SERVICE 1 1/2" WATER
SERVICE
STORM DRAIN A2-2
SEE SHEET ST2
STORM DRAIN A5-1
SEE SHEET ST3
30' TEMPORARY
DRAINAGE &
GRADING
EASEMENT
30'
FL-FL
51' ROW
51' ROW
30'
FL-FL
30'
FL-FL
51' ROW
FUTURE
30'
FL-FL
20' PRIVATE
DRIVE
20' PRIVATE
DRIVE
20' PRIVATE
DRIVE
20' PRIVATE
DRIVE
EXISTING
51' ROW
EXISTING
30'
FL-FL
EXISTING 20'
DRAINAGE EASEMENT
9' UTILITY EASEMENT
FUTURE 9'
UTILITY EASEMENT
24'
DE, UE,
AE & EAE
24'
DE, UE,
AE & EAE
24'
DE, UE,
AE & EAE
10' SEPERATION (TYP.)
10' SEPERATION (TYP.)
24'
DE, UE,
AE & EAE
24'
DE, UE,
AE & EAE
24'
DE, UE,
AE & EAE
WIDTH VARIES
HABITAT
BUFFER ZONE
LIGHT
POLE
(TYP.)
LIGHT POLE (TYP.)
TRANSFORMER (TYP.)
TRANSFORMER (TYP.)
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
STORM DRAIN A6
SEE SHEET ST3
20' ACCESS
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
FCRID
TOP OF BANK
50'
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
U1
OVERALL UTILITY PLAN
A. Boese
A. Boese
1"=30'
10
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
EXISTING LOTLINE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
{2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS
SANITATION DISTRCT (SFCSD) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY
PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.TYPICAL COVER OVER WATERLINES SHALL BE BETWEEN 4.5' AND 5.5' FROM
TOP OF PIPE TO FINISHED GRADE UNLESS OTHERWISE NOTED.
8.PVC TO DIP JOINTS SHALL BE MADE WITH MECHANICAL JOINT SOLID
SLEEVES.
9.CURB STOP SHALL BE WITHIN THE EASEMENT PROVIDED.
10.WATER SERVICES SHALL BE 3/4" TYPE K COPPER WITH A CURB STOP AND
METER VAULT, UNLESS OTHERWISE NOTED.
11.SANITARY SEWER SERVICES SHALL BE 6" SDR-35 PVC @ 2%.
12.WATER MAINS SHALL BE AWWA C-900 PVC.
13.ALL WATER SERVICES THAT CROSS UNDER STORM SEWER PIPES SHALL BE
CENTERED UNDER BARREL OF STORM PIPE SO NO JOINTS OCCUR WITHIN 10'
EACH SIDE OF SERVICE OR JOINTS SHALL BE CONCRETE ENCASED.
14.SUBDRAIN MAINS SHALL BE 8" DIA. PERFORATED PVC PIPE & SHALL
CONFORM TO THE CITY OF FORT COLLINS STANDARDS.
15.SUBDRAIN CLEANOUTS SHALL BE 8" DIA. NON-PERFORATED PVC PIPE &
SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS.
16.A VERTICAL SWEEP BEND COUPLING SHALL CONNECT THE CLEANOUT WITH
THE SUBDRAIN MAIN FOR EASE OF MAINTENANCE TOOL ACCESS.
17.A 3" SUBDRAIN LATERAL SHALL BE PROVIDED TO EACH BUILDING.
18.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
}19.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.
20.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD
LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY
SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.
21.THE DISTRICT AND THE CITY OF FORT COLLINS ARE NOT RESPONSIBLE OR
LIABLE FOR THE DESIGN, INSTALLATION OR OPERATION OF THE SUBDRAIN
SYSTEM.
22.NO TREE(S) SHALL BE LOCATED WITHIN 10' OF DISTRICT FACILITIES.
23.HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
BUFFER ZONE.{ HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE AND
W
G
T
E/T/C
EXISTING STORM SEWER
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY RIGHT-OF-WAY
PROPOSED ELECTRIC E
F
PROPOSED FIRE SERVICE
PROPOSED AREA DRAIN INLET
EXISTING CABLE CTV
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
98.39
98.39
98.30
97.05
96.86
SUB
96.77
SUB
96.86
SUB
96.56
SUB
94.88
SUB
95.22
SUB
95.71
SUB
95.58
SUB
96.14
SUB
96.47
SUB
96.56
SUB
6.10 LF 6" PVC @ 1.04%
96.71
1.4%
1.4%
1.4%
1.4%
1.2%
1.2%
2.5%
3.1%
2.0%
1.0%
95.18
SUB
97.01
97.89
96.05
SUB
2.6%
2.9%
94.91
SUB
BARRIER CURB
AREA INLET A2-3
INV. IN=4895.98 (W)
INV. OUT=4893.75 (E)
FG=4898.09
AREA INLET A2-1
INV. IN=4891.86 (W)
INV. IN=4894.56 (N)
INV. OUT=4891.78 (E)
FG=4896.65
MH A2-2
INV. IN=4893.32 (W)
INV. IN=4893.32 (N)
INV. OUT=4892.62 (E)
FG=4897.89
90° BEND
w/ C/O
INV. IN=4894.63 (W)
INV. OUT=4894.63 (S)
C/O
INV. OUT=4895.45 (E)
C/O
INV. OUT=4896.48 (E)
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
BARRIER CURB
6" RIBBON CURB
BARRIER CURB
6" RIBBON CURB
UD UD UD UD UD UD UD UD UD UD UD UD
A A
B
B
120.58 LF 6" SLOTTED PVC @ 0.70%
97.20
97.29
97.25
98.02
98.02
97.93
96.19
SUB
96.10
SUB
96.19
SUB
95.37
SUB
95.41
SUB
95.46
SUB
1.3%
1.3%
1.5%
1.3%
1.2%
1.2%
AREA INLET A3-1
INV. IN=4895.00 (E)
INV. OUT=4892.40 (W)
FG=4897.08
C/O
INV. OUT=4895.85 (W)
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
THICKENED EDGE
ADJACENT TO
CONCRETE DRIVE
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
SG1
SUBGRADE PLAN
A. Morse
A. Boese
1"=10'
9
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS BROOKFIELD DRIVE DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
LEGEND:
PROPOSED SUBGRADE SPOT ELEVATION 33.43
PROPOSED SUBGRADE 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 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
DETENTION SYSTEM ITEMS IN THE PERMEABLE PAVER PARKING LOT:
- COMPACTION OF SUBGRADE
- INSTALLATION OF GEOTEXTILE FABRIC
- INSTALLATION OF UNDERDRAIN
- PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL
- INSTALLATION OF EDGE RESTRAINT(S)
- PLACEMENT AND COMPACTION OF BASE MATERIAL
- PLACEMENT OF SETTING BED
- PLACEMENT OF UNIT PAVERS
- PLACEMENT AND SWEEPING OF JOINT FILLER
5.DETENTION STORAGE SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A
LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE
ELEVATIONS AND DIMENSIONS, AND THE GEOTECHNICAL ENGINEER MUST CONFIRM
COMPACTION, PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY
OTHER MATERIAL.
6.EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF
GEOTEXTILE FABRIC AND SUB-BASE.
7.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP)
SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI
SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR.
QUALIFIED CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER'
HOLDING A CURRENT PICP SPECIALIST DESIGNATION.
8.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 PERMEABLE PAVEMENT SYSTEM.
9.EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE
PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE,
THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE
SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND
RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE
OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE
PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING.
10.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.
11.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM
INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM
ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE
STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN
RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY
DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO
REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE
PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING
ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO
ALL PARTIES WORKING ONSITE.
12.THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER
FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE
WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN
THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE
AFTER CONSTRUCTION IS COMPLETE.
13.BASE BID PAVERS SHALL BE AQUA-BRIC (80MM) BY BORGERT PRODUCTS IN THE
'NORTH SHORE' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45
HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE
PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND
LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE
ALTERNATE PRICING TO DELINEATE PARKING STALL STRIPING IN THE FORM OF UNIT
PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER').
14.CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO
THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT.
15.ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE.
16.LANDSCAPE ISLAND SHALL BE EXCAVATED DOWN TO SAME SUBGRADE
ELEVATIONS AS ADJACENT PAVER SECTIONS. PROVIDE SUB-BASE, GEOTEXTILE
NOTES:
2.0%%%
PROPOSED UNDERDRAIN
PROPOSED PVC STORM
PROPOSED EDGE RESTRAINT/RIBBON CURB
UD
PROPOSED FINISHED GRADE SPOT ELEVATION 33.43
SUB
001
SG1
SUBGRADE DETAIL
002
SG1
SUBGRADE DETAIL
003
SG1
SUBGRADE DETAIL
001
SG1
002
SG1
003
SG1
NOT TO SCALE
PERMEABLE PAVER SECTION A PERMEABLE PAVER SECTION B
EXTEND FABRIC
AND
GEOMEMBRANE
{NOTES: 24"-36"
}1.FIELD WELD PIPE BOOT TO GEOMEMBRANE.
2.PROVIDE BUTYL TAC TAPE BETWEEN PIPE AND BOOT.
3.SECURE BOOT WITH STANLESS STEEL BAND CLAMP.
4.FOLLOW MANUFACTURER AND IAGI INSTALLATION RECOMMENDATIONS.
{NOTES:
}1.SEE CITY OF FORT COLLINS
INTERLOCKING CONCRETE
PAVERS DETAIL 902 ON SHEET
D9 FOR MEDIA DEPTHS.
2.SEE DETAIL 804 ON SHEET D8
FOR SLOTTED PIPE DIMENSIONS.
BROOKFIELD REPLAT
MORNINGSIDE
VILLAGE CONDOS
OWNER:
MORNINGSIDE VILLAGE
MASTER ASSOCIATION INC.
FOSSIL CREEK
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
BLDG
31
BLDG
23
BLDG
22
BLDG
14
BROOKFIELD DRIVE
NORTHERN LIGHTS DRIVE
LE FEVER DRIVE
PRECISION DRIVE
51' ROW
51' ROW
51' ROW
4.5'
4.5'
10' PEDESTRIAN TRAIL
4.5'
4.5'
4.5'
30'
FL-FL
30'
FL-FL
30'
FL-FL
4.5'
4' 4'
4.5'
4'
WIDTH VARIES
HABITAT
BUFFER ZONE
INLET DITCH
RESERVOIR
20'
ACCESS
EASEMENT
20'
ACCESS
EASEMENT
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
50'
\A1;P2 50'
1
1
1
1
GARAGE
APRON (TYP.)
INLETS
INLET
INLET
INLETS
INLET
INLETS
INLETS
3
2
3
GARAGE
APRON (TYP.)
2
3
3
T
T
TRANSITION BARRIER CURB
TO RIBBON CURB IN 5' (TYP.)
T
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
INLET
FCRID
TOP OF BANK
P2
P2
P2
P2
P2 P2
P2
P2
P2
3
3
3
3
3
3
3
TE
TE
TE
TE
TE
TE
3
3
TE
TE
TE
TE
TRANSITION BARRIER CURB
TO RIBBON CURB IN 5' (TYP.)
T
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
PV1
PAVEMENT PLAN
A. Morse
A. Boese
1"=30'
7
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
PROPOSED RIGHT-OF-WAY
LEGEND:
PROPOSED 18" VERTICAL INFLOW
CURB & GUTTER
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
NOTES:
1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2. SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS, WALKS, AND
PAVEMENT SECTIONS.
3. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM
SPACING OF 50 FEET.
4. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
5. FINAL EXTENTS OF FIRE LANE MARKINGS AND FINAL LOCATIONS OF "NO
PARKING/FIRE LANE" SIGNS TO BE DETERMINED IN THE FIELD BY THE OWNER
AND THE POUDRE FIRE AUTHORITY.
6. ALL PARKING STALLS SHALL BE 19' IN DEPTH.
7. ALL DRIVE SURFACES WITHIN FIRE LANES SHALL BE DESIGNED TO
ACCOMMODATE FREQUENT HEAVY TRUCK TRAFFIC LOADINGS.
8. GARAGE APRONS SHALL BE PAVED WITH CONCRETE AND TYPICALLY GRADED
AWAY FROM GARAGE AT 5% TO A GRADE BREAK LINE AT THE EDGE OF THE
PRIVATE DRIVE SECTION.
9. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
BUFFER ZONE. HABITAT BUFFER ZONE IS BETWEEN THE LOT LINE AND EASTERN
EDGE OF PEDESTRIAN TRAIL.
EASEMENT LINE
PERMEABLE PAVERS
CONCRETE FLATWORK
PROPOSED CHASE
PROPOSED 18" VERTICAL OUTFALL
CURB & GUTTER
HEAVY DUTY PAVING (PUBLIC)
1
3 1' RIBBON CURB
VERTICAL CURB AND GUTTER
2 BARRIER CURB
THICKENED EDGE CONCRETE
CURB AND GUTTER LEGEND:
CONCRETE PAVING
REINFORCING MESH
T CURB TRANSITION
EXISTING LOTLINE
EXISTING RIGHT-OF-WAY
PROPOSED LOTLINE
EXISTING WATER SURFACE ELEVATION
PX X' PAN
4 BARRIER CURB
TE
7.5'
4.2'
6" THICK
CONCRETE
MAILBOX PAD
6" THICK
CONCRETE
MAILBOX PAD
4.2'
7.5'
4.5'
7.5'
4.2'
6" THICK
CONCRETE
MAILBOX PAD
N:106225.38
E:215320.98
END WALL
N:106190.96
E:215331.77
BEGIN WALL
N:106315.08
E:215325.42
END WALL
N:106303.49
E:215339.46
23'
23'
8'
20'
EOC-EOC
WIDTH VARIES
HABITAT BUFFER ZONE
20' ACCESS EASEMENT
WIDTH VARIES
HABITAT BUFFER
ZONE
WIDTH VARIES
HABITAT BUFFER ZONE
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
50'
50'
RETAINING
WALL
RETAINING
WALL
RETAINING
WALL
TRACT B
BRIDGE (BY OTHERS)
INLET
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
TRACT B
X X X
FOSSIL CREEK RESERVOIR INLET DITCH
24'
DE, UE,
AE & EAE
20'
EOC-EOC
DIRT TRAIL
EXISTING
LOT LINE
FCRID
TOP OF BANK
FCRID
TOP OF BANK
4.5' WALK
10' TRAIL
TE
TE
TE
P2
P2
P2
N:105943.31
E:215332.65
N:106015.12
E:215342.88
N:105940.16
E:215368.15
N:106016.77
E:215315.91
N:106225.72
E:215347.99
N:106297.94
E:215341.26
N:106032.92
E:215351.15
N:106210.53
E:215355.46
END WALL
N:105926.34
E:215312.77
END WALL
N:106175.56
E:215366.29
BEGIN WALL
N:106276.51
E:215340.74
N:106225.38
E:215320.98
PROPERTY
CORNER
N:105930.26
E:215479.15
END WALL
N:106190.96
E:215331.77
BEGIN WALL
N:106315.08
E:215325.42
END WALL
N:106303.49
E:215339.46
N:106042.97
E:215308.06
23'
23'
8'
20'
EOC-EOC
20' ACCESS EASEMENT
WIDTH VARIES
HABITAT BUFFER
ZONE
WIDTH VARIES
HABITAT BUFFER ZONE
WIDTH VARIES
HABITAT BUFFER ZONE
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
WIDTH VARIES
NORTH POUDRE
IRRIGATION COMPANY
DITCH ROAD AND
MAINTENANCE
EASEMENT
50'
50'
STAIRS
RETAINING
WALL
RETAINING
WALL
INLET
FIRE LANE
NO PARKING SIGN
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
RIBBON CURB
2' TRANS
TO
2' PAN
RIBBON
CURB
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
HC3
HORIZONTAL CONTROL PLAN
A. Morse
A. Boese
1"=20'
6
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MATCHLINE-SEE SHEET HC1
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.
3. SINGLE POINT CURB TRANSITIONS ARE 6'
4. STEP CONFIGURATION IS APPROXIMATE. USE MAXIMUM:
RISE > 6.5"
2 x RISE + RUN = 26"
5. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER
ZONE.
NOTES:
CORNER APPROACH ACCESS RAMP A
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP (FLARE OPTION) B
X' PAN PX
OUTFALL CURB & GUTTER
PERMEABLE PAVERS
PROPOSED RIGHT-OF-WAY
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
TYPE III BARRICADE
EXISTING WATER SURFACE ELEVATION
THICKENED EDGE CONCRETE TE
HC1 HC2
HC3
MATCHLINE-SEE SHEET HC2
MATCHLINE-SEE SHEET HC1
MATCHLINE-SEE THIS SHEET (ABOVE-LEFT)
MATCHLINE-SEE THIS SHEET (BELOW-RIGHT)
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE TE
TE
TE
TE
TE
TE TE
TE
P2
P2
P2
P2
P2
N:105955.61
E:214885.86 N:105952.84
E:214999.71
N:105928.78
E:214884.57 N:105926.02
E:214998.42 N:105925.66
E:215013.72 N:105922.90
E:215127.57
N:106018.54
E:215201.92
N:105946.32
E:215208.65
N:106063.09
E:215213.14
N:106087.21
E:215045.33
N:106040.22
E:215044.19
N:105973.22
E:215043.57 N:105979.95
E:215115.78
E:215118.79
N:105938.67
E:215026.72
BEGIN PAN
N:105935.96
E:215138.57
N:106058.13
E:214936.19
N:105859.75
E:214881.61
N:105850.61
N:105851.11 E:215014.73
E:214993.77
N:105853.80
E:215127.17
N:106091.55
E:215000.44
N:106024.70
E:214886.26
N:106027.89
E:214998.70
N:105927.16
E:214951.43 N:105923.54
E:215100.70
N:106017.91
E:215268.93
N:105953.99
E:214952.72
HC PARKING SIGN
N:105971.72
E:215119.09
N:105966.84
E:215042.58
N:105968.18
E:215047.32
2' METAL
SIDEWALK
CHASE
N:106054.15
E:214918.09
2' CONCRETE
SIDEWALK CHASE
(SLOPE TO STREET)
N:106053.75
E:214877.23
2' METAL
SIDEWALK CHASE
(SLOPE TO STREET)
N:105826.23
E:215006.66
N:105933.10
E:215149.00
N:105932.37
E:215178.99
N:105928.70
E:215189.40
END WALL
N:105926.34
E:215312.77
END PAN
N:105926.28
E:215293.71
N:106073.35
E:215265.44
2' METAL
SIDEWALK CHASE
(SLOPE TO STREET)
N:105927.95
E:215178.88
BARRIER CURB
N:105954.33
E:215123.51
BARRIER CURB
N:105956.92
E:215047.05
BEGIN PAN
N:105942.37
E:214874.53
N:105939.52
E:214991.73
N:105938.19
E:215046.59
N:105942.99
E:214849.04
PROPERTY
CORNER
N:105839.66
E:214887.04
6" RIBBON CURB
N:105951.92
E:215046.93
6" RIBBON CURB
N:105949.33
E:215123.39
N:106042.97
E:215308.06
20'
9'
30'
FL-FL
51' ROW
30'
FL-FL
51' ROW
23'
23'
23'
51' ROW
30'
FL-FL
5' (TYP.)
20'
EOC-EOC
24'
DE, UE,
AE & EAE
24'
DE, UE,
AE & EAE
20'
EOC-EOC
24'
DE, UE,
AE & EAE
20'
EOC-EOC
LOT LINE (TYP.)
EXISTING
STOP w/
STREET SIGN
2' TRICKLE PAN
1' PAN
RETAINING WALL
2X2 PAN
EACH SIDE
(TYP.)
GRATE
INLET
INLET
INLETS
BARRIER CURB
2' TRANS
TO
2' PAN
CONCRETE
DRIVE
ACCESS
EXISTING
STOP SIGN
EXISTING
STOP w/
STREET SIGN
INLETS
INLET
CLEAN
OUT
CLEAN
OUT
CLEAN
OUT
STOP SIGN (TYP.)
STOP SIGN (TYP.)
RIBBON CURB
CURB
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
2' TRANS
TO 2' PAN
FIRE LANE
NO PARKING SIGN
RIBBON
CURB
RIBBON
CURB
RIBBON
CURB
2' TRANS
TO
2' PAN
RIBBON
CURB
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
N:106036.54
E:215202.02
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
LENGTH
550.02'
5.58'
6.64'
148.46'
368.92'
456.21'
234.99'
80.09'
339.12'
79.88'
6.26'
273.11'
6.26'
10.00'
10.00'
111.87'
177.74'
367.51'
177.76'
6.26'
BEARING
N01°23'26.52"E
S89°29'01.98"E
S89°29'01.98"E
S89°29'01.98"E
N01°23'26.52"E
N01°23'26.52"E
S89°29'01.98"E
N01°23'26.52"E
N01°23'26.55"E
N01°23'26.42"E
S62°46'48.87"W
N88°36'33.48"W
S59°59'55.82"E
N01°23'26.52"E
N01°23'26.52"E
S88°36'33.48"E
S88°36'33.48"E
N01°23'26.52"E
N89°29'01.98"W
N59°59'55.82"W
LINE TABLE
LINE
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
LENGTH
121.74'
16.26'
76.00'
17.00'
17.50'
6.26'
296.98'
121.37'
6.26'
6.26'
279.15'
10.00'
10.00'
6.26'
17.51'
17.00'
76.00'
17.00'
111.89'
328.49'
BEARING
N88°36'33.48"W
N01°23'26.52"E
N88°36'33.48"W
N01°23'26.52"E
N88°36'33.48"W
N62°46'48.87"E
N01°23'26.52"E
N89°29'01.98"W
S62°46'48.87"W
N60°01'03.19"W
N89°29'01.98"W
S01°23'26.52"W
S01°23'26.52"W
S59°59'55.82"E
N89°29'01.98"W
S00°30'58.02"W
N89°29'01.98"W
S00°30'58.02"W
S89°29'01.98"E
N01°23'25.49"E
LINE TABLE
LINE
L41
L42
L43
L44
L45
L46
L47
L48
L50
L51
L52
L53
L54
L56
L58
L59
L60
L61
L62
L63
LENGTH
40.34'
157.63'
40.34'
31.65'
56.71'
72.84'
53.38'
10.81'
6.53'
0.52'
1.57'
8.00'
47.13'
18.84'
24.84'
6.29'
163.67'
163.67'
6.29'
85.36'
BEARING
N88°36'33.48"W
S01°23'26.52"W
S88°36'33.48"E
N00°30'58.02"E
N00°30'58.02"E
N88°36'33.11"W
N88°36'33.06"W
S88°36'33.48"E
S08°40'17.61"E
S00°50'37.84"W
N88°31'47.04"W
S88°36'33.48"E
S13°21'21.66"E
S01°23'26.89"W
S79°09'50.41"W
N59°36'33.48"W
N88°36'25.29"W
N88°36'25.29"W
S62°23'26.52"W
S88°36'33.48"E
LINE TABLE
LINE
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L81
L83
L85
L86
LENGTH
9.99'
9.99'
13.30'
117.67'
13.31'
10.00'
10.00'
163.67'
6.29'
141.35'
43.32'
6.29'
85.35'
107.67'
177.67'
36.09'
71.53'
22.37'
24.92'
31.40'
BEARING
S01°23'27.25"W
S01°23'27.25"W
S88°36'33.48"E
N01°23'43.30"E
S88°36'33.48"E
N01°23'26.52"E
N01°23'26.52"E
N88°36'33.48"W
N62°23'26.52"E
S88°36'33.48"E
S88°36'33.48"E
N59°36'33.48"W
N88°36'33.48"W
N01°23'43.30"E
N01°23'43.30"E
N07°00'45.84"E
N10°27'30.10"W
N69°55'04.82"W
S33°20'30.74"W
S33°26'19.81"W
LINE TABLE
LINE
L88
L90
L92
L94
L96
LENGTH
22.37'
65.42'
49.69'
37.31'
41.15'
BEARING
S69°55'04.82"E
S10°27'30.10"E
S07°00'45.84"W
S07°42'44.39"E
S27°19'34.34"W
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
DELTA
90°52'29"
89°07'31"
90°52'29"
10°41'44"
112°15'56"
10°41'44"
90°52'29"
89°07'31"
90°00'00"
63°28'25"
90°00'00"
90°52'29"
89°59'51"
115°13'18"
63°54'15"
79°56'16"
14°44'49"
77°46'24"
90°00'17"
89°59'43"
RADIUS
20.00'
20.00'
20.00'
392.50'
68.00'
392.50'
30.00'
20.00'
25.00'
10.00'
3.00'
25.00'
3.00'
3.00'
10.00'
4.00'
40.00'
5.00'
25.00'
20.00'
LENGTH
31.72'
31.11'
31.72'
73.27'
133.24'
73.27'
47.58'
31.11'
39.27'
11.08'
4.71'
39.65'
4.71'
6.03'
11.15'
5.58'
10.30'
6.79'
39.27'
31.41'
BEARING
N44°02'48"W
N45°57'12"E
S44°02'48"E
N85°10'06"E
N44°02'48"W
S06°44'18"W
N44°02'48"W
S45°57'12"W
N46°23'27"E
S30°21'16"E
S43°36'33"E
N44°02'48"W
S45°30'57"W
N57°05'41"W
S33°20'33"W
S48°38'26"E
S05°58'57"E
S40°16'39"W
N43°36'25"W
S46°23'35"W
CHORD
28.50'
28.07'
28.50'
73.16'
112.92'
73.16'
42.75'
28.07'
35.36'
10.52'
4.24'
35.62'
4.24'
5.07'
10.58'
5.14'
10.27'
6.28'
35.36'
28.28'
CURVE TABLE
CURVE
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
DELTA
90°00'17"
89°59'43"
17°28'16"
59°27'35"
25°48'41"
103°15'36"
103°15'36"
59°27'35"
19°20'18"
14°43'30"
37°12'35"
64°03'52"
115°56'08"
RADIUS
20.00'
25.00'
84.00'
44.00'
46.00'
35.00'
25.00'
65.00'
112.95'
255.00'
186.82'
20.00'
7.00'
LENGTH
31.42'
39.27'
25.61'
45.66'
20.72'
63.08'
45.06'
67.45'
38.12'
65.54'
121.33'
22.36'
14.16'
BEARING
S43°36'25"E
N46°23'35"E
N01°43'22"W
N40°11'17"W
N57°00'44"W
S18°17'17"E
S18°17'17"E
S40°11'17"E
S03°07'26"E
S00°20'59"E
S10°59'25"W
N59°21'30"E
S30°38'30"E
CHORD
28.29'
35.35'
25.51'
43.64'
20.55'
54.88'
39.20'
64.47'
37.94'
65.36'
119.20'
21.22'
11.87'
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
HC2
HORIZONTAL CONTROL PLAN
A. Morse
A. Boese
1"=20'
5
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MATCHLINE-SEE SHEET HC1
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.
3. SINGLE POINT CURB TRANSITIONS ARE 6'
4. STEP CONFIGURATION IS APPROXIMATE. USE MAXIMUM:
RISE > 6.5"
2 x RISE + RUN = 26"
5. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER
ZONE.
NOTES:
CORNER APPROACH ACCESS RAMP A
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP (FLARE OPTION) B
X' PAN PX
OUTFALL CURB & GUTTER
PERMEABLE PAVERS
PROPOSED RIGHT-OF-WAY
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
TYPE III BARRICADE
EXISTING WATER SURFACE ELEVATION
THICKENED EDGE CONCRETE TE
MATCHLINE-SEE SHEET HC3
HC1
HC3
HC2
4' WALK
4' WALK
4' WALK
4' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
4.5' WALK
FUTURE 4.5' WALK
4.5' WALK
FUTURE 4.5' WALK
4.5' WALK
FUTURE 4.5' WALK
4.5' WALK
4.5' WALK 4.5' WALK
FUTURE 4.5' WALK
4.5' WALK
BROOKFIELD DRIVE
FUTURE 4.5' WALK
FUTURE 4.5' WALK
FUTURE 4.5' WALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
3.3' (TYP.)
4' (TYP.)
5.99'
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
4' (TYP.)
4.5' WALK
4.5' WALK
A
B
B
B B
TE
TE TE
TE
P2
P2
P2
P2
P2
P2
P2
P2
N:106153.56
E:215001.94
N:106320.67
E:214895.05
N:106319.65
E:215008.93
N:106319.51
E:215023.88
N:106142.70
E:214995.68
N:106292.37
E:215007.32
N:106293.40
E:214893.45
N:106187.10
E:215216.16
N:106268.82
E:215050.74
N:106241.86
E:215049.09
N:106194.87
E:215047.95
N:106147.86
E:215047.81
N:106114.18
E:215046.99
N:106087.21
E:215045.33
N:106103.95
E:215118.79
N:106134.59
E:215119.54
N:106306.08
E:215035.64
N:106389.76
E:214894.39
N:106224.33
E:214891.54
N:106091.55
E:215000.44
N:106217.40
E:215003.82
N:106394.48
E:215027.38
N:106190.06
E:214939.40
N:106394.67
E:215006.78
N:106387.55
E:215139.66
N:106193.82
E:215288.37
N:106126.82
E:215287.74
N:106226.52
E:215273.99
N:106229.14
E:215207.04
N:106300.95
E:215217.26
N:106292.80
E:214960.33
N:106316.37
E:215272.06
N:106202.06
E:215251.42
N:106274.26
E:215050.05
2' METAL
SIDEWALK
CHASE
N:106193.91
4' CONCRETE E:214921.49
SIDEWALK CHASE
(SLOPE INTO SITE)
N:106201.24
E:214880.81
2' METAL
SIDEWALK CHASE
(SLOPE TO STREET)
N:106408.60
E:215020.20
2' METAL
SIDEWALK
CHASE
N:106313.67
E:215208.05
4' CONCRETE
SIDEWALK CHASE
(SLOPE INTO SITE)
N:106327.67
E:215200.03
2' METAL
SIDEWALK CHASE
(SLOPE TO STREET)
N:106118.72
E:215143.01
N:106395.03
E:214834.50
N:106307.68
E:214857.89
N:106204.15
E:214880.88
N:106214.51
E:215191.84
N:106120.31
E:215267.58
N:106167.29
E:215268.72
BEGIN WALL
N:106359.43
E:215290.54
BARRIER CURB
N:106287.90
E:215055.20
BARRIER CURB
N:106287.22
E:215131.20
N:106305.90
E:215055.37
PROPERTY
CORNER
N:106409.66
E:214900.65
BEGIN PAN
N:106307.38
E:214891.39
6" RIBBON CURB
N:106292.90
E:215055.25
6" RIBBON CURB
N:106292.21
E:215131.75
20'
9'
30'
FL-FL
51' ROW
51' ROW
30'
FL-FL
30'
FL-FL
51' ROW
8'
23'
23'
23'
5' (TYP.)
24'
DE, UE,
AE & EAE
20'
EOC-EOC
20'
EOC-EOC
24'
DE, UE,
AE & EAE
20'
EOC-EOC
24'
DE, UE,
AE & EAE
LOT LINE
2' TRICKLE PAN
STREET NAME
SIGN
2X2 PAN
EACH SIDE
(TYP.)
FOREBAY
RETAINING
WALL
INLETS
INLET W/
SNOUT
INLET
2' TRANS
TO 2' PAN
CONCRETE
DRIVE
ACCESS
DRY WELL
DRAIN BASIN
CLEAN OUT
STOP w/
STREET
SIGN
INLETS
TRACT B
CLEAN
OUT
STOP
SIGN
CURB
2X2 PAN
EACH SIDE
(TYP.)
INLET
FOREBAY
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
DRAINAGE
EASEMENT
RAIN GARDEN
DRAINAGE
EASEMENT
BIO SWALE
WITH SOFT
BOTTOM
FIRE LANE
NO PARKING SIGN
BARRIER
CURB
FIRE LANE
NO PARKING SIGN
FIRE LANE
NO PARKING SIGN
CLEAN OUT
FIRE LANE
NO PARKING SIGN
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
HC1
HORIZONTAL CONTROL PLAN
A. Morse
A. Boese
1"=20'
4
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
MATCHLINE-SEE SHEET HC2 Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.
3. SINGLE POINT CURB TRANSITIONS ARE 6'
4. STEP CONFIGURATION IS APPROXIMATE. USE MAXIMUM:
RISE > 6.5"
2 x RISE + RUN = 26"
5. HABITAT BUFFER ZONE IS TO BE MAINTAINED IN A NATIVE LANDSCAPE. SEE
SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER
ZONE.
NOTES:
CORNER APPROACH ACCESS RAMP A
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP (FLARE OPTION) B
X' PAN PX
OUTFALL CURB & GUTTER
PERMEABLE PAVERS
PROPOSED RIGHT-OF-WAY
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
TYPE III BARRICADE
EXISTING WATER SURFACE ELEVATION
THICKENED EDGE CONCRETE TE
MATCHLINE-SEE SHEET HC3
HC2
HC3
HC1
D
WV
WV
WV
W
WV
WV
8" W
8" W 8" W
8" W
8" W 8" W
WV
WV
T
TELE
T
T
T
T
T
T
H2O
GAS
G
G
GAS
E
E
VAULT
ELEC
VAULT
ELEC ELEC
E
E
E
E
12" SS 12" SS 12" SS 12" SS 12" SS
12" SS 12" SS 12" SS 12" SS 12" SS
D
D D
D D
V.P.
V.P.
S
W
BROOKFIELD DRIVE
NORTHERN LIGHTS DRIVE
PRECISION DRIVE
TRACT F
PLAT OF BROOKFIELD
MORNINGSIDE
VILLAGE CONDOS
FOSSIL CREEK RESERVOIR INLET DITCH
±510LF EXISTING
BARBED WIRE FENCE
TO BE REMOVED
EXISTING STORM INLET
EXISTING STORM INLET
EXISTING 8" PVC
WATERLINE
(CITY OF FORT COLLINS)
EXISTING 15" PVC
SANITARY SEWER
(SFCSD)
EXISTING
FIRE HYDRANT
EXISTING 38"x60" ERCP
EXISTING 10' WALK
WETLAND
EXISTING 8" PVC
WATERLINE
(CITY OF FORT COLLINS) EXISTING 12" PVC
SANITARY SEWER
(SFCSD)
EXISTING SANITARY
SEWER STUB (TYP.)
APPROXIMATE LOCATION
EXISTING SANITARY
SEWER SERVICE
EXISTING
30'
FL-FL
EXISTING
30'
FL-FL
EXISTING 20'
DRAINAGE EASEMENT
EXISTING
51' ROW
EXISTING 9'
UTILITY EASEMENT
EXISTING 51' ROW
OWNER:
IMAGO ENTERPRISES INC
140 PALMER DR.
FORT COLLINS, CO 80525
EXISTING
FIRE HYDRANT
EXISTING 12" PVC SANITARY
SEWER WITH 8" PVC
SLOTTED SUBDRAIN
/ / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ /
OWNER:
MORNINGSIDE VILLAGE
MASTER ASSOCIATION INC.
EXISTING 49'
TEMPORARY
DRAINAGE
AND GRADING
EASEMENT
POND A
EXISTING WATER CURB
STOP/METER PIT
(TYP.)
TRACT A
TRACT B
BROOKFIELD
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
EXISTING
51' ROW
EXISTING
51' ROW
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
TRACT D
PLAT OF BROOKFIELD
EXISTING 24"
RCP STORM
SEWER
/ / / / / / / / /
±22 LF 8" WATER LINE
TO BE REMOVED
SAWCUT LINE
EXISTING STOP
w/ STREET SIGN
EXISTING
STOP
SIGN
EXISTING
STOP w/
STREET
SIGN
DIRT TRAIL
FCRID
TOP OF BANK
EXISTING
LOT LINE
EXISTING
LOT LINE
EXISTING
LOT LINE
±10 LF 6" CURB
TO BE REMOVED
/ / / /
±6 LF 6" CURB
TO BE REMOVED
/ /
±8 LF 6" CURB
TO BE REMOVED
/
/
/
±5 LF 6" CURB
TO BE REMOVED
/ /
/
/
/
/
/
/
/
/
/
/
/
/
±27 LF 6" CURB
TO BE REMOVED
/
/
/
/
/
/
/
/
/
/
/
/
±27 LF 6" CURB
TO BE REMOVED
FCRID
TOP OF BANK
No. Revisions: By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
February 15,
2016
PROJECT:
374-020
Sheet
Of 36
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
EX1
DEMOLITION PLAN
EXISTING CONDITIONS &
R. Banning
A. Boese
1"=40'
3
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
FOX DEN
BUFFER ZONE
NORTHERN LIGHTS DRIVE
BROOKFIELD DRIVE
COVERED
ENTRY ENTRY
COVERED
DECK
COVERED
COVERED ENTRY
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
DECK
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
DECK
DECK DECK
DECK
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
ENTRY
COVERED
COVERED
ENTRY
COVERED
ENTRY
COVERED
ENTRY
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. MILL AND OVERLAY OF STREET CUT AREAS MAY BE REQUIRED. CONTACT CITY
ENGINEER FOR INSPECTION.
8. TOPO HAS BEEN PROVIDED BY LANDMARK CONSTRUCTION SOLUTIONS. EXISTING
IMPROVEMENTS AND TOPO AS SHOWN ARE ASSUMED CORRECT, HOWEVER,
CONTRACTOR MUST VERIFY QUANTITIES AND CONNECTIONS PRIOR TO
CONSTRUCTION.
EXISTING ELECTRIC E
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
LIMITS OF DISTURBANCE LOD
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
H
Y
D
CONTROL
IRR
G
EXISTING TREES (TO BE REMOVED)
EXISTING IRRIGATION IRR
SAWCUT LINE
W
E
LEGEND:
EXISTING CABLE CTV
EXISTING BRUSH LINE
EXISTING WATER SURFACE ELEVATION
GENERAL AND
A. Morse
A. Boese
NTS
2
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 sanitary sewer, storm sewer and water line construction, as well as power and other "dry" utility installations, shall conform to the
City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before
commencing new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to
beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation
company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to
beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the
proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility
company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate
with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning
construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work
is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in
advance, all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm
sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved
by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if
water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado
Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control
Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer,
must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in
excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of
groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or
injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage
facilities in the development.
19. All recommendations of the Final Drainage and Erosion Control Report for Brookfield by Northern Engineering Services, Inc. dated
January 25, 2016, shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures
shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or
landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud
and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end
loader, etc.) or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development
Construction Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of
construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins
Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or
construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of
construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort
Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility
trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report
does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the
subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of
the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall
be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter,
sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the
gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or
surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any
deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will
be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road
construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All
service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for
additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection
for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control,
and security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way
authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting,
the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the
construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort
Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the
contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as
needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to
directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no
site construction activities on Sundays or holidays, unless there is prior written approval by 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: NGVD 29 UNADJUSTED (OLD FORT COLLINS DATUM)
BENCHMARK #1:
City of Fort Collins Benchmark 5-01
Southeast corner of Strauss Cabin Rd. and Harmony Road in a street light pole base.
Elevation= 4847.76
BENCHMARK #2:
City of Fort Collins Benchmark 07-07
0.5 miles South of Harmony Rd. and Strauss Cabin Rd., on the West side of Strauss Cabin Rd. on the Northwest wingwall of the
bridge over an irrigation canal on a Larimer County Cap.
Elevation= 4875.97
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED FOR THIS
PROJECT.
NAVD88 = NGVD 29 UNADJUSTED+ 3.19'
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and
gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be
replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of
completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition.
The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made.
Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in
smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than
one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a
complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are
made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed
before construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from
material and workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm
drainage structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
a. N/A
b. N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping,
grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as
indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping
the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and
maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall
be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a
roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are
installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty
(30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise
approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion
control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all
sediment and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other
public rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so
as not to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface
roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the
project and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of
any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials,
concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever
measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all
applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain
washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction
activities the concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall
implement whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes
listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins
Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8
inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the
existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where
a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort
Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid
until the subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box
adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition.
The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated
with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado
supplement) and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to
installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and
reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material
(when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical
"proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total
GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90
p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which
exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or
otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior
to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment
and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent
installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the
City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic
Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards.
All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on
traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer,
must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in
excess of those allowed prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline construction shall conform to the Fort Collins Utility standards and specifications current to date of construction.
2. All sanitary sewer construction shall conform to the South Fort Collins Sanitation District Standards and Specification current at the
date of construction.
3. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved
by the water utility.
4. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
5. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61
and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and
connections.
BROOKFIELD SECOND REPLAT
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
02/15/16
E N G I N E E R I N G
N O R T H E RN
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
PHONE: 970.221.4158
www.northernengineering.com
CS1
COVER SHEET
A. Morse
A. Boese
NTS
1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
FEBRUARY, 2016
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
The Birdsall Group
444 Mountain Ave
Berthoud, CO 80513
(970) 532-5891
Landmark Construction Solutions
1170 W Ash Street #100
Windsor, CO 80550
(970) 330-4316
GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854
WASTEWATER--SFCSD------------------------------------ Terry W. Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
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
Northern Engineering Services, Inc.
Ryan Banning, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Gary Gilliland, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
PLANNER/
LANDSCAPE ARCHITECT
United States Infrastructure Corporation, LLC
5803 Lockheed Avenue
Loveland, Colorado 80538
(970) 622-9792
** The underground utility locates provided by United States Infrastructure Corporation, LLC. are based upon the
best available information at the time of locating. Contractor acknowledges that it is common for underground
facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole
responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any
discrepancies found.
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=2000'
DEVELOPER/APPLICANT SUBSURFACE UTILITY LOCATES**
SITE ENGINEER
SURVEYOR
PROJECT DATUM: NGVD 29 UNADJUSTED (OLD FORT COLLINS DATUM)
BENCHMARK #1:
City of Fort Collins Benchmark 5-01
Southeast corner of Strauss Cabin Rd. and Harmony Road in a street light pole base.
Elevation= 4847.76
BENCHMARK #2:
City of Fort Collins Benchmark 07-07
0.5 miles South of Harmony Rd. and Strauss Cabin Rd., on the West side of Strauss Cabin
Rd. on the Northwest wingwall of the bridge over an irrigation canal on a Larimer County Cap.
Elevation= 4875.97
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED FOR THIS PROJECT.
NAVD88 = NGVD29 UNADJUSTED+ 3.19'
Basis of Bearings
Basis of Bearings is North line of Tract D, Plat of Brookfield, as bearing South 89°29'02" East
(assumed).
PROJECT BENCHMARKS:
SHEET INDEX
CS1 COVER SHEET
CS2 GENERAL AND CONSTRUCTION NOTES
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
GRADING PLAN
U1
G1-G4
OVERALL UTILITY PLAN
SUBDIVISION PLAT (FOR REFERENCE ONLY)
BROOKFIELD SECOND REPLAT
LOTS 1-12, TRACT E AND A PORTION OF TRACT D, PLAT OF BROOKFIELD, LOCATED IN THE NORTHEAST
QUARTER OF SECTION 4, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DR1 DRAINAGE EXHIBIT
SS1 SANITARY SEWER LINE A PLAN AND PROFILES
D1-D3 UTILITY DETAILS
D4-D5 DRAINAGE DETAILS
D6-D7 SITE DETAILS
EC2-EC3 EROSION CONTROL DETAILS
HC1-HC3 HORIZONTAL CONTROL PLAN
PV1 PAVEMENT PLAN
SG1 SUBGRADE PLAN
EC1 EROSION CONTROL PLAN
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
ST1
ST2
SU1 SUBSURFACE PLAN
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.
TYPICAL SECTIONS
STORM DRAIN LINE A & A4 PLAN AND PROFILES
STORM DRAIN LINE A2, & A2-2 PLAN AND PROFILES
R1-R2 BROOKFIELD DRIVE PLAN AND PROFILES
R3 LE FEVER DRIVE PLAN AND PROFILES
R4 NORTHERN LIGHTS DRIVE PLAN AND PROFILES
ST3 STORM DRAIN LINE A3, A5 & A5-1 PLAN AND PROFILES
INT1 INTERSECTION DETAILS
D8-D9 LOW IMPACT DEVELOPMENT DETAILS