HomeMy WebLinkAboutSite Certifications - 05/04/2022Wes Lamarque
5/4/2022
8''SS8''SS8''SS8''SS
8''SS8''SS8''SS
M
M
M
M
UE
UE
51
51
51
51
4950
4950
4950
51
48
48
49
4950
4950
49
51
51
52
52
49
4952
4953
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''W
8''W
8''W
8''W
8''W
8''W
8''W
60''RCP 242.23LF @ 0.40%
54''RCP
30.44 LF
@ 0.52%
54''RCP
39.87 LF
@ 0.52%
54''RCP 159.84 LF @ 0.52%
54''RCP
30.57 LF
@ 0.52%
48''RCP 216.69 LF @ 0.52%
48''RCP
30.78 LF
@ 0.52%
42''RCP 216.70 LF @ 0.52%
42''RCP
29.67 LF
@ 0.52%
42''RCP
18.79 LF
@ 0.52%
BI
P
L
A
N
E
S
T
R
E
E
T
LOT 2
LOT 3
LOT 4
LOT 7
LOT 6
LOT 5
LOT 1
LOT 2
LOT 3 LOT 29
LOT 30
LOT 31
LOT 2
LOT 3
LOT 4 LOT 5
LOT 6
LOT 7
LO
T
1
LOT 2
LOT 3
LOT 4 LOT 19
LOT 20
LOT 21
LO
T
2
2
LOT 1
LOT 2
LOT 3 LOT 10
LOT 11
LO
T
1
2
LOT 3
LO
T
4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 10
LOT 11
LOT 12
LOT 13
TRACT S
TR
A
C
T
R
TRACT P
TRACT Q
BLOCK 20
BLO CK 21
BLOCK 19
BLOCK 18
BLOCK 17
BLOCK 15
BLO CK 16
BA
R
N
S
T
O
R
M
E
R
S
T
R
E
E
T
CO
L
E
M
A
N
S
T
R
E
E
T
SU
P
E
R
C
U
B
L
A
N
E
INLET D16
STA=208+69.85
12'Quad Type 16 Combo Inlet
N:19605.1648
E:11883.8822
INLET D14
STA=206+16.90
15'Type 16 Combo Inlet
N:19353.2010
E:11876.6808
INLET D15
STA=206+50.25
15'Type 16 Combo Inlet
N:19386.0005
E:11882.8570
INLET D12
STA=203+64.66
12'Quad Type 16 Combo Inlet
N:19101.2091
E:11874.6391INLETD13
STA=203+97.78
15'Type 16 Combo Inlet
N:19134.0414
E:11874.8083
SDMH D11
STA=202+03.57
8'Ø Flat Top MH
N:18940.1207
E:11873.8417
INLET D9
STA=201+29.44
12'Quad Type 16 Combo Inlet
N:18881.2069
E:11835.5778
INLET D10
STA=201+61.91
12'Quad Type 16 Combo Inlet
N:18913.8196
E:11840.0355
FES D18
STA=209+21.66
42"FES
N:19657.1142
E:11878.1555
SANITARY LINE 1-14
SEE SHEET SS27
SANITARY LINE 1-15A
SEE SHEET SS30
SANITARY LINE 1-16
SEE SHEET SS31
SANITARY LINE 1-17A
SEE SHEET SS33
12"WATER LINE
SEE SHEET WT03
200+00
201+00
202+00
203+00204+00205+00206+00
207+00208+00
209+00
INLET D17
STA=209+01.62
9'Triple Type 16 Combo Inlet
N:19637.1219
E:11876.7130
4925
4930
4935
4940
4945
4950
4955
4925
4930
4935
4940
4945
4950
4955
200+00201+00202+00203+00204+00205+00206+00207+00208+00209+00210+00
18
"
M
I
N
.
18
"
M
I
N
.
18
"
M
I
N
.
60''RCP
242.23 LF
@ 0.40%
ST
A
=
2
0
1
+
2
9
.
4
4
IN
L
E
T
D
9
12
'
Q
U
A
D
T
Y
P
E
1
6
C
O
M
B
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I
N
L
E
T
TB
C
=
4
9
4
7
.
9
2
IN
V
I
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(
5
4
"
N
)
=
4
9
3
6
.
4
9
IN
V
O
U
T
(
6
0
"
S
)
=
4
9
3
5
.
9
9
DE
P
T
H
=
1
1
.
9
3
54''RCP
30.44 LF
@ 0.52%
ST
A
=
2
0
1
+
6
1
.
9
1
IN
L
E
T
D
1
0
12
'
Q
U
A
D
T
Y
P
E
1
6
C
O
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B
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L
E
T
TB
C
=
4
9
4
7
.
9
2
IN
V
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(
5
4
"
N
E
)
=
4
9
3
6
.
6
5
IN
V
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(
5
4
"
S
)
=
4
9
3
6
.
6
5
DE
P
T
H
=
1
1
.
2
8
54''RCP
39.87 LF
@ 0.52%
ST
A
=
2
0
2
+
0
3
.
5
7
SD
M
H
D
1
1
8'
Ø
F
L
A
T
T
O
P
M
H
RI
M
=
4
9
4
8
.
9
6
IN
V
I
N
(
5
4
"
N
)
=
4
9
3
6
.
8
6
IN
V
O
U
T
(
5
4
"
S
W
)
=
4
9
3
6
.
8
6
DE
P
T
H
=
1
2
.
1
1
54''RCP
159.84 LF
@ 0.52%
ST
A
=
2
0
3
+
6
4
.
6
6
IN
L
E
T
D
1
2
12
'
Q
U
A
D
T
Y
P
E
1
6
C
O
M
B
O
I
N
L
E
T
TB
C
=
4
9
4
9
.
6
7
IN
V
I
N
(
5
4
"
N
)
=
4
9
3
7
.
6
9
IN
V
O
U
T
(
5
4
"
S
)
=
4
9
3
7
.
6
9
DE
P
T
H
=
1
1
.
9
9
54''RCP
30.57 LF
@ 0.52%
ST
A
=
2
0
3
+
9
7
.
7
8
IN
L
E
T
D
1
3
15
'
T
Y
P
E
1
6
C
O
M
B
O
I
N
L
E
T
RI
M
=
4
9
4
9
.
6
7
IN
V
I
N
(
4
8
"
N
)
=
4
9
3
8
.
3
5
IN
V
O
U
T
(
5
4
"
S
)
=
4
9
3
7
.
8
5
DE
P
T
H
=
1
1
.
8
3
48''RCP
216.69 LF
@ 0.52%
ST
A
=
2
0
6
+
1
6
.
9
0
IN
L
E
T
D
1
4
15
'
T
Y
P
E
1
6
C
O
M
B
O
I
N
L
E
T
TB
C
=
4
9
5
0
.
4
2
IN
V
I
N
(
4
8
"
N
)
=
4
9
3
9
.
4
7
IN
V
O
U
T
(
4
8
"
S
)
=
4
9
3
9
.
4
7
DE
P
T
H
=
1
0
.
9
5
48''RCP
30.78 LF
@ 0.52%
ST
A
=
2
0
6
+
5
0
.
2
5
IN
L
E
T
D
1
5
15
'
T
Y
P
E
1
6
C
O
M
B
O
I
N
L
E
T
TB
C
=
4
9
5
0
.
4
1
IN
V
I
N
(
4
2
"
N
)
=
4
9
4
0
.
1
3
IN
V
O
U
T
(
4
8
"
S
)
=
4
9
3
9
.
6
3
DE
P
T
H
=
1
0
.
7
7
42''RCP
216.70 LF
@ 0.52%
ST
A
=
2
0
8
+
6
9
.
8
5
IN
L
E
T
D
1
6
12
'
Q
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A
D
T
Y
P
E
1
6
C
O
M
B
O
I
N
L
E
T
TB
C
=
4
9
5
0
.
9
2
IN
V
I
N
(
4
2
"
N
)
=
4
9
4
1
.
2
6
IN
V
O
U
T
(
4
2
"
S
)
=
4
9
4
1
.
2
6
DE
P
T
H
=
9
.
6
6
42''RCP
29.67 LF
@ 0.52%
ST
A
=
2
0
9
+
0
1
.
6
2
IN
L
E
T
D
1
7
9'
T
R
I
P
L
E
T
Y
P
E
1
6
C
O
M
B
O
I
N
L
E
T
TB
C
=
4
9
5
1
.
0
3
IN
V
I
N
(
4
2
"
N
)
=
4
9
4
1
.
4
1
IN
V
O
U
T
(
4
2
"
S
)
=
4
9
4
1
.
4
1
DE
P
T
H
=
9
.
6
1
42''RCP
18.79 LF
@ 0.52%
ST
A
=
2
0
9
+
2
1
.
6
6
FE
S
D
1
8
42
"
F
E
S
IN
V
O
U
T
(
4
2
"
S
)
=
4
9
4
1
.
5
1
PROPOSED
GRADE
EXISTING GRADE
STA=201+44.85
INV=4933.36
8"SANITARY CROSSING
STA=201+56.00
TOP=4934.58
8"WATER CROSSING
STA=203+91.31
TOP=4935.79
8"WATER CROSSING
STA=203+81.22
INV=4934.95
8"SANITARY CROSSING
STA=206+33.59
INV=4935.06
8"SANITARY CROSSING
STA=208+85.98
INV=4937.23
8"SANITARY CROSSING
STA=208+96.07
TOP=4939.52
12"WATER CROSSING
STA=206+43.75
TOP=4937.52
12"WATER CROSSING
HGL
HGL HGL HGL HGL
HGL HGL HGL HGL HGL
HGL HGL HGL
HGL HGL
100 yr HGL
CONCRETE
CUT-OFF
WALL
18"
MIN.
SD12
JEP
CMG
Date Issue /Description#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY,AND MAY NOT BE DUPLICATED,
DISCLOSED,OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT.COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E.15th Street,Suite 202
Loveland,CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015.Galloway &Company,Inc.All Rights Reserved
Init.
EA
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OF 188 SHEETS
SH EET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
12.05.16
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath,CO 80547
970.674.1109
AB 07.29.2021 Sanitary,Water,Storm As Built JEP
1 05/24/18 Updates per Filing 3 JEP
2 03.30.22 Minor Amendment JEP
3 04.25.22 Minor Amendment JEP
4 04.25.22 Minor Amendment JEP
KEYMAP
STA:
SCALE:H:1"=V:1"=
toSTORMDRAIND200+00.00 209+34.64
50 5
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
:
ST
A
:
SD
1
1
20
0
+
0
0
.
0
0
SD12
SD11
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
R
DateCityEngineer
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
LEGEND:
NOTES:
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES,PUBLIC OR PRIVATE,WHETHER SHOWN ON THE PLANS OR NOT,PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
2.JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH FLEXIBLE JOINT SEAL COMPOUND PER
THE PIPE MANUFACTURER STANDARDS AND AS APPROVED BY CITY INSPECTOR.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES.LAYING
LENGTH INCLUDES FLARED END SECTIONS.
4.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.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE PER CITY STANDARD DETAIL D-3.CONTRACTOR SHALLVERIFY THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR INSTALLATION (i.e.,WITHIN PRE-CASTER'S TOLERANCES,ETC.).
7.SEE DETAILS FOR RIPRAP PAD SIZING.
8.PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE.
9.MANHOLES SHALL BE SHAPED UNLESS OTHERWISE NOTED.
10.SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY.SEE SHEET SS01-SS35 FOR FINAL
ELEVATIONS.
11.WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY.THE CONTRACTOR SHALL VERIFY THAT 18"
VERTICAL SEPARATION IS MAINTAINED BETWEEN WATER LINE AND STORM PER ELCO STANDARD DETAILS.
12.SEE SHEETS EX01-EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
13.ALL STORM MANHOLE LIDS TO BE ROTATED OUT OF CURB AND GUTTER,CROSSPANS AND SIDEWALKS.
14.MANHOLE RIM ELEVATION ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE IN PAVED AREAS.
15.SEE SHEET DT07 FOR HEADWALL DETAILS AND SHEET GR05 FOR SPOT ELEVATIONS OF HEADWALL.
16.THE NATURAL HABITAT BUFFER ZONE SHALL BE MAINTAINED AS A NATIVE LANDSCAPE PER THE
APPROVED LANDSCAPE PLAN.
S
PROPOSED STORM INLET
EASEMENT LINE
PROPOSED LOTLINE
PROPOSED RIGHT-OF-WAY
PROPERTY BOUNDARY
PROPOSED CURB &GUTTER
EXISTING GAS
EXISTING OVER-HEAD ELECTRIC
PROPOSED FIBER OPTIC
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED FIRE HYDRANT
PROPOSED RESIDETIAL SERVICE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING WATER MAIN
PROPOSED WATER MAIN W 8"
SS SSSS8"
4900
4900
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED WATER LINE LOWERING
(IN FEET )
1 inch =ft.
050 50
50
100 150
1 03/29/17 Utility and Plan Revisions JEP
2 05/24/18 Updates per Filing 3 JEP
49
4
1
.
4
5
49
4
1
.
3
8
49
5
0
.
9
6
9.
5
8
49
4
1
.
2
3
49
4
1
.
1
4
9.
4
6
49
5
0
.
6
0
SD
M
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B
1
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49
4
1
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6
1
49
5
0
.
2
1
49
4
0
.
1
4
49
3
9
.
6
7
10
.
5
4
49
5
0
.
1
9
49
3
9
.
4
6
49
3
9
.
2
6
13
.
8
8
AB 04/21/22 Storm As-Built Phase 7B JEP
MANHOLE BUILT WITH EAST RIDGE 3RD FILING
49
3
8
.
2
8
49
3
8
.
1
0
49
3
7
.
8
9
49
3
7
.
6
0
28.69LF
@ 0.73%
49
3
6
.
7
8
49
3
6
.
7
3
49
4
8
.
9
3
49
3
6
.
5
8
49
3
6
.
5
3
28.69LF
0.73%
163.31 LF @ 0.43 %
242.2 LF @ 0.43 %
242.2 LF
@ 0.43 %
38.71 LF
0.38 %
49
3
6
.
3
8
49
3
6
.
2
8
±4
9
4
8
.
0
±4
9
4
8
.
0
28.62 LF
@ 0.52 %
38.71 LF
@ 0.38 %
163.31 LF
@ 0.50 %
±4
9
4
9
.
9
±4
9
4
9
.
9
AB7 12/3/2019 DRAWING OF RECORD JEP
0.80%
0.80%
0.47%
0.47%
0.46%
0.46%
0.63%
0.63%
0.45%
0.45%
04.29.2022