HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - DOCUMENT MARKUPS - ROUND 2 - STORMWATER-RELATED DOCUMENTSVAULT
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FOEAST TRILBY ROAD
ZIEGLER ROADD
H2OHYD
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
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SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
SANITARY SEWER A(E) (PRIVATE)
SEE SHEET SS2
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
STRM MH A1 (6' Ø)
CONNECT TO EXISTING 36" PIPE
STA 10+00.00
N: 100441.98
E: 210129.88
STRM MH A2 (6' Ø)
STA 11+06.79
N: 100444.34
E: 210236.64
DRAIN BASIN A3 (18'' Ø)
STA 11+45.45
N: 100444.56
E: 210275.30
DRAIN BASIN A4 (18'' Ø)
STA 11+78.12
N: 100442.04
E: 210307.88
INLET A5
STA 12+08.47
N: 100441.58
E: 210338.22
INLET A7
STA 12+53.54
N: 100440.90
E: 210383.29
INLET A8
STA 12+72.75
N: 100440.97
E: 210402.50
INLET A9
STA 12+93.58
N: 100441.05
E: 210423.33
INLET A10
STA 13+24.14
N: 100441.16
E: 210453.89
INLET A18
STA 16+08.69
N: 100279.60
E: 210611.15
INLET A11
STA 13+52.95
N: 100441.27
E: 210482.69
INLET A17
STA 15+91.27
N: 100297.02
E: 210611.26
INLET A12
STA 13+79.42
N: 100441.37
E: 210509.16
INLET A16
STA 15+69.24
N: 100319.05
E: 210611.34
INLET A15
STA 15+38.47
N: 100349.82
E: 210611.50
DRAIN BASIN A14 (12'' Ø)
STA 14+98.93
N: 100389.36
E: 210611.69
DRAIN BASIN A13 (18'' Ø)
STA 14+10.50
N: 100441.48
E: 210540.25106.79 LF 36" HDPE @ 0.21%
38.66 LF
18" HDPE
@ 0.18%
30.56 LF
18" HDPE
@ 0.18%
8
8
.
4
3
L
F
1
0
"
H
D
P
E
@
0
.
2
4
%
39.54 LF
10" HDPE
@ 0.24%
30.34 LF
18" HDPE
@ 0.18%
20.28 LF
18" HDPE
@ 0.18%
19.21 LF
18" HDPE
@ 0.18%
20.83 LF
18" HDPE
@ 0.18%
28.81 LF
18" HDPE
@ 0.18%
26.47 LF
18" HDPE
@ 0.18%
31.08 LF
18" HDPE
@ 0.18%
30.77 LF
10" HDPE
@ 0.24%
22.04 LF
8" HDPE
@ 0.60%
17.42 LF
8" HDPE
@ 0.60%
32.67 LF
18" HDPE
@ 0.18%
EXISTING
36" RCP
@ 0.59%
WATER LINE A
SEE SHEET OU1
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
24'
-
27' UTILITY
EASEMENT
UTILITY
EASEMENT,
WIDTH VARIES
STREET A
STORM DRAIN A2-2
SEE SHEET ST4
TRACT A
PA, EA, D, & UE
TRACT B
PA, EA, & DE
INLET A6
STA 12+28.75
N: 100441.27
E: 210358.50
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
106.79 LF
36" HDPE
@ 0.21%38.66 LF
18" HDPE
@ 0.18%
32.67 LF
18" HDPE
@ 0.18%
30.34 LF
18" HDPE
@ 0.18%
20.28 LF
18" HDPE
@ 0.18%
19.21 LF
18" HDPE
@ 0.18%20.83 LF
18" HDPE
@ 0.18%
30.56 LF
18" HDPE
@ 0.18%
28.81 LF
18" HDPE
@ 0.18%
26.47 LF
18" HDPE
@ 0.18%
31.08 LF
18" HDPE
@ 0.18%
88.43 LF 10" HDPE @ 0.24%
39.54 LF
10" HDPE
@ 0.24%
30.77 LF
10" HDPE
@ 0.24%
22.04 LF
8" HDPE
@ 0.60%
17.42 LF
8" HDPE
@ 0.60%
EXISTING
36" RCP
@ 0.59%
PROPOSED GROUND
EXISTING GROUND
8" PVC WATER
STA.=10+92.02
TOP=4915.71
18"
100-Yr HGLSTRM MH A1 (6' Ø)STA 10+00.00RIM 4925.5±INV. IN 4917.24 (E)INV. IN 4919.57 (S)INV. OUT 4917.24 (W)STRM MH A2 (6' Ø)STA 11+06.79RIM 4925.4±INV. IN 4917.77 (E)INV. IN 4917.77 (S)INV. OUT 4917.47 (W)DRAIN BASIN A3 (18'' Ø)STA 11+45.45FL. EL 4924.7±INV. IN 4917.84 (E)INV. OUT 4917.84 (W)DRAIN BASIN A4 (18'' Ø)STA 11+78.12FL. EL 4924.3±INV. IN 4917.90 (E)INV. OUT 4917.90 (W)INLET A58" RISER WITHINSERTA TEE 8" INTO 18"STA 12+08.47FL. EL 4924.1±INV. IN 4917.96 (E)INV. OUT 4917.96 (W)INLET A78" RISER WITHINSERTA TEE 8" INTO 18"STA 12+53.54FL. EL 4923.7±INV. IN 4918.04 (E)INV. OUT 4918.04 (W)INLET A88" RISER WITHINSERTA TEE 8" INTO 18"STA 12+72.75FL. EL 4923.5±INV. IN 4918.08 (E)INV. OUT 4918.08 (W)INLET A98" RISER WITHINSERTA TEE 8" INTO 18"STA 12+93.58FL. EL 4923.2±INV. IN 4918.11 (E)INV. OUT 4918.11 (W)INLET A108" RISER WITHINSERTA TEE 8" INTO 18"STA 13+24.14FL. EL 4922.8±INV. IN 4918.17 (E)INV. OUT 4918.17 (W)INLET A118" RISER WITHINSERTA TEE 8" INTO 18"STA 13+52.95FL. EL 4922.5±INV. IN 4918.22 (E)INV. OUT 4918.22 (W)INLET A128" RISER WITHINSERTA TEE 8" INTO 18"STA 13+79.42FL. EL 4922.2±INV. IN 4918.27 (E)INV. OUT 4918.27 (W)DRAIN BASIN A13 (18'' Ø)STA 14+10.50FL. EL 4920.9±INV. IN 4918.99 (SE)INV. OUT 4918.33 (W)DRAIN BASIN A14 (12'' Ø)STA 14+98.93FL. EL 4921.3±INV. IN 4919.21 (S)INV. OUT 4919.21 (NW)INLET A158" RISER & TEE 10"x 8"STA 15+38.47FL. EL 4922.2±INV. IN 4919.30 (S)INV. OUT 4919.30 (N)INLET A168" RISER, TEE 10"x 8" &REDUCER 10"x 8"STA 15+69.24FL. EL 4922.4±INV. IN 4919.46 (S)INV. OUT 4919.37 (N)INLET A178" RISER & TEE 8"x 8"STA 15+91.27FL. EL 4922.7±INV. IN 4919.59 (S)INV. OUT 4919.59 (N)INLET A68" RISER WITHINSERTA TEE 8" INTO 18"STA 12+28.75FL. EL 4923.9±INV. IN 4917.99 (E)INV. OUT 4917.99 (W)INLET A18STA 16+08.69FL. EL 4922.8±INV. OUT 4919.69 (N)24.79 LF
18" HDPE
@ 0.18%
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
ST1 PLAN & PROFILESTORM DRAIN A8
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:
STORM DRAIN A
KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
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 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.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.FOR INLET SCHEDULE SEE DETAIL SHEET D8
PROPOSED RIGHT OF WAY
ST1
ST4
ST3
ST2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)-1
SEE THIS SHEET
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
STRM MH A1 (6' Ø)
STA 10+00.00
N: 100441.98
E: 210129.88
24.29 LF
8" HDPE
@ 1.00%
DRAIN BASIN A(S)-1 (10'' Ø)
STA 10+24.29
N: 100417.69
E: 210129.88
14.19 LF
8" HDPE
@ 1.00%
INLINE DRAIN A(S)-2
STA 10+38.47
N: 100403.51
E: 210129.8822.63 LF
8" HDPE
@ 1.00%
INLINE DRAIN A(S)-3
STA 10+61.11
N: 100380.87
E: 210129.88
WATER LINE A
SEE SHEET OU1BUILDING 1
BUILDING 6
INLINE DRAIN A(S)-4
STA 10+85.35
N: 100356.63
E: 210129.88 STREET A20' UTILITY
EASEMENT
24'
-
STORM DRAIN A2-2
SEE SHEET ST4
TRACT A
PA, EA, D, & UE
24.24 LF
8" HDPE
@ 1.00%
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 11+50STRM MH A1 (6' Ø)STA 10+00.00FL. EL 4925.5±INV. IN 4917.24 (E)INV. IN 4919.57 (S)INV. OUT 4917.24 (W)24.29 LF
8" HDPE
@ 1.00%DRAIN BASIN A(S)-1 (10'' Ø)STA 10+24.29FL. EL 4924.6±INV. IN 4919.91 (S)INV. IN 4919.92 (W)INV. OUT 4919.82 (N)14.19 LF
8" HDPE
@ 1.00%INLINE DRAIN A(S)-2 (10" x8"),8" RISER & TEE 8"x 8"STA 10+38.47FL. EL 4924.5±INV. IN 4920.05 (S)INV. OUT 4920.05 (N)22.63 LF
8" HDPE
@ 1.00%INLINE DRAIN A(S)-3 (10" x8"),8" RISER & TEE 8"x 8"STA 10+61.11FL. EL 4924.5±INV. IN 4920.28 (S)INV. OUT 4920.28 (N)PROPOSED GROUND INLINE DRAIN A(S)-4 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+85.35FL. EL 4925.3±INV. OUT 4920.52 (N)24.24 LF
8" HDPE
@ 1.00%
100-YEAR HGL
EXISTING GROUND
S
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H2OHYD GGGGGGEE
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ELEC
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SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE THIS SHEET
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
19.57 LF
8" HDPE
@ 1.00%
INLINE DRAIN A(S)-1.1
STA 10+19.57
N: 100417.69
E: 210110.31
DRAIN BASIN A(S)-1 (10'' Ø)
STA 10+00.00
N: 100417.69
E: 210129.88
WATER LINE A
SEE SHEET OU1BUILDING 1
BUILDING 6STREET A20' UTILITY
EASEMENT
24'
-
STORM DRAIN A2-2
SEE SHEET ST4
TRACT A
PA, EA, D, & UE
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00INLINE DRAIN A(S)-1.1 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+19.57FL. EL 4923.8±INV. OUT 4920.11 (E)19.57 LF
8" HDPE
@ 1.00%DRAIN BASIN A(S)-1 (10'' Ø)STA 10+24.29FL. EL 4924.6±INV. IN 4919.91 (S)INV. IN 4919.92 (W)INV. OUT 4919.82 (N)PROPOSED GROUND
EXISTING GROUND
100-YEAR HGL
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
ST2 PLAN & PROFILESTORM DRAIN A(S) & A(S)-19
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:
STORM DRAIN A(S)
KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
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 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.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.FOR INLET SCHEDULE SEE DETAIL SHEET D8
PROPOSED RIGHT OF WAY
STORM DRAIN A(S)-1
PROFILE SCALE:
ST2 ST1
ST4
ST3
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
VAULT
F.O.
D
S FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
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FO
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FOEAST TRILBY ROAD
ZIEGLER ROADD
H2OHYD
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEEEEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
EEEE E E E E E
E
EEET
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DRAIN BASIN A2-3 (24'' Ø)
STA 11+88.73
N: 100255.61
E: 210236.63
DRAIN BASIN A2-4 (24'' Ø)
STA 12+63.72
N: 100212.12
E: 210297.71
INLET A2-2
STA 11+33.77
N: 100310.57
E: 210236.63
STRM MH A2 (6' Ø)
STA 10+00.00
N: 100444.34
E: 210236.64
INLET A2-1
STA 10+84.87
N: 100359.47
E: 210236.63
DRAIN BASIN A2-5 (24'' Ø)
STA 13+68.42
N: 100211.70
E: 210402.42
INLET A2-6
STA 14+72.06
N: 100211.78
E: 210506.06
84.87 LF
24" HDPE
@ 0.29%
54.96 LF
18" HDPE
@ 0.30%
74.99 LF
18" HDPE
@ 0.30%
104.71 LF
18" HDPE
@ 0.30%
103.64 LF
18" HDPE
@ 0.30%
SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-2
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
WATER LINE A
SEE SHEET OU1
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6 24'
-
27' UTILITY
EASEMENT
48.90 LF
24" HDPE
@ 0.30%
STORM DRAIN A2-5.1
SEE SHEET ST4
59.49 LF
18" HDPE
@ 0.30%
INLET A2-7
STA 15+31.55
N: 100232.08
E: 210561.98
TRACT B
PA, EA, & DE
TRACT A
PA, EA, D, & UE
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
84.87 LF
24" HDPE
@ 0.29%STRM MH A2 (6' Ø)STA 10+00.00RIM 4925.4±INV. IN 4917.77 (E)INV. IN 4917.77 (S)INV. OUT 4917.47 (W)48.90 LF
24" HDPE
@ 0.30%INLET A2-2STA 11+33.77FL. EL 4923.3±INV. IN 4918.37 (S)INV. IN 4919.20 (W)INV. OUT 4918.26 (N)54.96 LF
18" HDPE
@ 0.30%DRAIN BASIN A2-3 (24'' Ø)STA 11+88.73FL. EL 4926.1±INV. IN 4918.64 (SE)INV. OUT 4918.54 (N)74.99 LF
18" HDPE
@ 0.30%DRAIN BASIN A2-4 (24'' Ø)STA 12+63.72FL. EL 4924.3±INV. IN 4918.96 (E)INV. OUT 4918.86 (NW)104.71 LF
18" HDPE
@ 0.30%DRAIN BASIN A2-5 (24'' Ø)STA 13+68.42FL. EL 4924.1±INV. IN 4919.37 (E)INV. IN 4920.04 (N)INV. OUT 4919.27 (W)103.64 LF
18" HDPE
@ 0.30%INLET A2-6STA 14+72.06FL. EL 4924.3±INV. IN 4919.79 (E)INV. OUT 4919.69 (W)PROPOSED GROUND
EXISTING GROUND INLET A2-1STA 10+84.87FL. EL 4924.2±INV. IN 4918.11 (S)INV. OUT 4918.01 (N)8" PVC WATER
STA.=11+00.79
TOP=4916.53
6" PVC SANITARY
STA.=11+19.48
INV.=4916.08
18"
59.49 LF
18" HDPE
@ 0.30%INLET A2-7STA 15+31.55FL. EL 4923.7±INV. OUT 4919.97 (W)100-YEAR HGL
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
ST3 PLAN & PROFILESTORM DRAIN A210
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
ST3
PROFILE SCALE:
STORM DRAIN A2
KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
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 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.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.FOR INLET SCHEDULE SEE DETAIL SHEET D8
PROPOSED RIGHT OF WAY
ST2 ST1
ST4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R