U2-CO1 SCALE: 1 = 20' - Prime Construction Group · 0 scale: 1" = 20' 20 mh-f30220117 mh-f30220123...
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STA 701+86.0, 14.50' L CONNECT TO EXIST 4" WM SAMPLE POINT #1 4" x 2" SERVICE CLAMP 2" x 2-1/2" BRASS NIPPLE 2" GATE SCREW VALVE CONST 2" PVC WM EXIST 2" GS WM CUT, PLUG AND REMOVE STA 704+61.0, 26.25' L SAMPLE POINT #52" MJ TEE (2) - 2" GATE SCREW VALVES 1" COPPER SERVICE LINE RELOCATE & RECONNECT EXIST WATER METERS (TYP) STA 703+25.0, 26.83' L INSTALL: 2-2" 45° BENDS 0 SCALE: 1" = 20' 20 1040 2008 U2-CO1 U2-CO2 U2-CO3 U2-C 2" MJ TEE 2" GATE SCREW VALVE 4" x 2" SERVICE CLAMP 2" x 2-1/2" BRASS NIPPLE 2" GATE SCREW VALVE PROP GRADE CONST 2" PVC WM EXIST GRADE DESIGN ENGINEER FLORIDA REGISTRATION No. 57612 WILLIE E. THOMAS, P.E. DRAWING No SHEET OF HOLDEN HEIGHTS COMMUNITY IMPROVEMENTS PHASE IV ORANGE COUNTY PUBLIC UTILITIES ORANGE COUNTY PUBLIC WORKS ORANGE COUNTY, FLORIDA Designed by: Drawn by: Checked by: Approved by: Vertical Datum: Project No: Revision Date Approved Wednesday, July 12, 2017 10:42:21 AM F:\CIVIL\PROJECTS\2010\2010-41 Holden Heights\5.0 Drawings\2010-41 Holden U-16.dwg WET 1988 2010-41 701+00 702+00 703+00 704+00 705+00 706+00 106 104 102 100 98 96 94 92 106 104 102 100 98 96 94 92 MATCH LINE STA 720+00 90 90 FOR CONTINUATION SEE DRAWING U-3 FOR CONTINUATION SEE DRAWING U-3 WOODS AVE UTILITY PLAN AND PROFILE STA 700+00 TO STA 706+00 U-16 76 83 WET JAB GJH JULY 2017 - BID SET
Transcript of U2-CO1 SCALE: 1 = 20' - Prime Construction Group · 0 scale: 1" = 20' 20 mh-f30220117 mh-f30220123...
STA 701+86.0, 14.50' L
CONNECT TO EXIST 4" WM
SAMPLE POINT #1
4" x 2" SERVICE CLAMP
2" x 2-1/2" BRASS NIPPLE
2" GATE SCREW VALVE
CONST 2" PVC WM
EXIST 2" GS WM
CUT, PLUG AND
REMOVE
STA 704+61.0, 26.25' L
SAMPLE POINT #52" MJ TEE
(2) - 2" GATE SCREW VALVES
1" COPPER SERVICE LINE
RELOCATE & RECONNECT
EXIST WATER METERS (TYP)
STA 703+25.0, 26.83' L
INSTALL:
2-2" 45° BENDS
0
SCALE: 1" = 20'
20
10
40
20
08
U2
-C
O1
U2
-C
O2
U2
-C
O3
U2
-C
O4
2" MJ TEE
2" GATE SCREW VALVE
4" x 2" SERVICE CLAMP
2" x 2-1/2" BRASS NIPPLE
2" GATE SCREW VALVE
PROP GRADE
CONST 2" PVC WM
EXIST GRADE
DESIGN ENGINEER
FLORIDA REGISTRATION No.
57612
WILLIE E. THOMAS, P.E.
DRAWING No
SHEET
OF
HOLDEN HEIGHTS
COMMUNITY IMPROVEMENTS
PHASE IV
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA
Designed by:
Drawn by:
Checked by:
Approved by:
Vertical Datum:
Project No:
Revision Date Approved
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1988
2010-41
701+00 702+00 703+00 704+00 705+00 706+00
106
104
102
100
98
96
94
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106
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98
96
94
92
MA
TC
H L
IN
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20
+0
0
90 90
FOR CONTINUATION
SEE DRAWING U-3
FOR CONTINUATION
SEE DRAWING U-3
WOODS AVE UTILITY PLAN AND
PROFILE STA 700+00 TO STA
706+00
U-16
7683
WET
JAB
GJH
JULY 2017 - BID SET
0
SCALE: 1" = 20'
20
MH
-F
30220117
MH
-F
30220123
CONST 8" PVC SAN
SEWER
CONST 8" PVC SAN
SEWER
CM
H
1201
1100
1420
STA 718+13.0, 0.0' L
CONST SAN MH-F30220123
N: 1523652.86
E: 529303.65
1028
U10-C
O2
U10-C
O1
MH-F30220127
CONST 8" PVC SAN
SEWER
STA 717+80.0, 8.0' R
CONST SAN MH-F30220127
N: 1523620.06
E: 529311.65
MH
-F
30220118
SCALE: 1"=20' HORIZ
1"=2' VERT
EXIST 18" CMP
INV = 98.20±
EXIST 24" RCP
INV = 97.49±
PROP 315 LF OF 8" PVC SAN
SEWER @ 0.30% SLOPE
EXIST GRADE
PROP 187.0 LF OF 8" PVC SAN
SEWER @ 0.30% SLOPE
W INV = 96.53
S INV = 96.43
N INV = 97.71
MH-F30220123
STA 718+12.96
RIM EL 101.21
N INV = 95.38
E INV = 95.28
W INV = 95.87
MH-F30220118
STA 306+65.67, 12.5' R
RIM EL 101.34
N & S INV = 96.32
MH-F30220127
STA 717+80, 3.0' R
RIM EL 100.52
PROP 33.2 LF OF 8" PVC
(SDR 26) SAN SEWER @
0.30% SLOPE
DESIGN ENGINEER
FLORIDA REGISTRATION No.
57612
WILLIE E. THOMAS, P.E.
DRAWING No
SHEET
OF
HOLDEN HEIGHTS
COMMUNITY IMPROVEMENTS
PHASE IV
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA
Designed by:
Drawn by:
Checked by:
Approved by:
Vertical Datum:
Project No:
Revision Date Approved
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1988
2010-41
715+00 716+00 717+00 718+00 719+00 720+00714+00
106
104
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92
106
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102
100
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MA
TC
H L
IN
E S
TA
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20
+0
0
90 90
FOR CONTINUATION
SEE DRAWING U-9
FOR CONTINUATION
SEE DRAWING U-10
FOR CONTINUATION
SEE DRAWING U-13
WOODS AVENUE UTILITY PLAN AND
PROFILE STA 714+40 TO STA 720+00
U-17
7783
WET
JAB
GJH
JULY 2017 - BID SET
0
SCALE: 1" = 20'
20
STA 723+30.0. 0.0' L
CONST SAN MH-F30220126
N: 1524169.90
E: 529301.71
INSTALL 6" SAN SEWER
LATERAL w/ PLUG PER
FIGURE A305/DWG D-1 (TYP)
EXIST 8" DI WM
STA 724+68.6, 9.6' L
SAMPLE POINT #19
8" x 2" SERVICE CLAMP
2" x 2-1/2" BRASS NIPPLE
2" GATE SCREW VALVE
EXIST 2" GS WM
CUT, PLUG AND
REMOVE
CONST 2" PVC WM
STA 721+76.6, 10.4' L
SAMPLE POINT #20
2" MJ 90° BEND
(2) - 2" GATE SCREW
VALVES
MH
-F
30220125
MH-F30220126
CONST 8" PVC SAN
SEWER
12
01
1200
1411
1028
U15-C
O3
U15-C
O4
PROVIDE 14' MIN PVC PIPE
SDR 26 CENTERED ON
STORM CROSSING
PROVIDE 14' MIN PVC
PIPE SDR 26 CENTERED
ON STORM CROSSING
SCALE: 1"=20' HORIZ
1"=2' VERT
PROP 176.2 LF OF 8" PVC SAN
SEWER @ 0.30% SLOPE
PROP 153.8 LF OF 8" PVC SAN
SEWER @ 0.30% SLOPE
PROP GRADE
EXIST GRADE
8" x 2" SERVICE CLAMP
2" x 2-1/2" BRASS NIPPLE
2" GATE SCREW VALVE
CONST 2" PVC WM
2" MJ 90° BEND
2" GATE SCREW VALVE
MH-F30220126
STA 723+29.98
RIM EL 105.14
S INV = 99.63
W INV = 98.84
S INV = 98.74
N INV = 99.10
MH-F3022125
STA 721+53.88
RIM EL 105.35
DESIGN ENGINEER
FLORIDA REGISTRATION No.
57612
WILLIE E. THOMAS, P.E.
DRAWING No
SHEET
OF
HOLDEN HEIGHTS
COMMUNITY IMPROVEMENTS
PHASE IV
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA
Designed by:
Drawn by:
Checked by:
Approved by:
Vertical Datum:
Project No:
Revision Date Approved
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8.d
wg
WET
1988
2010-41
721+00 722+00 723+00 724+00 725+00 726+00720+00
106
104
102
100
98
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92
106
104
102
100
98
96
94
92
MA
TC
H L
IN
E S
TA
7
20
+0
0
90 90
FOR CONTINUATION
SEE DRAWING U-15
WOODS AVENUE UTILITY PLAN AND
PROFILE STA 720+00 TO STA 725+00
U-18
7883
WET
JAB
GJH
JULY 2017 - BID SET
