Attachment_4_Delegated_Water_Service_Design_Info.pdf
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- Solicitation number
- 140L0624R0026
About this file
This document package includes construction drawings and plans for the Sloan Canyon Contact Station project. Key details include construction of a visitor center, water and sewer line installation, and pump station upgrades. The project involves the Bureau of Land Management and is located at 2980 Nawghaw Poard in Henderson, Nevada. Construction documents show water and fire water line plans and profiles, a roof drain plan, and booster pump plans. The drawings specify pipe sizes, materials, fittings, valves, hydrants, and other details.
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Text version
W
D
E
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C
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A
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Y
D
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42' WEST TO NEAREST VALVE
183' EAST TO NEAREST VALVE
EX. 16" WATERLINE
27 LF 2" RED BRASS PIPE
88 LF 2" RED BRASS PIPE
4" PVC CASING
2" SERVICE SADDLE AND CORP STOP
UDACS PLATE NO. 3
STA. 0+25.00
N=26674961.03
E=792166.98
1-1/2" WATER METER
UDACS PLATE NO. 3
STA. 0+51.59
N=26674934.44
E=792167.11
264.03 LF 4" C900, R=400.00
BEGIN DEFLECTION
STA. 1+48.92
N=26674837.11
E=792167.58
END DEFLECTION
STA. 4+12.95
N=26674591.43
E=792084.76
155 LF 4" C900 S37°36'10"W
22.5° BEND W/ THRUST BLOCK
STA. 5+68.15
N=26674468.48
E=791990.06
146 LF 4" C900 S15°06'10"W
PUMP STATION
4"X4" TEE
STA. 5+09.44
SEE SHEET C307
PUMP STATION/PRESSURE
TRANSMITTER VAULT
STA. 5+24.61
SEE SHEET C307
SEE SHEET C106 FOR
LAYOUT AND GRADING OF
PUMP STATION
2" BACKFLOW PREVENTION ASSEMBLY
UDACS PLATE NO. 8
STA. 1+40.00
N=26674846.03
E=792167.54
4 LF 4" C900
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
1.2 2%
.5
P V
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T A
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P V
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PVI STA=1+35.00
EL=2772.41
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B
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P V
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P V
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3.59'
(3.5' MIN)
EXISTING GROUND
AT PIPE CENTERLINE
E X
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T I N
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G
R O
U N
D
P R
O P
O S
E
T
O P
F
P
I P
E
PUMP STATION
4"X4" TEE
STA. 5+09.44
SEE SHEET C307
PUMP STATION/PRESSURE
TRANSMITTER VAULT
STA. 5+24.61
SEE SHEET C307
W
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S T
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VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
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SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
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Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
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30 6030
C301
WATER PLAN AND PROFILE
N A
W G
H A
W P
O A
R O
A D
1" HORIZ. = 30'
1" VERT. = 6'
M
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H
L I N
E
S
S
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C mrs Text Box
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Callout WL must also be inside paved access road area
Brian B Highlight
Brian B Callout Minimum curve radius allowed per UDACS 2.07.01 is 1150'
Brian B Callout Show existing R/W limits, ensure proposed water meter is located inside right of way.
Brian B Callout Backflow device needs to be outside of right of way but as close to the meter as possible.
Brian B Callout Revise length, pipe material is correct between meter and backflow
Brian B Highlight
Brian B Callout The water lateral from the main to the meter must be called out as poly wrapped soft copper pipe.
Brian B Highlight
Brian B Callout Specify type of fitting used
Brian B Line
Brian B Line
Brian B Callout Eliminate low point in water line
Brian B Highlight
Brian B Callout Call out 4" x 2" reducer after backflow device
Brian B Pen m
Brian B Pen a
Brian B Callout proposed waterline must be under paver area
Brian B Callout Once your water line is relocated to drive isle it should eliminate the need for the vertical fittings shown in the profile since you will not be crossing a wash. If you do need to use vertical fittings they will need to be mechanically restrained joint fittings. Please provide calcs for all restrained joints and dimension length of overall restraint area in profile.
Brian B Highlight
Brian B Callout Provide construction note that reads:
Begin max 1 degree deflections per UDACS 2.07.01, add begin and end deflection points to profile views.
Brian B Highlight
Brian B Callout Invert
00+8
4" GATE VALVE
STA. 10+19.65
N=26674024.16
E=791926.20
BEGIN DEFLECTION
STA. 7+13.85
N=26674327.81
E=791952.10
175.80 LF 4" C900, R=702.00
END DEFLECTION
STA. 8+89.65
N=26674154.15
E=791927.92
130 LF 4" C900 S00°45'15"W
PUMP STATION/PRESSURE
510 LF 4" C900 S00°45'15"W510 LF 4" C900 S00°45'15"W
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
P V
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EXISTING GROUND
AT PIPE CENTERLINE
E X
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T I N
G
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D
P R
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O S
P
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3.59'
(3.5' MIN)
STA: 10+19.65
TOP: 2796.56
4" GATE VALVE
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A M
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
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Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
PY
RI
GH
T feetscale
30 6030
M
A
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H
L I N
E
S
E
E
T
C
C302
WATER PLAN AND PROFILE
N A
W
G H
A W
P O
A R
O A
D
1" HORIZ. = 30'
1" VERT. = 6'
M A
T C
H L I N
E
S E
E
S
H E
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Highlight
Brian B Callout Since this entire line is considered a water lateral this GV isn't really required and can be removed if you want.
Brian B Callout Invert
Brian B Callout Invert
Brian B Callout Min 1150'
Brian B Highlight
Brian B Highlight
00+14 00+15 00+16 00+17 00+18 00+19 00+20
4" GATE VALVE
STA. 15+29.65
N=26673514.20
E=791919.49
4" GATE VALVE
STA. 20+20.26
N=26673023.63
E=791913.05
BEGIN DEFLECTION
STA. 20+15.26
N=26673028.63
E=791913.10
BEGIN DEFLECTION
486 LF 4" C900 S00°45'15"W
510 LF 4" C900 S00°45'15"W
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
P V
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P V
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EXISTING GROUND
AT PIPE CENTERLINE
E X
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T I N
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D
P R
O P
O S
P
I P
E
3.81'
(3.5' MIN)
STA: 15+29.65
TOP: 2814.17
4" GATE VALVE
STA: 20+20.26
TOP: 2831.15
4" GATE VALVE
SL
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Re vis io n
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A M
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
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GH
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30 6030
S E
E
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H E
M A
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H L I N
E
M A
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H L I N
E
S E
E
S
H E
C303
WATER PLAN AND PROFILE
N
AW
G H
AW
PO
A R O
AD
1" HORIZ. = 30'
1" VERT. = 6'
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Callout Invert
Brian B Callout See previous comment regarding GV's on lateral
Brian B Callout invert
4" GATE VALVE
STA. 25+20.34
N=26672533.74
E=791921.63
234.38 LF 4" C900, R=802.00
END DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
BEGIN DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
236.19 LF 4" C900, R=348.00
END DEFLECTION
STA. 24+90.83
N=26672561.00
E=791932.94
30 LF 4" C900 S22°32'22"W
96 LF 4" C900 S22°32'22"W
BEGIN DEFLECTION
STA. 26+15.85
N=26672445.53
E=791885.02
129.07 LF 4" C900, R=502.00
END DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
BEGIN DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
P V
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EXISTING GROUND
AT PIPE CENTERLINE
E X
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T I N
G
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D
P R
O P
O S
P
I P
E
3.76'
(3.5' MIN)
STA: 25+20.34
TOP: 2851.43
4" GATE VALVE
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Re vis io n
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Pr oj ec t S ta tu s Iss ue D at e
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s\W ate r P lan an d P ro file s.d wg
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:13
A M
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
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30 6030
S E
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C304
WATER PLAN AND PROFILE
N A
W G
H A
W P
O A
R O
A D
1" HORIZ. = 30'
1" VERT. = 6'
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Callout Invert
Brian B Highlight
Brian B Callout Min 1150' radius
Brian B Highlight
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Callout Point of reverse curvature
Brian B Highlight
Brian B Highlight
Brian B Highlight
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Callout See previous comment
Brian B
8 2
00+
00+
00+
+34
4" GATE VALVE
STA. 30+30.69
N=26672054.97
E=791751.59
149.77 LF 4" C900, R=498.00
END DEFLECTION
STA. 28+94.69
N=26672178.19
E=791809.15
136 LF 4" C900 S25°02'20"W
102 LF 4" C900 S25°02'20"W
BEGIN DEFLECTION
STA. 31+32.81
N=26671962.44
E=791708.36
114.70 LF 4" C900, R=352.00
140.21 LF 4" C900, R=498.00
BEGIN DEFLECTION
STA. 32+73.02
N=26671845.38
E=791632.04
END DEFLECTION
STA. 32+73.02
N=26671845.38
E=791632.04
4" GATE VALVE
STA. 34+86.55
N=26671657.05
E=791533.98
END DEFLECTION
STA. 33+87.73
N=26671748.36
E=791571.80
99 LF 4" C900 S22°30'00"W
4 LF 4" C900 S22°30'00"W
22.5° BEND W/ THRUST BLOCK
STA. 34+90.55
N=26671653.36
E=791532.45
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
.1
0.00%
.6
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EXISTING GROUND
AT PIPE CENTERLINE
E X
I S
T I N
G
G
R O
U N
D
P R
O P
O S
P
I P
E
3.91'
(3.5' MIN)
STA: 30+30.69
TOP: 2875.15
4" GATE VALVE
STA: 34+86.55
TOP: 2896.97
4" GATE VALVE
1.83'
STA: 34+54.31
STORM CROSSING
22.5° BEND W/ THRUST BLOCK
STA. 34+90.55
SL
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Ch ec ke d
By T.
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Dr aw n By
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AU
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Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Pr oj ec t S ta tu s Iss ue D at e
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A M
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
PY
RI
GH
T feetscale
30 6030
S E
E
S
H E
M A
T C
H L I N
E
C305
WATER PLAN AND PROFILE
N
A
W
G
H
A
A
D
M
A
T
C
H
L
I
N
E
S
E
1" HORIZ. = 30'
1" VERT. = 6'
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Callout Invert
Brian B Highlight
Brian B Highlight
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Callout Point of reverse curvature
Brian B Highlight
Brian B Highlight
Brian B Callout See previous comment
Brian B Callout Provide pipe size and material information, invert elevation and top of water line elevation at crossing
Brian B Highlight
Brian B
S
L O
N
N
Y
T
I O
N
A
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C
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S
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A
P
P
R
O
X
I M
A
T
E
.8
CONNECT TO BUILDING PLUMBING
FIRE SUPPRESSION SYSTEM
SEE SHEET C308
4" GATE VALVE
STA. 37+64.21
N=26671383.26
E=791569.26
96 LF 4" C900 S01°33'57"E
BEGIN DEFLECTION
STA. 35+86.49
N=26671557.46
E=791535.07
105.26 LF 4" C900, R=730.92
END DEFLECTION
STA. 36+91.74
N=26671453.71
E=791552.28
73 LF 4" C900 S13°32'41"E
59 LF 2" C900 S13°32'41"E
35+00 36+00 37+00 38+00 38+50
.2
0.00%
P V
I
S
T A
E L
P V
I
S
T A
E L
EXISTING GROUND
AT PIPE CENTERLINE
E X
I S
T I N
G
G
R O
U N
D
P R
O P
O S
P
I P
E
3.50'
(3.5' MIN)
STA: 37+64.21
TOP: 2910.97
4" GATE VALVE
2.96'
STA: 37+29.67
SAN CROSSING
STA: 38+11.03
ROOF DRAIN
CROSSING
1.74'
P V
I
S
T A
E L
P V
I
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T A
E L
P V
I
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T A
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.3
P V
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S
T A
E L
P V
I
S
T A
E L
BEGIN
VERTICAL
DEFLECTION
POINT OF
COMPOUND
CURVE
END
VERTICAL
DEFLECTION
STA: 37+56.78
FIRE SERVICE CROSSING
1.30'
STA: 38+12.47
2" COPPER WATERLINE
CROSSING
SL
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s\W ate r P lan an d P ro file s.d wg
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:13
A M
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
PY
RI
GH
T feetscale
30 6030
C306
WATER PLAN AND PROFILE
N
A
W
G
H
A
D
M
A
T
C
H
L
I N
E
S
E
1" HORIZ. = 30'
1" VERT. = 6'
mrs Highlight
FIRE SUPPRESSION SYSTEM
mrs Highlight mrs Highlight mrs Highlight mrs Highlight
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Callout Invert
Brian B Highlight
Brian B Callout Per UDACS? Specify degree of deflection
Brian B Highlight
Brian B Highlight
Brian B Highlight
Brian B Callout Specify pipe material, pipe sizes, top of pipe and invert elevations at each crossing
Brian B Callout Ensure this text is not covering text for hydrant
Brian B Highlight
WELL CAP
HOLD DOWN/
LIFT OUT
UPPER CASE
INLET GATE VALVE
WITH VALVE BOX
INLINE CHECK VALVE
SUBMERSIBLE PUMP
SUBMERSIBLE MOTOR
RESERVOIR TANK
DISCHARGE GATE
VALVE WITH VALVE BOX
24"x54"x6" CONCRETE
PAD OVER GATE VALVE
SEALED 1-1/4" CONDUIT TO
PUMP CONTROL PANEL
NOTES:
1 ROUTE CONDUIT FROM BOOSTER CAN BACK TO CONTROL PANEL.
TERMINATE THE OPEN AIR RATED WIRE BACK TO THE CONTROL PANEL
2 FIELD WIRING IS REQUIRED TO BE COMPLETE SUBMERGED WIRE
SPLICE LOCATED IN THE WET TANK BELOW THE SPOOL.
TYPICAL SECTION - PITLESS BOOSTER PUMP TYPICAL PRESSURE TRANSMITTER VAULT DETAIL
TAPPING SADDLE
" FNPT VALVE
" FNPT TEE
" MNPT HOSE BIB
" PRESSURE GAUGE
PRESSURE
TRANSDUCER
PRECAST MANHOLE
SUCTION DISCHARGE
PRESSURE
TRANSDUCER PIPING
CONDUIT TO CONTROL
PANEL
3.0'
2.5' 2.0'
3.0'
12"
3.5'
TANK LENGTH
E
L
W W W W W W W W W W W W W W W W
T-DUCTT-DUCTT-DUCTT-DUCT
W W
P
P
PUMP STATION CONTROL PANEL
5'X4'X6" CONCRETE PAD (3,500 PSI MIN.)
CONTRACTOR TO SIZE PAD TO MANUFACTURER'S RECOMMENDATIONS
2.50'
3.00' 2.50' 2.00' 3.00'
4"x4"x4" TEE (TYP.)
SUCTION PRESSURE
TRANSDUCER CONNECTION
AND PIPING
4" 90° BEND (TYP.)
4" GATE VALVE (TYP.)
24"x54"x6" CONCRETE PAD (3,500 PSI MIN.)
OVER GATE VALVE (TYP.)
PITLESS BOOSTER PUMP (TYP.)
SEE DETAIL BELOW
PRESSURE TRANSMITTER VAULT
SEE DETAIL BELOW
ALL PIPING SHOWN HERE
SHALL BE 4" C900 PVC
SEE SHEET C106 FOR LAYOUT AND
GRADING OF PUMP STATION
SL
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s\B oo ste r P um p P lan .dw g 8/
/20
:14 A
M
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
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RI
GH
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C307
BOOSTER PUMP PLAN
feetscale
2 42
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Highlight
Brian B Highlight
Brian B Highlight
Brian B Callout In the highlighted configuration you could see an uneven flow between the two lines through the pump station, consider the layout below
Brian B Ellipse
Brian B Ellipse
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Line
Brian B Callout Line coming from paved roadway
Brian B Callout Line returning to paved roadway
Brian B Arrow
Brian B Line
Brian B Line
Brian B Line
Brian B Arrow
Line
0+00 1+00 2+00 2+60
5 LF 8" DIP @ 0.21%
30,000 GALLON TANK
40.5' LONG x 12' DIA
SEE SHEET C522
40.50'
12.00'
9.00'
60 LF 4" DIP @ 7.23%
61 LF 4" DIP @ 0.06%
STA. 0+42.11
ELEV. 2892.00
3.50'
(3.5' MIN)
I N
B
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W
I N
V
FIRE PUMP VAULT
SEE SHEET C525
16 LF 16" DIP @ 1.00%
C O
N N
E C
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T
O
B
U I L
D I N
G
S T
A
N
I N
V
36" DIP PUMP CAN
SEE SHEET C523
19 LF 8" DIP @ 0.21%
x
I V
L
E
S T
A
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D
U C
E R
S T
A
V
V
5 LF 8" DIP @ 0.21%
1.30'
WATER CROSSING
STA. 1+85.13
ELEC/COMM CROSSING
STA. 1+76.27
PROPOSED GRADE
AT PIPE CENTERLINE
EXISTING GROUND AT
PIPE CENTERLINE
ROOF DRAIN CROSSING
STA. 2+40.41
1.07'
7.16'
EL
EL
EL
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E
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W
W
16 LF 16" DIP @ S 25°02'23" W
8 IN. 45° BEND 1
STA 1+04.87, 0.00
N: 26671456.34
E: 791610.93
8 IN. 45° BEND 2
STA 1+10.12, 0.00
N: 26671454.94
E: 791605.88
5 LF 8" DIP @ S 74°30'49" W
8X6 SWIVEL TEE
STA 1+29.19, 0.00
N: 26671438.56
E: 791596.12
19 LF 8" DIP @ S 30°45'25" W
4 IN. 45° BEND 3
STA 1+93.66, 0.00
N: 26671383.15
E: 791563.15
61 LF 4" DIP @ S 30°45'25" W
CONNECT TO BUILDING
STA 2+54.07, 0.00
N: 26671324.29
E: 791576.74
60 LF 4" DIP @ S 13°00'00" E
177 LF 2" TYPE K COPPER WATER SUPPLY FROM
BUILDING TO UNDERGROUND TANK
DOMESTIC WATER SUPPLY
FROM DEMOCRACY DRIVE
SEE SHEET C306
12 IN. DUCKBILL CHECK VALVE
STA 10+00.00, 0.00
N: 26671420.09
E: 791664.16
44 LF 12" PVC SDR 35 @ S 61°43'46" E
5 LF 8" DIP @ N 61°43'46" W
8X4 REDUCER
STA 1+32.19, 0.00
N: 26671435.98
E: 791594.59
3 LF 8" DIP @ S 30°45'25" W
ELECTRIC AND COMMUNICATION
CONDUIT TO BUILDING
FIRE SUPPRESSION WATER
STORAGE TANK SEE SHEET C522
FIRE SUPPRESSION WATER PUMP
VAULT SEE SHEET C523-C525
6" FIRE HYDRANT
6" GATE VALVE
9 LF DIP
STA 1+29.19, 8.65 LT
N: 26671434.13
E: 791603.55
WATERLINE CROSSING
STA 1+85.13, 0.00
FIRE PUMP TEST HEADER
STA 1+00.92, 1.95 LT
N: 26671452.76
E: 791613.49
9+70 10+00 10+70
44 LF 12" PVC SDR 35 @ 3.25%
D
U C
K B
I L
L
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K
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Pr oj ec t #
Ch ec ke d
By T.
NU
ET
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L
Dr aw n By
W . B
RU
MB
AU
GH
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
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S D
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CD
s\F ire
W ate r P lan an d P ro file
.dw g
8/
/20
:14
A M
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
PY
RI
GH
T
C308
FIRE WATER PLAN AND PROFILE
feetscale
1" HORIZ. = 20'
1" VERT. = 4'
NOTE:
ALL WATERLINE BENDS SHALL HAVE
A CONCRETE THRUST BLOCK, PER
DETAIL SHEET C515, PRIOR TO
WATERLINE FILLING AND TESTING.
mrs Highlight
FIRE SUPPRESSION WATER
STORAGE TAN
mrs Highlight
FIRE SUPPRESSION WATER PUMP
VAULT
mrs Highlight
FIRE PUMP TEST HEADER
mrs Highlight
FIRE HYDRAN
mrs Highlight
F 2" TYPE K COPPER WATER SUPPLY FROM
BUILDING TO UNDERGROUND TANK
mrs Highlight mrs Highlight mrs Highlight mrs Highlight
David R. Smith Cloud+
David R. Smith Cloud+
PCVL2022187426 (TYP)
David R. Smith Cloud+
David R. Smith Cloud+ Sheet X of Y (TYP)
Brian B Callout Specify correct UDACS plates for all water line fittings, hydrants and GV's shown. Use actual construction notes and call outs
Brian B Highlight
Brian B Callout Fix leader location so it doesn't look to be point at the 2" water line
Brian B Line
Brian B Highlight
Brian B Callout Minimum line size for fire protection is to be no less than 6" Per UDACS 2.02.02.C
Brian B Highlight
Brian B Highlight
Brian B Highlight
Brian B Highlight
Brian B Highlight
Brian B Highlight
Brian B Line
Brian B Highlight
Brian B
Add 8" isolation GV after tee and before reducer
Subject: Highlight Page Label: 19 Author: Brian B Date: 3/21/2022 2:30:09 PM Color:
Subject: Highlight Page Label: 19 Author: Brian B Date: 3/21/2022 2:30:13 PM Color:
Subject: Highlight Page Label: 19 Author: Brian B Date: 3/21/2022 2:30:17 PM Color:
Subject: Highlight Page Label: 19 Author: Brian B Date: 3/21/2022 2:30:20 PM Color:
Subject: Callout Page Label: 19 Author: Brian B Date: 3/21/2022 2:30:40 PM Color:
Minimum 6" pipe (typ)
Subject: Highlight Page Label: 19 Author: Brian B Date: 3/21/2022 2:31:25 PM Color:
Subject: Highlight Page Label: 19 Author: Brian B Date: 3/21/2022 2:31:47 PM Color:
Subject: Callout Page Label: 19 Author: Brian B Date: 3/21/2022 2:32:18 PM Color:
Keep sewer under paved drive isle or paved trail
Subject: Cloud+ Page Label: 19 Author: David R. Smith Date: 3/16/2022 10:17:01 AM Color:
PCVL2022187426 (TYP)
LF 4" PVC SDR
LF 4" PVC SD
@ 7
2911.75
188 LF 4" PVC SDR 35 @ 4.93%
I N
V
S
I N
V
N
Minimum 6" pipe (typ)
00+
00+
4" P
V
CLEANOUT
STA 108+50.02
N=26671531.23
E=791585.33
NOUT
00+
C
5.00'
4" P
VC
22.5° BEND AND CLEANOU
STA 106+77.42
N=26671700.09
E=791621.00
N
Y
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H
A
D
00+
00+
5.00'
4" P
VC
CLEANOUT
STA 108+50.02
N=26671531.23
E=791585.33
22.5° BEND AND CLEANOUT
STA 106+77.42
N=26671700.09
E=791621.00
A
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A
T
E
O
A
D
Keep sewer under paved drive isle or paved trail
111+00
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op e
He nd ric ks on , In c.
(S
EH
Th is dr aw ing , c on ce pts an d i de as co nta in be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C202
SANITARY PLAN AND PROFILE
PCVL2022187426 (TYP)
Subject: Cloud+ Page Label: 19 Author: David R. Smith Date: 3/16/2022 10:17:10 AM Color:
Sheet X of Y (TYP)
Subject: Callout Page Label: 20 Author: Brian B Date: 3/17/2022 6:44:11 PM Color:
WL must also be inside paved access road area
20 (26)
Subject: Highlight Page Label: 20 Author: Brian B Date: 3/17/2022 6:44:20 PM Color:
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 2:38:30 PM Color:
Minimum curve radius allowed per UDACS 2.07.01 is 1150'
Subject: Callout Page Label: 20 Author: Brian B Date: 3/17/2022 6:46:29 PM Color:
Show existing R/W limits, ensure proposed water meter is located inside right of way.
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 2:41:19 PM Color:
Backflow device needs to be outside of right of way but as close to the meter as possible.
Subject: Callout Page Label: 20 Author: Brian B Date: 3/17/2022 6:47:58 PM Color:
Revise length, pipe material is correct between meter and backflow
Subject: Highlight Page Label: 20 Author: Brian B Date: 3/17/2022 6:48:14 PM Color:
Subject: Callout Page Label: 20 Author: Brian B Date: 3/17/2022 6:48:54 PM Color:
The water lateral from the main to the meter must be called out as poly wrapped soft copper pipe.
Re vis io n Iss ue
Re v.
De sc rip tio n
Da te
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr
He nd ric ks on , In c.
(S
EH
Th is dr aw ing , c on ce pts an d i de as co n be us ed
, r ep ro du ce d, re vis ed , o r r eta ine d w ith ou t th e e xp re ss w
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C202
SANITARY PLAN AND PROFILE
Sheet X of Y (TYP)
00+3
END DEFLECTION
STA. 4+12.95
N=26674591.43
E=792084.76
ENTION ASSEMBLY
NAWGHAW POA ROAD
WL must also be inside paved access road area
C900, R=400.00
LF 4" C900, R=400.00
Minimum curve radius allowed per UDACS
2.07.01 is 1150'
W
D
E
M
O
C
R
A
I
V
E
183' EAST TO NEAREST VALVE
LINE
27 LF 2" RED BRASS PIPE
88 LF 2" RED BRASS PIPE
4" PVC CASING
E SADDLE AND CORP STOP
UDACS PLATE NO. 3
STA. 0+25.00
N=26674961.03
E=792166.98
BE
ST
N=
E=
2" BACKFLOW
UDACS PLATE
STA. 1+40.00
N=26674846.03
E=792167.54
Show existing R/W limits, ensure proposed water meter is located inside right of way.
W
42' WEST TO NEAREST VALVE
27 LF 2" RED BRASS PIPE
88 LF 2" RED BRASS PIPE
4" PVC CASING
00+3
+4
2" SERVICE SADDLE AND CORP STOP
UDACS PLATE NO. 3
STA. 0+25.00
N=26674961.03
E=792166.98
1-1/2" WATER METER
UDACS PLATE NO. 3
STA. 0+51.59
N=26674934.44
E=792167.11
264.03 LF 4" C900, R=400.00
BEGIN DEFLECTION
STA. 1+48.92
N=26674837.11
E=792167.58 PUMP S
4"
STA.
SEE SHE
L
4 LF 4" C900
-2.84%
1.22%
1.59%
P V
I
S
T A
E L
P V
I
S
T A
E L
PVI STA=1+35.00
EL=2772.41
P V
I
S
T A
E L
3.59'
(3.5' MIN)
EXISTING GROUND
AT PIPE CENTERLINE
E X
I S
T I N
G
G
R O
U N
D
P R
O P
O S
P
I P
E
W
A T
T
E R
S T
A
T O
P
B
A C
K F
L O
W
P R
E V
E N
T I O
N
A
S S
E M
B L
Y
S T
A
T O
P
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
\99
C ivi l a nd
S ur ve y\5
-fin al-ds gn
\51 -d ra wi ng s\P lan sh ee ts\
CD
s\W ate r P lan an d P ro file s.d wg
/12 /20
:12 A
M
Backflow device needs to be outside of right of way but as close to the meter as possible.
O
C
R
A
I
V
E
EX. 16" WATERLINE
27 LF 2" RED BRAS
88 LF 2"
Revise length, pipe material is correct between meter and backflow
27 LF 2" RED BRASS PIPE
88 LF 2" RED BRASS
4" PVC CAS
D CORP STOP
27 LF 2" RED BR
88 LF
2" SERVICE SADDLE AND CORP STOP
UDACS PLATE NO. 3
STA. 0+25.00
N=26674961.03
E=792166.98
The water lateral from the main to the meter must be called out as poly wrapped soft copper pipe.
Page Label: 20 Author: Brian B Date: 3/21/2022 2:38:47 PM Color:
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 2:41:02 PM Color:
Specify type of fitting used
Subject: Line Page Label: 20 Author: Brian B Date: 3/21/2022 2:39:37 PM Color:
Subject: Line Page Label: 20 Author: Brian B Date: 3/21/2022 2:39:45 PM Color:
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 2:40:06 PM Color:
Eliminate low point in water line
Subject: Highlight Page Label: 20 Author: Brian B Date: 3/21/2022 2:40:45 PM Color:
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 2:42:58 PM Color:
Call out 4" x 2" reducer after backflow device
Subject: Pen Page Label: 20 Author: Brian B Date: 3/21/2022 2:43:12 PM Color:
m
Subject: Pen Page Label: 20 Author: Brian B Date: 3/21/2022 2:43:21 PM Color:
a
1+00 2+00
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
ERTICAL BEND W/ THRUST BLOCK,
EE DETAIL SHEET C515
Specify type of fitting used
P V
P V
I
S
P V
I
0+00 1+0
-2 .8
P V
P V
I
S
Eliminate low point in water line
1.2 2%
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
-2.84%
1.22%
P V
I
S
T A
E L
P V
I
S
T A
E L
PVI STA=1+35.00
EL=2772.41
EXISTING GROUND
AT PIPE CENTERLINE
W
A T
T
E R
S T
A
T O
P
B
A C
K F
L O
W
P R
E V
E N
T I O
N
A
S S
E M
B L Y
S T
A
T O
P
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
VERTICAL BEND W/ THRUST BLOCK,
Call out 4" x 2" reducer after backflow device
W
W
D
E
M
O
C
R
A
I
V
E
2779 2
3 2
42' WEST TO NEAREST VALVE
183' EAST TO NEAREST VALVE
NE
27 LF 2" RED BRASS PIPE
88 LF 2" RED BRASS PIPE
4" PVC CASING
+2
00+3
+4
+5
0+6
SADDLE AND CORP STOP
UDACS PLATE NO. 3
STA. 0+25.00
N=26674961.03
E=792166.98
1-1/2" WATER METER
UDACS PLATE NO. 3
STA. 0+51.59
N=26674934.44
E=792167.11
264.03 LF 4" C900, R=400.00
BEGIN DEFLECTION
STA. 1+48.92
N=26674837.11
E=792167.58
END DEFLECTION
STA. 4+12.95
N=26674591.43
E=792084.76
155 LF 4" C900 S37°36'10"W
22.5° BEND W/ THRUST BLOCK
STA. 5+68.15
N=26674468.48
E=791990.06
146 LF 4" C9
PUMP STATION
4"X4" TEE
STA. 5+09.44
SEE SHEET C307
PUMP STATION/P
TRANSMITTER VA
STA. 5+24.61
SEE SHEET C307
SEE SHEET C106 FOR
LAYOUT AND GRADING OF
PUMP STATION
2" BACKFLOW PREVENTION ASSEMBLY
UDACS PLATE NO. 8
STA. 1+40.00
N=26674846.03
E=792167.54
4 LF 4" C900
S T
A
E L
B
E N
D
P V
I
S
T A
E L
W N
S
E M
B L Y
0 7
NAWGHAW POA ROAD
155 LF 4" C900 S37°36'10"W
BEND W/ THRUST BLOCK
STA. 5+68.15
N=26674468.48
146 LF 4" C900 S15°06'10"W
PUMP STATION/PRESSURE
TRANSMITTER VAULT
STA. 5+24.61
SEE SHEET C307
T C106 FOR
GRADING OF
MP STATION
T O
F
TH
E
IN
TE
RI
O R
A N
A G
EM
EN
T
M
A
T C
H
L I N
E
S
E
E
T
C
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 2:44:07 PM Color:
proposed waterline must be under paver area
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 2:46:21 PM Color:
Once your water line is relocated to drive isle it should eliminate the need for the vertical fittings shown in the profile since you will not be crossing a wash. If you do need to use vertical fittings they will need to be mechanically restrained joint fittings. Please provide calcs for all restrained joints and dimension length of overall restraint area in profile.
Subject: Highlight Page Label: 20 Author: Brian B Date: 3/21/2022 3:05:37 PM Color:
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 3:53:28 PM Color:
Provide construction note that reads:
Begin max 1 degree deflections per UDACS 2.07.01, add begin and end deflection points to profile views.
Subject: Highlight Page Label: 20 Author: Brian B Date: 3/21/2022 3:07:16 PM Color:
Subject: Callout Page Label: 20 Author: Brian B Date: 3/21/2022 3:09:51 PM Color:
Invert
Subject: Cloud+ Page Label: 20 Author: David R. Smith Date: 3/16/2022 11:44:40 AM Color:
PCVL2022187426 (TYP)
Subject: Cloud+ Page Label: 20 Author: David R. Smith Date: 3/16/2022 11:44:39 AM Color:
Sheet X of Y (TYP)
Subject: Text Box Page Label: 20 Author: mrs Date: 3/10/2022 2:40:11 PM Color:
155 LF 4" C900 S37°36'10"W
proposed waterline must be under paver area
W
O
C
R
A
I
V
E
42' WEST TO NEAREST VALVE
183' EAST TO NEAREST VALVE
EX. 16" WATERLINE
27 LF 2" RED BRASS PIPE
88 LF 2" RED BRASS PIPE
4" PVC CASING
2" SERVICE SADDLE AND CORP STOP
UDACS PLATE NO. 3
STA. 0+25.00
N=26674961.03
E=792166.98
1-1/2" WATER METER
UDACS PLATE NO. 3
STA. 0+51.59
N=26674934.44
E=792167.11
264.03 LF 4"
BEGIN DEFLECTION
STA. 1+48.92
N=26674837.11
E=792167.58
2" BACKFLOW PREVENTION ASSEMBLY
UDACS PLATE NO. 8
STA. 1+40.00
N=26674846.03
E=792167.54
4 LF 4" C900
1.22%
P V
I
S
T A
E L
P V
I
S
T A
E L
PVI STA=1+35.00
EL=2772.41
EXISTING GROUND
AT PIPE CENTERLINE
W
A T
T
E R
S T
A
T O
P
B
A C
K F
L O
W
P R
E V
E N
T I O
N
A
S S
E M
B L Y
S T
A
T O
P
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
n\5 1-dr aw ing s\P lan sh ee ts\
CD
s\W ate r P lan an d P ro file s.d wg
/12 /20
:12 A
M
Once your water line is relocated to drive isle it should eliminate the need for the vertical fittings shown in the profile since you will not be crossing a wash. If you do need to use vertical fittings they will need to be mechanically restrained joint fittings. Please provide calcs for all restrained joints and dimension length of overall restraint area in profile.
BEGIN DEFLECTION
STA. 1+48.92
N=26674837.11
E=792167.58
W
9 2
42' WEST TO NEAREST VALVE
S PIPE
CASING
1-1/2" WATER METER
UDACS PLATE NO. 3
STA. 0+51.59
N=26674934.44
E=792167.11
264.03 LF 4" C900, R=400.00
BEGIN DEFLECTION
STA. 1+48.92
N=26674837.11
E=792167.58
22.5° BEN
PUMP STATION
4"X4" TEE
STA. 5+09.44
SEE SHEET C307
SEE SHEET C
LAYOUT AND GR
PUMP
4 LF 4" C900
1.22%
1.59%
PVI STA=1+35.00
EL=2772.41
P V
I
S
T A
E L
P V
I
S
T A
E L
3.59'
(3.5' MIN)
EXISTING GROUND
AT PIPE CENTERLINE
PUMP STAT
4"X4"
STA. 5+0
SEE SHEET C
W
A T
T
E R
A
B
A C
K F
L O
W
P R
E V
E N
T I O
N
A
S S
E M
B L
Y
S T
A
T O
P
VERTICAL BEND W/ THRUST BLOCK,
SEE DETAIL SHEET C515
Provide construction note that reads:
Begin max 1 degree deflections per UDACS 2.07.01, add begin and end deflection points to profile views.
END DEFLECTION
STA. 4+12.95
N=26674591.43
E=792084.76
Invert
6+00 7+00
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en a
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub li de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C301
WATER PLAN AND PROFILE
PCVL2022187426 (TYP)
0 7+00
SE
H
P
Ch ec k
Dr aw n
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Pr oj ec
0%
DO
CU
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh be us ed
, r ep ro du ce d, re vis ed , o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al o
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C301
WATER PLAN AND PROFILE
Sheet X of Y (TYP)
Page Label: 21 Author: Brian B Date: 3/21/2022 3:06:55 PM Color:
21 (9)
Subject: Callout Page Label: 21 Author: Brian B Date: 3/21/2022 3:46:04 PM Color:
Since this entire line is considered a water lateral this GV isn't really required and can be removed if you want.
Subject: Callout Page Label: 21 Author: Brian B Date: 3/21/2022 3:10:13 PM Color:
Invert
Subject: Callout Page Label: 21 Author: Brian B Date: 3/21/2022 3:10:35 PM Color:
Invert
Subject: Callout Page Label: 21 Author: Brian B Date: 3/21/2022 3:11:11 PM Color:
Min 1150'
Subject: Highlight Page Label: 21 Author: Brian B Date: 3/21/2022 3:11:29 PM Color:
Subject: Highlight Page Label: 21 Author: Brian B Date: 3/21/2022 3:11:32 PM Color:
Subject: Cloud+ Page Label: 21 Author: David R. Smith Date: 3/16/2022 11:44:48 AM Color:
PCVL2022187426 (TYP)
Subject: Cloud+ Page Label: 21 Author: David R. Smith Date: 3/16/2022 11:44:47 AM Color:
Sheet X of Y (TYP)
900, R=702.00
00+8
00+9
00+10
00+11
00+12
00+13
4" GATE VALVE
STA. 10+19.65
N=26674024.16
E=791926.20
BEGIN DEFLECTION
STA. 7+13.85
N=26674327.81
E=791952.10
175.80 LF 4" C900, R=702.00
END DEFLECTION
STA. 8+89.65
N=26674154.15
E=791927.92
130 LF 4" C900 S00°45'15"W
510 LF 4" C900 S510 LF 4" C900 S
3.34%
3.62%
P V
I
S
T A
E L
EXISTING GROUND
AT PIPE CENTERLINE
P E
N)
STA: 10+19.65
TOP: 2796.56
4" GATE VALVE
NAWGHAW POA ROAD
Since this entire line is considered a water lateral this GV isn't really required and can be removed if you want.
Invert
Invert
R=702.00
Min 1150'
BEGIN DEFLECTION
STA. 7+13.85
N=26674327.81
E=791952.10
END DEFLECTION
STA. 8+89.65
N=26674154.15
E=791927.92
Re vis io n
Iss ue
Re v.
De sc rip tio n
Th is dr aw ing is an in str um en t o f s er vic e a
He nd ric ks on , In c.
(S
EH
Th is dr aw ing , c be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d
Su bm iss ion or di str ibu tio n o f th is dr aw ing for pu rp os es in co nn ec tio n w ith th e p ro je de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C302
WATER PLAN AND PROFILE
PCVL2022187426 (TYP)
Re vis io n
Iss ue
Re v.
De sc rip tio n
Th is dr aw ing is an in str um en t o f s er vic e a nd sh a He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C302
Page Label: 22 Author: Brian B Date: 3/21/2022 3:44:52 PM Color:
Invert
22 (6)
Subject: Callout Page Label: 22 Author: Brian B Date: 3/21/2022 3:46:38 PM Color:
See previous comment regarding GV's on lateral
Subject: Callout Page Label: 22 Author: Brian B Date: 3/21/2022 3:47:16 PM Color:
invert
Subject: Highlight Page Label: 22 Author: Brian B Date: 3/21/2022 3:47:50 PM Color:
Subject: Cloud+ Page Label: 22 Author: David R. Smith Date: 3/16/2022 11:45:12 AM Color:
PCVL2022187426 (TYP)
Subject: Cloud+ Page Label: 22 Author: David R. Smith Date: 3/16/2022 11:45:11 AM Color:
Sheet X of Y (TYP)
Subject: Callout Page Label: 23 Author: Brian B Date: 3/21/2022 3:51:47 PM Color:
Invert
23 (20)
Subject: Highlight Page Label: 23 Author: Brian B Date: 3/21/2022 3:48:07 PM Color:
Subject: Callout Page Label: 23 Author: Brian B Date: 3/21/2022 3:50:21 PM Color:
Min 1150' radius
Invert
00%
3.57%
P V
I
S
T A
E L
EXISTING GROUND
AT PIPE CENTERLINE
E X
I S
T I N
G
G
R O
U N
D
P R
O P
O S
P
I P
E
3.81'
(3.5' MIN)
STA: 15+29.65
TOP: 2814.17
4" GATE VALVE
STA: 20+20.26
TOP: 2831.15
4" GATE VALVE
See previous comment regarding GV's on lateral invert
BEGIN DEFLECTION
STA. 20+15.26
N=26673028.63
E=791913.10
20+00 21+00
0.26
1.15
ALVE
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
W . B
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Pr oj ec t S ta tu s
0%
C
ON
ST
RU
CT
IO
N
DO
CU
ME
NT
S
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric Al l R igh ts Re s
CO
PY
RI
GH
T
C303
WATER PLAN AND PROFILE
PCVL2022187426 (TYP)
20+00 21+00
E
SE
H
Pr oj ec t #
Ch ec ke d
By T.
NU
ET
Dr aw n By
W . B
RU
MB
AU
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Pr oj ec t S ta tu s Iss ue D
0%
C
ON
ST
RU
CT
IO
N
DO
CU
ME
NT
S
/16
/2
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
PY
RI
GH
T
C303
WATER PLAN AND PROFILE
Sheet X of Y (TYP)
Invert
900, R=802.00
00+24
4" GATE VALVE
STA. 25+20.34
N=26672533.74
E=791921.63
234.38 LF 4" C900, R=802.00
END DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
BEGIN DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
236.19 LF 4" C900, R=348.00
END DEFLECTION
STA. 24+90.83
N=26672561.00
E=791932.94
30 LF 4" C900 S22°32'22"W
96 LF 4" C900 S22°32'22"W
BEGIN DEFLECTION
STA. 26+15.85
N=26672445.53
E=791885.02
129.07 LF 4" C900, R=502.00
BEGIN DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
5.4
6%
A
E L
P V
I
S
T A
E L
P V
I
S
T A
E L
EXISTING GROUND
AT PIPE CENTERLINE
STA: 25+20.34
TOP: 2851.43
NAWGHAW POA ROAD
Min 1150' radius
Page Label: 23 Author: Brian B Date: 3/21/2022 3:49:38 PM Color:
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:49:05 PM Color:
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:49:06 PM Color:
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:49:07 PM Color:
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:49:08 PM Color:
Subject: Callout Page Label: 23 Author: Brian B Date: 3/21/2022 3:51:24 PM Color:
Point of reverse curvature
Subject: Highlight Page Label: 23 Author: Brian B Date: 3/21/2022 3:49:52 PM Color:
Subject: Highlight Page Label: 23 Author: Brian B Date: 3/21/2022 3:50:13 PM Color:
Subject: Highlight Page Label: 23 Author: Brian B Date: 3/21/2022 3:50:41 PM Color:
900, R=348.00
BEGIN DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
BEGIN DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
END DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
236.19 L
END DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
236.19 LF 4"
00+24
4" GATE VALVE
STA. 25+20.34
N=26672533.74
E=791921.63
34.38 LF 4" C900, R=802.00
END DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
BEGIN DEFLECTION
STA. 22+54.64
N=26672792.34
E=791945.46
236.19 LF 4" C900, R=348.00
END DEFLECTION
STA. 24+90.83
N=26672561.00
E=791932.94
30 LF 4" C900 S22°32'22"W
96 LF 4" C900 S22°32'22"W
BEGIN DEFLECTION
STA. 26+15.85
N=26672445.53
E=791885.02
129.07 LF 4" C900, R=502.00
END DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
BEGIN DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
12%
P V
I
S
T A
E L scale
M
A
T
C
H
L
I
N
E
S
E
NAWGHAW POA ROAD
Point of reverse curvature
END DEFLECTION
STA. 24+90.83
N=26672561.00
E=791932.94
00, R=502.00
BEGIN DEFLECTION
STA. 26+15.85
N=26672445.53
E=791885.02
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:50:49 PM Color:
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:50:51 PM Color:
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:50:53 PM Color:
Subject: Line Page Label: 23 Author: Brian B Date: 3/21/2022 3:50:55 PM Color:
Subject: Callout Page Label: 23 Author: Brian B Date: 3/21/2022 3:51:41 PM Color:
See previous comment
Subject: Callout Page Label: 23 Author: Brian B Date: 3/21/2022 3:52:01 PM Color:
Invert
Subject: Cloud+ Page Label: 23 Author: David R. Smith Date: 3/16/2022 11:45:22 AM Color:
PCVL2022187426 (TYP)
Subject: Cloud+ Page Label: 23 Author: David R. Smith Date: 3/16/2022 11:45:19 AM Color:
Sheet X of Y (TYP)
Subject: Callout Page Label: 24 Author: Brian B Date: 3/21/2022 3:52:27 PM Color:
Invert
24 (16)
BEGIN DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
BEGIN DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
END DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
END DEFLECTION
STA. 27+44.92
N=26672321.30
E=791851.33
TOP: 2851.43
4" GATE VALVE
See previous comment
Invert
27+00 28+00
S
SE
H Pr oj ec t #
Ch ec ke d
By T.
NU
ET
ZE
L
Dr aw n By
W . B
RU
MB
AU
GH
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Pr oj ec t S ta tu s Iss ue D at e
0%
C
ON
ST
RU
CT
IO
N
DO
CU
ME
NT
S
/16
/20
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
Sh or t E llio tt H ed ric ks on , In c.
Al l R igh ts Re se rve d
CO
PY
RI
GH
T
C304
WATER PLAN AND PROFILE
PCVL2022187426 (TYP)
28+00
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
Re vis io n
Iss ue
Re v.
De sc rip tio n
Da te
Pr oj ec t S ta tu s
0%
C
ON
ST
R
DO
CU
ME
NT
S
Th is dr aw ing is an in str um en t o f s er vic e a nd sh all re ma in the pr op er ty of
Sh or t E llio tt He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts an d i de as co nta ine d h er ein sh all no t be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou t th e e xp re ss w ritt en ap pr ov al of
SE
H.
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee t o ffic ial or re gu lat or y r eq uir em en ts or for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t b e c on str ue d a s p ub lic ati on in de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C304
WATER PLAN AND PROFILE
Sheet X of Y (TYP)
.1
Page Label: 24 Author: Brian B Date: 3/21/2022 3:52:42 PM Color:
Subject: Highlight Page Label: 24 Author: Brian B Date: 3/21/2022 3:53:58 PM Color:
Subject: Line Page Label: 24 Author: Brian B Date: 3/21/2022 3:54:09 PM Color:
Subject: Line Page Label: 24 Author: Brian B Date: 3/21/2022 3:54:10 PM Color:
Subject: Line Page Label: 24 Author: Brian B Date: 3/21/2022 3:54:12 PM Color:
Subject: Line Page Label: 24 Author: Brian B Date: 3/21/2022 3:54:14 PM Color:
Subject: Callout Page Label: 24 Author: Brian B Date: 3/21/2022 3:54:32 PM Color:
Point of reverse curvature
Subject: Highlight Page Label: 24 Author: Brian B Date: 3/21/2022 3:54:43 PM Color:
Subject: Highlight Page Label: 24 Author: Brian B Date: 3/21/2022 3:54:48 PM Color:
END DEFLECTION
STA. 28+94.69
N=26672178.19
E=791809.15
00, R=498.00
END DEFLE
BEGIN DEFLECTION
STA. 32+73.02
N=26671845.38
E=791632.04
BEGIN DEFLECTION
STA. 32+73.02
N=26671845.38
E=791632.04
114.70 LF 4" C9
900, R=498.00
END DEFLECTION
STA. 32+73.02
N=26671845.38
E=791632.04
114.70 LF 4" C900, R
900, R=498.00
END DEFLECTION
STA. 32+73.02
N=26671845.38
E=791632.04
00+34
EGIN DEFLECTION
TA. 31+32.81
=26671962.44
=791708.36
40.21 LF 4" C900, R=498.00
BEGIN DEFLECTION
STA. 32+73.02
N=26671845.38
E=791632.04
END DEFLECTION
99 LF 4" C900 S22°30'00"W
22.5° BEND
N
A
W
G
H
A
W
P
O
A
R
O
A
D
Point of reverse curvature
BEGIN DEFLECTION
STA. 31+32.81
N=26671962.44
E=791708.36
END DEFLECTION
STA. 33+87.73
N=26671748.36
E=791571.80
Page Label: 24 Author: Brian B Date: 3/21/2022 3:55:00 PM Color:
See previous comment
Subject: Callout Page Label: 24 Author: Brian B Date: 3/21/2022 3:56:41 PM Color:
Provide pipe size and material information, invert elevation and top of water line elevation at crossing
Subject: Highlight Page Label: 24 Author: Brian B Date: 3/21/2022 4:57:44 PM Color:
Subject: Callout Page Label: 24 Author: Brian B Date: 3/21/2022 4:58:13 PM Color:
Invert
Subject: Cloud+ Page Label: 24 Author: David R. Smith Date: 3/16/2022 11:45:35 AM Color:
PCVL2022187426 (TYP)
Subject: Cloud+ Page Label: 24 Author: David R. Smith Date: 3/16/2022 11:45:33 AM Color:
Sheet X of Y (TYP)
Subject: Callout Page Label: 25 Author: Brian B Date: 3/21/2022 4:58:33 PM Color:
Invert
25 (17)
Subject: Highlight Page Label: 25 Author: Brian B Date: 3/21/2022 4:59:44 PM Color:
Subject: Callout Page Label: 25 Author: Brian B Date: 3/21/2022 5:00:06 PM Color:
Per UDACS? Specify degree of deflection
S T
I N
G
G
R O
U N
D
O P
O S
P
I P
E
0+30.69
875.15
E VALVE
See previous comment
0.
.3
1.6 0%
P V
I
S
T A
E L
P V
I
S
T A
E L
P V
I
S
T A
P V
I
S
P V
I
S
3.91'
(3.5' MIN)
STA: 34+86.55
TOP: 2896.97
4" GATE VALVE
1.83'
STA: 34+54.31
STORM CROSSING
22.5° BEND W/ THRUST BLOCK
STA. 34+90.55
Provide pipe size and material information, invert elevation and top of water line elevation at crossing
900, R=352.00
0%
Invert
Re vis io
Re v.
De sc ri
Th is dr aw ing is an in str um en t o
He nd ric ks on , In c.
(S
EH
Th is d be us ed
, r ep ro du ce d, re vis ed , o
Su bm iss ion or di str ibu tio n o f th for pu rp os es in co nn ec tio n w ith de ro ga tio n o f a ny of th e r igh ts o
C305
WATER PLAN AND PROFILE
PCVL2022187426 (TYP)
Re vis io n
Iss ue
Re v.
De sc rip tio n
Th is dr aw ing is an in str um en t o f s er vic e a nd sh a He nd ric ks on
, In c.
(S
EH
Th is dr aw ing
, c on ce pts be us ed , r ep ro du ce d, re vis ed
, o r r eta ine d w ith ou
Su bm iss ion or di str ibu tio n o f th is dr aw ing to m ee for pu rp os es in co nn ec tio n w ith th e p ro jec t is no t de ro ga tio n o f a ny of th e r igh ts of
SE
H.
C305
WATER PLAN AND PROFILE
Sheet X of Y (TYP)
.2
.00%
3.50'
(3.5' MIN)
BEGI
VERT
DEFL
Invert
BEGIN
VERTICAL
DEFLECTION
R O
U
P
I P
E
BEGIN
VERTICAL
DEFLECTION
POINT OF
COMPOUND
CURVE
Per UDACS? Specify degree of deflection
Page Label: 25 Author: Brian B Date: 3/21/2022 5:00:16 PM Color:
Subject: Highlight Page Label: 25 Author: Brian B Date: 3/21/2022 5:01:06 PM Color:
Subject: Highlight Page Label: 25 Author: Brian B Date: 3/21/2022 5:01:10 PM Color:
Subject: Callout Page Label: 25 Author: Brian B Date: 3/21/2022…
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