HomeMy WebLinkAbout1.00 General Application Materials_Part4x LD
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Fl _-� -- --------------- -- --------- ® FEED 2 -IRR. PIPE
I105.53' OF 12 " P.I.P. � 1.00% SEE COMMON TRENCH DETAIL
LOT 5 -
---------------
�, FEED 3-IRR. PIPE --- -�
dO.72' OF l2"P.LP, @1.DO%�
r 5o S°
N -IRR. PIPE FEED d-IRR. PIPE
122.26 OF l2" .I. P. 2.50% NI-IRR. PIPE BEND 5 l5%
12" 90 ° HORIZ BEND
(ROTATE TO FIT) RR
STA: 112+98.56
F .00' S°
5°
o° NI\IRR. PIPE '
1038. " 'OF 12" P.I.P. 1. 00% / A
N2-IRR. PIPE BEND \ 50 I v
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EXISTING GRADE
N4-IRR. PIPE STA.115+31.16
INV. OUT ELEV.6302.17
POND - I WA TER SURFACE
ELEV. = 6304.00'
6330
6320
6310 _ -
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6300
6290
6280
6275�
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12" 45° HORIZ. BEND
S° STA: 114+20.82
_- OFF. 0. 00'
N3-IRR. PIPE �50
89.18' OF 12"P.1.P. @ 2.501
i
N3-IRR. PIPE BEND
-POND - I 12"450 HORIZ BEND
STA: 115+ 10.00
OFF: 0. 00'
N4-IRR. PIPE
so 2/. l6' OF 12 " P. I. P. 2.50%
OUTLET P
STA .I +31.16
S 0/ °0.00,
/so
N3-IRR. PIPE BEND
12 " Q5 ` HORIZ. BEND
STA: 115+10.00
INV. ELEV. 6302.70'
N2-IRR. PIPE BEND Nl -IRR. PIPE BEND
12 " d5 ° HORIZ. BEND 12 " 90 ° HORIZ. BEND
STA : 1/Q+20.82 (ROTATE TO FIT)
INV. ELEV. 63OV 92' STA: 112+98.56
INV. ELEV. 63OZ98'
--�N2-IRR. PIPE
122.26' OF 12" P.1. P. @ 2.50%
N3-IRR. PIPE
N4 -IRR. PIPE 89.18' OF 12 " P.1. P. @ 2. 50%
21. l6' OF 12" P.1. P. @ 2.50E
So
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NOR TH RA W WA TER L INE
SCALE 1 60' HORZ.
SCALE 1"=30' VERT.
NI-IRR. PIPE
1038.90' OF 12" P.I.P. 00%
IRRIGA TION SPLITTER BOX
o x 5' CONCRETE STRUCTURE
S STA: 102+59.66
OFF. 0. 00'
50
So
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60
FEED 2-IRR. PIPE BEND
12 " 22.5` HORIZ. BEND
STA: 10/+72.81
INV. ELEV. 6320.87'
IRRIGA TION SPL IT TER BOX
STA :102+59.66 OFF:0.00 PARSHALL FLUME
TOC:632,d 00 STA :102+16.19
SUMP:63/6.37 ELEV :6320.47'\
FEED d - IRR. PIPE IN V IN : 63/8. 37 12 " P.1. P.
El -IRR. PIPE INV OUT :63/8.37 12"P.I.P.
NI -IRR. PIPE INV OUT :6318.37 12"P.I.P.
PROPOSED GRADE
r- -
FEED Q-IRR. PIPE_1
Z 90' OF 12" P.1. P. @ 5.15S
FEED 3-IRR. PIPE
BO72' OF 12"P_IP_ @ 1_001
FEED 1-IRR. PIPE BEND
12"22.50 HORIZ. BEND
(ROTATE TO FIT)
STA: 100+67.27
OFF: 0. 00'
FEED 2 IRR. PIPE BEND
12"22. 5° HORIZ. BEND
STA: 101+72.81
OFF- 0. 00'
9" PARSHALL FLUME
STA.102+16.19
O/S 0.00,
SEE DETAIL.
FEED l -IRR. PIPE
57,d6' OF 12"P.I.P. @ 3.319
I-EXIS TING CUL VERT
I IRRIGA TION DI VERSION BOX
5'x 5' CONCRETE STRUCTURE
STA: 100+09.82
OFF: 0. 00'
SEE DETAIL.
I
GRAPHIC SCALE
0 30 60 120
( IN FEET )
I inch =60 ft.
IRRIGA TION DI VERSION BOX
S TA : 100+09.82 OFF : 0.00
TOC : 6327.83
SUMP : 632/. 83
EX. DI TCH CUL VER T IN V IIV : 6323. 93 2d " RCP
FEED l -IRR. PIPE IN V OU T : 6323.83 /2 " P.1. P.
FEED l -IRR. PIPE BEND
12 " 22.5 ° HORIZ. BEND
(ROTA TE TO FIT)
STA: 100+67.27
INV. ELEV. 632/. 93'
--�-- - __ -
FEED 2-IRR. PIPE J
105.53' OF 12 " P.I.P. @ 1.009
FEED l -IRR. PIPE
5786' OF /2"P_I P_ @ 33/1
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116+00 115+20 /14f+d0 113+60 112+80 112+00 11/+20 /10+QO 109+60 108+80 108+00 107+20 /06+QO 105+60 /0,d+80 /0,d+00 103+20 /02+QO /0/+60 100+80 /00+00
240
CHECKED B Y.- AMR
DRAWN BY.- VJT
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JOB #: 2017-13
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GAS LINE CROSSING
STA. 215+63. 36
INV. ELEV. 6300.76
E7-IRR. PIPE INV. OUT
STA.216+18.62
EL EV.6297.13
POND-3 WATER SURFACE
ELEV.=6304.00'
6330
5320
6310
6300
6290
6280,
GAS LINE CROSSING
STA. 215+51. 96
INV. ELEV. 6300.86
GAS LINE CROSSING
FSTA. 2/5+4424
IIV V. EL EV. 6299.301
E6-IRR. PIPE BEND
12" 22.5* VERT. BEND
S TA : 2/5+24.49
IN V. EL E V. 6298.07'
Ed-IRR PIPE BEND
E5-IRR. PIPE BEND
12"45° HORIZ. BEND
12" 225° VERT. BEND
STA : 214+06.75
STA : 215+03.96
INV. ELEV. 6303.54'
INV. ELEV. 630257'
E3-IRR PIPE BEND
12 " 45 ° HORIZ. BEND
(ROTA TE TO FIT)
STA: 213+85.03
INV. ELEV. 6303.76'
LE6-IRR. PIPE
E7-IRR. PIPE 20.53' OF 12"P.1.P. @ 21.89$
9Q 13' OF 12"P.1.P. @ 1.001
---__Ed-IRR. PIPE
21. 7/ ' OF 12" P.I.P. @ 4001
E5-IRR. PIPE
9721 ' OF 12 " P.I.P. @ 1. 00$
EXISTING GRADE
E3-IRR. PIPE
829.28' OF 12 " P.I. P. @ 1.009
EA S T IRRIGA TION L INE
SCALE: l "= 60' HORZ.
SCALE l "-30' VERT.
PROPOSED GRADE
-- — —
E2-IRR. PIPE BEND
12 " 90 ° HORIZ. BEND
S TA : 205+55.75
INV. ELEV. 6312.05'
\_E2-IRR. PIPE
1844 86' OF 12 " @ 1.50%
El -IRR. PIPE BEND
RO TA TE TO FIT
STA : 203+70.89
INV. ELEV. 63/4'82'
GRAPHIC SCALE
30 60 120
( IN FEET )
I inch =60 ft.
IRRIGA TION SPL IT TER BOX
STA :102+59.56 OFF:0.00
TOC : 632Q 00
SUMP : 6316.37
FEED 4-IRR. PIPE INV IN:6318.3712"P.1.P.
El -IRR. PIPE INV OUT:6318.3712"P.1.P.
NI -IRR. PIPE INV OUT:6318.37 /2"P.1.P.
6330
------ --- — 6320
6310
El -IRR. PIPE 6300
35462' OF 12"P.I.P. 1.000
6290
6280
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PUMP MANUFA C TURER FOR FI T TING
AND VAL VE L OCA TIONS. COORDINA TE
W/ IRRIGA TION DESIGNER.
6320
IRRIGA TION WETWEL L AND PUMP VAUL T
9' -6"x 8' -6" CONCRETE STRUCTURE 6310
STA: 69+91.33--,,,-
OFF : 0.00'
6300
D3-IRR. PIPE
10.63' OF 8"
D3-IRR. EL BOW 6290
8"90° VERTICAL BEND D5-IRR. PIPE
STA: 60+03.d.4 4409' OF 8" @ 0.00E
IN V. EL E V. 6296.18' 6280
D2-IRR. ELBOW
8"90° VERTICAL BEND
STA: 60+16.85
INV. ELEV. 6306. ,d2'
DJ-IRR. PIPE
13.17' OF 8" @ 0.00$
Dd-IRR. TEE
8'x8" TEE
S TA : 60+30.02
INV. ELEV. 6296.18'
IRRIGA TION WET WEL L TO FIEL D l
SCALE: l "- 30' HORZ.
SCAL E : l "_ l5' VER T.
SANITARY SEWER CROSSING
STA. 60+79.23
IN V. EL E V. 6298.5d
D10-IRR. PIPE BENDS
8 " d5 ° HORIZ. BEND &
8" 11.25° HORIZ. BEND
S TA : 63+36.51
INV. ELEV, 6302.25'
D9-IRR. PIPE BEND
8" ,d5` HORIZ. BEND
STA: 63+08.55
STORM DRAIN CROSSING INV. ELEV. 6300.69
STA. 62+28.05
INV. ELEV. 6300.02----- ---- --
---- —
D5-IRR. VAL VE D6-IRR. PIPE
8"GATE VAL VE 193.9d' OF 8" @ 0.00% D7-IRR. PIPE D8-IRR. PIPE
STA : 70+02.33 dd 42' OF 8" @ 5.60$ 18.00' OF 8" @ 5.60$
INV. ELEV. 6296.18' 09-IRR. PIPE_
18 08' OF 8 " @ 5.60$
19 IRR. PIPE TEE
8'x8" TEE
STA : 63+5d51
IN V. EL E V. 9303.26'
6320
6310
6300
�Dll-IRR. PIPE
18.00' OF 8" @ 5.60%
6290
D10-IRR. PIPE
27.96' OF 8" @ 5.601
60+00
60+90
61 +60
62+Q0
63+20
6280
NOTF:ALL FITTINGS SHALL HAVE TWO
FORMS OF RES TRA IN T � THRUST BL 0CK,
MEGA L UG, TIE -RODS).
GRAPHIC SCALE
30 0 15
( IN FEET )
I inch =30 ft.
120
CHECKED B Y.- AMR
DRAWN BY.- V./T
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D13-IRR. PIPE BEND
8' 450 HOR/Z. BEND III
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D12-IRR. PIPE
10405' OF 8" @ 2.89%III
IRR IRR
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8" GATE VALVE
STA: 70+06.43
OFF.- 0.00'
D4-IRR. TEE
8'x8" TEE
STA: 70+02.34
OFF.- -0. 0 P
- IRR IRR
IRRIGA TION WETWELL TO FIEL D 2
SCALE: /"=30' HORZ.
SCALE: /'=15' VERT.
D16-IRR. PIPE TEE
8 x8" TEE
STA : 73+Q5.,0
DlQ-IRR. PIPE BEND
D13-IRR. PIPE BEND
Dl3-IRR. PIPS
OFF: 0.00'
8"Q5° HORIZ. BEND
8"Q5` HORIZ. BEND
Q09' OF 8" @ Z6d
INV. ELEV. 6296.96'
STA: 7/+57.13
STA: 7/+10.J9
INV. ELEV. 6296.96'
RA W WA TER CROSSING INV. EL E V. 6299.98'
INV. ELEV. 6299.30'
D12-IRR. PIPE VAL VE
63/0
STA. 72+89.62
8-GATE VAL VE_
INV. EL E V. 6293. QQ
STA 70+06. �3
INV. EL EV. 6296.29'
6300 =�-
6290�
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Dl6-IRR. PIPE STA. 7/+88.37--,,,0
155. 61 ' OF 8 " @ Z 091 INV. EL EV. 6292. 00
Dl5-IRR. PIPE Dl41-IRR. PIPE
16.05' OF 8" @ 1.415� G6.6G' OF 8" @ 1.Q5S
D12-IRR. PIPE
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STA 60*30.02
INV. ELEV. 6296.18'
DQ-IRR. PIPE
F-13.17' OF 8" @ 0.00%
73-Ag,?a7
72+80
72+00
7I +20
70+QO
6310
6300
6290
NO TE ALL FI T TINGS SHALL HA VE T WO
FORMS OF RES TRAIN T THRUS T BL 0CA-,
MFGA L UG, TIE -RODS).
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
I inch =30 ft.
120
CHECKED B Y.- AMR
DRAWN BY.- VJT
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TART IRRIGA� ON FIELD 2
STA. 80+00.00
N: 201091.32
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\8"45° HORI a
STA: 8 .00
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so STA: 94+84.87 0 024-IRR. PIPE
o o o OFF: 0.00' 9e-00 7794' OF 8" � 0.309
025-IRR. PIPE
s
6. 7 " OF 8 " 0. 309 o
D24-/RR. PIPESEND
8"450 F% R1, . END 309f00
0 94+78.08
F : 0. 00'
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923-IRR. PIPE
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NO TE ALL FI T TINGS SHALL HA VE T WO
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GRAPHIC SCALE
0 30 60 120
IRRIGA TION FIFL D 2 - FA S T FORI`�S OF RESTRAINT THRUST BL OCK, ( IN FEET )
SCALE l "=60' HORZ. MEGA L UG, TIE -RODS). I inch =60 ft.
SCALE 1 "-30' VERT.
D25-IRR PIPE BEND
DM-IRR. PIPE BEND D16-IRR. PIPE TEE 02/ -IRR. PIPE BEND D22-IRR. PIPE BEND D25-IRR. PIPE 8" 45" HORIZ. BEND
8" 45" HORIZ. BEND 8 x8" TEE 8" 45` HORIZ. BEND 6.79' OF 8" @ 0.300
STA 80+00.00 STA 85+43.39 STA : 86+73.07 8 " 45 ° HORIZ. BEND STA 94+84 87
INV. EL E V. 6295.33' INV. EL E V. 6296.96' INV. EL E V. 6298.01 ' STA 90+49. 59 D24 -IRR. PIPE BEND INV. EL E V. 6293. 99'
INV. EL EV. 6296.75' 8" 45` HORIZ BEND
INV. EL EV. 5295.33' INV. EL EV. 6296.96'
-- -- - - - - - - - - -_----�
JD17-IRR. PIPE �Dlg-IRR. PIPE 020-IRR. PIPE
299.28' OF 8" @ 0.050 0/8-IRR. PIPE 20.94' OF 8" @ 0.009 156.74' OF 82.701
6h12' /7F H" l6�
D21-IRR. PIPE
329.68' OF 8" @ 0.321
STORM DRAIN CROSSING 5 TORI DRAIN CROSSING
STA. 88+87.37 D22-IRR. PIPE STA. 90+46.05-
IN V. EL EV. 6299. JIM 52' OF 8" @ 0. 720 IN V. EL E V. 6298.07
63/0
STA : 94+78.08
- - 6300
D23-IRR. PIPE 6290
35095' OF 8" P 0.72E D24-IRR. PIPE
77.84' OF 8" @ 0.300 D26-IRR. PIPE 6280
419.54' OF 8" @ 0.30�
�6270
b
80+00 80+80 8/+90 82+40 83+20 84+00 84+80 85+60 86+40 87+20 88+00 88+80 89+60 90+40 91+20 92+00 92+80 93+60 94+40 95+00
o
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IN,
IN,
IN,
IN,
IN,
IRS
240
loop
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DRAWNBY.- VJT
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JOB #: 2017-13
FOR
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C48
RR. PIPE BEND
BEND
T'ff22.5'HORIZ
STA: 104+50.43
OFF.- 0.00'
L
03/ -IRR. PIPE
t
486' OF 8" @ 0.080
D31-I1?R. PIPE BEND
8" 11.25° HPRIZ. BEND
STA: 104+55.29
OFF, 0.00'
0
F
F
�
Tn
0
00
0/
cD
0
(_D
I
00-90/
I
I �
033-IRR. PIPE/
335.57' OF 8 32% I
D33-IRR. PIPE B N
8"45° HORIZ. B�N
STA: 110+05.
OFF.• 10.
1 kA
DlYJAR. PIPES
10.06' OF 8 @ 0.00%
6310
6300
6290
6280 D26-IRR. PIPE
6270 4/9.54' OF 8" 0.301
D30-IRR. PIPE
359.45' OF 8 " 0.30%
0 0 0 0 0 0 0
-�-- --� -- -- �- -- Z -- m --
TDD TDD ITZ v TOID - - TRD {j T
032-IRR. PIPE
2/474' OF 8" `@ 0.08%
`o
`fo D32-IRR. PIPE BEND-
/
_ 8" 11.25' HORIZ BEI�(D
STA: 106+70.03 \
OFF.- 0. 00' o
`Jo
cPo /
io
END IRRIGATION ELD 2
STA. I10+15.65
N : 201091.32
E : 117528.454
�\ START 'RR
FID 2
\ STA.8�0+
,EN'"1UIUy1.32
117528.461
jvR IRR IRR IRR IRR IRF �
I Z -
LOT2Cn
D34-IRR. PIPECn
D�
8"45- HORIZ. B D N
STA: 80+00.00
OFF.0.00' C
i
-
0
\ 7442' OF 8" @ 0.30% I I ' 17Z7-I 8PIS
I 1 6.Q1 ' O OF 8" 0.30%
� I I \
to of x xx I D287IRR. PIPE
25. 7Q( OF 8" @ 0. 300
I 1
I I
I
I I
l
1 1,
AP
VIRRIRAAA v IRRIRR
vv a
SS- SS gLOT 3POND LOW POINTELEV=6290.00
D27-IRR. PIPE
86.4/' OF 8" @ 0.30% 028-IRR. PIPE 029-IRR. PIPE
25.74' OF 8" @ 0.30% 7442' OF 80.30%
J'o
IRR IRR IIRR
V
I
0
D25-IRR. PIPE BEND
8"45° HORIZ. BEND
STA: 94+84.87
OFF- 0.00'
0 0
,TRR - _ IRR -- _ TRR --- TRR I
026-IRR. PIPE
4/9.54' OF 8" 30%
0
o
D25-IRR. PIPE
6.79' OF 8" @ 0.30%
D24-IRR. PIPE BEND
8"450 HORIZ. BEND
STA: 94+78.08
OFF.- 0.00'
0
91-00
y/ L 0 T 6
1
O '
I\
o;
C J
1
= IRR I IRR ten' I
o r 3�
O
I
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NOTE ALL FITTINGS SHALL HAVE TWO
FORMS OF RES TRAIN T (THRUS T 5L OCK,
MEGA L UG, TIE -RODS).
D31-IRR. PIPE BEND
IRRIGA TION FIEL D 2 - WEST 8" 11.25' HPRIZ. BEND
SCALE l "=60' HORZ. STA : 104+55.29
SCALE l "=30' VERT. 030-IRR. PIPE BEND INV. ELEV. 6291.09'
8" 22.5` HORIZ. BEND
STA: 104+50.Q3 STORM DRAIN CROSSING
D30-IRR. PIPE
359.45' OF 8" @ 0.301
STA. 104+63.27
INV. ELEV. 6286.69
D3/ -IRR. PIPE
486' OF 8" 0.081 STORM DRAIN CROSSING
STA. 104+57.02
INV. ELEV. 6286 JO
GRAPHIC SCALE
60 0 30 60 120
D32-IRR. PIPE BEND STORM DRAIN CROSSING
( IN FEET )
I inch =60 ft.
8" 11.25° HORIZ. BEND STA. 110*05.10 631
STA: 106*70.03 INV. ELEV. 6296.53
INV. ELEV. 6290.90'
--- - 631
D32-IRR. PIPE D33-IRR. PIPE
2/4 79' OF 8" @ 0. 080 335. 57' OF 8" @ 1.321
033-IRR. PIPE BEND 62'
8 " 45' HORIZ. BEND 621
STA: 110*05.60
INV. ELEV. 6295.33' 62; V V V
V
\
0
V
0
V
V
4
V
V
95*20 96*00 96*80 97*60 98f40 99*20 /00+00 /00+80 /0/+60 102+Q0 103*20 /04+00 /04+80 105*60 106+QO 107*20 108*00 108*80 /09+60
240
CHECKED B Y.- AMR
DRAWN BY- V✓T
M
Z �
Q Qrj
(O,
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N
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JOB #: 2017-13
FOR
CONSTRUCTION
I
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0
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STA. 105+19.20
O/S 175.00'R
TRACT B \ ELEV=6290.00
ISTA. 105+ I-7,20
0 /S 209.00'
\ ELEV = 6305.00
ti
\TA.105+42.97 \
0 /S 209.00' R
ELEV=6305.00
S TA. 105+40.97
0/S 175.00'R
Aso / 14�E L E V = 6290. 00
\ \ R2.0
rp
7 \ RA RA rp�
/P
\ STA. 105+70.
O/S 181.00'R
E V = 6305.00
POND LOW POINT
EL E V = 6290.00
S TA. 105+40.97
0/S 137.89'R
EL E V = 6290.00
S TA. 105+ 70.97
0/S 137.89'R-
EL E V = 6305.00
LOT 3
POND -2 \ s
c \,
s
TA. 104+89.2 c \
/S 181.00'R STA. 104+89.20 \ s
1E V = 6305.00 OIS // \ / E L E V 3 6305.00 \ \ \c \
A I-IRR. VALVE °
12"GATE LIE
\
STA . 5+ 19.20 STA: 300+96 67
O/S I .89' R OFF.- 0.00' \
ELEV=6 0.00 \°
I w RA RA /`RA RAW--
\ o °
\ R10.9' \
°
°
A / -IRR. PIE \
RG0.9'
S +91.50/X10i2
68'L
EL6308.00
S TA.103+ 92
//--0/S 153.33
ELEV=6308.
RAVE _
RAW-
0 / S 156.00;I
\
c611-I PIPE IN 1\ \ T \ S TA. 103+ 74.53
ELEV = 6297.00
Wj c �� 0/S 87.48'L 0' � \
ELEV = 6297.01 R25.0'
6
TRACT A 0 / S 156.58'L
C J
�STA.104+05.69 R150.0' EL v
C�l� i E L E V = 6308.00
R35 0'
NOTE: S TA. 103+ 76.46
co \� 1. POND l AND POND 2 STATIONS AND OFFSETS BASED ON CHUKKA TRAIL 0 / S 163.34'L \\`
CENTERL INE AL IGNMENT. \ EL E V = 6308.00 a�
A I -IRR. PIPE A/-IRR. VALVE
STA. 300+51.48 /2"6ATE VAL VE
INV. IN ELEV.5296.29 I STA: 300+9967
INV. EL EV. 6296.65'
6310 POND-2 WATER SURFACE
ELEV.= 6304.00
6300
6290
6285�
A / -IRR. PIPE
35.19' OF 12"P.1.P. LOOS
GRAPHIC SCALE
PONO - l AND POND -Z 20 0 10 20 40 ao
IRRIGA TION L INE CONNEC TION POND - / 0 VERFL OW STRUC TUBE
SCAL E: / "-20' HORZ. 2,d X28"AGRI DRAIN INL INE /9' DEEP)
SCALE: / "_ /0' VERT. WA TER L EVEL CONTROL STRUC TORE
5 TOPL 0 6 5 INS TA L L ED TO 6306.00' POND -I WATER SURFACE
INSTALL 18'X 12 " REDUCERS FOR CONNECTIONS
ELEV. = 6306.00
S TA : 302+9/. 07 OFF : 0.00
RIM : 6307.59
5UMP:6298.59 A3-IRR. PIPE.
A3-IRR. PIPE INV IN:6298.59 /2"P.I.P. STA.303+31.97
A2-IRR. PIPE INV OUT:6298.59 /2"P.1.P. INV. OUT ELEV.6299.00
PROPOSED GRADE
EXISTING GRADE
A2-IRR. PIPE
19d.d0' OF 12"P.I.P. @ LOOS
A3-IRR. PIPE J
d0.89' OF 12"P.I.P. @ 1.009
2. 0' FROM POND BOTTOM
-p
C�
�
300+00
300+80
30/+60
302+d0
303+20
6310
6300
6290
6295
( IN FEET )
I inch =20 ft.
CHECKED BY.- AMR
DRAWNBY.- V✓T
N
0
v
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J
0
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N
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JOB #: 2017-13
FOR
CONSTRUCT/ON
C50
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W
N
O
6�
11
�
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U
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DRAWN BY- VJT
Z �
Q �
� O
V
Ww
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Z
En
v �
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�
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N
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JOB #: 2017-13
FOR
CONSTRUCTION
C51
POND -2 0 VERFL 0 W S TRUC TORE
24'x28"AGRI DRAIN INLINE (12' DEEP)
WATER LEVEL CONTROL STRUCTURE
5TOPL 0 G 5 INSTAL L ED TO 630Q 00'
STA : 700+95.38 OFF : 0.00
RIM : 6305.50
0VI -IRR. PIPE INV IN:6293.49 /8" C -900
0V2-IRR. PIPE INV OUT:6293.4918"SDR-35
POND -2 WA TER SURFACE
EL E V.6304.00
S TA. 700+60.78
INV. IN ELEV.6293.66
6310
6300
6290
0 V I -IRR. PIPE
34 61 ' OF 18" C -900 @ 0.50$
6280
TRACT C
DIAYLIGHT PIPE
STA.707+85.17
I 0 /S 0.00'
FINISHED GRADE POND -2 POND 2 MANHOLE
IRRIGA TION L INE CROSSING 0 V I -PIPE EL BOW FINAL IRRIGA TION OUT FL 0 W 5' DIA. CONC. MANHOLE
STA. 70/+OQ 71 /8"PVC 45" EL BOW SCAL E: l '=40' HORZ. STA :706+8/. IO OFF:0.00
INV. EL EV. 629Z 78 STA : 70/+55.15 SCAL E / "-20' VERT. RIM:6299.90
INV. ELEV. 6293. /9' GAS LINE CROSSING 0V3-IRR. PIPE INV IN:6290.56 18" 5DR-35
STA. 702+82.22 DAYLIGHT PIPE
ECO-PIPE 3INV. IN:6295.70 /2"SDR-35 STA. 707+85.17
INV. ELEV. 6295.71 EXISTING GRADE OV31-IRR. PIPE INV OUT:6290.56 /8"5DR-35 INV. OUT ELEV.6290.04�
-------- ---
---�—
-------------------------
GAS LINE CROSSING GAS LINE CROSSING
O 7
-IRR. PIPE STA. 702+91.17 STA. 703+00.29 0 V3-IRR. PIPE O V3. / -IRR. PIPE
59. 77' OF /8" SDR - 35 @ 0.50S IN V. EL E V. 9295 d3 IN V. EL E V. 629Q 3/ 525 Yd ' OF /8" SDR -35 @ 0.500 lOQ 07' OF /8 " SDR -35 @ 0.501
POND 2 MANHOLE
5'D/A. CONC. MANHOLE
STA: 706+8 1. 10
OFF: 0. 00'
7 7
0 V3. / -IRR. PIPE
11—I0Q 07'�OF 18" SORB-35 @ 0.5,94
7 7
7
7�
7
7
m
m
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7
GRAPHIC SCALE
40 0 20 40 80
9310
9300
-RIP RAP
6290
9280
ti
ti
ti
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ti
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�
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cp
700+90 701 +60 702+40
703+20
704+00
704+80
705+60
706+40
707+20
708+00
( IN FEET )
I inch =40 ft.
160
CHECKED B Y.- AMR
DRAWN BY- V✓T
Z �
Q �
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JOB #: 2017-13
FOR
CONSTRUCTION
C52
POND -3 0 VERFL 0W STUC TURE
2d x28" AGRI DRAIN INL INE 19' DEEP)
WATER LEVEL CONTROL STRUCTURE
5TOPL 0 G 5 INSTAL L ED TO 630Q00'
STA : 500f 75.35 OFF: 0.00
RIM : 6306.38
0VQ-IRR. PIPE INV IN:6297.38 /8" C -900
0V5-IRR. PIPE INV 0UT:6297.38 /8"5DR-35
9310
POND -3 MANHOL E
5' DIA. CONC. MANHOLE
S TA : 500+86.59 OFF: 0.00
RIM : 6302.7/ -__�_
0 V5-IRR. PIPE INV IN:6297. I8 /8" SDR -35 6300
820 -PIPE 5INV. IN: 6295.50 18" SDR -35
820 -PIPE 6INV. OUT :6295.50 18" SDR -35
L
RIP RAP DISPERSION
L FADING TO DITCH
POND -3
/
FINAL IRRIGA TION OUT FL OW
SCAL E: / "=20' HORZ.
SCALE: / "_ /0' VER T.
9290
0 V5-IRR. PIPE
11.24' OF 18" SDR -35 1.800
0 VG-IRR. PIPE
3250' OF 18" C -900 @ 0.72S
6280�
PROPOSED GRADE
POND-3 WATER SURFACE
ELEV. = 6304.00
-EXISTING GRADE
SL
OV4-IRR. PIPE
S T A.500+42.85
INV. OUT ELEV.5297.61
50/+00 500+80
6310
6300
6290
L�6280
500+00
STA. 109+12.16
0/S 104.43'R
L O T l POND-3 MANHOLE EL E V= 6306.00
5'DIA. CONC. MANHOLE
STA: 500+86.59
OFF. 0.00'
as as - As as as - as as- - as as
0 V5-IRR. PIPE
11.24" OF /8" SDR -35 1. 80%
R20.0'
1 POND-3 OVERFLOW STUC TURE
24'5r28"AGRI DRAIN INL INE (9' DEEP)
WA TER LEVEL CONTROL STRUCTURE
STOPLOGS INSTALLED TO 6304.00' OV4-IRR. PIPE'
STA: 500+75.35 32.50' OF l8" C -900 0.721
OFF. 0.00'
OVERFLOW PIPE INV. IN
S T A.500+42.85
S TA. 109+ d8. 04
0/S 111.53'R S TA. 109+33.51
ELEV=6306.00 O/S 90.89'R-1
ELEV = 6294.00
1
STA.110+45.76
O/S 106.061R_,__,,
ELEV = 6306.00
1
STA. I10+58.56
E E V = 6294 00
R20.0'
STA. 110+65.04
1
0/S 112.85'R
EL E V = 6306.00
STA. 110+93.39
0/S 77.60'R
ELEV = 629J. O7
STA.I II +07.98
0/S 104.25'R
ELEV = 6306.00
TRACT C
201
STA.I II +23.71
--- o /S -8T."
_ EL E V = 6306.00
R6/.0'
POND-3-
i
S TA. 109+08.26
OiS 78.01 'R
ELEV = 6306.00
1//
R170.0'
S T A.111 +09.92
0/S 59.78'R
ELEV = 6306.00
20
0
d� STA.I +15.19
0 / S 7.20'R
s�SO EL V = 630 .00
- SD -
I
9 30.51' R 1
EL E V = 629J.00 I~
OND LOW POINT I I
l�
L E V 6294.00 /
I y
11
y
R170.0' 1 I
� l l
I 1' ti
x l lI STA.I10 g4
0 / S 54.
ELEV= 29?
/0
' m
� 1
I y
ti
+07.4 ,z:: m
v 0 / S 30.0 F?
1 ELEV = 306. I
STA.110+1 m
O/Is 54.00 R
-624.011
IC'' m
1 � ~
STA. 110+ 0
m 0/S 30.0
ELEV=6 06I0
n,
POND LIIP INT
I ^ LEV= 94/0
I I �
1 KKA TRACT A R�VERSITON��
OAD CUNT �? I E
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ti
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OWN
GRAPHIC SCALE
0 10 20 40 80
( IN FEET )
I inch =20 ft.
NOTE:
1. POND / AND POND 2 STA TIONS AND OFFSETS BASED ON RI VERSTONE
CHUKKA ROAD CENTERL INE AL IGNI`9ENT.
CHECKED B Y.- AMR
DRAWN BY- V✓T
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JOB #: 2017-13
FOR
CONSTRUCTION
C53
9 " PA RS—lA L L FL U` F OE TA IL
NOT TO SCALE
PRECAST FIBERGL ASS ENL' n n rno
6" OF TAPERED CONCRETE FOR FL AR
CONNEC TI
12"PIP INFLOW INTO UNIT
SL OPED A T l%
USE ANCHORS TO L OCA
VER TICAL L Y AND HORN
12"P.I.P. INFLOW INTO Ul
SL OPED A T l%
NOTE UNIT IS A PRECAST FIBERGLASS 9"PARSHALL FLUME WITH
END CONNECTORS MANUFAC TURED BY OPEN CHANNEL FL OW.
INSTALL UNIT AS PER MANUFACTURERS RECOMMENDATIONS
IRRIGA TION SPL IT TER SOX
OUTFL OW TO NOR TH IRRIGA TION L INE
NI-IRR. PIPE - 12"P.I.P.
l2"FRESNO
SERIES 6600 MODEL 10/C SL IDE GA TE
TO CONTROL FLOW
l2"FRESNO
SERIES 6600 MODEL 10/C SL IDE GA TE
TO CONTROL FLOW
12"FRE'rAltl
SERIES 6600 MODEL 10/C SL IDE GA
TO CONTROL FL
-------------------
NI IRR. PIPE - 12 " P
IN V. OUT ELEV.=631,
2' SUMP
TO CAPTURE SEDIMENT
NTS
PL AN VIEW
_ L FL UME
12"PIP OUTFLOW PIPE
;AST FIBERGLASS END ADAPTOR
IRRIGA TION DI VERSION S TRUC TURF
12 " FRESH""
SERIES 6900 MODEL 10/C SL IDE GA
TO CONTROL FL C
' CONCRETE AROUND UNIT
�'R MANUFACTURER'S SPECIFICATIONS
632� 00' OUTFL OW TO IRRIGA TION L INES
FEED I -IRR. PIPE - 12"P.I.P.
' P.1.P. OUTFL OW PIPE
V V. EL E V. 632/. d3'
TOC ETEV.-6
NTS
PL AN VIEW
/V
INFL O W FROM EXIS TING BA SIN DI TCH
L A TERAL UNDER HIGH WA Y 82
2d"EOUIVALENT ELLIPTICAL RCP
CROSS -SECTION C
METAL GRA TE
SEE WALL CROSS SECTION
DETAIL, THIS SHEET
'IN DI TCH L A TERAL INFL OW
: IN EL E V. = 6323.93'
j SA 5EYL 632/. 33'
2' SUMP
TO CAPTURE SEDIMENT
N
INFL OW FROM BASIN DI TCH L A TERAL
FEEDd -IRR. PIPE - 12 " P. I. P.
Kljt/Iljr�/l:�/ll�:l�(/1 J
OUTFL OW TO EAST IRRIGA TION L INE
EI -IRR. PIPE - 12"P.I.P.
CROSS -SECTION S
0
ti
TA GRATE
'C EL E V. = 6324 YO'
P DEEP OVERFLOW CUT OUT
EL E V. 6323.00'
SEE WA L CROSS SECTION
DETAIL, THIS SHEET
-EDd-IRR. PIPE - l2"P.I.P.
V. IN EL E V. = 63/B. 37'
SE ELEV = 63/5.87'
-------------------------
FEED l - IRR. PIPE - 12 " P. I, l
IN V. OUT ELEV.=6323.83'
INFL OW FROM POND - l AND POND -2 L IA'r_
85-IRR. PIPE - 18"P.1.
WET WELL SIZE TO BE DETERMINE
REFER TO STRUCTURAL DRAWING
INFLOW FROM POND - 3 L : /YC
C8-IRR. PIPE - 18"P.I.P.
IRRIGA TION WET WEL L
PLAN VIEW
NTS
6" OF TOPSOIL
SL OPE A WA Y FROM VA UL T
N PER PL AN
AL UMINUM STEPS
16"MAX. SEPARATION.
AL IGN WITH HA TCH.
WALL CROSS—SECTION
WITH RESA R
2 " CLEAR MIN,
NO TE : VER T REINF
SHOW FOR CL ARI T
2 " CL EAR MIN.
6 CORNER BAR 12 " 0.
2d »
CROSS - SEC TION D
00 ,•
.d
O a .
?Z. 12 " 0. C.
/2 " O. C.
> 12 " O. C. x 12"
VG TH
612"0.C. EACH WAY
T YPI CA L C ORNER
PL AN VIEW
BACI(FIL L WI TH CL ASS 6
AGGREGATE COMPACTED
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TO 95%A5 PER ASTM D698 =
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SUMP EL EV. 6291.50'
85-IRR. PIPE
C8-IRR. PIPE
IN V. IN EL E V. 6292.00'
A T TA CH PUMP SKID TO CONC. WET WEL L OR
L 1D PER MANUFAC TUBER'S INSTAL L A TION
REOUIREMENTS
TO EL E V. 6306.00'
= /4' o'
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III II —��
8" MINIMUM GRANUL AR BEDDING MA TERIAL
CL ASS 6 A66REGA TE COMPACTED
TO 950A5 PER ASTM D698
OR COMPACTED 112-1 "
WASHED SCREENED
UNDISTURBED
NA TI VE MA TERIAL
CHECKED B Y.- AMR
DRAWN BY.- VJT
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JOB #: 2017-13
FOR
CONSTRUCTION
C54
6" OF TOPSOIL
IRRIGA TION PIPE TRENCH OE TA IL
NOT TO SCALE
PROPOSED GRADE
MAX. SL OPE
/.5: /
NOR THERM EDGE OF FIEL D l : RA W WA TER AND
IRRIGA TION COMMON MON TRENCH OE TA IL
STA. 103*29 TO 113*60
COMPACTED NATIVE MATERIAL (3"MINUS)
OR CL ASS 6 AGGREGA TE AS DETERMINED
BY OWNER W/ COMPACTION
DENSI T Y OF 951 PER AS TM D698
CL ASS 6 AGGREGA TE BASE COURSE
COMPACTION TO 95$
PER AS TH D698
" MIN.
RA W WA TER TRENCH DE TA IL
NOT TO SCALE
PROPOSED GRADE
12 " PIP RA W WA TER L INE
DEP TH PER PROFIL E
50S L OCAL BEDDING SAND 50$ TOPSOIL
OR COMPA C TED S TRUC TURAL FILL
PROCESSED ON SITE
0.5'
CL ASS 6 AGGREGA TE BASE COURSE
COMPACTION TO 951
PER AS TM D698
AGRIORAIN IN L INE WA TER L EVEL
CONTROL STRUCTURE
18 " PIPE SIZE
SEE PROFIL E FOR EL E VA TION INFORMA TION
PROPOSED GRI
NOT TO SCALE
PROPOSED GRADE
0.5'
1
8 " C - 900 PRESSURIZED
IRRIGA TION L INE
GEO TEX TIL E FABRIC
KEYED INTO SOIL
50$ L OCAL BEDDING SAND
50S TOPSOIL
0.5'
CL ASS 6 AGGREGA TE BASE COURSE
COMPACTION TO 95%
PER ASTM D698
12 " PIP RA W WA TER L INE
DEP TH PER PROFIL E
RIPRAP CROSS SECTION
NOT TO SCALE
A GRIDRA IN DE TA IL
NOT TO SCALE
--
I-
UNDISTURBED
NA TI VE MA TERIAL
NO TE: IF GROUND WA TER IS DETERMINED TO BE A T AN EL E VA TION ABO VE THE BO T TOM OF THE POND. SAKRETE
BAGS CAN BE USED TO HEL P COUNTER BUO YANC Y OF THE L INER. ENGINEER SHOUL D BE NO TIFIED IF THIS IS
REQUIRED.
GRADE TOWARD CENTER l0% TO KEEP —7
RUNOFF WITHIN RIPRAP /
PROPOSED /8" C9001NTAKE L INE
MIN. 0. 59 SL OPE
SOU THERN EDGE OF FIEL D l RA W WA TER, IRRIGA TION,
A NO UNOERORA IN C 0/` MON TRENCH OE TA IL
STA. 206*51 TO 213*95
NOT TO SCALE
PROPOSED GRADE
' 05• - -
77/,77/,
12 " PIP RA W WA TER L INE
DEP TH PER PROFIL E
8 " C - 900 PRESSURIZED
IRRIGA TION L INE
0.5'
RIPRA P SIZING (PL AN VIEW)
SAKRETE BAGS - 0TY. AS REOUIRED
INSTAL L INTAKE SCREEN
SEE PROFIL E
III III III_
P VC L INER PIPE 800 T/ WA TER STOP - T YP. AL L PIPING
ENTERING POND. SUBMI T DRA WINGS FOR BOO T FOR RE VIEW
NOT TO SCALE
�8' (TYP.)----�
BENCH Q' BEL
WA TER SURF,
l2 " T YPICAL B CKFIL L
/ /7/ G T117A/.q 1?F1 17W RFA
PRO VIDE SLACK IN
LINER
FLOW FROM PERF. i
30 MIL. (MIN.) PVC L INER
50S L 0CAL BEDDING SAND
50S TOPSOIL
CL ASS 6 AGGREGA TE BASE COURSE
COMPACTION TO 95$
PER AS TM D698
12" SOR -35 (SOL ID)
UNDERDRAIN COL L EC TOR LINE
DEP TH PER PROFIL E
ANCHOR TRENCH DE TA IL
NOT TO SCALE
2' BENCH BETWEEN TOP
OF S OPE AND ANCHOR TR NCH
MEMBRANE L INER
PIPE DA YL IGHT
__ 7H
AI
RIPRAP D50 = 12
''j -III III_ � III- III III
COMPACTED SUBGRADE
GRA SS EDGE DE TA IL FOR P VC L INERS
NOT TO SCALE
. O TEXTIL E
V5HION L A YER
ANCHOR TRENCH
MEWBRA NE L INER 300 T PENE TRA TION DETAIL
NOT TO SCALE
(FIELD SEAM R L SIDES)
CHECKED B Y.- AMR
DRAWN BY.- VJT
cm
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JOB #: 2017-13
FOR
CONSTRUCTION
C55