P500_Amd0003_DWGS_Signed.pdf
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2.0%
APRON ACCESS
4.50
2.0%
COMBINED SERVICES CORRIDOR
3.00
6:1
SWALE
2.0%
APRON
SHOULDER
0.75
TYP.
1.00
TYP.
1.00
TYP.
0.10 0.10
C-504
SHEET NOTES:
1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
2m
1:20
B1COMBINED SERVICES CORRIDOR SECTION
C-167SCALE 1:20m H, 1:20m V
100Ø LV CONDUIT
600mm COVER
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
100Ø LV CONDUIT
600mm COVER
100Ø COMMUNICATIONS
CONDUIT 300mm COVER
100Ø COMMUNICATIONS
CONDUIT 300mm COVER
80Ø AGL CONDUIT
500mm MIN COVER
DATE: 08/04/2023
Evan Mizue
105.00
0.1%
0.62
0.145
33.307
9.7
0.5
-2 8.5
8.4
7.5
2.0
3.0
9.2
9.2
JB12
0x
JB
0.1%
0.72
0.288
35.694
9.6
0.5
5.6
8.4
7.4
8.4
2.1
3.0
2.1
9.2
9.2
JB11
0x
JB
0.1%
0.78
0.422
35.706
9.6
0.5
.23
8.3
7.3
8.3
2.2
3.1
2.1
9.2
9.2
JB10
0x
JB
0.1%
0.89
0.573
35.096
9.7
0.5
.83
8.2
7.3
8.3
2.2
3.2
2.2
9.1
9.1
JB09
0x
JB
0.1%
1.00
0.707
35.105
9.6
0.5
4.8
8.2
7.2
8.2
2.3
3.2
2.3
9.1
9.1
JB08
0x
JB
0.1%
1.38
0.850
35.697
9.6
0.5
0.8
8.1
7.1
8.1
2.4
3.3
2.3
9.0
9.0
JB07
0x
JB
9.3
0.5
7.4
7.9
6.9
8.1
2.6
3.5
2.4
8.9
9.0
JB06
0x
JB
CHAINAGE
EXISTING SURFACE
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
PIPE GRADE (%)
PIPE SIZE (mm) VELOCITY (m/s)
10% AEP PIPE FLOW (cu.m/s)
PIPE CLASS
DATUM R.L.
A1DRAINAGE LONGITIUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
CS301
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
50m25
0 12.5m6.25
1:125
1:500
EXISTING SURFACE
DESIGN SURFACE
10% AEP
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
CHAINAGE
EXISTING SURFACE
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
PIPE GRADE (%)
PIPE SIZE (mm) VELOCITY (m/s)
10% AEP PIPE FLOW (cu.m/s)
PIPE CLASS
DATUM R.L.
0.1%
0.96
0.978
35.101
9.3
0.5
7.4
7.9
6.9
8.1
2.6
3.5
2.4
8.9
9.0
JB06
0x
JB
0.1%
0.98
1.109
35.090
9.2
0.5
3.4
7.8
6.9
7.8
2.6
3.6
2.6
8.9
8.9
JB05
0x
JB
0.1%
0.99
1.228
35.704
9.2
0.5
9.4
7.7
6.8
7.8
2.7
3.7
2.7
8.9
8.9
JB04
0x
JB
0.1%
1.05
1.353
33.295
9.1
0.5
6.0
7.7
6.7
7.7
2.8
3.7
2.7
8.9
8.9
JB03
0x
JB
6.7
7.6
3.8
2.8
8.8
JB02
0x
JB
CS302
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A1DRAINAGE LONGITIUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
50m25
0 12.5m6.25
1:125
1:500
EXISTING SURFACE
DESIGN SURFACE
10% AEP
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
0.1%
1.10
1.450
33.309
9.1
0.5
0.2
7.6
6.7
7.6
2.8
3.8
2.8
8.8
8.8
JB02
0x
JB
0.1%
1.19
1.559
24.656
9.0
0.5
4.4
7.6
6.6
7.6
2.9
3.8
2.9
8.8
8.8
JB01
0x
JB
0.1%
1.10
1.540
10.346
9.1
0.2
1.3
7.5
7.5
2.7
2.6
8.8
PEN1
PE
NS
TO
CK
0.1%
1.27
0.810
2.091
9.5
0.2
4.5
7.5
7.5
2.7
2.7
8.7
8.7
WEIR1
W
EI
R
0.1%
1.27
0.810
15.240
9.5
0.2
8.4
7.4
7.5
2.7
2.7
8.5
8.6
D1 x1
0 J B
0.2%
1.78
1.501
20.101
9.3
0.1
5.4
7.4
7.4
2.6
2.6
8.2
8.4
D2 x2
0 J B
9.3
8.6
6.6
7.4
7.4
1.2
1.2
8.0
HW1
HW
O
UT
CHAINAGE
EXISTING SURFACE
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
PIPE GRADE (%)
PIPE SIZE (mm) VELOCITY (m/s)
10% AEP PIPE FLOW (cu.m/s)
PIPE CLASS
DATUM R.L.
CS303
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A1DRAINAGE LONGITUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
50m25
0 12.5m6.25
1:125
1:500
EXISTING SURFACE
DESIGN SURFACE
10% AEP
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
PIPE GRADE (%)
PIPE SIZE (mm) VELOCITY (m/s)
10% AEP PIPE FLOW (cu.m
PIPE CLASS
DATUM R.L. 105.00
2100x900
0.1%
1.37
2.583
BC
185.590
9.5
9.2
0.0
7.7
1.4
9.3
9.5
T01
.45
E
4.7 5N x
G
IP
0.1%
1.80
2.581
1.572
8.2
9.8
7.2
7.5
7.5
2.2
2.2
8.8
8.9
PEN2
PE
NS
TO
CK
0.1%
2.13
2.410
1.727
9.0
9.8
1.4
7.4
7.5
2.3
2.2
8.8
8.8
WEIR2
W
EI
R
0.1%
2.47
2.581
16.276
9.1
9.8
5.3
7.4
7.4
2.3
2.3
8.4
8.8
D4 x2
0 J B
9.3
8.6
2.6
7.4
7.4
1.2
1.2
8.3
HW2
HW
O
UT
CS304
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A1DRAINAGE LONGITUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
50m25
0 12.5m6.25
1:125
1:500
DESIGN SURFACE
EXISTING SURFACE10% AEP
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
103.00
-0.0%
1.64
0.725
2.940
9.5
0.2
-4
.02
7.5
7.5
2.7
2.7
0.0
8.7
WEIR1
W
EI
R
-0.0%
1.91
0.701
1.572
9.3
0.0
-4
.88
7.4
3.8
7.5
2.6
6.2
2.5
8.4
8.5
0.0
SQID1
GP
T
SP
EL
0/2
9.3
0.1
-4
.43
7.4
7.4
2.6
2.6
8.2
8.4
D2 x2
0 J B
103.00
0.2%
1.33
0.432
5.165
9.0
9.8
0.0
7.5
7.4
2.2
2.3
8.8
8.8
WEIR2
W
EI
R
-0.0%
1.71
-0.444
3.538
9.3
0.0
.28
7.4
3.8
7.5
2.5
6.2
2.5
8.8
8.8
SQID2
GP
T
SQ
ID
0.2%
1.41
-0.442
17.482
9.3
0.0
.63
7.4
7.4
2.5
2.5
8.8
8.8
D3 x1
0 J B
9.1
9.8
.77
7.4
7.4
2.3
2.3
8.4
8.8
D4 x2
0 J B
105.00
-0.0%
1.12
0.178
4.900
9.8
0.6
0.0
6.9
6.6
3.6
3.9
8.8
8.9
TR01
OR
IF
IC
E
9.0
0.5
6.3
7.6
6.6
6.9
2.9
3.8
3.5
8.8
8.8
JB01
0x
JB
105.00
-0.0%
1.00
0.160
8.400
9.2
0.6
0.0
7.0
6.7
3.6
3.9
8.8
8.9
TR02
OR
IF
IC
E
9.1
0.5
9.8
7.6
6.7
7.0
2.8
3.8
3.5
8.8
8.8
JB02
0x
JB
105.00
-0.0%
1.11
0.177
4.900
9.2
0.6
0.0
7.0
6.7
3.5
3.8
8.9
9.0
TR03
OR
IF
IC
E
9.1
0.5
6.3
7.7
6.7
7.0
2.8
3.7
3.4
8.9
8.9
JB03
0x
JB
105.00
-0.0%
1.05
0.167
8.400
9.3
0.6
0.0
7.1
6.8
3.5
3.8
8.9
9.0
TR04
OR
IF
IC
E
9.2
0.5
9.8
7.7
6.8
7.1
2.7
3.7
3.4
0.0
8.9
JB04
0x
JB
CHAINAGE
EXISTING SURFACE
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
10% AEP PIPE FLOW (cu.m/s)
DATUM R.L.
PIPE SIZE (mm) VELOCITY (m/s)
PIPE GRADE (%)
PIPE CLASS
CS305
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A1DRAINAGE LONGITUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
50m25
0 12.5m6.25
1:125
1:500
DESIGN SURFACE (TYP.)
EXISTING SURFACE (TYP.)
10% AEP (TYP.)
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
7.5
2.7
8.7
CHAINAGE
EXISTING SURFACE
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
10% AEP PIPE FLOW (cu.m/s)
DATUM R.L.
PIPE SIZE (mm) VELOCITY (m/s)
PIPE GRADE (%)
PIPE CLASS
105.00
-0.0%
1.12
0.178
4.900
9.3
0.6
0.0
7.2
6.9
3.4
3.7
8.9
9.1
TR05
OR
IF
IC
E
9.2
0.5
6.3
7.8
6.9
7.2
2.6
3.6
3.3
8.9
8.9
JB05
0x
JB
CS306
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A1DRAINAGE LONGITUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
50m25
0 12.5m6.25
1:125
1:500
DESIGN SURFACE (TYP.)
EXISTING SURFACE (TYP.)
10% AEP (TYP.)
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
-0.0%
1.05
0.168
8.400
9.3
0.6
0.0
7.2
6.9
3.3
3.6
9.0
9.1
TR06
OR
IF
IC
E
9.3
0.5
9.8
7.9
6.9
7.2
2.6
3.5
3.2
8.9
9.0
JB06
0x
JB
CHAINAGE
EXISTING SURFACE
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
PIPE GRADE (%)
PIPE SIZE (mm) VELOCITY (m/s)
10% AEP PIPE FLOW (cu.m/s)
PIPE CLASS
DATUM R.L. 105.00
-0.0%
1.13
0.179
5.150
9.8
0.6
0.0
7.4
7.1
3.1
3.4
9.0
9.2
TR07
OR
IF
IC
E
9.6
0.5
6.3
8.1
7.1
7.4
2.4
3.3
3.0
9.0
9.0
JB07
0x
JB
105.00
-0.0%
1.04
0.165
8.650
9.7
0.6
0.0
7.5
7.2
3.1
3.4
9.1
9.2
TR08
OR
IF
IC
E
9.6
0.5
9.8
8.2
7.2
7.5
2.3
3.2
2.9
9.1
9.1
JB08
0x
JB
105.00
-0.0%
1.13
0.179
5.150
9.8
0.6
0.0
7.6
7.3
3.0
3.3
9.1
9.3
TR09
OR
IF
IC
E
9.7
0.5
6.3
8.2
7.3
7.6
2.2
3.2
2.9
9.1
9.1
JB09
0x
JB
105.00
-0.0%
1.05
0.167
8.650
9.9
0.6
0.0
7.6
7.3
2.9
3.2
9.2
9.3
TR10
OR
IF
IC
E
9.6
0.5
9.8
8.3
7.3
7.6
2.2
3.1
2.8
9.2
9.2
JB10
0x
JB
105.00
-0.0%
1.10
0.175
5.150
9.8
0.6
0.0
7.7
7.4
2.8
3.1
9.2
9.3
TR11
OR
IF
IC
E
9.6
0.5
6.3
8.4
7.4
7.7
2.1
3.0
2.7
9.2
9.2
JB11
0x
JB
CS307
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A1DRAINAGE LONGITUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
50m25
0 12.5m6.25
1:125
1:500
DESIGN SURFACE (TYP.)
EXISTING SURFACE (TYP.)
10% AEP (TYP.)
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
DESIGN SURFACE
INVERT LEVEL
HGL
DEPTH TO INVERT
FROM TOP OF PIT
PIPE GRADE (%)
PIPE SIZE (mm) VELOCITY (m/s)
10% AEP PIPE FLOW (cu.m/s)
PIPE CLASS
DATUM R.L. 105.00
-0.0%
1.01
0.160
8.650
9.8
0.6
0.0
7.8
7.5
2.8
3.1
9.2
9.3
TR12
OR
IF
IC
E
9.7
0.5
9.8
8.4
7.5
7.8
2.0
3.0
2.7
9.2
9.2
JB12
0x
JB
105.00
(2x)1800x900
0.3%
1.70
4.397
BC
62.395
9.9
9.2
0.0
8.3
0.9
9.1
9.2
HW4
HW
IN
0.1
9.0
.39
8.1
8.1
0.9
0.9
8.6
HW3
HW
O
UT
106.00
(2x)600x450
0.8%
0.00
BC
15.600
8.9
9.4
0.0
8.9
0.4
0.0
HW6
HW
IN
8.8
9.3
.60
8.8
8.8
0.4
0.4
0.0
0.0
HW5
HW
O
UT
RFACE
ACE
ERT
PIT
s)
FLOW (cu.m/s)
CS308
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A1DRAINAGE LONGITUDINAL SECTION
SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL
50m25
0 12.5m6.25
1:125
1:500
EXISTING SURFACE (TYP.)
DESIGN SURFACE (TYP.)
10% AEP (TYP.)
CULVERT SIZE ADOPTED
AS PER AIR P700 PROJECT
1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.
3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.
4. REFER TO DRAWING CS504 FOR SQID SETOUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
CS401
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO FE S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
ID DESCRIPTION SET OUT LOCATION DRAIN COMMENTS
EASTING NORTHING ORIENTATION SURFACE LEVEL SIZE LEVEL
PEN1 PENSTOCK 1 216615.7195 8394219.67 22 14 40" 130.278
127.554
127.580 FOR PENSTOCK 1 DETAIL REFER TO DRAWING CS510
D1 1500x1500 JB 216603.7503 8394230.798 22 14 40" 130.27
127.489 127.511
HW1 HEADWALL 216570.3527 8394215.922 261 54 41" 128.627 1200 127.427 FOR HEADWALL DETAIL REFER TO DRAWING CS508
T01 2500 x 2500 GIP 216684.4534 8394034.753 13 14 3 . " 129.251 2100x900 127.793
PEN2 PENSTOCK 2 216588.5176 8394195.386 22 14 40" 129.812
2100x900
127.540
127.570 FOR PENSTOCK 2 DETAIL REFER TO DRAWING CS511
HW2 HEADWALL 216568.9404 8394210.763 30 52 16" 128.627 1200 127.427 FOR HEADWALL DETAIL REFER TO DRAWING CS508
WEIR1 WEIR PIT 1 216606.3746 8394227.858 4 06 1 " 130.267
127.514 127.544
127.514 FOR WEIR DETAIL REFER TO DRAWING CS509
SQID1 SQID 216594.0013 8394216.133 4 14 40" 130.091
127.514
127.470 420 L/s TREATMENT FLOW
D2 2100x2100 JB 216591.0388 8394219.45 22 14 40" 130.1
127.460 127.470 127.470
WEIR2 WEIR PIT 2 216585.2254 8394197.235 22 14 3 " 129.81
127.445 127.537
127.539 FOR WEIR DETAIL REFER TO DRAWING CS509
SQID2 SQID 216599.7951 8394209.643 4 14 40" 130.066
127.499
127.529 420 L/s TREATMENT FLOW
D3 1200x1200 JB 216596.8982 8394212.888 22 10 03" 130.079
127.499 127.499
D4 2100x2100 JB 216582.6432 8394200.128 13 14 40" 129.838
127.443 127.473 127.443
TR01 FLAME TRAP GRATED INLET PIT 216636.64 8394203.491 22 14 56" 130.633 450 126.960 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB01 900x2000 JB 216631.902 8394199.262 31 14 40" 130.555
127.605 126.960 127.635
TR02 FLAME TRAP GRATED INLET PIT 216662.0264 8394180.309 22 11 23" 130.676 450 127.023 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB02 900x2000 JB 216654.684 8394173.743 31 14 40" 130.555
127.668 127.023 127.698
TR03 FLAME TRAP GRATED INLET PIT 216682.1911 8394152.465 22 12 33" 130.633 450 127.087 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB03 900x2000 JB 216677.4563 8394148.233 31 14 40" 130.555
127.732 127.087 127.762
TR04 FLAME TRAP GRATED INLET PIT 216709.176 8394127.492 22 11 46" 130.676 450 127.152 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB04 900x2000 JB 216701.833 8394120.927 31 14 40" 130.555
127.797 127.152 127.827
TR05 FLAME TRAP GRATED INLET PIT 216730.5394 8394098.306 22 16 12" 130.633 450 127.217 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB05 900x2000 JB 216725.801 8394094.079 31 14 40" 130.555
127.862 127.217 127.892
TR06 FLAME TRAP GRATED INLET PIT 216757.1248 8394073.781 22 15 15" 130.676 450 127.283 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB06 900x2000 JB 216749.7758 8394067.222 31 14 40" 130.555
127.928 127.283 128.105
TR07 FLAME TRAP GRATED INLET PIT 216778.8878 8394044.147 22 17 1 " 130.633 450 127.496 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB07 900x1500 JB 216774.1478 8394039.921 31 14 40" 130.555
128.141 127.496 128.171
TR08 FLAME TRAP GRATED INLET PIT 216805.4731 8394019.622 22 14 15" 130.676 450 127.561 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB08 900x1500 JB 216798.1258 8394013.061 31 14 40" 130.555
128.206 127.561 128.236
TR09 FLAME TRAP GRATED INLET PIT 216826.8365 8393990.435 22 16 3 " 130.633 450 127.626 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB09 900x1500 JB 216822.0973 8393986.209 31 14 40" 130.555
128.271 127.626 128.301
TR10 FLAME TRAP GRATED INLET PIT 216853.8214 8393965.463 22 13 30" 130.676 450 127.692 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB10 900x1500 JB 216846.4754 8393958.901 31 14 40" 130.555
128.337 127.692 128.367
TR11 FLAME TRAP GRATED INLET PIT 216875.5844 8393935.829 22 16 3 " 130.633 450 127.758 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB11 900x1500 JB 216870.8452 8393931.602 31 14 40" 130.555
128.403 127.758 128.433
TR12 FLAME TRAP GRATED INLET PIT 216900.971 8393912.647 22 13 03" 130.676 450 127.828 FOR FLAME TRAP DETAILS REFER TO DRAWING CS502
JB12 900x1500 JB 216893.6258 8393906.084 31 14 40" 130.555
128.473 127.828
HW4 HEADWALL 216877.1876 8394091.175 31 17 51" 129.24 (2x)1800x900 128.340 FOR HEADWALL DETAIL REFER TO DRAWING CS508
HW3 HEADWALL 216836.4954 8394138.48 31 17 51" 129.03 (2x)1800x900 128.130 FOR HEADWALL DETAIL REFER TO DRAWING CS508
HW6 HEADWALL 217014.3669 8394543.668 316 54 54" 129.435 (2x)600x450 128.985
HW5 HEADWALL 217003.708 8394555.064 316 54 54" 129.314 (2x)600x450 128.864
PIT SCHEDULE
1. REFER TO DRAWINGS C-003 TO C-005 FOR AIRCRAFT LOADING AND
BOGEY CONFIGURATION WHEN DETERMINING CULVERT LOADING
REQUIREMENTS.
2. DRAIN SIZE AND LEVEL SHOW DOWNSTREAM INVERT CULVERT AND
OTHER CONNECTING CULVERTS IN A CLOCKWISE ROTATION.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
AU
G
PENSTOCK EMERGENCY ISOLATION VALVE.
REFER TO ELECTRICAL DRAWINGS E-107
AND E-511 FOR POWER SUPPLY
C C C C C C C C
C C C C
C
C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C
C
C C
C C
C C
C C
C C
C
C
C
LVLVLVLVLVLVLVLVLVLVLVLV
LV LV LV LV LV LV LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
INDICATIVE VENT PIPES TO BE
INSTALLED IN ACCORDANCE TO
MANUFACTURERS SPECIFICATION
SQID TREATMENT FLOW TO
OPERATE AT 420 L/s
1500900
EXTENT OF FLEXIBLE PAVEMENT
WEIR 1D1
PEN 1
SQID 1
SQID 2
D3
D4
D2
WEIR 2 PEN 2
CONCRETE COVER SLAB.
REFER TO PAVEMENT
DRAWINGS FOR DETAILS
AGL
AG
L
AG
L
AG
L
AG
L
AG
L
AG
L
AG
L
AG
L
AG
L
AG
L
A
HW1
HW2
SQID MAINTENANCE STUB PROVIDED
CLASS 'D' FRAME AND CONCRETE
FILLED COVER (TYPICAL)
5MPa CLSM 7MPa BLINDING CONCRETE
COVER SLAB. REFER TO PAVEMENT
DRAWINGS FOR DETAILS
CS504
FINAL SUBMITTAL
C044138No.RE
GI
S T
ER
ED PRO F E S S I ON A L E NG I NEER
ST A T E O F C A L I F O R N I A
10m
1:100
A1STORMWATER QUALITY IMPROVEMENT DEVICE 1 (SQID 1)
SCALE: 1:100
TN
PLAN
NORTH
1. ALL DIMENSIONS SHOWN IN METRES UNLESS NOTED OTHERWISE.
2. SQID PER SPECIFICATION REQUIREMENTS OR APPROVED EQUIVALENT.
TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND
DETAILS WITH ANCHOR KITS AND CLASS D ACCESS COVERS AND FRAMES.
3. VENT PIPES TO BE INSTALLED AT EACH REQUIRED CHAMBER WITHIN SQID
UNIT.
4. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.
5. REFER TO C-001 AND C-002 FOR LEGEND DETAILS.
6. REFER TO C-101 FOR CONTROL LINE DETAILS.
7. REFER TO CR107 AND CR108 FOR PAVEMENT SETOUT DETAILS.
B4SECTION
NTS
B4
1.6
.8
3.65
SQID
DEVICE
0.
NOTE:
SQID DEVICE TO BE ADEQUATELY RESTRAINED TO
PREVENT FLOTATION UNTIL CLSM BACKFILL HAS
BEEN COMPLETED.
ED
GE
O F
AP
RO
N
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
20075
200 1200
1200x 2400
CLEAR OPENING
OUTLET PIPE
HIGH LEVEL BENCHING
REFER TO PIT
BENCHING DETAIL
3 MONTH FIRST FLUSH
FLOW TO SQID
LOW LEVEL BENCHING. PROVIDE LOCAL
SHAPING TO DIRECT TOWARDS SQID
2 X CONFINED SPACE
SIGNAGE FITTED INSIDE PIT.
WEIR WALL
CLASS 'D' TYPE GALVANIZED MILD
STEEL GRATE REFER TO STRUCTURAL
DRAWINGS FOR DETAILS
FLOWFLOW
FL
OW
FLOW
25MPa MASS CONCRETE
BENCHING. SHAPE AND SMOOTH
BENCHING TO DIRECT FLOW TO
OUTLET PIPE
REFER STRUCTURAL DRAWINGS
FOR WEIR HEIGHT
WEIR WALL
CS509
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
A3WEIR WALL AND DOWNSTREAM BENCHING SECTION
NOT TO SCALEA1AIRSIDE STORMWATER DIVERSION PIT AND WEIR WALL SECTION
NOT TO SCALE
A1
C1WEIR WALL AND DOWNSTREAM BENCHING PLAN DETAIL
NOT TO SCALE
A3
1. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES UNLESS NOTED
OTHERWISE.
2. REFER TO STRUCTURAL DRAWINGS FOR WEIR PIT DETAILS.
3. REFER TO CS401 FOR PIT SETOUT SCHEDULE.
SHEET GENERAL NOTES:
NOTE:
WEIR 1 SHOWN, WEIR 2 SIMILAR.
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
PIT LID (SEE SP502)
A3DOUBLE HIGHT POINT VENT PIT (UNPAVED AREAS)
SCALE: 1:20mm
M
IN
TYP
CONCRETE
LANDSCAPEFINISH GRADE
LIMIT OF EXCAVATION
(SHEET NOTE 1)
BASE MATERIAL
(FINE CRUSHED ROCK)
SEE SHEET MP506 FOR
PIPING DETAILS
SELECT MATERIAL
PREPARED SUBGRADE
C3DOUBLE LOW POINT DRAIN PIT (UNPAVED AREAS)
SCALE: 1:20mm
M
IN
TYP
PIT LID (SEE SP502)
CONCRETE
LANDSCAPE
FINISH GRADE
BASE MATERIAL
(FINE CRUSHED ROCK)
LIMIT OF EXCAVATION
(SHEET NOTE 1)
SEE SHEET MP506
FOR PIPING DETAILS
SELECT MATERIAL
PREPARED SUBGRADE
FINISH GRADE
PIT LID (SEE SP502) FIBERGLASS PIT
A1LOW POINT DRAIN PIT (PAVED AREAS)
SCALE: 1:20mm
M
IN
TYP
PA
VE
M
EN
T
SE
CT
IO
N
SE
E
CP
BASE MATERIAL
(FINE CRUSHED ROCK)
CONCRETE (NOTE 3)
SEE SHEET MP506 FOR PIPING DETAILS
SELECT MATERIAL
PREPARED SUBGRADE
C1HIGH POINT VENT PIT (PAVED AREAS)
SCALE: 1:20mm
FINISH GRADE
PIT LID (SEE SP502) FIBERGLASS PIT
M
IN
TYP
PA
VE
M
EN
T
SE
CT
IO
N
SE
E
CP
12 1
BASE MATERIAL
(FINE CRUSHED ROCK)
LIMIT OF EXCAVATION
(SHEET NOTE 1)
CONCRETE (NOTE 3)
SEE SHEET MP506
FOR PIPING DETAILS
PREPARED SUBGRADE
SELECT MATERIAL
AGL AGL
AGL
AGL AGL AGL AGL AGL
AGL
AGL
LV LV LV LV
LV
LV
LV
LV LV LV LV LV LV LV LV LV
LV
LV
LV
LV
LV
ANODE GROUND
BED AND RECTIFIER
PROVIDE ISOLATION
VALVE PIT
C4
EK102
A1
CX501
C2
C-502 STA 3+425.558
CIVIL/MECHANICAL
COORDINATION POINT
BOP=129.300
STA 3+430.308
90° BEND
BOP=129.288
N:8393973.875
E:216960.924
STA 3+423.308, 0.600 RT
90° BEND
BOP=129.234
N:8393968.766 E:216956.102
STA 3+430.308,
2.200 RT
90° BEND
BOP=129.277
N:8393972.234 E:216962.389
STA 3+423.308, 2.200 RT
90° BEND
BOP=129.242
N:8393967.573 E:216957.167
STA 3+428.558
CIVIL/MECHANICAL
COORDINATION POINT
BOP=129.300
1.200
TYP
C1
MP505
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PROVIDE BOLLARDS
(TYP OF 9)
FINAL SUBMITTAL
REENIGNELANOISSEFORPDERETSIGER Daniel C. Weathers
CE-148667/20/23
10m
1:100
SHEET NOTES
1. PROVIDE SAFE SLOPING.
2. PROVIDE 3 m EARTH STAKE BETWEEN 300 AND 450 mm FROM PIT. SEE
DETAIL A3/E-516 FOR STANDARD DOMED EARTH REFERENCE POINT.
3. SEE SP502 FOR PIT REINFORCING.
4. PROVIDE BOLLARDS SO FOUNDATION IS AT LEAST 150 mm FROM EDGE OF
PIT AND EDGE OF CONCRETE MOWER PAD.
B1ISOLATION VALVE PIT ENLARGED SITE PLAN
SCALE: 1:100mm
2m
1:20
GRAPHIC SCALE
CX502
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E W
IT
H
AM
EN
DM
EN
T
JU
L
A1TRENCH SECTION
NOT TO SCALE
FINISHED SURFACE LEVEL
STONE FREE BACKFILL.
REFER TECHNICAL SPECIFICATION
TRENCH WIDTH
AS REQUIRED
M
IN
SAND BEDDING
WARNING TAPES (OVER EACH CONDUIT)
DANGER
LOW VOLTAGE CABLE
20MPa CONCRETE BLOCK
FINISHED SURFACE LEVEL
MARKER BLOCK TO FINISH FLUSH WITH
SURROUNDING FINISHED SURFACE.
CABLE MARKERS SHALL BE INSTALLED:
ABOVE ALL UNDERGROUND CABLE JOINTS;
ABOVE EVERY CHANGE OF DIRECTION;
AT MAXIMUM OF 50m SPACING ON STRAIGHT CABLE RUNS;
ABOVE HV CABLE CROSSING;
AT ROAD CROSSINGS.
ENGRAVED ARROW MARKER TO
INDICATE DIRECTION OF CABLE ROUTE.
DANGER HAZARD SYMBOL SHALL
COMPLY WITH AS 1319.
LABEL PLATE TO BE 3mm (MIN.)
BRASS OR STAINLESS STEEL. ALL
MARKINGS SHALL BE ENGRAVED
AND FILLED WITH DURABLE UV
RESISTANT PAINT.
LABEL PLATE SHALL BE DURABLY FIXED
TO MARKER BLOCK USING MECHANICAL
SCREW ANCHORS (NOT RAWL PLUGS
OR SIMILAR), AND EPOXY
CONSTRUCTION ADHESIVE.
DANGER
LOW VOLTAGE CABLE
A2TYPICAL DETAIL UNDERGROUND CABLE ROUTE MARKER
NOT TO SCALE
300 100 100
COMMS (SPARE)
AIRFIELD GROUND LIGHTING
NOTE:
1. WARNING TAPES SHALL BE INSTALLED APPROXIMATELY AT 50% OF THE DEPTH OF COVER FOR EACH SERVICE.
2. DETAIL PROVIDED TO SHOW MINIMUM SEPARATION FOR COMMON TRENCH.
LV POWER
MIN. MIN. MIN. MIN.
LV POWER TO FEED CP.P4
COMMS
REINSTATE SURFACE TREATMENT
(AS REQUIRED TO MATCH EXISTING)
M
IN
PROVIDE Ø100mm
DRAINAGE HOLES
(NOTE 4)
(N
OT
E
4)
AS
R
EQ
UI
RE
D50
0m m
M
IN
PROVIDE Ø100mm
DRAINAGE HOLE
CONDUIT BELLMOUTHS (TYPICAL)
BELLMOUTHS (AS REQUIRED)
REMOVABLE BEAM
PIT LABEL "HV ELECTRICAL" TO BE INSTALLED ON
EACH SIDE OF THE PIT. PLATE TO BE 3mm (MIN.)
BRASS OR STAINLESS STEEL. ALL MARKINGS SHALL
BE ENGRAVED AND FILLED WITH DURABLE UV
RESISTANT PAINT. LABEL PLATE SHALL BE DURABLY
FIXED TO MARKER BLOCK USING MECHANICAL
SCREW ANCHORS (NOT RAWL PLUGS OR SIMILAR),
AND EPOXY CONSTRUCTION ADHESIVE.
C1PIT LAYOUT
NOT TO SCALE
D1PIT LAYOUT WITH COVER
NOT TO SCALE
A
SECTION A-A
A
ADDITIONAL CONDUITS
AS REQUIRED
0 50
BLUE GRAVEL (NOTE 5)
SAND BEDDING
OTHER SERVICE CONDUITS
PASSING UNDER PIT
FINAL SUBMITTAL
E15580No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
R I C H A R D P . G U G G I A N A
E L E C T R I C A L
E-517
PIT SCHEDULE
PIT
NUMBER
PIT SIZE COORDINATES
LID TYPE
L W D EASTING NORTHING
P4-01 600 600 600 216607.938 8394235.175 CLASS D
P4-02 600 600 600 216624.920 8394216.152 CLASS D
P4-03 600 600 600 216657.256 8394245.018 CLASS D
P4-04 600 600 600 216689.592 8394273.885 CLASS D
P4-05 600 600 600 216699.441 8394262.655 CLASS D
P4-06 600 600 600 216745.930 8394210.578 CLASS D
P4-07 600 600 600 216794.369 8394156.318 CLASS D
P4-08 600 600 600 216891.003 8394048.071 CLASS D
P4-09 600 600 600 216939.148 8393994.139 CLASS D
P4-10 600 600 600 216960.844 8393974.340 CLASS D
P4-11 600 600 600 216988.766 8393938.481 CLASS D
P4-12 600 600 600 216901.488 8394121.689 CLASS D
P5-01 900 900 600 216859.693 8394098.075 CLASS D
P5-02 900 900 600 216852.007 8394091.324 CLASS D
1. THE PIT INSTALLATION DETAILS IN THIS DRAWING ARE INDICATIVE ONLY. REFER TO
PIT MANUFACTURE DRAWINGS FOR DETAILS.
2. ALL DIMENSIONS SHOWN ARE NOMINAL ONLY.
3. LV CONCRETE PIT DIMENSIONS PROVIDED IN LV ELECTRICAL PIT SCHEDULE SHALL BE
READ AS NOMINAL INTERNAL DIMENSIONS.
4. PIT DIMENSIONS TO BE CONFIRMED WITH PRECAST PIT SUPPLIER CERTIFIED DATA.
VENDOR SHALL PROVIDE SECTION 40 STRUCTURAL VERIFICATION OF PIT
STRUCTURAL DESIGN.
5. BEDDING FOR LV CONCRETE PITS SHALL CONSIST OF 150mm (MIN.) OF BLUE GRAVEL
OR EQUAL FOR DRAINAGE.
6. ALL CONDUIT ENTRIES TO PITS SHALL HAVE BELLMOUTHS INSTALLED, AND CONDUITS
SEALED AFTER CABLE INSTALLATION TO PREVENT THE INGRESS OF VERMIN OR
MOISTURE.
7. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE STATED.
NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
750 LAP
MIN.
750 LAP
MIN.
N16 'U' BARS TO GRATED DRAIN END.
MATCH TO WALL REINFORCEMENT
(AT 150 CTS MAX.)
300600 LAP
MIN.
POUR 2 POUR 1
EXTEND N16 WALL AND FLOOR
BARS FROM POUR 1 ACROSS
CONSTRUCTION JOINT AND
LAP TO N16 IN POUR 2
CJ
CJ
N12-150 U-BAR
200 LEG
TRENCH RENFORCEMENT
AS PER SECTION
PIT REINFORCEMENT
GRATED DRAIN
REINFORCEMENT
500 LAP
CJN16 STARTER BARS TO GRATED DRAIN.
MATCH TO DRAIN'S WALL AND SLAB
REINFORCEMENT
600 LAP MIN.STOP TOP WALL BARS 50 mm
FROM JOINT (BOTH SIDES)
CJ
350 305
CLASS G DUCTILE IRON
BOLT-DOWN TRENCH GRATE AND FRAME,
BLACK ASPHALTIC COATED.
FOR PAVEMENT DETAILS
(TYPICAL)
170 180 180 170
M
IN
D
EP
TH
M
AX
D
EP
TH
N16-150 U-BAR EF.
100 COG
CJCJ
PREPARE LEAN MIX TO SUIT
FALL REQUIREMENTS AND
INVERT LEVELS OF TRENCH
DRAIN NOMINATED ON
STORMWATER DRAWINGS.
MAINTAIN BASE OF TRENCH
THICKNESS AS SPECIFIED.
RE
FE
R
ST
OR
M
W
AT
ER
DR
AW
IN
GS
F
OR
IN
VE
RT
LE
VE
LS
A
ND
F
AL
LS
TOP OF WALL TO
SUIT CIVIL PAVEMENT
GRADING PLANS
N16-150-EW-EF
N12-150 U-BAR
200 COG (TYP.)
N16-150 L-BAR
150 COG (TYP.)CONCRETE PAVEMENT
EDGE THICKENING,
VARIES
SUBBASE, REFER
CIVIL DRAWINGS
PREPARED
SUBGRADE, REFER
CIVIL DRAWINGS
300mm DEEP N5 LEAN
MIX CONCRETE
300300
N12-150 U BAR 450 LEGS TYP.
45 COVER AT UPSTAND
LOCATIONS ONLY PROVIDE
L-BARS AT CORNERS
N12-150 U BAR 450 LEGS TYP.
45 COVER AT UPSTAND
LOCATIONS ONLY PROVIDE
L-BARS AT CORNERS
LEAN MIX
90150
BEARING
N16 HAIRPIN PLUG
WELD TO CAP PLATE
AND 6mm CFW BOTH
SIDES AT BASE
= 90
H
J
100mm COMPACTED
QUARRY RUBBLE
N12-200-EW T&B WITH
STD HOOKS AT ENDS
CAST IN uPVC PIPE AS PER
ELECTRICAL CONTRACTOR
SETOUT REQUIREMENTS
REFER ELECTRICAL
SHEETS FOR
DETAILS
SUBGRADE COMPACTED
TO 98%MMDD
200 MIN UNO.
LE
AN
M
IX
LE
AN
M
IX
LEAN MIX 750 THICK
LEAN MIX
300 THICK
S-508 500mm
1:5
FINAL SUBMITTAL
No
(CIVIL)
PROFE S S I ONAL ENG I NEER
1924AN
DRE A TENORIO
G U A M
CERT I F ICATE
A2INTERSECTION OF PIT AND TRECH DRAIN DETAIL
SCALE 1:20 A4SECTION
SCALE 1:20
B1DETAIL
SCALE 1:20 B2DETAIL
SCALE 1:20
B3DETAIL
SCALE 1:20
A1GRATED DRAIN DETAIL
SCALE 1:20
B4DETAIL
SCALE 1:5
A4
1. CONSTRUCT GRATED DRAINS IN SECTIONS OF EQUAL LENGTH
BETWEEN CONSTRUCTION JOINTS WITH A MAXIMUM SECTION LENGTH
OF 6.0 m.
2. POUR 2 SECTIONS TO BE CAST A MINIMUM OF 7 DAYS AFTER POUR 1
SECTIONS.
3. RECESS FOR GRATE FRAME AND REINFORCEMENT AT TOP OF GRATED
DRAIN WALLS TO SUIT GRATE TYPE NOMINATED ON DRAWING.
CONFIRM GRATE TYPE TO BE USED, RECESS DIMENSIONS REQUIRED
AND WALL TOP REINFORCEMENT WITH CONTRACT ADMINISTRATOR
BEFORE CONSTRUCTING GRATED DRAIN.
4. REFER TO DRAWINGS S-001, S-002, AND S-003 FOR GENERAL NOTES.
5. PIT AND COVERS HAVE BEEN DESIGNED FOR AIRCRAFT LOADS AS
SPECIFIED ON DRAWINGS C-003, C-004 AND C-005. OR FOR CLASS D
VEHICLE LOADS TO AS3996 OUTSIDE OF APRON PAVEMENT AREAS.
6. CONCRETE TO BE IN ACCORDANCE WITH STRUCTURAL GENERAL
NOTES ON S002.
7. FOR PIT LOCATION AND ORIENTATION REFER TO APRON DRAINAGE
PLANS. REFER TO DRAWINGS CS107 AND CS108.
8. CONFIRM ALL REBATE DIMENSIONS FOR PIT COVERS BEFORE PIT
CONSTRUCTION. CURRENT ALLOWANCE IS 180x180mm
9. CJ - CONSTRUCTION JOINT. FULLY SCABBLE. REFER STRUCTURAL
NOTES FOR CONSTRUCTION JOINT WATERSTOPS.
10. REFER TO CS DRAWINGS FOR DETAILS OF GROUT AND WATERSTOPS
FOR SETTING PIPES INTO PIT WALLS.
2000mm
1:20
10000
SHEET GENERAL NOTES:
C1PENSTOCK AND MAIN DISTRIBUTION BOARD CONCRETE SLAB DETAIL
SCALE 1:20
A1
C2TYPICAL TRENCH DRAIN END SUBBASE PREPARATION
SCALE 1:20
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
| C-504 - SERVICES CORRIDOR DETAIL |
| CS301 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 1 OF 8 |
| CS302 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 2 OF 8 |
| CS303 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 3 OF 8 |
| CS304 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 4 OF 8 |
| CS305 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 5 OF 8 |
| CS306 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 6 OF 8 |
| CS307 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 7 OF 8 |
| CS308 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 8 OF 8 |
| CS401 - DRAINAGE PIT SCHEDULES |
| CS504 - STORMWATER DRAINAGE DETAILS STORMWATER TREATMENT LAYOUT AND SECTION |
| CS509 - STORMWATER DRAINAGE DETAIL - WEIR AND PENSTOCK DETAILS |
| CX502 - CIVIL POL DETAILS 2 |
| E-517 - LOW VOLTAGE ELECTRICAL PIT DETAILS |
| S-508 - TRENCH DRAIN DETAILS |
File details come from the government source that posted it. Updated .