Ukiah City Council
January 17, 2024

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
P
O
W
ER
SOURC
E
FIELD
I/O
MM
FE-85211
FLOW TRANSMITTER AWT CLARIFIER/FILTER 1
FE
85211

E MAGNETIC
FIT
85211
E
FV-85212
AIR VALVE NO.1

0.5HP 480VAC 3PH
DISC
85212
CB
85212
TM
480VAC-3P
DP2
E
M
VAL
85211
FBV
LSH
85101
FLOAT
FBV
TYP
*
LE1-85101 NL101
HIGH LEVEL SWITCH FILTER 1

7.17 FT
LE2-85101
LOW LEVEL SWITCH FILTER 1

6.17 FT
LE2
85101
FLOAT
FBV
LSL
85101
FLOAT
FBV
TYP
*
NL101
FCV-85218
EFFLUENT VALVE NO.1
1HP 480VAC 3PH
E
M
DISC
85218
FV-85217
BACKWASH VALVE NO.1

1.5HP 480VAC 3PH
DISC
85217

CLARIFIER
FILTER
20" WW
6" AA
TANK NO. 1
12" FE
ON
P
&
ID 85N02
CON
TINU
ED
FV
85212
FBV
HSA
85212
LSR
FBV
HSG
85212
OSC
FBV
ZSOC
85212
FBV
VAL
85212
FBV
GAT
85214
E
FCV-85211
INFLUENT VALVE NO.1
1HP 480VAC 3PH
DISC
85211
ZT
85211
FBV
HSA
85211
LSR
FBV
HSG
85211
OSC
FBV
ZSOC
85211
FBV
FCV
85211
FBV
FBV
FBV
FV-85214
WASTE GATE VALVE NO.1
1HP 480VAC 3PH
DISC
85214
FV
85214
FBV
ZSOC
85214
FBV
HSG
85214
OSC
FBV
HSA
85214
LSR
FBV
FCV
85218
FBV
FBV
ZSOC
85218
FBV
HSG
85218
OSC
FBV
HSA
85218
LSR
FBV
ZT
85218
FBV
VAL
85218
FBV
FBV
FV
85217
FBV
ZSOC
85217
FBV
HSG
85217
OSC
FBV
HSA
85217
LSR
FBV
VAL
85217
FBV
VCP
3 LE1
85101
FLOAT
FBV
CF
3 EIP
PLC-4
AWT_CLARIFIER_FILTER
PDIT
85213
E
PDIT
85216
E
12" FE
PE-85213

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85213

E PRESS DIFF
PE-85216

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85216

E PRESS DIFF

PUMP STATION

BACKWASH
14 85N04
85N01
TANK NO. 4 FILTER
13 85N03
85N01
TANK NO. 3 FILTER
12 85N02
85N01
TANK NO. 2 FILTER

PUMP STATION

BACKWASH
5 85N05
85N01

AIR WASH BLOWERS
VAL
85219
FBV
DISC
85219
CB
85219
TM
480VAC-3P
DP2
ZSOC
85219
FBV
HSA
85219
LSR
FBV
HSG
85219
OSC
FBV
FV-85219
AC AIR SCOUR VALVE NO. 1

0.5HP 480VAC 3PH
E
D
FV
85219
FBV

RECOVERY BASINS

WASHWATER

AWT PUMPS

AIR WASH BLOWERS
15 85N01
85N08
9 85N01
85N02
10 85N01
85N03
11 85N01
85N04
16 85N01
85N08
20" BW/FE
12" FE
CB
85210
TM
120VAC-1P
PNL-A
FBV
E
D
E
D
E
D
24" FE
TYP
*
LE-85211 NL180

RADAR PTOF
LE
85211

RADAR PTOF
FBV
LIT
85211
FBV
8" AA
P
lotD
ate: 06-APR
-2023
7:18:27
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
KIK
BAL

INSTRUMENTATION
85N01
AWT CLARIFIER/FILTER 1 P&ID
8660F10 8660F1085N001.dwg
156
lbordelon
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:44:18-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
P
O
W
ER
SOURC
E
FIELD
I/O
MM
FE-85221
FLOW TRANSMITTER AWT CLARIFIER/FILTER 2
FE
85221

E MAGNETIC
FIT
85221
E
FV-85222
AIR VALVE NO.2

0.5HP 480VAC 3PH
DISC
85222
CB
85222
TM
480VAC-3P
DP2
E
M
VAL
85221
FBV
LSH
85102
FLOAT
FBV
TYP
*
LE1-85102 NL101
HIGH LEVEL SWITCH FILTER 2

7.17 FT
LE2-85102
LOW LEVEL SWITCH FILTER 2

6.17 FT
LE2
85102
FLOAT
FBV
LSL
85102
FLOAT
FBV
TYP
*
NL101
FCV-85228
EFFLUENT VALVE NO.2
1HP 480VAC 3PH
E
M
DISC
85228
FV-85227
BACKWASH VALVE NO.2

1.5HP 480VAC 3PH
DISC
85227
20" WW
12" FE
6" AA
TANK NO. 2
12" FE
ON
P
&
ID 85N03
CON
TINU
ED
FV
85222
FBV
HSA
85222
LSR
FBV
HSG
85222
OSC
FBV
ZSOC
85222
FBV
VAL
85222
FBV
FCV-85221
INFLUENT VALVE NO.2
1HP 480VAC 3PH
DISC
85221
ZT
85221
FBV
HSA
85221
LSR
FBV
HSG
85221
OSC
FBV
ZSOC
85221
FBV
FCV
85221
FBV
FBV
FBV
FV-85224
WASTE GATE VALVE NO.2
1HP 480VAC 3PH
DISC
85224
FV
85224
FBV
ZSOC
85224
FBV
HSG
85224
OSC
FBV
HSA
85224
LSR
FBV
FCV
85228
FBV
FBV
ZSOC
85228
FBV
HSG
85228
OSC
FBV
HSA
85228
LSR
FBV
ZT
85228
FBV
VAL
85228
FBV
FBV
FV
85227
FBV
ZSOC
85227
FBV
HSG
85227
OSC
FBV
HSA
85227
LSR
FBV
VAL
85227
FBV
ON
P
&
ID 85N01
CON
TINU
ED
LE1
85102
FLOAT
FBV

CLARIFIER FILTER
GAT
85224
E
VCP-3
PDIT
85223
E
PDIT
85226
E
PE-85223

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85223

E PRESS DIFF
PE-85226

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85226

E PRESS DIFF
DISC
85229
CB
85229
TM
480VAC-3P
DP2
FV-85229
AC AIR SCOUR VALVE NO. 2

0.5HP 480VAC 3PH
E
D
12 85N02
85N01

PUMP STATION

BACKWASH

PUMP STATION

BACKWASH
6 85N05
85N02

AIR WASH BLOWERS

RECOVERY BASINS

WASHWATER
9 85N01
85N02

AWT PUMPS

AIR WASH BLOWERS
FV
85229
FBV
VAL
85229
FBV
ZSOC
85229
FBV
HSG
85229
OSC
FBV
HSA
85229
LSR
FBV
12"FE
20" BW/FE
14" BW
FBV
E
D
E
D
E
D
TYP
*
LE-85221 NL180

RADAR PTOF
LE
85221

RADAR PTOF
FBV
LIT
85221
FBV
FBV
8" AA
P
lotD
ate: 06-APR
-2023
7:18:35
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
KIK
BAL

INSTRUMENTATION
85N02
AWT CLARIFIER/FILTER 2 P&ID
8660F10 8660F1085N002.dwg
157
lbordelon
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:44:34-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
P
O
W
ER
SOURC
E
FIELD
I/O
MM
FE-85231
FLOW TRANSMITTER AWT CLARIFIER/FILTER 3
FE
85231

E MAGNETIC
FIT
85231
E
FV-85232
AIR VALVE NO.3

0.5HP 480VAC 3PH
DISC
85232
CB
85232
TM
480VAC-3P
DP2
E
M
VAL
85231
FBV
LSH
85103
FLOAT
FBV
TYP
*
LE1-85103 NL101
HIGH LEVEL SWITCH FILTER 3

7.17 FT
LE2-85103
LOW LEVEL SWITCH FILTER 3

6.17 FT
LE2
85103
FLOAT
FBV
LSL
85103
FLOAT
FBV
TYP
*
NL101
FCV-85238
EFFLUENT VALVE NO.3
1HP 480VAC 3PH
E
M
DISC
85238
FV-85237
BACKWASH VALVE NO.3

1.5HP 480VAC 3PH
DISC
85237
20" WW
12" FE
6" AA
TANK NO. 3
ON
P
&
ID 85N04
CON
TINU
ED
FV
85232
FBV
HSA
85232
LSR
FBV
HSG
85232
OSC
FBV
ZSOC
85232
FBV
VAL
85232
FBV
FCV-85231
INFLUENT VALVE NO.3
1HP 480VAC 3PH
DISC
85231
ZT
85231
FBV
HSA
85231
LSR
FBV
HSG
85231
OSC
FBV
ZSOC
85231
FBV
FCV
85231
FBV
FBV
FBV
FV-85234
WASTE GATE VALVE NO.3
1HP 480VAC 3PH
DISC
85234
FV
85234
FBV
ZSOC
85234
FBV
HSG
85234
OSC
FBV
HSA
85234
LSR
FBV
FCV
85238
FBV
FBV
ZSOC
85238
FBV
HSG
85238
OSC
FBV
HSA
85238
LSR
FBV
ZT
85238
FBV
VAL
85238
FBV
FBV
FV
85237
FBV
ZSOC
85237
FBV
HSG
85237
OSC
FBV
HSA
85237
LSR
FBV
VAL
85237
FBV
ON
P
&
ID 85N02
CON
TINU
ED
LE1
85103
FLOAT
FBV

CLARIFIER
FILTER
GAT
85234
E
VCP-3
PDIT
85233
E
PDIT
85236
E
PE-85233

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85233

E PRESS DIFF
PE-85236

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85236

E PRESS DIFF
DISC
85239
CB
85239
TM
480VAC-3P
DP2
FV-85239
AC AIR SCOUR VALVE NO. 3

0.5HP 480VAC 3PH
E
D
13 85N03
85N01

PUMP STATION

BACKWASH

PUMP STATION

BACKWASH
7 85N05
85N03

AIR WASH BLOWERS

RECOVERY BASINS

WASHWATER
10 85N01
85N03

AWT PUMPS

AIR WASH BLOWERS
FV
85239
FBV
ZSOC
85239
FBV
VAL
85239
FBV
HSG
85239
OSC
FBV
HSA
85239
LSR
FBV
12"FE
20" BW/FE
14" BW
FBV
FBV
E
D
E
D
18" FE
E
D
TYP
*
LE-85231 NL180

RADAR PTOF
LE
85231

RADAR PTOF
FBV
LIT
85231
8" AA
P
lotD
ate: 06-APR
-2023
7:18:43
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
KIK
BAL

INSTRUMENTATION
85N03
AWT CLARIFIER/FILTER 3 P&ID
8660F10 8660F1085N003.dwg
158
lbordelon
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:44:55-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
P
O
W
ER
SOURC
E
FIELD
I/O
MM
FE-85241
FLOW TRANSMITTER AWT CLARIFIER/FILTER 4
FE
85241

E MAGNETIC
FIT
85241
E
FV-85242
AIR VALVE NO.4

0.5HP 480VAC 3PH
DISC
85242
CB
85242
TM
480VAC-3P
DP2
E
M
VAL
85241
FBV
LSH
85104
FLOAT
FBV
TYP
*
LE1-85104 NL101
HIGH LEVEL SWITCH FILTER 4

7.17 FT
LE2-85104
LOW LEVEL SWITCH FILTER 4

6.17 FT
LE2
85104
FLOAT
FBV
LSL
85104
FLOAT
FBV
TYP
*
NL101
FCV-85248
EFFLUENT VALVE NO.4
1HP 480VAC 3PH
E
M
DISC
85248
FV-85247
BACKWASH VALVE NO.4

1.5HP 480VAC 3PH
DISC
85247
20" WW
12" FE
TANK NO. 4
ON
P
&
ID 85N05
CON
TINU
ED
FV
85242
FBV
HSA
85242
LSR
FBV
HSG
85242
OSC
FBV
ZSOC
85242
FBV
VAL
85242
FBV
FCV-85241
INFLUENT VALVE NO.4
1HP 480VAC 3PH
DISC
85241
ZT
85241
FBV
HSA
85241
LSR
FBV
HSG
85241
OSC
FBV
ZSOC
85241
FBV
FCV
85241
FBV
FBV
FBV
FV-85244
WASTE GATE VALVE NO.4
1HP 480VAC 3PH
DISC
85244
FV
85244
FBV
ZSOC
85244
FBV
HSG
85244
OSC
FBV
HSA
85244
LSR
FBV
FCV
85248
FBV
FBV
ZSOC
85248
FBV
HSG
85248
OSC
FBV
HSA
85248
LSR
FBV
ZT
85248
FBV
VAL
85248
FBV
FBV
FV
85247
FBV
ZSOC
85247
FBV
HSG
85247
OSC
FBV
HSA
85247
LSR
FBV
VAL
85247
FBV
ON
P
&
ID 85N03
CON
TINU
ED
LE1
85104
FLOAT
FBV

CLARIFIER
FILTER
GAT
85244
E
VCP-3
PDIT
85243
E
PDIT
85246
E
PE-85243

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85243

E PRESS DIFF
PE-85246

PRESSURE DIFFERENTIAL TRANSMITTER
PE
85246

E PRESS DIFF
DISC
85249
CB
85249
TM
480VAC-3P
DP2
FV-85249
AC AIR SCOUR VALVE NO. 4

0.5HP 480VAC 3PH
E
D
14 85N04
85N01

PUMP STATION

BACKWASH

PUMP STATION

BACKWASH
8 85N05
85N04

AIR WASH BLOWERS

RECOVERY BASINS

WASHWATER
11 85N01
85N04

AWT PUMPS

AIR WASH BLOWERS
FV
85249
FBV
ZSOC
85249
FBV
HSG
85249
OSC
FBV
VAL
85249
FBV
HSA
85249
LSR
FBV
12"FE
20" BW/FE
14" BW
FBV
FBV
E
D
E
D
E
D
TYP
*
LE-85241 NL180

RADAR PTOF
LE
85241

RADAR PTOF
FBV
LIT
85241
FBV
8" AA
6" AA
P
lotD
ate: 06-APR
-2023
7:19:06
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
KIK
BAL

INSTRUMENTATION
85N04
AWT CLARIFIER/FILTER 4 P&ID
8660F10 8660F1085N004.dwg
159
lbordelon
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:55:53-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
BLO-85106
AIR WASH BLOWER 1
20HP 480VAC 3PH
MWH
85106
TSH
85106
BLO
85106
6 06N06
4" AA
P
O
W
ER
SOURC
E
FIELD
I/O
BLO-85107
AIR WASH BLOWER 2
20HP 480VAC 3PH
4" AA
BLO-85108
AIR WASH BLOWER 3
20HP 480VAC 3PH
4" AA
BLO
85107
BLO
85108
TSH
85107
MWH
85107
TSH
85108
MWH
85108
FE-85105

AIR WASH VENTURI FLOWMETER
FE
85105

E VENTURI
FIT
85105
E SORT
F
85105
AI
PLC-4
E
PI-85100

PRESSURE INDICATOR
PI
85100
FBV
TYP
*
PE-85100 NP501

LOW PRESSURE SWITCH
PE
85100

PRESS SW
FBV
PSL
85100
FBV
VCP-3 CONTINUED
FR
O
M 85N04
CON
TINU
ED

PRESS DIFF
TEMP

RUNNING
REMOTE
RUN

PRESS DIFF
TEMP

RUNNING
REMOTE
RUN

PRESS DIFF
TEMP

RUNNING
REMOTE
RUN
5 85N05
85N01
FILTER NO. 1

OUTSIDE AIR
6 85N05
85N02
FILTER NO. 2
7 85N05
85N03
FILTER NO. 3
8 85N05
85N04
FILTER NO. 4
CLARIFIER NO. 1
CLARIFIER NO. 2
CLARIFIER NO. 3
CLARIFIER NO. 4

OUTSIDE AIR

OUTSIDE AIR
RVSS-85106
RVSS
480VAC-3P
MCC-C
RVSS-85107
RVSS
480VAC-3P
MCC-C
RVSS-85108
RVSS
480VAC-3P
MCC-C
HSB
85108
STOP
HSC
85108
START
HSA
85108
LOR
HSB
85107
STOP
HSC
85107
START
HSA
85107
LOR
HSB
85106
STOP
HSC
85106
START
HSA
85106
LOR
LCP
85106
LCP
85108
LCP
85107
ON 85N08
CON
TINU
ED
PE1-85106
FILTER DIFFERENTIAL PRESSURE 1
PE1
85106

PRESS DIFF
FBV
PDSH
85106
FBV
TYP
*
NP188 PE1-85107
FILTER DIFFERENTIAL PRESSURE 2
PE1
85107

PRESS DIFF
FBV
PDSH
85107
FBV
TYP
*
NP188 PE1-85108
FILTER DIFFERENTIAL PRESSURE 3
PE1
85108

PRESS DIFF
FBV
PDSH
85108
FBV
TYP
*
NP188
TYP
*
PE2-85106 NP501

PRESSURE SWITCH HIGH
PE2
85106

PRESS SW
FBV
PSH
85106
FBV
PE3-85106

PRESSURE TRANSMITTER
PE3
85106

PRESSURE
FBV
PIT
85106
FBV
TYP
*
NP501
FAN
85109
MS-85109
FVNR
480VAC-3P
MCC-C
MS-85110
FVNR
480VAC-3P
MCC-C
MS-85111
FVNR
480VAC-3P
MCC-C
PE2-85107

PRESSURE SWITCH HIGH
PE2
85107

PRESS SW
FBV
PSH
85107
FBV
PE3-85107

PRESSURE TRANSMITTER
PE3
85107

PRESSURE
FBV
PIT
85107
FBV
PE2-85108

PRESSURE SWITCH HIGH
PE2
85108

PRESS SW
FBV
PSH
85108
FBV
PE3-85108

PRESSURE TRANSMITTER
PE3
85108

PRESSURE
FBV
PIT
85108
FBV

PRESS PRESS PRESS
PER
M
ISS
IVE
PER
M
ISS
IVE
PER
M
ISS
IVE

RUNNING
RUN

RUNNING
RUN

RUNNING
RUN
TYP
*
NP501
TYP
*
NP501
TYP
*
NP501
TYP
*
6 NP501
06N06
6 06N06
7 06N06
7 06N06
7 06N06
FAN
85110
FAN
85111
8" AA 8" AA
8"AA
EX-6" AA
P
lotD
ate: 07-APR
-2023 1:48:04
PM
U
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Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
KIK
BAL
85N05
160

INSTRUMENTATION
AIR WASH BLOWERS 1, 2 & 3 P&ID
8660F1085N005.dwg
crollins
8660F10
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:55:21-06'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
LE-85180
TNK 2 LEVEL
LE
85180

E ULTRASONIC
LIT
85180
E
CB
85180
TM
120VAC-1P
PCM-4
E
PMP-85181
COAGULANT FEED PUMP NO. 1

0.5HP 90VDC
PMP
85181
FBV
E
VCP
85181
FBV
E
CB
85181
TM
120VAC-1P
PNL-A
E
PMP-85182
COAGULANT FEED PUMP NO. 2

0.5HP 90VDC
CB
85182
TM
120VAC-1P
PNL-A
E
PMP-85183
COAGULANT FEED PUMP NO. 3

0.5HP 90VDC
CB
85183
TM
120VAC-1P
PNL-A
E

WITH FERRIC CHLORIDE
TANK 2
EX-1 1/2" FC
P
O
W
ER
SOURC
E
FIELD
I/O
L
85180
AI
PLC-4
E
AUX1
85181
DI

RUNNING
PLC-4
E
AUX2
85181
DI
E-STOP
PLC-4
E
AUX1
85182
DI

RUNNING
PLC-4
E
AUX2
85182
DI
E-STOP
PLC-4
E
VCP
85182
FBV
E
PMP
85182
FBV
E
VCP
85183
FBV
E
AUX1
85183
DI

RUNNING
PLC-4
E
AUX2
85183
DI
E-STOP
PLC-4
E
PMP
85183
FBV
NPW
18 85N06
85N07

TO AWT RAPID MIX
S
S
S
FI
85181
E
FI-85181
ROTAMETER 1
0-5 GPM
FI
85182
E
FI-85182
ROTAMETER 2
0-5 GPM
FI
85183
E
FI-85183
ROTAMETER 3
0-5 GPM
SS
85182
AO

SPEED OUT
PLC-4
E
SS
85183
AO

SPEED OUT
PLC-4
E
SS
85181
AO

SPEED OUT
PLC-4
E
NPW - 2"
1 # KEY NOTES:

ENCLOSURE.

1. INSTALL NEW DC DRIVE AND ENCODER IN THE EXISTING
P
lotD
ate: 06-APR
-2023
7:17:31
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
AAW
BAL

INSTRUMENTATION
85N06

COAGULANT FEED PUMP P&ID
8660F1085N006.dwg
crollins
8660F10
161
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:45:11-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911

CHLORINATION FACILITY CLARIFIER/FILTER UNITS
FROM
PMP-85104

RAPID MIX PUMP

7.5HP 480VAC 3PH
5 06N05

ASSEMBLY

FLASH MIX
3" FE
P
O
W
ER
SOURC
E
FIELD
I/O
MS
85104
DO
RUN
PLC-4
HSAR
85104
DI
REMOTE
PLC-4
TSH
85104
DI

HIGH TEMP
PLC-4
AUX1
85104
DI

RUNNING
PLC-4
MWH
85104
TSH
85104
PMP
85104
FVNR-85104
FVNR
480VAC-3P
MCC-C
HSB
85104
STOP
HSC
85104
START
HSA
85104
LOR
LCP
85104
18 85N06
85N07

COAGULANT FEED
FROM
EX-24" FE
P
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ate: 06-APR
-2023
7:17:39
AM
U
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Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
AAW
BAL

INSTRUMENTATION
85N07

RAPID MIX PUMP P&ID
8660F10 8660F1085N007.dwg
162
lbordelon
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:45:25-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON
ORIGINAL DRAWING 0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
123456789 10 11 12 13
ABCDEF
123456789 10 11 12 13

ABCDEFG
G
®
No. 22911

POW ER SOURCE FIELD I/O
VCP-3
FROM 85N05

CONTINUED
16 85N01
85N08
RCW
15 85N01
85N08
RCW
M
AE-85108
pH
AE
85108
E pH
AIT
85108
E
AE-85109

TURBIDITY
AE
85109

E TURBIDITY
AIT
85109
E
AE-85110
pH
AE
85110
E pH
AIT
85110
E
AE-85111

TURBIDITY
AE
85111

E TURBIDITY
AIT
85111
E
PMP
85112
E
PMP-85112

TO DRAIN

TO DRAIN
SINK

TO SAMPLE
SINK

TO SAMPLE
SHEET87N01

CONTINUED ON
PlotDate: 06-APR-2023 7:16:25AM User:svcPW Model:Layout1 ColorTable:gshade.ctb DesignScript:Carollo_Std_Pen_v0905.pen PlotScale:1:1 PROJECT NO. FILE NAME:

DB
LMB
BAL

INSTRUMENTATION
85N08

EXISTING CHLORINATION FACILITY

ANALYZERS P&ID
8660F1085N008.dwg
lbordelon
8660F10
163
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:45:40-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911

FROM AWT
19 87N01
88N01
BASINS

TO CHLORINE CONTACT
PMP-87132
BACKWASH PUMP NO. 1

AE-87130
CHLORINE ANALYZER 3
0-10 MG/L
AE
87130
CL
AIT
87130
CB1
87130
TM
120VAC-1P
PCM-4
TYP
*
NA090 PMP-87133
BACKWASH PUMP 2

LE/LSH-87130

HIGH LEVEL SWITCH
LSH
87130
E
LE-87130

LOW LEVEL SWITCH
LE
87130
E
LSL
87130
E

FROM HOCL
20 87N01
88N01
BASINS

TO CHLORINE CONTACT

TO AWT BUILDING
14" BW
24" FE
24" FE 24" FE
2" CLS
P
O
W
ER
SOURC
E
FIELD
I/O
LSL
87130
DI
PLC-4
E
LSH
87130
DI
PLC-4
E
A
87130
AI
CL
PLC-4
MWH
87132
E
TSH
87132
E
AUX1
87132
DI
READY
PLC-4
E
AUX2
87132
DI
FAILED
PLC-4
E
MS
87132
DO
RUN
PLC-4
E
PMP
87132
E
MWH
87133
E
TSH
87133
E
AUX1
87133
DI
READY
PLC-4
E
AUX2
87133
DI
FAILED
PLC-4
E
MS
87133
DO
RUN
PLC-4
E
PMP
87133
E
LE/LSH
87130
E
HSA
87133
E HOA
HSC
87133
E RUN
HSB
87133
E OFF
HSA
87132
E HOA
HSC
87132
E RUN
HSB
87132
E OFF
LCP
87132
E
LCP
87133
E
PMP-87134

BACKWASH CHLORINE SAMPLE PUMP

0.5HP 480VAC 3PH
FVNR-87134
FVNR
480VAC-3P
MCC-C
HSB
87134
STOP
HSC
87134
START
HSA
87134
LOR
5 06N05
PMP
87134
M
PI
87130

PRESSURE
PI-87130

PRESSURE INDICATOR
0-30 PSI
FI
87130

CHLORINE
FI-87130

CHLORINE SAMPLE FLOW INDICATOR
0-500 ML/MIN
DRAIN

PROCESS
DRAIN

REAGENT
MWH
87134
TSH
87134
LCP
87134
MS-87133
FVNR
480VAC-3P
MCCE
MS-87132
FVNR
0VAC-2P
MCCE
AUX1
87134
DI

RUNNING
PLC-4
TSH
87134
DI

HIGH TEMP
PLC-4
HSAR
87134
DI
REMOTE
PLC-4
MS
87134
DO
RUN
PLC-4
1 # KEY NOTES:

AND BE INSTALLED IN THE EXISTING ENCLOSURE.

1. THE NEW ANALYZER SHALL REPLACE THE EXISTING ANALYZER DISC
87130
FV-87130

HIGH RATE BACKWASH VALVE
1HP 480VAC 3PH
M
FV
87130
FBV
FR
O
M 85N08
CON
TINU
ED
8" BW
ZSOC
87130
FBV
HSG
87130
OSC
FBV
HSA
87130
LSR
FBV
VAL
87130
FBV
CB2
87130
TM
480VAC-3P
DP2
VCP-3
VCP
87130
P
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ate: 07-APR
-2023
4:02:58
PM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
AAW
BAL
87N01
164

INSTRUMENTATION

BACKWASH PUMP STATION

CHLORINE ANALYZER P&ID
8660F1087N001.dwg
crollins
8660F10
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 17:34:01-06'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
19 87N01
88N01

PUMPING STATION

BACKWASH
P
O
W
ER
SOURC
E
FIELD
I/O
LE-88101
CHLORINE CONTACT BASIN OPEN CHANNEL FLOW METER 1
600-1500 GPM
LE
88101

ULTRASONIC
FIT
88101
CB
88101
TM
120VAC-1P
PCM-4
TYP
*
NA901
F
88101
AI
PLC-4
LE-88102
CHLORINE CONTACT BASIN OPEN CHANNEL FLOW METER 2
600-1500 GPM
LE
88102

ULTRASONIC
FIT
88102
CB
88102
TM
120VAC-1P
PCM-4
F
88102
AI
PLC-4
20 87N01
88N01

PUMPING STATION

BACKWASH

INJECTION STRUCTURE

SODIUM BISULFITE

INJECTION STRUCTURE

SODIUM BISULFITE
TYP
*
NA901
24" FE
24" FE 24" FE
24" FE
CHLORINE CONTACT BASIN 1
CHLORINE CONTACT BASIN 2
P
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ate: 06-APR
-2023
7:16:36
AM
U
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Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
LMB
BAL

INSTRUMENTATION
88N01

CHLORINE CONTACT BASIN

FLOW METERS P&ID
8660F1088N001.dwg
lbordelon
8660F10
165
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:47:37-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
P
O
W
ER
SOURC
E
FIELD
I/O
PMP-89100
CAROUSEL PUMP 1
40HP 480VAC 3PH
HSS
89100
SPEED
VFD-89100
VFD-6
480VAC-3P
3 06N03
HSB
89100
STOP
HSC
89100
START
HSA
89100
LOR
PMP-89102
CAROUSEL PUMP 3
40HP 480VAC 3PH
HSS
89102
SPEED
VFD-89102
VFD-6
480VAC-3P
MCC70293
3 06N03
HSB
89102
STOP
HSC
89102
START
HSA
89102
LOR
PMP-89101
CAROUSEL PUMP 2
40HP 480VAC 3PH
PMP
89101
E
MWH
89101
TSH
89101
HSS
89101
SPEED
VFD-89101
VFD-6
480VAC-3P
MCC70292
HSB
89101
STOP
HSC
89101
START
HSA
89101
LOR
LCP
89101
3 06N03
LCP
89100
MWH
89100
TSH
89100
PMP
89100
E
LCP
89102
MWH
89102
TSH
89102
PMP
89102
TYP
*
LE-89103 NL153

CAROUSEL LEVEL TRANSMITTER
0-19.5 FT
LE
89103

RADAR PTOF
LIT
89103
L
89103
AI
PLC-70299
TYP
*
FE-89100 NF111

LOW FLOW SWITCH
400 GPM
FE
89100

THERMAL
FSL
89100
VFD
89101
EIP
PLC-70299
CAROUSEL_PUMP
VFD
89102
EIP
PLC-70299
CAROUSEL_PUMP
VFD
89100
EIP
PLC-70299
CAROUSEL_PUMP
FE-89101

LOW FLOW SWITCH
400 GPM
FE
89101

THERMAL
FSL
89101
FE-89102

LOW FLOW SWITCH
2000 GPM
FE
89102

THERMAL
FSL
89102
TYP
*
NF111
TYP
*
NF111

FACILITY

CHLORINATION
POND NO. 3 (NORTH)
POND NO. 2 (SOUTH)
POND NO. 1 (MIDDLE)
PAU
LE-89100

HIGH HIGH AND LOW LOW LEVEL SWITCHES
LE
89100
FLOAT
LSLL
89100
2 FT
LSHH
89100

17.5 FT
TYP
*
NL100
LSLL
89100
DI
PLC-70299
LSHH
89100
DI
PLC-70299
CB
89100
TM
480VAC-3P
MCC70291
CB
89101
TM
480VAC-3P
MCC70292
CB
89102
TM
480VAC-3P
MCC70293
1 1
# KEY NOTES:

TO ELECTRICAL DRAWINGS FOR FURTHER DETAIL.

1. EXISTING MOTOR SHALL BE REPLACED WITH NEW ONE. REFER P
lotD
ate: 06-APR
-2023
7:18:20
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
TCD
BAL

INSTRUMENTATION
89N01

CAROUSEL PUMP & LEVEL CONTROLS P&ID
8660F1089N001.dwg
lbordelon
8660F10
166
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:47:55-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
P
O
W
ER
SOURC
E
FIELD
I/O
PMP-91100
PAU PUMP NO. 1
10HP 480VAC 3PH
VFD-91100
VFD-6
480VAC-3P
MCC70293
TSH
91100
MWH
91100
HSB
91100
STOP
HSC
91100
START
HSA
91100
LOR
PMP
91100
LCP
91100
4 06N04
HSS
91100
SPEED
VFD
91100
EIP
PLC-70299
PAU_PUMP
FE-91100

LOW FLOW SWITCH
875 GPM
FE
91100

THERMAL
FSL
91100
TYP
*
NF111
PAU
17 91N01
80N01
STRUCTURE 80
LE-91101

HIGH HIGH AND LOW LEVEL SWITCHES
LE
91101
FLOAT
LSL
91101
2 FT
LSHH
91101
7 FT
TYP
*
NL100
CB
91100
TM
480VAC-3P
MCC70293
P
lotD
ate: 06-APR
-2023
7:18:50
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
KIK
BAL

INSTRUMENTATION
91N01

PAU PUMP STATION P&ID
8660F1091N001.dwg
crollins
8660F10
167
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:48:11-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
PMP-99411
RECYCLED WATER PUMP #1
75HP 480VAC 3PH
1 06N01
HSA
99411
LOR
HSC
99411
START
HSB
99411
STOP
HSS
99411
SPEED
PI-99411

PRESSURE INDICATOR
0-150 PSIG
PI
99411

PRESSURE
FE-99411

THERMAL LOW FLOW SWITCH
450 GPM
FE
99411

THERMAL
FSL
99411
DISC
99411
TSH
99411
MWH
LCP 99411
99411
PMP
99411
LE-99405

LEVEL TRANSMITTER
0-25 FT
LE
99405
P-SUB
LIT
99405
TYP
*
NL132
NL133
HH LEVEL 25 FT
LL LEVEL 1 FT
LE-99403

LEVEL FLOAT SWITCHES
LE
99403
FLOAT
LSLL
99403
1 FT
TYP
*
NL108
LSHH
99403
25 FT
TNK
99401

RECYCLED WATER DISTRIBUTION TANK
16" RW
LSLL
99403
DI
PLC-99400
L
99405
AI
PLC-99400
S S
VAL-99402

TANK FILL VALVE

H
ZSC
99402
DI
CLOSED
PLC-99400
ZSO
99402
DI
OPENED
PLC-99400
ZCO1
99402
DO
OPEN
PLC-99400
ZCC1
99402
DO
CLOSE
PLC-99400
ZCO2
99402
DO
OPEN
PLC-99400
ZCC2
99402
DO
CLOSE
PLC-99400
SV1
99402
VAL
99402
SV2
99402
ZSOC
99402
25 FT
1 FT
16" RW
14" RW
16" RW
TYP
*
NF111
# KEY NOTES:

1. CABLE TERMINATION BOX.
1 DESICCANT
LSHH
99403
DI
PLC-99400
FE-99406

FLOW METER
500-4000 GPM
12"
FE
99406

MAGNETIC
FIT
99406
CB
99406
TM
120VAC-1P
PCM-99400
TYP
*
NF130
NF136
F
99406
AI
PLC-99400
16" RW MM 12" RW
16" RW

OVERFLOW
VFD
99411
EIP
PLC-99400
RECYCLED_PUMP
P
O
W
ER
SOURC
E
FIELD
I/O
CB
99411
TM
480VAC-3P

SWBD-RWPS
VFD-99411
VFD-RH
480VAC-3P

SWBD-RWPS

WATER SYSTEM
PHASE 1-3 RECYCLED
1 99N01
99N02

PUMP STATION

RECYCLED WATER
2 99N01
99N02

PUMP STATION

RECYCLED WATER
TYP
*
NP502
P
lotD
ate: 06-APR
-2023
7:16:40
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
AAW
BAL

INSTRUMENTATION
99N01
RECYCLED WATER PUMP STATION 1 P&ID
8660F1099N001.dwg
crollins
8660F10
168
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:48:29-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
PMP-99412
RECYCLED WATER PUMP #2
75HP 480VAC 3PH
1 06N01
HSA
99412
LOR
HSC
99412
START
HSB
99412
STOP
HSS
99412
SPEED
PMP-99413
RECYCLED WATER PUMP #3
75HP 480VAC 3PH
HSA
99413
LOR
HSC
99413
START
HSB
99413
STOP
HSS
99413
SPEED
PMP-99414
RECYCLED WATER PUMP #4
75HP 480VAC 3PH
HSA
99414
LOR
HSC
99414
START
HSB
99414
STOP
HSS
99414
SPEED
PI-99412

PRESSURE INDICATOR
0-150 PSI
PI
99412

PRESSURE
FE-99412

THERMAL FLOW SWITCH
450 GPM
FE
99412

THERMAL
FSL
99412
PI-99413

PRESSURE INDICATOR
0-150 PSI
PI
99413

PRESSURE
FE1-99413

THERMAL FLOW SWITCH
450 GPM
FE1
99413

THERMAL
FSL
99413
PI-99414

PRESSURE INDICATOR
0-150 PSI
PI
99414

PRESSURE
FE-99414

THERMAL FLOW SWITCH
450 GPM
FE
99414

THERMAL
FSL
99414
DISC
99412
DISC
99413
DISC
99414
MWH
99412
TSH
99412
LCP
99412
PMP
99412
MWH
99413
TSH
99413
LCP
99413
PMP
99413
MWH
99414
TSH
99414
LCP
99414
PMP
99414
16" RW 16" RW
16" RW
14" RW 14" RW 14" RW
1 06N01
1 06N01
TYP
*
NF111
TYP
*
NF111
TYP
*
NF111
CB
99412
TM
480VAC-3P

SWBD-RWPS
VFD
99412
EIP
PLC-99400
RECYCLED_PUMP
VFD
99413
EIP
PLC-99400
RECYCLED_PUMP
VFD
99414
EIP
PLC-99400
RECYCLED_PUMP
CB
99413
TM
480VAC-3P

SWBD-RWPS
CB
99414
TM
480VAC-3P

SWBD-RWPS
VFD-99412
VFD-RH
480VAC-3P

SWBD-RWPS
VFD-99413
VFD-RH
480VAC-3P

SWBD-RWPS
VFD-99414
VFD-RH
480VAC-3P

SWBD-RWPS
1 99N01
99N02

PUMP STATION

RECYCLED WATER
2 99N01
99N02

PUMP STATION

RECYCLED WATER
3 99N02
99N03

PUMP STATION

RECYCLED WATER
4 99N02
99N03

PUMP STATION

RECYCLED WATER
TYP
*
NP502
TYP
*
NP502
TYP
*
NP502
P
O
W
ER
SOURC
E
FIELD
I/O
P
lotD
ate: 06-APR
-2023
7:16:49
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
AAW
BAL

INSTRUMENTATION
99N02
RECYCLED WATER PUMP STATION 2 P&ID
8660F1099N002.dwg
crollins
8660F10
169
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:48:47-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
PMP-99415
RECYCLED WATER PUMP #5
75HP 480VAC 3PH
1 06N01
HSA
99415
F LOR
HSC
99415

F START
HSB
99415
F STOP
HSS
99415

F SPEED
PE-99415

PRESSURE SWITCH LOW
75 PSIG OPEN
PI-99415

PRESSURE INDICATOR
0-150 PSIG
PI
99415
F
PE
99415

F PRESS SW
PSH
99415
F
FE-99415

THERMAL FLOW SWITCH
450 GPM
FE
99415

F THERMAL
FSL
99415
F
DISC
99415
F
4 99N02
99N03

PUMP STATION

RECYCLED WATER
3 99N02
99N03

PUMP STATION

RECYCLED WATER
MM
FE2-99431

FLOW METER
400-4000 GPM
16"
FE2
99431

MAGNETIC
FIT
99431
CB
99431
TM
120VAC-1P
PCM-99400
SYSTEM

DISTRIBUTION
MWH
99415
F
TSH
99415
F
LCP
99415
F
PMP
99415
F
F
99431
AI
PLC-99400
16" RW
TYP
*
NF130
NF136
PE-99432

PRESSURE TRANSMITTER
0-300 PSIG
PI-99432

PRESSURE INDICATOR
0-300 PSI
PI
99432

PRESSURE
PE
99432

PRESSURE
PIT
99432
TYP
*
NP501
P
99432
AI
PLC-99400
TNK
99432
VFD
99415
EIP
PLC-99400
F
RECYCLED_PUMP
CB
99415
TM
480VAC-3P

SWBD-RWPS
F
VFD-99415
VFD-RH
480VAC-3P

SWBD-RWPS
F
FUTURE
P
O
W
ER
SOURC
E
FIELD
I/O
16" RW
P
lotD
ate: 06-APR
-2023
7:16:58
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
AAW
BAL

INSTRUMENTATION
99N03
RECYCLED WATER PUMP STATION 3 P&ID
8660F1099N003.dwg
crollins
8660F10
170
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:49:07-06'00'
200

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 199

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
CP-99400
PLC-99400
PCM-99400

PCM CABINET

PCM-99400
CB2
99400
TM
120VAC-1P

PNL-RWPS-L
CB1
99400
TM
120VAC-1P

PNL-RWPS-L
SPD-99400

PCM SURGE PROTECTOR

TSH
99400
DI

PLC TEMP
PLC-99400
JS3
99400
DI

REDUNDANCY OK
PLC-99400
JS2
99400
DI

PWR SUP OK
PLC-99400
JS1
99400
DI

PWR SUP OK
PLC-99400
ZS1
99400
DI

INTRUSION
PLC-99400
XA6
99400
DI

SPD FAIL
PLC-99400
PCM
99400
SPD
99400
TSH
99400
ZS1
99400

INTRUSION DR
2 06N02
SPD2-99400

PCM SURGE PROTECTOR

XA4
99400
DI
SPD2 FAIL
PLC-99400
XA5
99400
DI

ES-P FAIL
PLC-99400
XA7
99400
DI

ECP-P FAIL
PLC-99400
SPD2
99400
XA5
99400
XA7
99400
JS4
99400
DI
ACB OK
PLC-99400
P
O
W
ER
SOURC
E
FIELD
I/O
PQM-99400

RECYCLED WATER PUMP STATION

PQM
99400
PQM
99400
EIP
PCM-9940
POWER_QUALITY_METER
P
lotD
ate: 06-APR
-2023
7:17:07
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
PROJECT NO. FILE NAME:

DB
AAW
BAL

INSTRUMENTATION
99N04

RECYCLED WATER PUMP STATION
PCM-99400 CABINET P&ID
8660F1099N004.dwg
lbordelon
8660F10
171
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:49:29-06'00'
200

3'-6"
1/2"
6"M
IN
1" MIN
1/2"
6"M
IN
1/2"
1/2"
1/2"
1/2"
8"
1"
5"
1 1/2"
1'-2"
6"
2"
2"
RUNG
S

EQUALLY SPAC
ED
@ 12"O
C
MAX
30" MAX
24" MIN

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405

3. PROVIDE CLOSURE FLANGE AT EXTERIOR WALL. SET FLANGE IN SEALANT.

3. LOCATE INVERT OF SCUPPER 2" ABOVE ADJACENT ROOF DRAIN INLET.

COAT AL IN CONTACT WITH CONC AND CMU AS SPECIFIED.

BE KYNAR. COLOR SHALL BE ENGINEER SELECTED FROM STANDARD COLOR OFFERINGS.

2. FABRICATE SCUPPER AND FLANGE FROM MIN 0.032" THICK PRE-FINISHED AL. FINISH SHALL OTHERWISE RECOMMENDED BY ROOFING MANUFACTURER.

1. PROVIDE SCUPPER AS DETAILED AND ADHERE TO SURROUNDING STRUCTURE UNLESS NOTES:

AC310
06/21/19
TYP
AC300
ROOF

IN MASONRY CONSTRUCTION

GROUT CELL AT ANCHORS
1/4
TYP
3"
8"
3"
8"
91/2"

SPACING

MAX WITH EQUAL
RUNGS @ 12" OC
*
*
TYP
WITH

EXCEPT AS NOTED

ALUMINUM LADDER
WATERTIGHT ROOF MEMBRANE.

SEAL ALL AROUND AND MAINTAIN
FLASHING AT LADDER SUPPORT.

RUNG
S

EQUALLY SPAC
ED
(12"O
C
MAX
)
NOTE 1
3"
(MASONRY SIMILAR.)
CONCRETE WALL.

TREAD PLATE)
AND 1" VERT EDGE ON
SURFACE TO T.O. COPING,
1" GAP (T.O. WALKING
SIDE 3/16
EA
TYP
2"

WELD AS NOTED

OVER LADDER RAIL AND
WITHOUT GATE. SLOT PIPE

ALUMINUM PIPE RAIL

PROVIDE SEMI-CIRCULAR
RAILS

AND WELD ENDS TO LADDER
PERIMETER EDGES DOWN 1"
3/8" AL TREAD PL. BEND 4

LADDER - ALUMINUM - PARAPET

3. INSTALL FALL PREVENTION SYSTEM WHERE HEIGHT OF LADDER EXCEEDS 24'-0".

TO CONCRETE WITH 1/2"Ø SST CONCRETE ANCHOR EACH SIDE. MIN 4" EMBED.

2. ABOVE CONCRETE SLAB, EXTEND RAILS DOWN. SET ON MIN 1" NON-SHRINK GROUT. FASTEN

1. WHERE NOT ABOVE CONCRETE SLAB, TERMINATE SIDE RAILS AS SHOWN.

NOTES:

METAL COPING AND

REGLET AND

COUNTERFLASHING

BASE FLASHING

WALL MATERIAL AS

INDICATED ON THE

DRAWINGS

SLOPE TOP OF WALL

PREFABRICATED

COUNTERFLASHING

REGLET &

BASE FLASHING

EXTEND BASE

FLASHING UP UNDER

COPING UNLESS

REGLET AND

COUNTERFLASHING

ARE INDICATED ON
THE DRAWINGS.

PREFABRICATED METAL

BASE FLASHING

ANCHOR PLATE

COPING AND ANCHOR
PLATE
06/21/19
TYP
AG220 PARAPET DETAILS
A
-
B
-
D
-
C
- METAL COPING

STUCCO FINISH PREFABRICATED

W/ REGLET

MASONRY WALL

W/ METAL COPING

CONCRETE WALL

W/ REGLET
~
~
~
8" MIN TO

TOP OF ROOF
8" MIN TO

TOP OF ROOF
8" MIN TO

TOP OF ROOF

TERMINATION BAR
1/2"
1/2"

TERMINATION BAR
@ 4'-0" OC
x 10" EMBEDMENT AB
3 x PRESSURE TREATED

TREATED TOP PLATE
DOUBLE 2 x PRESSURE

SCUPPER
PACK W/ NONFLANGE

CLOSURE

BUILT-UP
3" CANT
STRIP
ROOF

CLOSURE
FLANGE

SCUPPER

SINGLE PLY

SHRINK GROUT

SHRINK GROUT
PACK W/ NONCANT
STRIP

ROOFING
06/21/19
TYP
AG222
B
-

SECTION
DSECTION
E
-

CLOSURE
FLANGE
C
-

ISOMETRIC -

SINGLE PLY ROOFING
A
-

ISOMETRIC -

BUILT-UP ROOFING
E
-
E
-
51/2"

ASREQUIRED
11/2"
4"
10"
4"
4"
3"
4"
3"

ASREQUIRED
51/2"
4"
10"
4"
4"
11/2"
4"
1"
11/2"(TYP)

SCUPPER - SECONDARY

BUILT-UP AND SINGLE-PLY SYSTEMS
06/21/19
AG223
TYP
E
-

CLOSURE
FLANGE
C
-

ISOMETRIC -

SINGLE PLY ROOFING
D
-

SECTION
A
-

ISOMETRIC -

BUILT-UP ROOFING
B
-

SECTION
E
-
E
-

ASREQUIRED
51/2"
4"
10"
4"
4"
3"
3"
4"

ASREQUIRED
51/2"
4"
10"
4"
4"
1"
11/2"(TYP)

SCUPPER

CLOSURE
FLANGE
PACK W/ NONSHRINK GROUT SINGLE PLY
ROOF

SCUPPER
FLANGE

CLOSURE

SHRINK GROUT
PACK W/ NONBUILT-UP

ROOFING
3" CANT
STRIP
CANT
STRIP

3. PROVIDE CLOSURE FLANGE AT EXTERIOR WALL. SET FLANGE IN SEALANT.

COAT AL IN CONTACT WITH CONC AND CMU AS SPECIFIED.

BE KYNAR. COLOR SHALL BE ENGINEER SELECTED FROM STANDARD COLOR OFFERINGS.

2. FABRICATE SCUPPER AND FLANGE FROM MIN 0.032" THICK PRE-FINISHED AL. FINISH SHALL OTHERWISE RECOMMENDED BY ROOFING MANUFACTURER.

1. PROVIDE SCUPPER AS DETAILED AND ADHERE TO SURROUNDING STRUCTURE UNLESS NOTES:

SCUPPER - PRIMARY

BUILT-UP AND SINGLE-PLY SYSTEMS

DRAWINGS
ON THE

INDICATED

WALL AS

ROOF DRAIN

SCUPPER

DOWNSPOUT

CONDUCTOR
HEAD
06/21/19
TYP
AG225
A
-
B
-

ELEVATION SECTION
B
-
WITH ROOFING TYPE.

3. SEE SPEC FOR SPECIFIC ROOFING AND INSULATION MATERIAL. SCUPPER SHAPE WILL VARY AL IN CONTACT WITH CONC OR CMU AS SPECIFIED. SEAL ALL JOINTS.

KYNAR. COLOR SHALL BE ENGINEER SELECTED FROM STANDARD COLOR OFFERINGS. COAT

2. FABRICATE CONDUCTOR HEAD FROM MIN 0.032" THICK PRE-FINISHED AL. FINISH SHALL BE MANUFACTURER.

1. PROVIDE CONDUCTOR HEAD AS DETAILED UNLESS OTHERWISE RECOMMENDED BY ROOFING NOTES:

CONDUCTOR HEAD - ALUMINUM

DOWNSPOUT HANGER
1 1/2" x 0.062 AL
@ 4'-0" OC
CONC ANCHORS @

INDICATED ON THE

WALL MATERIAL AS

CONC OR MASONRY

WALLS (TYP)

SPLASH BLOCK

WHERE REQD
3" x 4" DOWNSPOUT
FORMED FROM 0.032
06/21/19
TYP
AG227
A
-
A
-

SECTION

DRAWINGS

PRE-FINISHED AL UNLESS

OTHERWISE INDICATED
ON THE DRAWINGS.

SELECTED FROM STANDARD
COLOR OFFERINGS.

COLOR SHALL BE ENGINEER

3. COAT AL IN CONTACT WITH CONC AND CMU AS SPECIFIED.

2. ALTERNATE SIZE DOWNSPOUTS WILL BE REQUIRED, IF SO INDICATED ON THE DRAWINGS.

1. PROVIDE SPLASH BLOCK AS SHOWN EXCEPT AT PAVING AND SIDEWALKS.

NOTE:

DOWN SPOUT - ALUMINUM
2 - 1/4"Ø SST
4" FELT CAP FLASHING. SET IN

FLASHING CEMENT AND COVER
W/ 1/8" THICK FLASHING CEMENT.

BASE FLASHING

SET IN ASPHALT

BACKER FELT

SET IN ASPHALT

ROOFING FELTS
3" CANT STRIP

TAPERED INSULATION ROOF CRICKET

WHERE INDICATED ON THE DRAWINGS
RIGID INSULATION.

THICKNESS AS SPECIFIED.

SEE DRAWINGS FOR ROOF

DECK AND ROOF FRAMING

SCREW TYPE

SIZE AND SPACING

PER MANUFACTURERS
RECOMMENDATION.

MECH FASTENERS.

WALL MATERIAL AS INDICATED
08/01/05
TYP
AG140
~
~
~
~
~
~
~
~
~
5"M
IN
3"

ON THE DRAWINGS
TYP
AG220 METAL COPING

THE DRAWINGS

AS INDICATED ON

COUNTERFLASHING

OR REGLET AND

ROOF SYSTEM - BUILT-UP - DETAIL
TYP
AG227
TYP
AG223
TYP
AG229
TYP
AC300
S 12/28/20
A
-

SECTION

WELDING (TYP)

GRIND SMOOTH AFTER

RADIUS OF GUARDRAIL POST,

BEND BAR SIDE RAILS TO

LANDING LEVEL

TOP RUNG AT
1/2" RADIUS

SIDE RAILS
1/2 x 4

AL RECT
1/8" RADIUS

SMOOTH TO

CORNERS

ROUND ALL
1/4
TYP
1/4
1/4
1'-4"
8"
4"
TYP
AN
CHO
R
S
TR
APS.

SPAC
E
@
6'-0"O
C
MAX.
1'-6"
3'-6"

OTHERWISE INDICATED)

GATE (TYP UNLESS

ELEVATION
RAILS AND PLUG WELD. (TYP)

EXTEND HALF WAY THROUGH
TREAD ON TOP SURFACE.

AL 1" SQ SOLID RUNGS W/

DRAWINGS

INDICATED IN THE

GUARDRAIL, TYPE AS
GROUT
MINIMUM 1" NON-SHRINK
DWGS

WALL, SEE

MASONRY

CONC OR

LADDER - ALUMINUM - WALL
MASONRY CONSTRUCTION. (TYP)

ANCHOR INTO GROUTED CELL AT
WALL W/ 5/8"Ø SST CONC ANCHORS.

WELD TO LADDER AND FASTEN TO
AL RECT 3/8 x 3 ANCHOR STRAP.
5/8"Ø SST CONC ANCHORS

FASTEN TO FLOOR W/

4. WHERE GUARDRAIL IS SST, BOLT PIPE TO RAIL W/ 2 - 1/2"Ø SST BOLTS.

SLEEVES AND WASHERS AT DISSIMILAR METALS, AS SPECIFIED.

3. COAT ALL AL SURFACES IN CONTACT W/ CONC AND MASONRY, AND INSTALL ISOLATION (2'-3" AT SMOOTH WALL). 1'-3" EACH SIDE OF CENTER LINE, ON EACH SIDE OF LADDER.

2. MINIMUM CLEARANCE TO ANY OBSTRUCTION ADJACENT TO LADDER: 2'-6" ON CLIMBING SIDE

1. INSTALL FALL PREVENTION SYSTEM PER SPEC WHERE HEIGHT OF LADDER EXCEEDS 24'-0".

NOTES:
-
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-2023 12:33:25
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PROJECT NO. FILE NAME:

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CE

TYPICALS

TYPICAL DETAILS
8660F10
eparker
00TA01
8660F1000TA01.dgn

ARCHITECTURAL
JKN
172
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 17:00:25-04'00'

WIDTH
FRAME
3'-0"
FR
AM
E
H
E
IGH
T
4"
2"
5'-0
6" TYP "
3'-8"
MAX
3'-0"
6" 2"
5 3/4"
5'-0"MAX5'-0"MAX

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
~
AJ100
06/21/19
TYP

REMOVABLE TRANSOM BAR

GLASS SIDELIGHT
R S
T
~
~
LOCATIONS REQUIRED. (TYP)

HARDWARE SCHEDULE FOR
FRAME TYPE. SEE DOOR AND
BE TINTED INSULATING GLASS.

4. GLASS AT INTERIOR SIDELIGHTS SHALL BE CLEAR. GLASS AT EXTERIOR SIDELIGHTS SHALL

3. GLASS AT SIDELIGHTS SHALL BE TEMPERED.

LOCATION.

2. SIDELIGHT MAY BE ON EITHER SIDE OF DOOR. SEE DRAWINGS FOR REQUIRED SIDELIGHT

1. SEE DOOR AND HARDWARE SCHEDULE FOR FRAME SIZE, MATERIAL, AND DETAILS.

NOTES:
(TYP)
DOOR - FRAME - STICK AJ103
06/21/19
TYP

PANEL ONLY

TRANSOM

REMOVABLE

COILING METAL DOOR

F G N V D
A
C T
(TYP)
6"
6" MIN
6"
6"
10" SQ
10"
10"
2"
~
~
~
~
~
~
~
GLASS
GLASS
GLASS
GLASS
SHELF

DOOR WITH
DUTCH
LOCATIONS REQUIRED. (TYP)

HARDWARE SCHEDULE FOR
DOOR TYPE. SEE DOOR AND

ALUM FRAME
~
NOTE 5
SEE
LOUVER.

SCHEDULE.

AND HARDWARE

NOTED ON DOOR

TRANSOM AS

DOOR TYPE BELOW
NOTES:

1. DOOR SIZE AND TYPE SHALL BE IN ACCORDANCE WITH DOOR AND HARDWARE SCHEDULE.

2. GLASS AT DOORS SHALL BE TEMPERED UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

3. GLASS AT INTERIOR DOORS SHALL BE CLEAR. GLASS AT EXTERIOR DOORS SHALL BE TINTED.

4. PROVIDE WIRE GLASS AT LABELED DOORS.

5. LOUVER MAY BE REQD AT ANY DOOR TYPE. IF A LOUVER IS REQUIRED, SIZES AND LOCATIONS WILL BE NOTED ON DOOR AND HARDWARE SCHEDULE.

6. PROVIDE LABELED DOORS IN ACCORDANCE WITH DOOR AND HARDWARE SCHEDULE.

DOOR - ELEVATIONS - TYPES
A
-

METAL FRAMING B
-

WOOD FRAMING
C
-
D
-

MASONRY CONCRETE
AJ105
06/21/19
TYP
3/4"
3/4"
1/2" MIN
~
~

CAULK BOTH SIDES

FILL WITH GROUT

CAULK BOTH SIDES

FILL WITH GROUT
HEADER. 2 - 2x MIN.

DOOR FRAME DOOR FRAME

DOOR FRAME

DOOR FRAME
WALL

THICKER

LINE OF
DOOR
DOOR
TO JAMB.

DOWN AND FASTEN

CLIP LEGS, BEND
METAL TRACK.

SHEET 1 OF 2

GYPSUM BOARD GYPSUM BOARD

DOOR - HEAD - DETAILS
A
-
B
-
C
-

MASONRY

METAL FRAMING WOOD FRAMING
AJ107
06/21/19
TYP

GYPSUM BOARD GYPSUM BOARD

JAMB ANCHOR

PER JAMB

TWO STUDS

CAULK BOTH SIDES
~
~
SHEET 1 OF 2
5/8"
1 15/16"
5/8"
1 15/16"
3/4"
5/8"
1 15/16"
~~

FILL WITH GROUT

DOOR FRAME

DOOR FRAME
(TYP)
DOOR

DOOR FRAME
D
-

CONCRETE

PIPE SPACER

CAULK BOTH SIDES
~

FILL WITH GROUT

LINE OF THICKER WALL
3/4"
1 15/16"
5/8"

DOOR FRAME
DOOR
ANCHOR
(

COUNTERSUNK
NOTE
2)

LINE OF THICKER WALL

DOOR - JAMB - DETAILS
A
-
B
-
C
-
D
-
E
-
AJ109
06/21/19
TYP

CARPET BAR

RESILIENT
CARPET

STRIP AS REQ'D

RESILIENT REDUCER

CONCRETE CERAMIC TILE
PAD AT EXTERIOR.

CONC SIDEWALK OR ENTRANCE
CONT CONC SLAB AT INTERIOR.

WITH ROOM FINISH SCHEDULE

FINISH FLOOR MATERIAL IN ACCORDANCE

FINISH SCHEDULE

WITH ROOM

IN ACCORDANCE

OR SHEET VINYL

RESILIENT TILE

ROOM FINISH SCHEDULE

IN ACCORDANCE WITH

FINISH FLOOR MATERIAL

SCHEDULE
FINISH

WITH ROOM

ACCORDANCE

MATERIAL IN

FINISH FLOOR

CONTINUOUS

1. DOOR CLEARANCE AT BOTTOM OF DOOR SHALL BE 1/4" MIN AND 3/8" MAX.

NOTE:

SET THRESHOLD IN SEALANT.

HARDWARE SCHEDULE.

ACCORDANCE WITH DOOR AND

THRESHOLD AND DOOR BOTTOM IN

DOOR - SILL - DETAILS
2"
2"
2"
1"
1'-2"
4"
2'-0"
51/2"
2"
4"
06/21/19
AG229
TYP
2"
2"
2"
1"
1'-2"
4"
2'-0"
51/2"
2"
4"

SPLASH BLOCK - CONCRETE - SURFACE MOUNTED
FIRE EXTINGUISHER.

SEE SPECIFICATIONS
FOR SIZE AND TYPE.

FINISH FLOOR

ELEVATION
WALL
FIRE EXTINGUISHER.

SEE SPECIFICATIONS
FOR SIZE AND TYPE.

FINISH FLOOR

ELEVATION
WALL

2. SEE SPECIFICATIONS FOR SIGNAGE REQUIREMENTS ABOVE FIRE EXTINGUISHERS.

PARTITION WALL.

GROUTED CELL. MOUNT TO STUD WITH LAG BOLTS, OR WOOD SCREWS FOR WOOD CONCRETE ANCHORS FOR MASONRY OR CONCRETE WALLS. AT MASONRY INSTALL AT

1. MOUNT TO WALL WITH NUMBER AND SIZE OF ANCHORS TO MATCH BRACKET. USE NOTES:

AN400
TYP
06/21/19

FIRE EXTINGUISHER

WALL-MOUNTED
P
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-2023 12:33:09
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CE

TYPICALS

TYPICAL DETAILS
8660F10
eparker
00TA02
8660F1000TA02.dgn

ARCHITECTURAL
JKN
173
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 17:01:01-04'00'

OD OF MANHOLE + 12"
10"
3" MIN
3'-6"
1"
1"
SEE DRAWINGS (4'-0" MIN)

PAD LENGTH
SEE
D
R
AW
ING
S
(6'-0"M
IN
)
PAD
W
ID
TH
M
IN
1'-4"
M
IN
12"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 76832

SEE DWGS
FIN FL
(TYP)
1/4" RADIUS

JOINT SEALANT

SIDEWALK/PAVEMENT
1/4" MIN
"W" /2
GAP
MAX 3/8"
MIN 1/4"

BACKER ROD

JOINT MATERIAL

RUBBER EXPANSION

SYNTHETIC SPONGE

CUT OUT TOP OF RCP

OR VCP WITHIN MANHOLE
3" EPOXY GROUT
SEE NOTE 2 (TYP)
CLASS "A"
48" FOR 6" THRU 12"
PIPES.
60" FOR 15" THRU 48"
PIPES.
#5 @ 12" EW

STEEL TROWEL
FINISH

SOIL BACKFILL

EXISTING PAVEMENT

TOP OF MH SHALL MATCH

AC PAVEMENT OR

CONCRETE

INDICATED ON THE

UNLESS OTHERWISE
MORTAR
6" TO EXISTING GRADE

DRAWINGS

BASE WHERE SOIL IS
OR 8" MIN ABC UNDER

UNDISTURBED SOIL

CAST BASE AGAINST
UNSTABLE.

CAST-IN-PLACE
CONE SHOWN ROTATED 90°.

TYP
N
8" (TYP)
12" MIN
6" MIN. 1'-6" MAX.
6" CLR
CS110 MANHOLE
30" CI MH FRAME AND COVER.
~
3" MIN
A
S
R
EQD
CLASS "A" CONCRETE BASE.

PRECAST CONCRETE MANHOLE

ECCENTRIC PRECAST CONCRETE

GRADE RINGS AS REQUIRED
2'-6"TO
3'-0"

RISERS WITH VARIABLE HEIGHT
MANUFACTURER'S DETAIL.

3. FORM GROOVE IN MANHOLE BASE WITH STEEL OR ALUMINUM BASERING PER

2. SEAL JOINTS WITH PRECAST CONCRETE JOINT SEALANT.

GROUT.

1. LOCATE MANHOLE COVER ON DOWNSTREAM SIDE OF MANHOLE. SET MANHOLE FRAME IN NOTES:

SEE NOTE 3
SEE NOTE 1.
12/24/2020

SEE DWGS
FINISHED GRADE.

PAVEMENT OR
(7" MAX)

ON DWGS
SHOWN

OTHERWISE
4" UNLESS

PVC PIPE SLEEVE
CLASS "C" CONCRETE
4"Ø GALV SCH 40 STEEL POST.
4'-0"
6"

MATERIAL ALL

CONCRETE PAVEMENT
SEE DRAWINGS.

CONCRETE PAVEMENT

WELD ON CAP

PAINT SAFETY YELLOW PER
ANSI Z535.1. 1/2" BITUMINOUS

FIBER EXP JOINT

AROUND (UNLESS

OTHERWISE INDICATED

ON THE DRAWINGS)

FINISHED GRADE

AC PAVEMENT OR

FINISHED GRADE
OR AC PAVEMENT.

TYP
N
CF161
-
B
-
B
-
A
12/29/2020

GUARD POST - REMOVABLE
1/4" RADIUS
CR314
TYP
-

SECTION
-
~
TYP

EACH SIDE
#4@12" EW
#4 x

FIN FL UNO

FLUSH W/
T.O. PAD

SIDEWALK - ENTRANCE PAD

OF DOOR
SLOPE
1/4"/FTUNO
(TYP 3 SIDES)

THICKENED EDGE
B
A
PLAN
B
(TYP ALL EDGES)
6" 8"

MIN (TYP)

EXT DOOR

THRESHOLD
SEE NOTE 1.

EXPANSION JOINT.

EMBED.

S194/TYP MIN 4"

SET PER DETAIL
SMOOTH DOWELS.
304 SST OILED
1/2" DIA x 1'-8TYPE

ABC (TYP)

COMPACTED
MIN 6"

1. EXPANSION JOINT AT FACE OF STRUCTURE: 3/8" WIDE AND AS INDICATED IN DETAIL 1.

NOTES:
-
1 DETAIL
12/24/2020
CR314
TYP

SIDEWALK - ENTRANCE PAD
12/24/2020

AT CONC

PAVEMENT
6" 0"
3" CLR
MIN
MIN
2"CLR
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-2023 11:13:23
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PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
00TC01
eparker
CIVIL
8660F1000TC01.dgn
JM
174
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:21:31-07'00'

6"M
IN 12" 12"

PREFORMED CHANNEL
WALLS AND LINTELS.

DRAWINGS FOR REINFORCEMENT IN
CMU WALL. REFER TO STRUCTURAL
(TYP)
WEIGHTS UNDER 200 LBS. U.O.N.
5/8" Ø WITH 3" OF EMBEDMENT FOR

Z FITTING W/ CMU ANCHOR FOR CMU,

AS REQUIRED (TYP)

ANCHORS, NUTS, AND LOCKWASHER
FITTINGS AT 2'-8" O.C. MAX

PROVIDE INTERMEDIATE Z
WHERE LENGTH EXCEEDS 2'-8"
18"

DECK - SEE STRUCTURAL

CROSSING)
(TYP EACH SIDE EACH BEAM

BEAM CLAMP W/SQ U-BOLT

PREFORMED CHANNEL

STEEL BEAM
3/4" RIGID CONDUIT

GUSSET FOR LUMINAIRE

BEAM CLAMP WITH
(SIDE VIEW)

STEEL BEAM

CONDUIT HANGER

BEAM CLAMP WITH
6" MIN 6" MIN

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®

GROUND ROD

TYP COMPRESSION CONNECTION
EG002
S

DIAMETER AS SPECIFIED)

GROUND ROD (LENGTH AND
GRADE

FINISHED
1 1
KEY NOTES:

CABLE PER CONNECTOR MANUFACTURERS GUIDELINES.

GROUND ROD TO GROUND GRID CROSS CONNECTOR. SIZE FOR ROD AND OR IN SPECIFICATIONS.

SIZE AS INDICATED ON DRAWINGS
GROUND GRID CONDUCTOR.
3'-0" (MIN) SOIL

FINISHED GRADE

DIAMETER AS SPECIFIED)

GROUND ROD (LENGTH AND

BACKFILL
SOIL
1 1
KEY NOTES:

DRAIN ROCK
OR IN SPECIFICATIONS.

SIZE AS INDICATED ON DRAWINGS

GROUND GRID CONDUCTOR
AND CABLE PER CONNECTOR MANUFACTURERS GUIDELINES.

GROUND ROD TO GROUND GRID CROSS CONNECTOR. SIZE FOR ROD

GROUND WELL AS SPECIFIED
EG001 GROUND ROD AND GROUNDWELL

TYP COMPRESSION CONNECTION
S
GENERAL NOTES:

CONCRETE ANCHORS SHALL BE PER THE SPECIFICATIONS.

2. SUPPORTS TO BE SPACED IN ACCORDANCE WITH NEC REQUIREMENTS.

1. THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING.

GRADE

FINISHED
1 1
OR IN SPECIFICATIONS.

SIZE AS INDICATED ON DRAWINGS
GROUND GRID CONDUCTOR.
3'-0" (MIN)
SOIL
MANUFACTURERS GUIDELINES.

GROUND GRID CROSS CONNECTOR. SIZE FOR CABLE PER CONNECTOR KEY NOTES:

EG101
TYP
S

COMPRESSION CONNECTION

COPPER GROUNDING CABLE CONNECTION
SKID

GROUND BUS OR EQUIPMENT

CONNECT TO EQUIPMENT

HOUSEKEEPING PAD

FLOOR OR

GROUNDING PLATE
KEY NOTES:
1 1
PLACEMENT OF CONCRETE.

INTO GROUND PLATE PRIOR TO

THREAD A POSITIONING ROD
SPECIFICATIONS.

DRAWINGS OR IN

SIZE AS INDICATED ON THE
GROUND GRID CONDUCTOR.

SPECIFICATIONS.

DRAWINGS OR IN

SIZE AS INDICATED ON THE
GROUND GRID CONDUCTOR.

EG102
TYP
S

COMPRESSION CONNECTION

CAST GROUNDING PLATE

DUXSEAL

FILL WITH
GRADE

FLOOR SLAB OR
COLUMN, ETC.

SKID, POST, STEEL BLDG.

METALLIC EQUIPMENT

CLAMP TO SKID
1-1/2" MINERALLAC
HEAVY DUTY COMPRESSION TERMINAL.

KEY NOTES:
1 1
NOTES:

SLEEVE
SCHEDULE 80
1-1/2" PVC
SPECIFICATIONS.

SIZE AS INDICATED ON DRAWINGS OR IN
GROUND GRID CONDUCTOR.

STRUCTURE, NOT TO EQUIPMENT OR TANK SHELLS.

2. NOTE: BOLT GROUND LUG ONLY TO EQUIPMENT SKIDS OR
BOLTING ON THE GROUND LUG.

1. CLEAN ALL PAINTED SURFACES TO BARE METAL BEFORE
EG201 EQUIPMENT SKID GROUNDING

TYP COMPRESSION CONNECTION
S
A
S
R
EQU
IR
ED

PREFORMED CHANNEL ATTACHMENT

TO FULLY GROUTED CMU WALL
EA080
TYP
S
TYP
S
EA060

GRATING SUPPORTS

ATTACHMENT TO ALUMINUM
3/16 1/2
3/16 1/2
4" MAX
2" MIN
FLANGE
BEAM

EDGE OF
FLANGE

PL TO BEAM

TYP EA CLAMP
ACROSS
ALONG

ATTACHMENT TO STEEL BEAMS
S
TYP
EA030

AL CHANNEL

PREFORMED

CHANNEL

SUPPORT

AL GRATING

CHANNEL

SUPPORT

AL GRATING

CLAMP (TYP EA END)

STEEL U-BOLT W/TOP

SQUARE STAINLESS

AL GRATING
P
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-2023 11:14:46
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arollo_S
td_P
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T
SAVED
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE01
175
8660F1000TE01.dgn

ELECTRICAL
eparker
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:44:17-07'00'

GROUT

NON-SHRINK
REQUIREMENTS.

POLE MANUFACTURERS

LEVELING NUTS PER

LOCK WASHERS, AND

SST ANCHOR BOLTS, NUTS,
REQUIREMENTS.

NUTS PER POLE MANUFACTURERS

LOCK WASHERS, AND LEVELING

SST ANCHOR BOLTS, NUTS,
WALL

OR SPECIFICATIONS)
(SIZE AS INDICATED ON DRAWINGS

GROUND GRID CONDUCTOR

FOOTING
CONCRETE.
20'-0" LENGTH ENCASED IN
#4 SDBC (MIN) WITH MIN

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
GROUT

NON-SHRINK
BACK
BOLT
PANEL
WASHER
& USE A STAR

SCRAPE PAINT

GROUND CONNECTION

THREADS TO ALLOW A

REMOVE PAINT FROM

USE A WIRE BRUSH TO

THE ENCLOSURE

BACK WALL OF

PANEL TO THE

OF THE BACK

STUD MOUNTING

BACK PANEL

CHASSIS TO THE

BUS OR A

OF A GROUND

BOLT MOUNTING
WASHER
FLAT
HOLE
TAPPED
STUD
WELDED
(TYP)

BRACKET

MOUNTING

GROUND BUS OR

BACK PANEL

CHASSIS TO THE

BUS OR A

OF A GROUND

STUD MOUNTING
(TYP)
WASHER
STAR
STUD
WELDED
PAINT
SCRAPE

ENCLOSURE

BACK WALL OF
BOLT
(TYP)

GROUND LUG

COMPRESSION
(INSIDE) (OUTSIDE)

ENCLOSURE WALL

CONDUCTOR (TYP)

GROUNDING

EQUIPMENT
WALL

ENCLOSURE

CHASSIS TO

BUS OR A

OF A GROUND

BOLT MOUNTING
(TYP)
NUT
OR
TYP
S
EG205 ENCLOSURE GROUNDING DETAILS

C PHASE

B PHASE

A PHASE

TRANSFORMER

FIRST DISCONNECTING DEVICE AFTER

EQUIPMENT FRAME

INTEGRALLY BONDED TO

EQUIPMENT GROUND BUS

EQUIPMENT FRAME

GROUND PAD

TRANSFORMER

CONDUCTOR

GROUNDING ELECTRODE

TYPE BUSHINGS

GROUNDING

CONDUIT

NEUTRAL BUS

SYSTEM BONDING JUMPER

DRAWINGS

SYSTEM AS INDICATED ON THE

TO GROUNDING ELECTRODE

DRAWINGS

SYSTEM AS INDICATED ON THE

TO GROUNDING ELECTRODE

EQUIPMENT BONDING JUMPER
TYP
S
EG511 TRANSFORMER (NON-UTILITY) 3-PHASE, 4-WIRE

SECONDARY POWER GROUNDING DETAIL

CONDUIT

FLUSH MOUNTED

SUSPENDED

CONDUIT

LUMINAIRE

LUMINAIRE
HANGER

CONDUIT
HANGER

CONDUIT

STRAP OR EQUAL
HANGER w/SAFETY

APPLETON FHSN

OR EQUAL

FHLF LOOP

APPLETON

OR EQUAL

AHG HANGER

APPLETON
KEY NOTES:

USE MEYERS HUB IN WET AND/OR CORROSIVE AREAS.

LENGTH AS REQUIRED FOR INDICATED MOUNTING HEIGHT.

TO ATTACHMENT DETAIL

PREFORMED CHANNEL REFER
CAP END CONDUIT AS REQUIRED.

AS REQUIRED (TYP)

STUD NUT OR HANGER

LINEAR FIXTURE NUT,

TO ATTACHMENT DETAIL

PREFORMED CHANNEL REFER
ROD

CHAIN OR
1 2 2
3 TYP
S
EL200
1 2
3 LINEAR LUMINAIRE MOUNTING
TYP

ONE-PIECE POLE

HINGED POLE
TYP
S
EL502 ANCHOR BASE FOR LIGHT POLE

MOUNTED ON SLAB
TYP
S
EG304 GROUNDING CONNECTION TO

FOOTING (UFER)
1 1

GROUND BUS MOUNTING

GROUND BUS
BOLT
WASHER
STAR
HOLE
TAPPED
BUS
GROUND

GROUND LUG

ELECTRODE SYSTEM

CONDUCTOR TO GROUNDING

GROUNDING ELECTRODE

CONDUCTORS

GROUNDING

EQUIPMENT

ELEVATION VIEW SIDE VIEW

GROUND LUG

COMPRESSION
TYP
S
EG204 GROUND BUS CONNECTIONS
# KEY NOTES:

BETWEEN CONDUCTOR AND FACE OF CONCRETE.

PROVIDE MIN 1 1/2" CLEAR BETWEEN CONDUCTOR & REINFORCEMENT, OR

1. GROUND GRID CONDUCTOR TO BE FULLY ENCASED IN CONCRETE.

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-2023 11:13:29
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C
arollo_S
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SAVED
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE02
176
8660F1000TE02.dgn

ELECTRICAL
eparker
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:45:02-07'00'

(TYP
)

3.0"
(TYP)

3.0"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
5 4
3 2
1 GROUND WIRE
SDBC

CONCRETE (RED)

CLASS CE

FINISHED GRADE
12"
24"
BELOW
GRADE (MIN)"
CURING.

3. MAKE PROVISIONS TO PREVENT CONDUIT FLOTATION DURING CONCRETE PLACEMENT & CONDUITS.

REFER TO DUCT BANK SECTIONS, AND CONDUIT SCHEDULE FOR NUMBER AND SIZE OF SPECIFICATION TO ACCOMMODATE ACTUAL NUMBER OF CONDUITS WITHIN DUCT BANK.

2. ADJUST SIZE OF DUCT BANK BASED UPON THESE GUIDELINES AND THE DUCT BANK

1. DIMENSIONS SHOWN ARE MINIMUM.

NOTES:
6 7
8 OTHERWISE INDICATED ON THE DRAWINGS.
#4/0 SDBC GROUND WIRE UNLESS
THE DUCT BANK.

BOND THE DUCT BANK GROUND WIRE TO THE GROUNDING SYSTEM AT BOTH ENDS OF VERTICAL LEGS EACH SIDE.

LOWER PORTION OF TIES COULD BE U-BARS IF UPPER PORTIONS PROVIDES 1'-4" CONTRACTOR'S OPTION TO PROVIDE 1'-4" LAP LENGTH EACH SIDE OF HORIZONTAL TIE. 1'-4" OR 135 DEGREE HOOK FOR SHALLOW DUCT BANKS SHALLOWER THAN 21" REFER TO DUCT BANK SECTIONS AND SPECIFICATIONS FOR CONDUIT REQUIREMENTS.

PVC CONDUIT SPACERS ON 8'-0" CENTERS (MAXIMUM). LOCATE 12" FROM TIES.

SUPPORTS AT INTERVALS OF 24" TO REDUCE DEFLECTION.

PVC CONDUIT SPACER ALONG LENGTH OF DUCT BANK. PROVIDE PRECAST BAR

MINIMUM OF TWO PRECAST CONCRETE BAR SUPPORTS PLACED UNDER A TIE AT EACH #4 REINFORCING STEEL TIES MAXIMUM 24" ON CENTER ALONG LENGTH OF DUCT BANK.

BANK.
#4 REINFORCING STEEL 12" MAXIMUM ON CENTER AROUND ENTIRE PERIMETER OF DUCT KEY NOTES:
9 S
EM001 REINFORCED CONCRETE DUCT BANK
1 4
2 3
2 4
5 TYP
1 6
6 6 7
8 2
3 9
5 TYP
S
EL506
-
- B SECTION

A SECTION
A
-
-
B
S101

TRAFFIC AREAS

POLE FOUNDATION

1. SEE NOTE
6-#5 MIN.

LAP SPLICE @ TOP SPIRAL.
#3 SPIRAL MIN. SEE NOTE 1.
3"CLR

POLE BASE

CONC PIER
POLE
4"
MIN
LBOLT
ANCHOR
C

CONDUIT
GRADE

ELEVATION

COMPACTED SOIL

CONCRETE
CLASS "A" SEE

LAP SPLICE

FINISHED

CONDUIT(S)

ELECTRICAL

ENCASED
SEE NOTE 1.
5'-0"M
IN
P
ITC
H
3 @
3"
2"C
LR
P
ITC
H
O
F
SP
IR
AL
MIN
8"
3"C
LR
GROUT
MIN 1" NON-SHRINK
POLE
COVER

POLE BASE
TYP

PER POLE MFR REQUIREMENTS

WASHERS, AND LEVELING NUTS

SST ANCHOR BOLTS, NUTS, LOCK
6"P
ITC
H
2'-0"M
IN
3'-0"
SEE NOTE 1
2'-0"D
IA
M
IN
SEE NOTE 1
2'-0"D
IA
M
IN
INCREASE DIMENSIONS AND INCREASE DIMENSIONS AS REQUIRED.

OTHERWISE NOTED. PROVIDE WIND LOAD CALCULATIONS AND

1. USE MINIMUM DIMENSIONS AND REINFORCEMENT SHOWN UNLESS GENERAL NOTES: GENERAL NOTES:

TYP
S
EL507
POLE

CONDUIT
GRADE

SST ANCHOR BOLTS,

NUTS, LOCK WASHERS,

AND LEVELING NUTS PER

ELEVATION

COMPACTED SOIL

CONCRETE
CLASS "A"
SEE

LAP SPLICE

POLE BASE

CONC PIER
L
POLE

FINISHED
COVER

POLE BASE

CONDUIT(S)

ELECTRICAL

ENCASED
GROUT
MIN 1" NON-SHRINK

1. SEE NOTE
6-#5 MIN.

LAP SPLICE @ TOP SPIRAL.
#3 SPIRAL MIN. SEE NOTE 1.

TYP
S101
SEE NOTE 1.
5'-0"M
IN
6"P
ITC
H
P
ITC
H
3 @
3"
2"C
LR
A
-
-
B
-
B
-

A SECTION SECTION
P
ITC
H
O
F
SP
IR
AL
4"
MIN
2'-0"M
IN
3"CL
B
R
OLT
ANCHOR
C
MIN
8"
3"C
LR

NON-TRAFFIC AREAS

POLE FOUNDATION
2'-0"D
IA
M
IN
SEE NOTE 1
SEE NOTE 1
2'-0"D
IA
M
IN
INCREASE DIMENSIONS AS REQUIRED.

OTHERWISE NOTED. PROVIDE WIND LOAD CALCULATIONS AND

1. USE MINIMUM DIMENSIONS AND REINFORCEMENT SHOWN UNLESS

POLE MFR REQUIREMENTS
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-2023 11:15:43
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arollo_S
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lotScale:1:1 LA
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE03
177
8660F1000TE03.dgn

ELECTRICAL
eparker
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:44:49-07'00'

3" (TYP)
3"
4"
2'-6"
12"
(TYP
)"
18"
2"
3"
2" 3"
1"

ENVELOPE

CONCRETE

CONDUIT REINFORCING STEEL
(TYP)

BAR SUPPORT

PRECAST CONCRETE
ON THE DRAWINGS.

UNLESS OTHERWISE INDICATED
# 4/0 SDBC GROUND WIRE MIN.

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
#4@12"
#4 U-SHAPED BARS

LAP SPLICE
(TYP)
TYP
TYP
3" CLR COVER
DRAWINGS.

ON THE

AS INDICATED

DUCT BANK

CONTINUING
GENERAL NOTES:

KEY NOTES:

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EQUIPMENT ABOVE.

ADJUST DUCT SPACING TO FIT OPENING IN THE SLAB AND
TYP
S
EM020 DUCT BANK RISER
1 EM001
EM001
1 FINISHED GRADE

BACKFILL

WARNING TAPE

SAND BACKFILL

CONDUIT OR CABLE

DIRECT BURIED

2. REFER TO THE SPECIFICATIONS FOR TRENCH BACKFILL REQUIREMENTS.

DRAWINGS.

1. ALL DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON THE NOTES:

TYP
S
EM015 DIRECT BURIED CONDUIT OR CABLE
KEY NOTES:

PVC COATED RIGID

STEEL CONDUIT
#4@12"

STD HOOK

CONDUCTOR

ELECTRODE

GROUNDING
GRADE

SLAB ON

CONDUIT
PVC
CONDUIT IS NOT PROTECTED BY AN EQUIPMENT PAD.

PROVIDE CONDUIT HOUSE KEEPING CURB AT ALL LOCATIONS WHERE THE #4 U-SHAPED BARS

LAP SPLICE

CONTINUING DUCTBANK
1 1
TYP
TYP
TYP
TYP
3" CLR COVER
TYP
S
EM033 RISER FROM DUCTBANK

SLAB ON GRADE
EM001
EM001
S180
EM107
TYP
S
EM022 DUCT BANK ENTRY

INTO ELECTRICAL EQUIPMENT

ENCLOSURE

ELECTRICAL

FOUR SIDES

SEALANT ALL
1 1/2" JOINT
TYP
TYP
S180
S350 PAD

HOUSEKEEPING

ELECTRICAL
SLAB

CONCRETE
TYP
EM001

EQUIPMENT GROUND BUS

CONDUCTOR CONNECT TO

GROUNDING ELECTRODE
GENERAL NOTES:

WINDOW IN BOTTOM OF ELECTRICAL ENCLOSURE.

HOUSE KEEPING PAD MUST FIT IN MANUFACTURER PROVIDED
CONDUIT SIZE AND NUMBER OF CONDUITS. CONDUITS AT TOP OF

1. OPENING SIZE IN CONCRETE HOUSE KEEPING PAD IS SET BY #4@12"
#4 U-SHAPED BARS

LAP SPLICE
(TYP)
GRADE

SLAB ON
1 1
3" CLR COVER
TYP
TYP
TYP
TYP
TYP

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

CONTINUING DUCT BANK AS INDICATED ON THE DRAWINGS.

EM001
S180
EM107
S130
EM001
2 2
2 GENERAL NOTES:

KEY NOTES:

SHALL ONLY BE PROVIDED FOR DUCT BANK RISER THROUGH NEW CONCRETE SLAB.

PROTECTED BY AN EQUIPMENT PAD.

PROVIDE CONDUIT HOUSE KEEPING CURB AT ALL LOCATIONS WHERE THE CONDUIT IS NOT TYP
EM032

SLAB ON GRADE

RISER FROM DUCT BANK
R 12-06-21
(TYP
)"
18"
R
PLACEMENT & CURING.

3. MAKE PROVISIONS TO PREVENT CONDUIT FLOTATION DURING CONCRETE CONDUIT SCHEDULE FOR NUMBER AND SIZE OF CONDUITS.

CONDUITS WITHIN DUCT BANK. REFER TO DUCT BANK SECTIONS, AND SPECIFICATION SECTION 16133 TO ACCOMMODATE ACTUAL NUMBER OF

2. ADJUST SIZE OF DUCT BANK BASED UPON THESE GUIDELINES AND

1. DIMENSIONS SHOWN ARE MINIMUM.

NOTES:
4 3
2 1
5 CONCRETE POUR.

CONDUIT LOCATION AND TO PREVENT IT FROM FLOATING DURING

OR CLOSER SPACING ALONG THE LENGTH AS REQUIRED TO MAINTAIN TIE CONDUIT TO BOTTOM REINFORCING STEEL AT MIN 2'-0" ON CENTER CONDUIT REQUIREMENTS.

REFER TO DUCTBANK SECTIONS AND CONDUIT SCHEDULES FOR
MOVEMENT OF THE REBAR.

BANK OR CLOSER SPACING AS NECESSARY TO PREVENT SAGGING OR UNDER STIRRUPS AT MIN 4'-0" ON CENTER ALONG LENGTH OF DUCT

MINIMUM OF THREE PRECAST CONCRETE BAR SUPPORTS PLACED
LENGTH OF DUCT BANK.
#4 REINFORCING STEEL STIRRUPS 6" MAXIMUM ON CENTER ALONG PERIMETER OF DUCT BANK.
#4 REINFORCING STEEL 12" MAXIMUM ON CENTER AROUND ENTIRE KEY NOTES:

TYP
EM002 REDUCED DEPTH REINFORCED CONCRETE DUCT BANK
5 4 1
2 3
(TYP)

INSULATED THROAT

BUSHING WITH

METAL GROUNDING
P
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-2023 11:14:58
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C
arollo_S
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S
T
SAVED
B
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE04
178
8660F1000TE04.dgn

ELECTRICAL
eparker
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:44:33-07'00'

CHANNEL CAP

CONDUIT

CHANNEL

PREFORMED

ANCHORS

CONCRETE
GROUT
1" NON-SHRINK

CONDUIT CLAMP
3"
3 -1/2"

PVC CONDUIT
FLOOR

FINISHED

TO FLOOR

DOWEL CURB

CHAMFER

CONDUIT
#3 HOOP
DRAINAGE.

TOP OF CURB FOR

CROWN OR SLOPE

STEEL CONDUIT

PVC COATED
(TYP)

CONDUIT COUPLING
(TYP
)"
12"

PVC FEMALE ADAPTER

ELBOW (TYP)

STEEL CONDUIT

PVC COATED

GRADE AT OPEN AREAS GRADE AT ROADWAYS
4"
6"M
IN
WALL
EN
C
A
S
EM
EN
T
H
E
IGH
T, H

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
10' MAX
6"
1 # KEY NOTES:

AND LARGER.

3. FIELD BEND 1" CONDUITS. PROVIDE MANUFACTURED PCS ELBOWS FOR CONDUITS 1.25"

2. TYPICAL BOTH SIDES, FRONT AND REAR.

1. COORDINATE REINFORCING STEEL REQUIREMENTS WITH THE GENERAL CONTRACTOR.

EM107
TYP

CONDUIT HOUSEKEEPING CURB
S
3 2
1 SUBGRADE

PREPARED
GRADE

FINISHED
PANEL

KNOCKOUT

PRE-FORMED
HATCH

ACCESS ROADWAY

COATING

EXTERIOR

DRAIN SUMP

GROUND ROD
3/4" x 10'-0"

PULLING IRON (TYP)
1 6
3 5
8 4
2 MAX
6"

MATERIAL
BASE 9
(TYP 4 SIDES)
12" MIN
TYP
EM001
TYP
EM070
(TYP)
TYP
EM056

PRECAST CONCRETE W/HATCH

ELECTRICAL HANDHOLE
J
#
GENERAL NOTES:

KEY NOTES:

BANKS AT EACH HANDHOLE.

3. SEE DRAWINGS FOR ORIENTATION, NUMBER, AND SIZE OF DUCT USING #4 AWG BARE COPPER CABLE.

2. BOND ALL METALLIC ITEMS INSIDE HANDHOLE TO GROUND ROD INTERIOR DIMENSIONS: 60"WIDE x 60"LONG x 60"DEEP)

ELECTRICAL HANDHOLE AND MANHOLE SCHEDULE (MAXIMUM

1. PROVIDE MINIMUM INTERIOR DIMENSIONS AS SHOWN IN THE
COURSE.

9. BASE MATERIAL: PROVIDE MIN 12" COMPACTED AGGREGATE BASE

8. PROVIDE ONE PULLING IRON ON EACH WALL OF HANDHOLE.

FOR CONNECTION REQUIREMENTS.

7. GROUNDING CABLE CONNECTION. REFER TO THE SPECIFICATIONS HANDHOLE.

6. MAXIMUM TOP SLAB OVERHANG IS TYPICAL AROUND 4 SIDES OF PROOFING.

5. COAT EXTERIOR WALLS BELOW GRADE WITH BITUMINOUS DAMP BASE MATERIAL BELOW.

MINIMUM 18" SQUARE FILTER FABRIC TO ISOLATE GRAVEL FROM THROUGH FLOOR OF HANDHOLE. SET SUMP OPENING OVER

4. PROVIDE MINIMUM 4 INCH DIAMETER, GRAVEL FILLED PENETRATION WALL AROUND HANDHOLE.

PREFORMED KNOCKOUT PANELS. PROVIDE KNOCKOUTS ON EACH

3. INSTALL DUCT BANKS ONLY THROUGH CAST-IN OPENINGS OR
SPECIFICATIONS FOR CONNECTION REQUIREMENTS.

2. BOND DUCT BANK GROUND CABLE TO GROUND ROD. REFER TO THE LOAD RATING OF HATCH.

1. SEE THE MANHOLE AND HANDHOLE SCHEDULE FOR REQUIRED
TYP
EM103

PREFORMED CHANNEL
316 STAINLESS STEEL

ANCHORS

CONCRETE

HARDWARE

STAINLESS STEEL LENG
TH
A
S
R
EQU
IR
ED
EDG
E
D
IS
T
6"M
IN UON. 11/2"
6"

CONDUIT SUPPORT
S
TYP
S
EM104

FOR ELECTRICAL CONDUITS

CONDUIT FLOOR SUPPORT
# KEY NOTES:

DRAWINGS.

1. SIZE PREFORMED CHANNEL FOR CONDUITS INDICATED ON THE S
EM070 ENCASED CONDUITS AT MANHOLES OR

CONDUIT(S)

OUTSIDE OF

STRUCTURE

INSIDE OF

DUCTBANK)
1" (TYP AROUND

STIRRUPS
1 STRUCTURE

FITTING (TYP)

END BELL

CONDUCTOR

GROUNDING
2 4
3 EM001
S130
S180

REINFORCEMENT

LONGITUDINAL

TYP STRUCTURES - W/O WATERSTOP
TYP
TYP
TYP
# KEY NOTES:

REINFORCEMENT PER
REQUIRED. FOR CAST-IN-PLACE STRUCTURES, PROVIDE

4. PROVIDE ADDITIONAL REINFORCEMENT AROUND OPENING AS
ALTERNATE WITH TYPICAL REINFORCEMENT FOR 6" SPACING.

3. ADDITIONAL #4 x 12'-0" @ 12" ON ALL FOUR FACES OF ENCASEMENT.

HEIGHT IN INCHES.

SPACING IN INCHES = (H-4)/2 WHERE H = CONCRETE ENCASEMENT

2. FOR FIRST 12'-0" FROM INSIDE FACE OF STRUCTURE, STIRRUP CONDUCTOR.

MANHOLE. BOND GROUNDING FITTING TO DUCTBANK GROUNDING

1. PROVIDE GROUNDING FITTING FOR METALLIC CONDUITS ENTERING TYP
S
EM102 TRAPEZE SUPPORT
LENGTH

SUPPORT

CHANNEL

PREFORMED

AND DOUBLE NUT

SQUARE WASHER
(LENGTH AS REQUIRED)
3/8" THREADED ROD

REFER TO ATTACHMENT DETAIL

PREFORMED CHANNEL
GENERAL NOTES:

3. REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

2. PROVIDE SEISMIC BRACING PER THE SPECIFICATIONS.

INSTALLED.

SUPPORTS AS REQUIRED BY EQUIPMENT AND MATERIALS TO BE

1. PROVIDE NUMBER AND LENGTH OF PREFORMED CHANNEL

ENCASED CONDUITS

EXPOSED CONDUITS

WASHER OR HEX NUT

CONDUIT CAP

NYLON PULL ROPE

NUT TO PIPE CAP

WELD WASHER OR HEX
STEEL CONDUIT.

PVC COATED RIGID
STEEL COUPLING.

PVC COATED RIGID
TYP
S
EM105 SPARE CONDUIT DETAIL

WASHER OR HEX NUT

TIE PULL ROPE TO
CURB

OR HOUSEKEEPING

FINISHED FLOOR
GENERAL NOTES:

1. PROVIDE 2" MIN CLEAR BETWEEN ADJACENT CONDUITS

STEEL CONDUIT

PVC COATED RIGID

WITH THE CURB

COUPLING BOOT FLUSH

CUT PVC COATING
COATED CONDUITS.

EXTEND SPARE

CAN BE USED TO

SEALING LOCKNUT

RIGID STEEL

AND PVC COATED

MAY BE REMOVED

IN FUTURE, PLUG
PLUG.

BRASS CONDUIT
7 P
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-2023 11:14:07
AM
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1 LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE05
8660F1000TE05.dgn

ELECTRICAL
ggraham
179
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:43:20-07'00'

SET TOP OF MANHOLE FLUSH

AT PAVING OR SIDEWALKS,

FRAME AND MANHOLE COVER
36"Ø EMBEDDED TOP FLANGE

COATING

EXTERIOR

TIE - OFF
LADDER

SET TOP OF MANHOLE FLUSH

AND/OR RISERS AT PAVING OR SIDEWALKS

PRECAST GRADE RINGS
COVER

FRAME AND MANHOLE
36"Ø BOTTOM FLANGE

SUBGRADE

PREPARED

BASE MATERIAL
(LOCATIONS PER FABRICATOR)

PRECAST STRUCTURE JOINT

CHANNELS FOR CABLE RACKS

PREFORMED AND EMBEDDED

MANHOLE BASE

GROUND CABLE

BANK COPPER
#4/0 BARE DUCT
1/2"Ø TYPE 316 SST ROD
12" (TYP)
31/2"

BASE MATERIAL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
IRON

PULLING

COATING

EXTERIOR

AROUND)

AREAS (TYP

CABLE ROUTING
IRON

PULLING

GROUND ROD
3/4" x 10'-0"

REINFORCING BARS

TIE INTO TOP OF SLAB

SURROUNDING GRADE
MANHOLE 2" TO 4" ABOVE

AT EARTH, SET TOP OF
MAX
8"
TYP
S
EM062

PRECAST CONCRETE
ELECTRICAL MANHOLE:

B SECTION
-
C
-
D
-

SLOPE SLOPE
PANEL

KNOCKOUT

PREFORMED
ACCESS

MANHOLE
C
LR
M
IN
C
LR
M
IN

SLOPE SLOPE

SURROUNDING GRADE
MANHOLE 2" TO 4" ABOVE

AT EARTH, SET TOP OF
#5 @ 12" EW

CONCRETE

CLASS B

CLASS A OR
SUMP

CAST-IN
SUMP

CAST-IN
(ABOVE
)
ACC
ESS

CAST-IN SUMP
A

LADDER TIE - OFF

PLAN - LAYOUT
E
-
S
O
IL
18" 36"

DUCT BANK
24" MIN
W
ID
TH
LENGTH
18"
6"M
IN
2"C
LR
6"M
IN
12" MIN
4"M
IN
2'-0"M
IN

LADDER TIE-OFF
3'-0"M
IN
C
LR
(TYP
)
BANK
DUCT
BANK
DUCT
BANK
DUCT
ALTERNATE 1: SECTION

EXPOSED TOP SLAB
MAX
8"

BASE WITH SUMP OR BALLAST
C
ALTERNATE 2: SECTION
OVER
6" MIN
6" MIN
R = 2 1/2"
R = 2 1/2"
6" MIN
12" MIN
(TYP 4 SIDES)
(12"M
IN
)
B
-

TYP (TYP)
EM001
4 8
13 12
10 11
S055
CS124
1 10
2 3
9 5
4 5
6 13
7 9
TYP
EM070

DUCT BANKS)
(TYP AT
S055
GENERAL NOTES:

KEY NOTES:
14 TYP
TYP
TYP
#
CLAMPS PER TYPICAL DETAIL EM076.

5. RACK MEDIUM VOLTAGE CABLES USING PORCELAIN INSULATOR BANKS AND PENETRATIONS AT EACH MANHOLE.

4. SEE DRAWINGS FOR ORIENTATION, NUMBER, AND SIZE OF DUCT USING #4 AWG BARE COPPER CABLE.

3. BOND ALL METALLIC ITEMS INSIDE MANHOLE TO GROUND ROD HANDHOLE AND MANHOLE SCHEDULE.

2. PROVIDE MANHOLE ALTERNATES (TOP OR BASE) AS SHOWN IN THE ELECTRICAL HANDHOLE AND MANHOLE SCHEDULE.

1. PROVIDE MINIMUM INTERIOR DIMENSIONS AS SHOWN IN THE
H
E
IGH
T

15. SLOPE TO BE COMPLETED BY CONTRACTOR.

INTO CONCRETE SEE SECTION 16070 - HANGERS & SUPPORTS.

MAY NOT BE REQUIRED FOR PRODUCTS WHICH SECURE DIRECTLY

14. USE OF PREFORMED AND EMBEDDED CHANNELS FOR CABLE RACKS DETAIL E.

13. AT ONE SIDE OF MANHOLE ACCESS, PROVIDE LADDER TIE - OFF PER PLACING, FINISHING AND CURING REQUIREMENTS.

12. SEE SPECIFICATIONS FOR CAST-IN-PLACE CONCRETE FULL MIXING, COVER.

LOCATE SUMP OUTSIDE VERTICAL CORRIDOR BELOW MANHOLE

11. MINIMUM 12" DIAMETER SUMP WITH REMOVABLE SLOTTED COVER.

10. PROVIDE MIN 12" COMPACTED AGGREGATE BASE COURSE.

EACH DUCT BANK PENETRATION.

9. PROVIDE ONE PULLING IRON ON EACH WALL ABOVE OR BELOW PROOFING. LEAVE EXPOSED TOP SLAB UNCOATED.

8. COAT EXTERIOR WALLS OF MANHOLE WITH BITUMINOUS DAMP
BITUMINOUS DAMP PROOFING.

7. COAT EXTERIOR WALLS AND BURIED TOP SLAB OF MANHOLE WITH WALL AROUND MANHOLE.

PREFORMED KNOCKOUT PANELS. PROVIDE KNOCKOUTS ON EACH

6. INSTALL DUCT BANKS ONLY THROUGH BLOCKOUTS, WINDOWS OR SEE SPECIFICATIONS FOR CONNECTION REQUIREMENTS.

5. BOND DUCT BANK AND INTERIOR GROUND CABLE TO GROUND ROD.

CORRIDOR BELOW MANHOLE COVER.

SLOTTED COVER. LOCATE SUMP OUTSIDE VERTICAL ACCESS

4. MINIMUM 12" DIAMETER x MIN 2" DEEP SUMP WITH REMOVABLE AND MAXIMUM 24" ON CENTER AROUND PERIMETER OF MANHOLE.

3. SPACE EMBEDDED CHANNELS TO CLEAR DUCT BANK KNOCKOUTS D (ALTERNATE 2).

SUMP OR CONCRETE BALLAST TO RESIST FLOTATION, SEE SECTION

2. STANDARD MANHOLE BASE SHOWN. FOR MANHOLES WITH DEEPER (ALTERNATE 1).

FOR MANHOLES WITH EXPOSED TOP SLAB, SEE SECTION C

1. MANHOLE ACCESS FOR BURIED MANHOLE SHOWN IN SECTION B. 15 15
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-2023 12:58:29
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TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE06
8660F1000TE06.dgn

ELECTRICAL
ggraham
180
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:42:54-07'00'

CONDUIT
2"
DRAWINGS.

SEE STRUCTURAL
FOR CORE DRILLING.

DIRECTION REQUIRED

MIN SPACING IN EACH
REINFORCEMENT AT 12"
SLAB

CONCRETE
APPLICABLE.

HOUSEKEEPING CURB AS
EM107 OR EQUIPMENT
SLAB

CONDUIT
SLAB

CONDUIT
(TURNING)

CONDUIT
SLAB

CONDUIT

EPOXY GROUT

NON-SHRINK

FILL WITH

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®

S101
S101

S101
EM163
S
TYP

CORE DRILLED PENETRATION

CONCRETE WALL

CONDUIT

CONCRETE WALL
CLR
2" MIN

FILL WITH NON-SHRINK GROUT
(NOTE 3)
SEE STRUCTURAL DRAWINGS.

REQUIRED FOR CORE-DRILLING.

SPACING IN EACH DIRECTION
REINFORCEMENT AT 12" MIN
GENERAL NOTES:

REFER TO STRUCTURAL DRAWINGS.

REINFORCEMENT SPACING LESS THAN 2" IN EACH DIRECTION.

3. PROVIDE CAST-IN SLEEVE FOR PENETRATIONS IN WALLS WITH SURFACE PRIOR TO GROUTING.

2. APPLY EPOXY CEMENT BONDING AGENT OR ROUGHEN CONCRETE DRILLED OPENING AND REINFORCEMENT.

OF REINFORCEMENT. MAINTAIN MIN 2" CLEAR BETWEEN CORE

1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS

TYP

MIN CLR
GENERAL NOTES:

2. APPLY EPOXY CEMENT BONDING AGENT PRIOR TO GROUTING.

DRILLED OPENING AND REINFORCEMENT.

OF REINFORCEMENT. MAINTAIN MIN 2" CLEAR BETWEEN CORE

1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS EM139

CONCRETE SLAB

CORE DRILLED PENETRATION
S

AROUND)
(TYP ALL
MAX 1 1/2"
MIN 1"
TYP
KEY NOTES:

CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.

MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
PREVENT FLOTATION.

OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO

SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS
TYP
SEE DETAIL.

FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
PLACING CONCRETE.

MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE

WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE

1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.

NOTES:

EACH PAIR.

HORIZONTAL & VERTICAL SPACING SHOWN BETWEEN
4 WHERE MORE THAN 2 RUNS ARE STACKED, PROVIDE
3 2
1 3
1 1
2 MIN 1 1/2" CLEAR
MIN 2" CLEAR
MIN 1 1/2" CLEAR
TYP

REINFORCEMENT MAT

TOP STRUCTURAL

REINFORCEMENT MAT

BOTTOM STRUCTURAL
EM116
TYP
S

STACKED RUNS

EMBEDDED CONDUIT IN CONCRETE SLAB
KEY NOTES:

CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.

MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
AND BOTTOM REINFORCEMENT MATS.

CENTER LARGEST DIAMETER CONDUIT BETWEEN TOP
SEE DETAIL.

FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
PLACING CONCRETE.

MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE

WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE

1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.

NOTES:
4 3
4 3
2 1
1 1
2 MIN 1 1/2" CLEAR
MIN 1 1/2" CLEAR
TYP

REINFORCEMENT MAT

TOP STRUCTURAL

REINFORCEMENT MAT

BOTTOM STRUCTURAL
TYP
TYP
PREVENT FLOTATION.

OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO

SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS
EM115
TYP
S

SINGLE RUN

EMBEDDED CONDUIT IN CONCRETE SLAB
KEY NOTES:

PLACING CONCRETE.

MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE

WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE

1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.

NOTES:

SEE DETAIL.

FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.

MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
SAME HORIZONTAL PLAN.

THAN DIAMETER OF THE LARGER CONDUIT IN THE

SPACING BETWEEN PARALLEL CONDUITS NOT LESS

WHERE CONDUITS CROSS, PROVIDE MIN HORIZONTAL
& MAINTAIN CLEARANCE SHOWN.

SUPPORT CONDUITS AT CROSSING TO PREVENT SAG
EACH PAIR.

HORIZONTAL & VERTICAL SPACING SHOWN BETWEEN
6 WHERE MORE THAN 2 RUNS ARE STACKED, PROVIDE
5 3
2 4
3 1 4
3 5
2 1
1 TYP

REINFORCEMENT MAT

TOP STRUCTURAL

REINFORCEMENT MAT

BOTTOM STRUCTURAL
TYP
TYP
MIN 1 1/2" CLEAR
MIN 2" CLEAR
MIN 1 1/2" CLEAR
CONDUITS TO SUPPORTS & ANCHOR TO PREVENT FLOTATION.

OCM METAL BAR SUPPORT PRODUCT TYPE OR EQUAL. TIE

SUPPORT CONDUITS ON ADDED REINFORCEMENT BOLSTERS,
EM117 EMBEDDED CONDUIT IN CONCRETE SLAB

TYP CROSSING RUNS
S

AROUND)
(TYP ALL
MAX 1 1/2"
MIN 1"
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-2023 11:13:52
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE07
8660F1000TE07.dgn

ELECTRICAL
ggraham
181
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:44:02-07'00'

1'-4" SQ
3"
10"
1"(TYP)
3/8"
6"
4'-0" MAX
1'-6" SQ
3"
1 1/2" (TYP)
EM
B
ED
M
EN
T
2'-6"M
IN
4-#5
#3 @ 6"
GROUT
1" NON-SHRINK
BOLTS
ANCHOR 3/4 x 12 x 12
AL PL
5 SQ
GROUT
1" NON-SHRINK
AL 5 SQ x 0.250 WALL
3/8 AL PL
1/2" RADIUS (TYP)

ROUND CORNERS TO
1/4 AL PL

TYP DEVICE
5'-0"MAX
6'-6"MAX
5'MAX
4'-0" MAX
6"
6"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®

C POST BASE

B SECTION
5 2
AL CS6 x 4.03
ROUND CORNERS TO 1/2"
4'-6"MAX
CL

CONC ANCHORS
1" NON-SHRINK
GROUT

RADIUS (TYP)
#3 @ 6"
4 - #5
1/4
TO
C
ENTER
O
F
D
EV
IC
E
GROUT
1" NON-SHRINK

ANCHORS
EM
B
ED
M
EN
T
2'-6"M
IN
AL PL
5/8"

4. WEIGHT OF DEVICE(S) SHALL NOT EXCEED 100 POUNDS.

3. USE STAINLESS STEEL FASTENERS FOR MOUNTING DEVICES.

2. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE PER SPECIFICATIONS.

1. WHERE SEPARATE FOUNDATION IS REQUIRED, SEE SECTION B.

NOTES:

C
-

ELEVATION
-
A
B
-

SECTION
-
C
C
-

SECTION
EM201
S
TYP

DEVICE SUPPORT AND MOUNTING
CL
CL
CL
1/4
1/4
1/4
GENERAL NOTES:

4. WEIGHT OF DEVICE(S) SHALL NOT EXCEED 300 POUNDS.

3. USE STAINLESS STEEL FASTENERS FOR MOUNTING DEVICES.

SPECIFICATIONS.

2. COAT ALUMINUM SURFACES IN CONTACT W/ CONCRETE PER

1. USE ELEVATION B WHERE A SEPARATE FOUNDATION IS REQUIRED.

A
-

ELEVATION
-
C
C
-

SECTION
C
-
TYP
S
EM202 DEVICE SUPPORT AND MOUNTING
B
-

ELEVATION

CONDUIT
GROUT

NON-SHRINK

FILL WITH

3. PROVIDE 8" MINIMUM CENTER-TO-CENTER SPACING FOR CONDUITS.

AGENT IMMEDIATELY PRIOR TO GROUTING.

2. ROUGHEN SURFACE OF OPENING TO A 1/4" AMPLITUDE AND APPLY EPOXY CEMENT BONDING MAINTAIN MIN 2" CLEAR BETWEEN CORE DRILLED OPENING AND REINFORCEMENT.

1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS OF REINFORCEMENT.

NOTES:

CMU WALL
EM173
S
TYP

CORE HOLE PENETRATION

FULLY GROUTED CMU WALL
4 B
-
TYP
EM211 OUTDOOR EQUIPMENT MOUNTING STAND
S
# KEY NOTES:

JUNCTION BOXES.

5. OPTIONAL HORIZONTAL SUPPORTS AND AVAILABLE SPACE FOR PREFORMED CHANNEL.

ENCLOSURES THAT CAN BE MOUNTED DIRECTLY TO THE

4. PROVIDE ADDITIONAL PREFORMED CHANNEL SUPPORTS FOR
THE MOUNTING BOARD SHALL BE DESIGNED BY THE CONTRACTOR.

DIRECTLY TO PREFORMED CHANNEL. EQUIPMENT ANCHORAGE TO
WEIGHING LESS THAN 20 POUNDS THAT CANNOT BE MOUNTED

3. PROVIDE A MOUNTING BOARD FOR INSTRUMENTS AND DEVICES ENCLOSURES IS 1'-6".

2. MAXIMUM OFFSET TO THE CENTERLINE OF EQUIPMENT OR
SPACED VERTICAL SUPPORTS AT 4 FOOT MAXIMUM SPACING.

1. FOR MOUNTING STANDS WIDER THAN 4 FEET PROVIDE EQUALLY GENERAL NOTES:

PREFORMED SINGLE CHANNELS.

CHANNELS. HORIZONTAL SUPPORTS SHALL CONSIST OF

5. VERTICAL SUPPORTS SHALL CONSIST OF PREFORMED DOUBLE
SPECIFICATIONS.

METALS, ISOLATE DISSIMILAR METALS AS SPECIFIED IN THE

4. WHERE CONCRETE ANCHORS COME IN CONTACT WITH DISSIMILAR

3. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

SUPPORT.

BOARDS SHALL NOT EXCEED 12 SQUARE FEET PER VERTICAL

2. THE TOTAL SURFACE AREA OF ALL EQUIPMENT AND MOUNTING DESIGN CALCULATION SUBMITTAL REQUIREMENTS.

LIMITATIONS IN THIS DETAIL. REFER TO THE SPECIFICATIONS FOR

EXCEEDS THE SPECIFIED DESIGN CRITERIA OR DIMENSIONAL

SUBMIT DESIGN CALCULATIONS FOR EACH INSTALLATION THAT
- MAXIMUM EQUIPMENT LOAD OF 100 LBS PER VERTICAL SUPPORT - RISK CATEGORY: III AND IV
- SEISMIC DESIGN CATEGORY: A THROUGH D
- NON -SPECIAL WIND REGIONS
- WIND EXPOSURE CATEGORY: C
120 MPH
- BASIC WIND SPEED (3 SECOND GUST. 33 FEET ABOVE GROUND) :

CHANNEL
- STAINLESS STEEL OR HOT-DIPPED GALVANIZED PREFORMED
FOLLOWING DESIGN CRITERIA.

1. AS SHOWN, THE MOUNTING STAND IS SUITABLE FOR THE
C
-
3-1/4"

CHANNEL

PREFORMED

PLATE (TYP)
3-HOLE CORNER

PLATE (TYP)
4-HOLE TEE

SUPPORT (TYP)

VERTICAL

SUPPORT (TYP)

HORIZONTAL
3 1/2" MIN
3 BOARD

MOUNTING
1 1'-0
"
M
IN

GROUT (TYP)
1" NON-SHRINK

AROUND)
(TYP ALL
MAX 1 1/2"
MIN 1"

CHANNEL MOUNTING

POST BASE FOR DOUBLE

PREFORMED CHANNEL
(TYP)
W/ 5" MIN EMBED.

CONCRETE ANCHOR
1/2" DIAMETER
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-2023 11:14:22
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE08
8660F1000TE08.dgn
ggraham
ELECTRICAL 182
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:43:45-07'00'

FASTENER
SST 1/2"
FRAME

BUILDING STEEL
SIDING

BUILDING METAL

PLYWOOD

CEILING

DISCONNECT

JUNCTION BOX

POWER OUT

POWER IN/

CHANNEL

PREFORMED

CONDUIT

CHANNEL

PREFORMED

ANCHORS
WOOD
JOIST

CEILING

DRYWALL

CEILING

CONDUIT CLAMP

CONDUIT

CHANNEL

PREFORMED

ANCHORS
WOOD
JOIST

CEILING

DRYWALL

CEILING

CONDUIT CLAMP

PLYWOOD

CEILING
18"
18"
6"
3"

EXPANSION FITTING

JOINT FILLER

COMPRESSIBLE
ALL AROUND.

FROM BUILDING. 1" CHAMFER

CONCRETE SLOPED AWAY

LB CONDUIT FITTING

OR FOUNDATION

FOOTING
SHOWN ON PLANS.

CONCRETE ENCASEMENT WHERE

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
6"
6"

EQUIPMENT
TO
SOURCE

TO POWER

CONTROL
1 1
WALL UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

1. ALL SWITCHES AND RECEPTACLES SHALL BE EMBEDDED IN THE NOTES:
(OFFICE AREAS)

RECEPTACLE

NETWORK JACK AND
(OFFICE AREAS)

INDIVIDUAL RECEPTACLE
FLOOR

FINISHED

DOOR FRAME TRIM

OF STROBE
7'-0" TO BOTTOM
FIRE

CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND

RECEPTACLE

VERTICALLY WITH SWITCH

THERMOSTAT, ALIGN

CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND

NETWORK JACK
12" MAX
4'-0" TO TOP

OF PLATES

HORN/STROBE

FIRE ALARM

STATION (WHERE REQUIRED)

FIRE ALARM MANUAL PULL

LIGHT SWITCH
EM725 OUTLET BOX MOUNTING
TYP
S
KEY NOTES:

KELLEMS GRIP

EQUIPMENT CABLE

JUNCTION BOX
CABLE TO FIELD WIRING.

TRANSITION FROM THE EQUIPMENT

PROVIDE TERMINAL STRIPS TO
DETAILS.

CONDUIT AND CABLE SCHEDULE FOR

REFER TO THE ELECTRICAL DRAWINGS,
POWER AND CONTROL CONDUITS.

FOR NEMA TYPE.
3 REFER TO SPECIFICATIONS AND PLANS
3 2
1 1
2 2
TYP
S
EM315 SUBMERSIBLE EQUIPMENT

CABLE CONNECTION DETAIL
GENERAL NOTES:

KEY NOTES:

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS. #

ABOVE GRADE
EM219 CONDUIT PENETRATION
TYP
2 1
EXPANSION FITTING.

2. DO NOT ATTACH THE CONDUIT TO THE BUILDING BEFORE THE BEFORE INSTALLATION.

MANUFACTURER. SUBMIT TO ENGINEER OF RECORD FOR REVIEW

SHALL INCLUDE CAULKING AND PLATE AS RECOMMENDED BY
WEATHERTIGHT SEAL AROUND THE CONDUIT PENETRATION. SEAL

1. CONTRACTOR SHALL PROVIDE A WATERPROOF AND
TYP
S
EM221 DISCONNECT CONDUIT INSTALLATION
#
GENERAL NOTES:

KEY NOTES:

1. CONDUIT AND ENCLOSURE REQUIREMENTS AS SPECIFIED.

QUANTITY.

3. REFER TO CONDUIT SCHEDULE FOR CONDUIT SIZE, WIRE SIZE AND

2. SIZE CONDUIT IN ACCORDANCE WITH THE NEC.

1. CONDUIT IS NOT INCLUDED IN THE CONDUIT SCHEDULE.

GRADE
#4/0 S.D.B.C.

CONTINUOUS LENGTH

ANTENNA MAST ONE

STEEL PIPE FOR

HEAVY WALL STAINLESS
TYP

ANTENNA
EG201

WEATHER GUARD CAP
BANDING (5' ON CENTER)

STAINLESS STEEL
ANTENNA MAST WITH 3/4"
SECURE 1" CONDUIT TO
MIN. 6" ALONG THE PIPE MID RUN.

THE STRUCTURE EDGE, AND
DISTANCED FOR MIN. 3' NEAR

ATTACHMENTS SHALL BE
STRUCTURE. PIPE SUPPORTING

SECURE ANTENNA MAST ON
CABLE.

CONDUIT AND ANTENNA

BOOT TO SEAL AROUND

HEAT SHRINK RUBBER
1 2
DETAILS AND NOTES.

AND STRAP CLAMPS. REFER TO PLAN DRAWINGS FOR ATTACHMENT

2. SUPPORT STEEL PIPE ON STRUCTURE WITH PREFORMED CHANNEL

1. TO FIELD MOUNTED JUNCTION BOX.

KEYNOTE:

STRUCTURE
TYP
EM903
J 11/24/2021

ATTACHMENT TO STEEL FRAMING WALL
SIZE PREFORMED CHANNEL FOR CONDUITS INDICATED ON THE DRAWINGS.

KEY NOTES:
1 SINGLE JOIST

PARALLEL JOISTS
TYP
EM901

FOR ELECTRICAL CONDUITS

CONDUIT SUPPORT ABOVE CEILING JOIST
J 11/24/2021
TYP
EM902
J 11/24/2021

MOUNTING DETAIL

ANTENNA MAST
1 2
3 3
3 P
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-2023 11:16:26
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C
arollo_S
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SAVED
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
CE
JGB
00TE09
8660F1000TE09.dgn
ggraham
ELECTRICAL 183
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:42:39-07'00'

CONDUIT "LL"

HAND RAIL

MOUNTING STAND

SENSOR CABLE
WEIR
D

ASSEMBLY

SWING MOUNTED

FLOW TRANSMITTER

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 22911
J
NA901
TYP
03/8/2023

PIPE MOUNTING STAND - WEIR LEVEL PROBE
L
C

FLOW SWITCH

THERMAL

FLOW STREAM

EXTEND TO CENTER OF

SENSING ELEMENTS TO
PROCESS CONNECTION.

PROVIDE 3/4" NPT FEMALE

FLEXIBLE CONDUIT
TYP
S
NF111 THERMAL FLOW SWITCH MOUNTING DETAIL

STRAIN RELIEF

HIGH ALARM FLOAT

PUMP-ON FLOAT

PUMP-ON FLOAT
ANCHOR

PVC COATED
TYP
S
NL108 LEVEL FLOAT WITH CHAIN

FLOAT CLAMP (TYP)

PUMP OFF FLOAT

1. NUMBER OF FLOATS AS SHOWN ON DRAWINGS.

NOTES:

PVC COATED CHAIN

CARABINER
CHAIN

PIPE CAP

STRAIN RELIEF

PIPE CAP
LEVEL

HANGING POSITION HIGH

FLOAT SHOWN IN FREE
ANCHOR

APPROVED STRAP AND

SECURE PIPE TO WALL WITH
WALL EVERY 36"

SECURE PIPE TO
(TYP)
EVERY 36"

CABLE TIE
TYP
S
NL101 FLOAT SWITCH INSTALLATION
1-#8 XHHW-2

GROUND TERMINAL

TRANSMITTER

FLEXIBLE CONDUIT
1-#8 XHHW-2

POWER CONDUIT

SIGNAL CONDUIT

GROUND RINGS
4 2
4 3
1 3
2 1
TYP
S
NF136

GROUNDING DETAIL

INTEGRAL MAGNETIC FLOWMETER
KEY NOTES:
5 5
METER
P
IPE
5 CONNECT TRANSMITTER GROUND TERMINAL TO GROUND RINGS.

CONNECT METER BODY TO EARTH GROUND POTENTIAL.

MAGMETER.

EQUALIZE POTENTIAL VIA GROUND RINGS BETWEEN FLUID AND
5 PROVIDE BONDING JUMPER ON CONDUCTIVE PIPES.

EARTH GROUND AND TRANSMITTER GROUND TERMINAL.

CONTRACTOR SHALL VERIFY ZERO POTENTIAL BETWEEN FLOW TUBE,

POSITION PUMP OFF FLOAT

SUBMERGED (OPERATED)

CONCRETE BOTTOM

SOCKET OR ROD IN

PUMP-ON FLOAT

HIGH ALARM FLOAT

PUMP-OFF FLOAT

STRAIN RELIEF

CABLE TIE (TYP)
TYP
S
NL100 FLOAT SWITCH INSTALLATION
GENERAL NOTES:

2. FLOATS SHOWN IN FREE HANGING POSITION.

P&IDS.

1. NUMBER OF FLOATS SHALL BE AS SHOWN ON SCHEMATICS AND

SAMPLE LINE
DRAIN

REAGENT
TYP
R
NA090 SAMPLE PANEL PLUMBING DETAIL
# KEY NOTES:
1 3 2
1 4
DRAIN

PROCESS
4 ALARM 2
ALARM 1
SYSTEM
ALARM

ANALYZER

CHEMISTRY

TYPICAL WET
7 5. PROVIDE GLOBE VALVE FOR FLOW CONTROL.

4. PROVIDE AIR GAPS FOR ALL DRAINS.

3. MINIMIZE SAMPLE LINE LENGTH TO KEEP SAMPLE FLOW LAG TO A MINIMUM.

INSTRUMENT.

2. PROVIDE ISOLATION VALVE AND ROTAMETER WITH FLOW CONTROL FOR EACH EXCEEDING 40 PSI.

1. PRESSURE CONTROL VALVE AND GAUGE ARE REQUIRED AT PRESSURE 11/9/2022
TYP
S
NF130
#
GENERAL NOTES:

KEY NOTES:

THE MECHANICAL DRAWINGS FOR INSTALLATION.

4. FOR METERS SPECIFIED WITH ZERO DIAMETER FEATURE, REFER TO

3. MOUNT METER SO THAT IT REMAINS FULLY FLOODED.

OPPOSITE SEQUENCE.

2. ALWAYS TIGHTEN FLANGE BOLTS UNIFORMLY AND IN DIAGONALLY OR DAMAGE THE LINE.

OVERTIGHTENING THE FASTENERS WILL DEFORM SEALING FACES
SETTINGS. DO NOT OVER-TORQUE FLANGE BOLTS.

1. FOLLOW MANUFACTURER'S RECOMMENDED MAXIMUM TORQUE
THE METER.

DIAMETERS UPSTREAM AND 3 PIPE DIAMETERS DOWNSTREAM OF

2. INSTALL METER SUCH THAT THERE ARE NO PIPE BENDS FOR 5 PIPE SHALL BE INSTALLED AT THE METER HOUSING.

1. PIPE SUPPORTS BY MECHANICAL CONTRACTOR. NO SUPPORTS

MAGNETIC FLOWMETER MOUNTING DETAIL
1 2 2
FLOW
NOTES:

HORIZONTAL PIPE AS INDICATED ON THE PLAN DRAWINGS.

1. MOUNT THE SWIVEL / PIVOT / PIPE CLAMP ASSEMBLY TO A GUARDRAIL OR P
lotD
ate: 06-APR
-2023 11:13:11
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1 LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

CE
CE

TYPICAL
8660F10
crollins
00TN01
8660F1000TN01.dgn

TYPICAL DETAILS
BAL
INSTRUMENTATION 184

TRANSMITTER

DIFFERENTIAL PRESSURE

MANIFOLD
5-VALVE COPLANAR

SEAMLESS TUBING

ONE-PIECE,
TWO 1/2" DIAMETER

LOW PRESSURE TAP

CONTRACT DOCUMENTS

AS REQUIRED BY THE
2" PROCESS CONNECTION OR

HIGH PRESSURE TAP

CONTRACT DOCUMENTS

AS REQUIRED BY THE
2" PROCESS CONNECTION OR

DOCUMENTS (TYP)

REQUIRED BY THE CONTRACT
2" FULL-PORT BALL VALVE OR AS
5 FT.

LINK SEAL

RADAR HORN
SS316 STEEL ANGLE

CONDUIT

CONDUIT CLAMP

FLEXIBLE CONDUIT

INTEGRAL TRANSMITTER
FLANGE

LCD DISPLAY

SPOOL PIECE

ANTENNA EXTENSION

RECOMMENDED

MANUFACTURER'S

SPOOL PIECE

GROUT AROUND
FLANGE

SPOOL PIECE

TO ACCOMMODATE

CORE DRILL CONCRETE

PLUG VALVE

BALL OR

BALL OR PLUG VALVE

DIAPHRAGM SEAL
PLUG

BALL OR PLUG VALVE

PLUG VALVE

BALL OR

DIAPHRAGM SEAL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES