Ukiah City Council
June 21, 2023

120
121 122
123
124
125
126
127
128
129
130 131
132
133
134
135
137 136 138
139
140
141 142
143
144
145
146
147
148
149 150
151
152
153
154
155
156
157
158
159
160 161
162
163
164
165
166 167 168
169
170
171
172
173
174
175
176
177
178
179
2519
2520
2521
2556
2557
2559
6069
6127

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

BENCHMARK INFORMATION
HPGN- D CA 01 CG
THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 9 MI (14.5 KM) NORTH OF HOPLAND AND ABOUT 4 MI (6.4 KM) SOUTH OF UKIAH. TO REACH THE STATION FROM THE COUNTY

COURTHOUSE AT THE CORNER OF NORTH STATE STREET AND PERKINS STREET IN UKIAH, GO EAST ON PERKINS STREET FOR 0.52 MI (0.84 KM) TO THE SOUTHBOUND ENTRANCE TO HIGHWAY 101. GO SOUTH ON THE ON RAMP AND ALONG HIGHWAY 101 FOR 3.74 MI (6.02 KM) TO THE COX-SCHRADER ROAD EXIT TO THE RIGHT. PROCEED ALONG THE OFF RAMP FOR 0.14 MI (0.23 KM) TO THE SOUTH SIDE
OF ROBINSON OVERCROSSING(BRIDGE NO. 10-86) AND THE STATION ON THE LEFT AT POST MILE 20.70. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 43 FT (13.1 M) SOUTHWEST OF THE WEST END OF THE SOUTH RAIL OF THE OVERCROSSING, 40 FT (12.2 M) SOUTH OF THE EXTENDED CENTERLINE OF THE BRIDGE, 15 FT (4.6 M) EAST OF THE CENTERLINE OF THE RAMP, 12.6 FT (3.8 M) SOUTH OF A FREEWAY ENTRANCE SIGN, 3.7 FT (1.1 M) EAST OF THE BACK OF THE EAST RAMP CURB AND 3.0 FT (0.9 M) NORTHEAST OF A WITNESS

HPGN- UKIAH AIRPORT RESET

THE STATION IS LOCATED AT THE NORTH END OF UKIAH MUNI AIRPORT NEAR THE RUNWAY END OF 15. THE STATION IS 141.8 FT (43.2 M) EAST OF THE AIRPORT PERIMETER FENCE, 93.8 FT (28.6 M) NORTHWEST OF RM NO 3, 88.6 FT (27.0 M) WEST OF THE WESTERLY EDGE OF THE TAXIWAY, 2.0 FT (0.6 M) EAST OF A 4 INCH X 4 INCH WOODEN WITNESS POST, AND 2.9 FT (0.9 M) WEST OF A 4 INCH X 4 INCH WOODEN WITNESS POST. THE STATION IS USCGS TRIANGULATION DISK SET IN THE TOP OF A SQUARE 10 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND STAMPED UKIAH AIRPORT 1949 1963.

NOTES:

1. BEARINGS AND DISTANCES ARE IN GRID.

2. HORIZONTAL DATUM-BETWEEN FOUND HPGN POINTS DESIGNATED AS UKIAH AIRPORT RESET AND HPGN D CA 01 CG. USE COMBINED SCALE FACTOR 0.99988998 WITH EPOCH DATE 2007.00. USE RECIPROCAL 1.000110032 TO ACHIEVE GROUND DISTANCES.

3. VERTICAL DATUM BASED ON NGS BENCH MARK DESIGNATES AS UKIAH RESET NAVD 1988=622.50.
0 200' 400' 800'
SCALE: 1" = 400'
PROJECT NO.

LAST SAVED BY:

FILE NAME:

RAF
BWH
JM
00G05
5 GENERAL

KEY MAP AND SURVEY CONTROL
8660F1000G05.dwg
JDiDonato
8660F10
4/7/2023 9:18:48 AM Plot Date:

BRUSH ST
ORR ST

MAZZONI ST

STATE ST
OAK ST
ELM ST

PINE ST

PINE ST

BUSH ST

ARLINGTON DR

BUSH ST

HAZEL AVE

JACKSON AVE

MAPLE AVE

LIVE OAK AVE

CYPRESS AVE

LIVE OAK AVE

PARK WEST BLVD

PARK BLVD

DORA AVE

GROVE AVE

WALNUT AVE

MAPLE AVE

DESPINA DR

LOW GAP RD
99C01
99C03 99C02
99C04
99C05
99C06
99C07
99C08 99C09
99C11
99C10
99C12
99C13

NW PACIFIC RR
HWY 101

LOCKWOOD DR
99C14
99C15
99C16
99C17
99C18
99C01
99C02
99C04

COORDINATE CONTROL POINTS
POINT
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146

NORTHING
2186273.10
2186604.62
2186614.67
2186249.07
2186329.69
2186286.37
2186306.03
2186262.01
2186311.62
2183327.36
2183716.20
2183694.79
2184068.01
2184477.78
2184572.39
2183962.57
2185102.81
2185149.26
2185135.90
2185773.44
2186640.16
2184256.33
2184282.15
2184130.30
2184340.66
2184883.23
2185455.14

EASTING
6222121.03
6222286.89
6223021.90
6223015.03
6221748.07
6221243.05
6220346.09
6219806.65
6219323.79
6215308.64
6215652.09
6216322.36
6215978.88
6215680.93
6215178.59
6215258.81
6215665.34
6215417.92
6215495.28
6215540.54
6215142.70
6217140.87
6217278.95
6216661.28
6217769.55
6217714.30
6217581.19

ELEVATION
599.64
599.97
600.50
598.84
602.82
604.44
610.66
613.91
612.71
712.37
702.50
686.74
692.43
692.61
697.58
706.54
682.28
678.24
677.28
675.16
652.07
660.55
652.58
675.77
635.81
630.93
633.86

DESCRIPTION
CP 120 60D
CP 121 60D
CP 122 60D
CP 123 60D
CP 124 60D
CP 125 PKF
CP 126 PKW
CP 127 60D
CP 128 PKW
CP 129 60D
CP 130 PKW
CP 131 PKW
CP 132 PKW
CP 133 PKW
CP 134 60D
CP 135 60D
CP 136 PKW
CP 137 PKW
CP 138 PKF AP
CP 139 60D
CP 140 PKW
TIE CP 141 FPKW
CP 142 PKW
CP 143 PKW
CP 144 PKW
CP 145 PKW
CP 146 PKW

COORDINATE CONTROL POINTS
POINT
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173

NORTHING
2185582.70
2186205.83
2186015.29
2185990.55
2186522.64
2186576.02
2186779.83
2186907.70
2187071.49
2187199.12
2187452.61
2187953.07
2186997.49
2187492.33
2187513.35
2187383.52
2186866.10
2186352.24
2185785.25
2186268.81
2186293.09
2186261.10
2186320.92
2185766.95
2185581.81
2185909.00
2186001.86

EASTING
6216735.01
6216178.85
6216868.82
6217508.22
6217361.06
6217062.14
6216555.70
6216072.56
6215691.59
6215265.36
6215294.34
6215276.17
6217328.08
6217237.81
6217579.43
6217575.79
6217708.31
6217715.66
6217835.64
6218015.44
6218348.60
6218847.50
6221769.30
6217021.76
6216402.66
6216572.62
6216102.39

ELEVATION
637.69
642.98
641.52
643.03
651.77
651.10
654.25
665.99
669.30
672.19
682.06
687.26
654.88
656.12
652.19
653.35
651.24
649.37
643.75
645.15
642.47
633.25
603.48
636.16
640.94
638.64
642.29

DESCRIPTION
CP 147 PKW
CP 148 PKW
CP 149 60D
CP 150 PKW
CP 151 PKW
CP 152 PKW
CP 153 PKW
CP 154 PKW
CP 155 PKW
CP 156 PKW
CP 157 PKW
CP 158 PKW
CP 159 PKW
CP 160 PKW
CP 161 PKW
CP 162 PKW
CP 163 PKWF
CP 164 PKW
CP 165 PKW
CP 166 PKW
CP 167 PKW
CP 168 60D
CP 169 PKWF
CP 170 60D
CP 171 60D
CP 172 60D
CP 173 60D

COORDINATE CONTROL POINTS
POINT
174
175
176
177
178
179
2519
2520
2521
2556
2557
2559
6069
6127

NORTHING
2186332.40
2186550.16
2186158.94
2186240.06
2186177.67
2186440.43
2184458.25
2185482.63
2185905.30
2186364.23
2186795.27
2186701.16
2185810.49
2185853.44

EASTING
6215393.80
6221800.38
6221865.69
6221917.16
6221994.34
6221969.32
6223436.69
6223449.79
6223282.95
6222029.71
6221946.48
6221928.30
6217362.82
6217482.31

ELEVATION
648.18
602.92
604.16
604.76
605.85
607.84
596.52
598.36
598.88
600.72
601.43
604.87
639.90
639.56

DESCRIPTION
CP 174 60D
CP 175 60D
CP 176 60D
CP 177 60D
CP 178 60D
CP 179 PKW
SET 1/2" IP
SET 1/2
SET 1/2
60d N&S_SET
HIGHWAY MONUMENT_FOUND
HPGN
111
109
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:19:58-07'00'

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 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
P
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ate: 07-APR
-2023 12:07:31
PM
U
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Model:

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PROJECT NO. FILE NAME:
6 GENERAL
8660F10

RECYCLED WATER SERVICE

SCHEDULE
CA
CE
JM
8660F1000G06.dgn
00G06
JG
arretty

METER ID

SERVICE LINE

SIZE (INCHES)

METER SIZE
(INCHES)

CUSTOMER APN STATION
METER BOX 1 METER BOX 2 METER BOX 3
TYP. SIZE LID LABEL TYP. SIZE LID LABEL TYP. SIZE LID LABEL 401 2.0 2 Vinewood Park 145001 B24+13 2.0'' METER 2.0'' PRV & Check - N/A 402 2.0 2 Frank Zeek Elementary School 143026, 102066 B19+70 2.0'' METER 2.0'' PRV & Check - N/A 403 3.0 2 Russian River Cemetery 102050, 102049 A70+68 2.0'' METER 2.0'' PRV & Check - N/A 404 8.0 4 Russian River Cemetery 102063 A87+86 4.0'' STRAINER 4.0'' METER 4.0'' PRV / Check 405 8.0 4 Ukiah High School 102061, 102060, 102074 A89+50 4.0'' STRAINER 4.0'' METER 4.0'' PRV / Check 406 3.0 2 Pomolita Middle School 108111 C16+50 2.0'' METER 2.0'' PRV & Check - N/A 407 3.0 3 Pomolita Middle School 105011, 108105 C24+80 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 408 6.0 3 City Golf Course (B9) 102078 C39+30 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 409 6.0 3 City Golf Course (B9) 102078 C46+35 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 410 6.0 4 City Golf Course (F9) 103001, 109001 C57+00 4.0'' STRAINER 4.0'' METER 4.0'' PRV / Check 411 3.0 3 Todd Grove Park 109002, 114101 C57+30 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 412 3.0 2 Anton Stadium (City Park) 113028, 116005, 117101 C68+68 2.0'' METER 2.0'' PRV & Check - N/A 413 1.5 1.5 Anton Stadium (City Park) 116005 C70+40 1.5'' METER 1.5'' PRV & Check - N/A Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:20:15-07'00'

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 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
P
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ate: 06-APR
-2023 10:24:06
AM
U
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Model:

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C
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00G07
LA
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SAVED
B
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PROJECT NO. FILE NAME:

EY
JBB
7 GENERAL
8660F10 8660F1000G07.dgn

DESIGN CRITERIA PIPE SERVICE ABBREVIATIONS PROCESS AREA NUMBERS

DESIGN CRITERIA, PIPE SERVICE ABBREVIATIONS

AND PROCESS AREA NUMBERS

UNITS VALUE

RECYCLED WATER PUMP STATION
QUANTITY EA 4
DUTY - 3 DUTY + 1 STANDBY

TYPE OF PUMPS - SPLIT CASE CENTRIFUGAL
CAPACITY, EA GPM 1,000
TOTAL DYNAMIC HEAD FT 240

DRIVER TYPE - VFD
MOTOR HORSEPOWER, EA HP 100

RECYCLED WATER STORAGE TANK
TOTAL CAPACITY MG 1.5
DIAMETER FT 120
FLOOR ELEVATION FT 595.08
TOP OPERATIONAL WATER LEVEL FT 620.00
OVERFLOW LEVEL FT 620.00

RECYCLED WATER PIPELINES
RESIDUAL PRESSURE AT SERVICE PSI 50

WASTEWATER TREATMENT PLANT FLOW CONDITIONS
AVERAGE DRY WEATHER (ADWF) MGD 3.01
PEAK WEEK DRY WEATHER (PWDWF) MGD 3.40
AVERAGE WET WEATHER (AWWF) MGD 6.89
PEAK WEEK WET WEATHER (PWWWF) MGD 15.8
PEAK HOUR WET WEATHER (PHWWF) MGD 24.5

COAGULANT FEED SYSTEM

COAGULANT - FERRIC CHLORIDE
CONCENTRATION % BY WT 40

PUMP TYPE - DIAPHRAGM
QUANTITY (EXISTING/NEW) EA 2 / 1
CAPACITY, EA GPH 34.2 (E) / 20.4 (E) / 20.4 (N)
MINIMUM DOSAGE mg/L 20
MAXIMUM DOSAGE mg/L 50
MOTOR HORSEPOWER, EA HP 0.5 (E) / 0.5 (E) / 0.5 (N)

ADVANCED WATER TREATMENT (AWT) CLARIFIER/FILTER SYSTEM

AWT CLARIFIER/FILTER UNITS
QUANTITY (EXISTING) EA 4
MINIMUM CAPACITY, EA MGD 1.2
MAXIMUM CAPACITY, EA MGD 2
LENGTH FT 40
WIDTH FT 12
HEIGHT FT 10

CLARIFIER
MINIMUM LOADING, EA GPM/SF 6
MAXIMUM LOADING, EA GPM/SF 10
MEDIA DEPTH IN 48
MEDIA EFFECTIVE SIZE MM 1.5-3
AVERAGE RUN TIME HRS 4
FILTER
MINIMUM LOADING, EA GPM/SF 3
MAXIMUM LOADING, EA GPM/SF 5
MEDIA DEPTH IN 30
BACKWASH GPM/SF 15

AIR WASH BLOWERS

TYPE - POSITIVE DISPLACEMENT
QUANTITY (NEW) EA 3
CAPACITY, EA SCFM 447
MOTOR HORSEPOWER, EA HP 20

PRODUCTION AUGMENTATION UNIT (PAU)
QUANTITY EA 1
CAPACITY, EA MG 5

CAROUSEL PUMP STATION

PUMP TYPE - VERTICAL TURBINE
QUANTITY (EXISTING/NEW) EA 2 / 1
CAPACITY, EA GPM 4000
MOTOR HORSEPOWER, EA HP 40

PAU PUMP STATION

PUMP TYPE - VERTICAL TURBINE
QUANTITY (NEW) EA 1
CAPACITY, EA GPM 1750
MOTOR HORSEPOWER, EA HP 20

PROCESS STREAMS
1W POTABLE WATER
2W NON-POTABLE CITY WATER
3W NO. 3 SPRAY WATER

AA AERATION AIR/AIR WASH

BA BACKWASH AIR

BW BACKWASH WATER

CCI CHLORINE LIQUID

COAG COAGULANT

CLS CHLORINE SOLUTION

CS CIRCULATING SLUDGE

CSO CAUSTIC SODA

D DRAIN

DS DIGESTED SLUDGE

DW DOMESTIC CITY WATER

F FLOAT

FC FERRIC CHLORIDE

FE FINAL EFFLUENT

FM FORCE MAIN

FW FILTERED WATER

HOCL SODIUM HYPOCHLORITE

IA INSTRUMENT AIR

LSG LOW PRESSURE SLUDGE GAS

OF OVERFLOW

PE PRIMARY EFFLUENT

POLY POLYMER

RCW RECLAIMED WATER

RW RECYCLED WATER

SA SERVICE AIR

SBIS SODIUM BISULFITE

SAM SAMPLE

SE SECONDARY EFFLUENT

SH SODIUM HYDROXIDE

SL SLUDGE

STD STORM DRAIN

SW SURFACE WASH

TD TANK DRAIN

THS THICKENED SLUDGE
V VENT

W WATER

WW WASH WATER

AREA DESCRIPTION
00 GENERAL
00 TYPICAL DETAILS
00 SYMBOLS AND ABBREVIATIONS
01 SITE PLAN
02 ELECTRICAL DUCTBANK SECTIONS
02 I&C CONTROL PANELS & NETWORK RACKS
03 ELECTRICAL ONE-LINE DIAGRAMS
03 I&C SCADA BLOCK DIAGRAMS
04 ELECTRICAL SCHEDULES
04 I&C BLOCK DIAGRAMS
05 ELECTRICAL MISC. SCHEDULES
05 I&C FIBER PINOUTS
05 TITLE 24 COMPLIANCE SHEETS
06 I&C CONTROL SCHEMATICS
09 I&C TABLES
60 DECHLORINATION STRUCTURE
75 DIGESTER
80 FILTER FEED PUMP STATION
85 ADVANCED WASTEWATER TREATMENT (AWT)
85 AWT CLARIFIER/FILTER UNITS
87 BACKWASH PUMP STATION
89 CAROUSEL PUMP STATION
91 PAU PUMP STATION
91 PLAN AND PROFILE FOR PAU PIPING
99 METER AND CONTROL VALVE
99 ELECTRICAL BUILDING
99 PLAN AND PROFILE ALIGNMENTS A, B, C
99 RECYCLED WATER PUMP STATION
99 RECYCLED WATER DISTRIBUTION TANK
eparker
JD
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:50:30-04'00'

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 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
P
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ate: 06-APR
-2023 10:23:40
AM
U
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Model:

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00G08
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SAVED
B
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PROJECT NO. FILE NAME:

EY
JBB
8 GENERAL
8660F10 8660F1000G08.dgn
PUMPS (3)

HYPOCHLORITE
SODIUM

FILTERS
HOCL
TANKS (2)

STORAGE

HYPOCHLORITE
SODIUM
RCW
SEGMENT 1
PIPECONTACTOR

CHLORINE
SEGMENT 2
PIPECONTACTOR

CHLORINE
HO
C
L
PE
M
SE
FE
FC

STORAGE

CHLORIDE
FERRIC
TOTE

POLYMER
W W
NC
FE
NO
PONDS

EVAPORATION/PERCOLATION

FACILITY

DECHLORINATION
SE

TO RUSSIAN RIVER
NO
STORAGE (2)

RECLAIMED WATER
RCW
(2)

STORAGE
FILTER
RCW
BW
FE
PUMPS (2)

BACKWASH

STATION

BACKWASH PUMPING
HOCL
(2)
BASINS

CHLORINE CONTACT
W W
FEED PUMP (2)

BISULFITE
SODIUM
W W
WW
TANKS

STORAGE

BISULFITE
SODIUM
WW
FC
W W
SYSTEM

DISTRIBUTION
WATER

RECLAIMED
TO

MAIN WASTEWATER FLOW

MAIN SOILS FLOW

SIDE STREAM (RECYCLE)

AUXILIARY FLOW
LEGEND

CLARIFIERS

SECONDARY
FROM

CLARIFIERS

SECONDARY
FROM

TO DAFTS

CHANNEL

TANK INFLUENT

GRIT REMOVAL

TO PREAERATION

LIQUIDS PROCESS FLOW DIAGRAM

EXISTING MAIN WASTEWATER FLOW

EXISTING MAIN SOILS FLOW

EXISTING SIDE STREAM (RECYCLE)

EXISTING AUXILIARY FLOW
TRANSFER PUMPS (4)

POLYMER
M
tum
adhay
PUMPS (3)
WATER

RECLAIMED

PUMP STATION

RECLAIMED WATER

STATION
PUMP

CAROUSEL
PUMP (1)
PAU
(PAU)

AUGMENTATION UNIT

PRODUCTION
POND
SOUTH
POND
MIDDLE
POND
NORTH
AWT PUMPS (3)
WELL
WET
AWT

STATION
PUMP

FILTER FEED

CHLORINATION FACILITY

STATION

AWT PUMP

STATION

PAU PUMP
UNITS (4)

CLARIFIER/FILTER
AWT
PUMPS (3)

FILTER FEED
STRUCTURE 80
M
SYSTEM

DISTRIBUTION
WATER

TO RECYCLED
STORAGE PONDS (3)

RECYCLED WATER

STRUCTURE

FLOW DIVERSION
PUMPS (3)

COAGULANT FEED
PUMPS (4)

RECYCLED WATER
FE
JD
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:50:36-04'00'

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 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
123456789 10 11 12 13
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G
®
No. 84405
Plot Date: 4/6/2023 10:39:57 AM PROJECT NO. LAST SAVED BY: FILE NAME:

EYY
AL/ART
JD
00G09 9

GENERAL

SITE PLAN
8660F1000G09.dwg kjackson 8660F10

BCDEA PRODUCTION AUGMENTATION UNIT (PAU) F DAFT EQUIPMENT BUILDING G DISINFECTION CHEMICAL STORAGE FACILITIES

CAROUSEL PUMP STATION

CHLORINE CONTACT BASINS

DECHLORINATION STRUCTURE
HIJ

AWT FACILITY

CHLORINATION FACILITY
K

DISSOLVED AIR FLOTATION THICKENERS

SLUDGE DRYING BED

DIGESTER

L SLUDGE DEWATERING FACILITY MNO

STORM DRAIN PUMP STATION

BACKWASH PUMP STATION
P

PRIMARY CLARIFIERS

MAINTENANCE BUILDING

Q MECHANICAL EQUIPMENT BUILDING R SOLIDS CONTACT TANKS STU

TRICKLING FILTER

SECONDARY CLARIFIERS
V

WASHWATER RECOVERY POND

POWER GENERATION BUILDING
WXYZ

PERCOLATION PONDS

AWT PUMP STATION

RECLAIMED WATER FILTERS

RECYCLED WATER STORAGE PONDS
AA

PRE-AERATION GRIT REMOVAL TANK & EQUIPMENT

AERATION BLOWER BUILDING

PAU PUMP STATIONS

TRICKLING FILTER PUMP STATION
AB
AC
AD

PROJECT STAGING AREA

VEHICLE AND PEDESTRIAN ACCESS
(NOT AVAILABLE TO CONTRACTOR)

1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL
ROUTING AND DETAILS.
#

1. PAU INLET.

2. TRUCK FILL HYDRANT (PHASE 3) TO BE REMOVED
AND REPLACED DURING POND CONSTRUCTION.

3. PAU PUMP STATION INLET.

GENERAL NOTES:

KEY NOTES:

LEGEND:

STRUCTURES:
3 2
1 I Y
Z
H
G
FE
D
N
M
AD
A
XXX
C
B
J
U
U
V AB
O
Q
AA
S
R
AC
S
T
T
K
K
L
P
W
SCALE
0 30' 60' 120'
SCALE: 1" = 60'
Know what's below.

Callbefore you dig.

FILE:

PLAN
8660F10C04
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:50:41-04'00'

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 200

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

ABCDEFG
G
®
No. 84405
PlotDate: 06-APR-2023 11:17:20AM User:svcPW Model:Layout1 ColorTable:gshade.ctb DesignScript:Carollo_Std_Pen_v0905.pen PlotScale:1:1 00D01
LASTSAVED BY:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1000D001.dgn

A NO SCALE

SITE PLAN
R
NOPQRS

BACKWASH PUMP STATION

PRIMARY CLARIFIERS

MAINTENANCE BUILDING

MECHANICAL EQUIPMENT BUILDING

SOLIDS CONTACT TANKS

TRICKLING FILTER

TUV POWER GENERATION BUILDING

WASHWATER RECOVERY POND

SECONDARY CLARIFIER
S
S
TT
V
U
U
Q
O
K
K
L
P
MD
EF
G
C
B
H
I
J
EYY
EXISTING STRUCTURES: ABDEC

SLUDGE LAGOONS

CAROUSEL PUMP STATION

DECHLORINATION STRUCTURE

CHLORINE CONTACT BASINS

DISSOLVED AIR FLOTATION THICKENERS

F DAFT EQUIPMENT BUILDING G DISINFECTION CHEMICAL STORAGE FACILITIES H AWT FACILITY I CHLORINATION FACILITY J SLUDGE DRYING BED K DIGESTER L SLUDGE DEWATERING FACILITY M STORM DRAIN PUMP STATION A
N
Y
XXX
W
WXY

RECYCLED WATER STORAGE PONDS

PERCOLATION PONDS

AWT PUMP STATION
8660F1000D01A
GENERAL NOTES:

PANEL UNLESS OTHERWISE NOTED.

BETWEEN EQUIPMENT AND ITS ASSOCIATED MCC OR CONTROL

REPLACED, DEMOLISH ALL ASSOCIATED CONDUITS AND WIRE

ELECTRICAL AND CONTROL CONDUITS AND WIRES BEING

15. FOR EQUIPMENT BEING DEMOLISHED OR HAVING ITS
DIAMETER AND HEAVILY COMPACT EACH LAYER.

HOLES IN LAYERS WITH THICKNESS NOT EXCEEDING TIE HOLE
SPECIFICATION SECTION 03600. PLACE DRY-PACK MORTAR IN

CONDUIT PENETRATION WITH DRY-PACK MORTAR PER
CONDUITS. GRIND ABANDONED CONDUITS DOWN AND FILL

14. REMOVE CABLES FROM ABANDONED IN-SLAB OR BURIED
RECEPTACLES.

PROTECT EXISTING CONDUITS TO SWITCHES, LIGHTS, AND

13. PROTECT EXISTING RECEPTACLES AND LIGHT SWITCHES.

MCC OR CONTROL PANEL.

BETWEEN THE DEMOLISHED EQUIPMENT AND ITS ASSOCIATED

12. DISCONNECT AND DEMOLISH POWER AND CONTROL WIRING
THAT EQUIPMENT OR PIPE SHALL ALSO REMOVED.

DEMOLISHED OR REMOVED, THE ASSOCIATED SUPPORTS FOR

11. WHERE ANY EQUIPMENT OR PIPING IS CALLED OUT TO BE
SURFACE. PATCH HOLE WITH NON-SHRINK GROUT.

REMOVED, FASTENER SHALL BE CUT OFF 1-INCH BELOW

BRACKETS, PIPE SUPPORTS, BASE PLATES, CLAMPS, ETC ARE

10. UNLESS OTHERWISE INDICATED, WHERE EQUIPMENT,
FACILITIES AS NECESSARY.

REROUTE EARTHEN SWALES AND PROVIDE TEMPORARY
MAINTAIN SITE DRAINAGE PATTERNS DURING CONSTRUCTION.

9. SITE DEMOLITION WILL IMPACT EXISTING DRAINAGE PATTERNS.

DEMOLITION.

CONSTRUCTION THAT IS DAMAGED AS A RESULT OF

8. RESTORE TO ITS PRECONSTRUCTION CONDITION ANY EXISTING THOSE SHOWN ON THE DRAWINGS.

III. CONDITIONS OR DETAILS DIFFERENT FROM
AND COMPONENTS.

II. DAMAGE OR DETERIORATION TO MATERIALS
FROM THE CONTRACT DOCUMENTS.

I. SIZES OR DIMENSIONS DIFFERING
CONSTRUCTION INCLUDING BUT NOT LIMITED TO:

COVERED BY THESE DRAWINGS ARE EXPOSED DURING
b. NOTIFY ENGINEER IMMEDIATELY IF CONDITIONS NOT
SHOP DRAWING PREPARATION, AND FABRICATION.

CONDITIONS RELATED TO WORK PRIOR TO DEMOLITION,
a.FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND

7. EXISTING CONDITIONS:

RESTRICTIONS PRIOR TO DEMOLITION.

6. REFER TO SPECIFICATION SECTION 01140 FOR WORK

5. SALVAGE EQUIPMENT PER SPECIFICATION SECTION 01738.

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

4. COORDINATE DEMOLITION WORK WITH ALL APPLICABLE
BELOW GRADE PIPING DEMOLITION.

REQUIRED. SEE YARD PIPING DRAWINGS FOR ADDITIONAL

CONTRACT DRAWINGS FOR ADDITIONAL DEMOLITION WORK
SHOWN ON THE DEMOLITION DRAWINGS. SEE OTHER

3. NOT ALL DEMOLITION WORK REQUIRED ON THIS PROJECT IS
AVAILABLE FROM OWNER FOR CONTRACTOR'S REFERENCE.

SATISFY THEMSELVES PER NOTE 1. ORIGINAL DRAWINGS ARE

CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS TO
PERFORMED AND MAJOR DEVIATIONS HAVE BEEN NOTED.

BE DEMOLISHED. WHERE POSSIBLE, A FIELD VERIFICATION WAS

SCANNING DESIGN DRAWINGS OF THE EXISTING ELEMENT(S) TO

2. THE DEMOLITION DRAWINGS HEREIN HAVE BEEN PRODUCED BY DRAWINGS AVAILABLE FROM THE CITY.

CONTRACTOR IS CAUTIONED TO REVIEW EXISTING REFERENCE
DRAWINGS SHALL BE AT THE CONTRACTOR'S DISCRETION. THE
THEMSELVES AS TO THE FIELD CONDITIONS. THE USE OF THESE

FIELD INVESTIGATIONS AS NECESSARY TO SATISFY
DEMOLITION REQUIRED. THE CONTRACTOR SHALL MAKE SUCH

CONTRACTOR FOR REFERENCE IN DETERMINING THE SCOPE OF

1. THE DEMOLITION DRAWINGS HEREIN ARE PROVIDED TO THE
A
60D01
A
89D01
A
87D01
A
85D01
eparker
A
91D01
JD
10 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:55:49-04'00'

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 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
P
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ate: 06-APR
-2023 11:17:10
AM
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Model:

Layout1 C
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cript:

C
arollo_S
td_P
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P
lotScale:1:1
60D01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1060D001.dgn
A
2 1
#
GENERAL NOTES:

KEY NOTES:

1. REFER TO GENERAL NOTES ON 00D01.

EYY

DECHLORINATION STRUCTURE
1 2
1 2
EX-24" FE
3/8" = 1'-0"

TO RUSSIAN RIVER
8660F1060M9101
EX-42" FE

FACILITY

CHLORINATION
FROM
EX-24" FE
EX-2" SO2
EX-42" FE
EX-42" FE
3 60D02
PLAN

PUMP STATION

TO CAROUSEL
60D02
60D02
CONDUITS AND LABEL THEM AS SPARE.

DISCONNECT SWITCHES. CAP EXISTING UNDERGROUND

CONDUITS, AND EQUIPMENT STANDS ASSOCIATED WITH

3. DEMOLISH EXISTING DISCONNECTS, EXPOSED

2. INSTALLING NEW VALVE.

NOTIFY ENGINEER OF ANY DEVIATIONS PRIOR TO

TO FIELD VERIFY SIZE AND MATERIAL OF PIPE AND

1. DEMOLISH VALVE. CRITICAL DIMENSION: CONTRACTOR
eparker
3 (STP)
(STP)

CONTACT BASINS

CHLORINE
FROM
JD
11 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:55:54-04'00'

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 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
P
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ate: 06-APR
-2023 11:17:38
AM
U
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Model:

Layout1 C
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cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
60D02
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1060D002.dgn
#
GENERAL NOTES:

KEY NOTES:
1 1. REFER TO GENERAL NOTES ON 00D01.
1 EYY
2 2
1 2
tum
adhay
PHOTOS

DECHLORINATION STRUCTURE
3 60D01 60D01
60D01
8660F1060D002A 8660F1060D002C
8660F1060D002B
3 3. DEMOLISH CHLORINE ANALYZER 4.

2. 1. DEMOLISH VALVE.

JD
12 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:00-04'00'

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 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 85D01
BAC

DEMOLITION
8660F10 8660F1085D001.dgn
A 3/16"=1'-0"
8660F085D01.jpg
2 85D02
1 1
1 1
1 1 1 1 1
85D03
85D02
1 85D03
3 EYY
4 7
8 8
8 5 5 5
85D02
6 7
7 7
5 9
8 8
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-2023 11:19:41
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lotScale:1:1 LA
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SAVED
B
Y:

PROJECT NO. FILE NAME:

GENERAL NOTES:

KEY NOTES:
2 5
B
4 1
3 85D02

AWT CLARIFIER/FILTER PLAN
85D03
6 9
eparker
10 FILTER NO. 4 FILTER NO. 3 FILTER NO. 1
FILTER NO. 2
NO. 3

CLARIFIER
NO. 4

CLARIFIER
NO. 2

CLARIFIER
NO. 1

CLARIFIER

1. REFER TO GENERAL NOTES ON 00D01.
#
12 11
85D03
7 13
13 JD
13 14
14 WALL.

14. RESTORE EXISTING PENETRATION TO MATCH EXISTING
SEQUENCING AND 85M02.

SPECIFICATION SECTION 01140 FOR POSSIBLE WORK
BLOWERS HAVE BEEN DEMOLISHED. REFER TO

13. DEMOLISH 6-INCH AIR PIPING AFTER ALL EXISTING
INSTALLED AND ARE FULLY OPERABLE.

ONSITE UNTIL ALL THE NEW BLOWERS HAVE BEEN

12. CONTRACTOR SHALL STORE ONE EXISTING BLOWER
THE AWT CLARIFIER/FILTER UNITS.

ACTUATORS HAVE BEEN REPLACED FOR ALL FOUR OF

REMAIN IN SERVICE UNTIL THE PNEUMATIC WASTE GATE
NEW BLOWERS PER 85M02. AIR COMPRESSOR SHALL

ASSOCIATED PIPING TO FACILITATE INSTALLATION OF

11. TEMPORARILY RELOCATE AIR COMPRESSOR AND
INDICATED ON 85M02.

10. REPLACE EXISTING 6-INCH ELBOW WITH A TEE AS
PERMANENT BLIND FLANGE.

PIPE FLUSH WITH EXISTING GRADE AND PROVIDE

9. EXISTING 4" SW PIPE TO BE ABANDONED N PLACE. CUT
AND ASSOCIATED PIPING AND SUPPORTS.

8. DEMOLISH THE SURFACE WASH SWEEPS (TYPICAL OF 12)

7. REMOVE ADSORPTION CLARIFIER MEDIA.
6/85D03. OTHER WASTE GATES NOT SHOWN FOR CLARITY.

ON EACH AWT CLARIFIER/FILTER UNIT. REFER TO PHOTO

6. DEMOLISH EXISTING PNEUMATIC WASTE GATE ACTUATOR

5. REMOVE FILTER MEDIA AND FILTER GRAVEL SUPPORT.

4. DEMOLISH AIR PIPING AND SUPPORTS.

3. DEMOLISH PRIMARY COAGULANT FEED PUMP.

2. DEMOLISH AIR BLOWER.

1. DEMOLISH VALVES.

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

Date: 2023.04.07 16:56:05-04'00'

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 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
P
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ate: 06-APR
-2023 11:17:11
AM
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Model:

Layout1 C
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cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
85D02
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1085D002.dgn
1 #
GENERAL NOTES:

KEY NOTES:
1 B
85D01
1 2 3
85D01 85D01
85D01
1 3
2 2

SECTION AND PHOTOS

1. REFER TO GENERAL NOTES ON 00D01.

NO SCALE
EYY
5 4
4 6
8660F1085D02A 8660F1085D02B
8660F1085D02C 8660F1085D02D
tum
adhay
7 4
2 2
WITH EXISTING GRADE AND PROVIDE PERMANENT BLIND FLANGE.

7. EXISTING 4" SW PIPE TO BE ABANDONED IN PLACE. CUT PIPE FLUSH PIPING AND SUPPORTS.

6. DEMOLISH SURFACE WASH SYSTEM EQUIPMENT AND ASSOCIATED BLOWERS.

5. DEMOLISH EXISTING LOCAL CONTROL PANEL FOR TWO AIR
AND FOUR SOLENOID VALVES.

BLOWER, EIGHT FILTER VALVES, AND FOUR AIR SCOUR VALVES, SOURCE TO EQUIPMENT LOCATION. THIS IS TYPICAL FOR TWO AIR

ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND CONTROL

4. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS FOR FILTERS.

3. DEMOLISH SOLENOID VALVE. TYPICAL OF FOUR SOLENOID VALVES

2. DEMOLISH AIR BLOWER AND ASSOCIATED PIPING AND SUPPORTS.

1. DEMOLISH VALVE. TYPICAL OF EIGHT VALVES FOR THE FILTERS.

AWT CLARIFIER/FILTER
JD
14 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:11-04'00'

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 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
P
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ate: 06-APR
-2023 11:18:43
AM
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
85D03
LA
S
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SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1085D003.dgn
#
GENERAL NOTES:

KEY NOTES:

PHOTOS
5 8660F1085D03-5
85D01
2 1
1 1. REFER TO GENERAL NOTES ON 00D01
EYY
3 AWT CLARIFIER/FILTER
4 5
4 8660F1085D03-4
85D01
6 85D01
8660F1085D03C
6 7
85D01
EXISTING PLC-3 PANEL ELEVATION EXTERIOR
8660F1085D03D
7 eparker
8 SURFACE WASH SWEEPS.

8. DEMOLISH PIPING AND SUPPORTS ASSOCIATED WITH THE
SECTION 11802 AND CONTRACT DRAWINGS.

BE REPLACED WITH VCP-3 AS SPECIFIED IN SPECIFICATION
ALL COMPONENTS TO THE OWNER. EXISTING PLC-3 PANEL SHALL

7. DEMOLISH THE EXISTING PLC-3 PANEL. SALVAGE AND TURN OVER

6. DEMOLISH PORTION OF AIR WASH LINE.

CLARIFIER/FILTER UNITS.

TO SPECIFICATION SECTION 11802. TYPICAL OF AWT

5. DEMOLISH EXISTING PNEUMATIC RAM OF WASTE GATES. REFER CONTROLLER INSTALLATION.

EXISTING CONDUCTORS AND CONDUITS IN PLACE FOR NEW

4. DEMOLISH COAGULANT FEED PUMP CONTROLLER UNIT. PROTECT FOR CLARIFIERS.

CONTROL SOURCE TO EQUIPMENT LOCATION. THIS IS TYPICAL

ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND

3. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS AND CONTROL CONDUCTORS IN PLACE.

2. DEMOLISH COAGULANT FEED PUMP. PROTECT EXISTING POWER CLARIFIERS.

1. DEMOLISH VALVE. TYPICAL OF EIGHT VALVES FOR THE
JD
15 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:16-04'00'

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 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
P
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ate: 06-APR
-2023 11:18:04
AM
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
87D01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1087D001.dgn
A
2 BACKWASH PUMP STATION

NO SCALE
EB
1 tum
adhay
PLAN
1 #
GENERAL NOTES:

KEY NOTES:

1. REFER TO GENERAL NOTES ON 00D01.
8660F1087D01A
1 -
8660F1087D01B
2 -
8660F1087D01C
2 -
-
1 2
3 EX - 1" FE
EX - 1 1/2" FE
EX - 1 1/2" FE
EX - 3/4" FE
(PVC)
(PVC)
4 (PVC)
(PVC)
ON 87M01.

5. REMOVE, PROTECT, AND REINSTALL BUTTERFLY VALVE AS SHOWN PLACE FOR NEW ANALYZER INSTALLATION.

4. PROTECT SIGNAL AND POWER CONDUCTORS AND CONDUITS IN

3. DEMOLISH EXISTING SURFACE WASH PUMP.

ENCLOSURE IN PLACE.

2. DEMOLISH CHLORINE ANALYZER 3. PROTECT THE EXISTING

1. DEMOLISH SAMPLE PUMP 3.
5 JD
16 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:22-04'00'

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 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

P
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-2023 11:17:39
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89D01
LA
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PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1089D001.dgn
A
8660F002D01.jpg
1 2

CAROUSEL PUMP STATION

NO SCALE
EB
TRF-3E
1 89D02
PLAN
89D02
5 2
3 4
#
GENERAL NOTES:

KEY NOTES:

1. REFER TO GENERAL NOTES ON 00D01.
eparker
DRAWINGS FOR SPECIFIC REQUIREMENTS.

5. DEMOLISH 1 KVA, 480 V TRANSFORMER. REFER TO ELECTRICAL

4. REMOVE EXISTING MOTOR OF EFFLUENT PUMP.

ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS.

3. DEMOLISH MAIN DISCONNECT SWITCH 200 A, 3-POLE. REFER TO DRAWINGS FOR SPECIFIC REQUIREMENTS.

2. DEMOLISH MOTOR CONTROL CABINET. REFER TO ELECTRICAL

1. DEMOLISH EFFLUENT PUMP.

JD
17 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:28-04'00'

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 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
P
lotD
ate: 06-APR
-2023 11:17:43
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
89D02
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10

CAROUSEL PUMP STATION
EB
#
GENERAL NOTES:

KEY NOTES:

INFORMATION.

DIAGRAM FOR MORE ELECTRICAL DEMOLITION

2. REFER TO CAROUSEL PUMP STATION DEMO ONE-LINE

1. REFER TO GENERAL NOTES ON 00D01.
2 1
2 8660F1002D01-1.JPG
89D01
5 6
2 4
2 1
8660F1002D01-3.JPG
89D01
PHOTOS
8660F1089D002.dgn

6. DEMOLISH MAIN DISCONNECT SWITCH 200 A, 3-POLE.

5. DEMOLISH 1 KVA, 480 V TRANSFORMER.

4. DEMOLISH MOTOR CONTROL CABINET.

PUMP IN PLACE FOR NEW MOTOR INSTALLATION.

3. DEMOLISH EXISTING MOTOR OF EFFLUENT PUMPS. PROTECT
CONTROL SOURCE TO EQUIPMENT LOCATION.

ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND

2. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS

1. DEMOLISH EFFLUENT PUMP.
3 JD
18 eparker
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:34-04'00'

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 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
P
lotD
ate: 07-APR
-2023
2:04:14
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
91D01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1091D001.dgn
A
1 #
GENERAL NOTES:

KEY NOTES:

SLUDGE LAGOON
PLAN
8660F1000D01.jpg

NO SCALE

1. REFER TO GENERAL NOTES ON 00D01.

CA
2 3

3. REGRADE EXISTING POND AREA PER DRAWING 91C01.

2. REMOVED EXISTING SLUDGE PIPING.

1. DEMOLISH CENTER BERM.

JM
19 JG
arretty
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:26:48-07'00'

CONTROL POINT

SYMBOLS

EXISTING MONUMENT

EXISTING CONTROL POINT

SYMBOL DESCRIPTION

FLOW/SLOPE

DIRECTION

MANHOLE (PROFILE)

MANHOLE (PLAN)

PULL BOX

POWER TOWER

SYMBOL DESCRIPTION

ROCK WALL

HEADWALL

CABLE TV

UTILITY POLE

UTILITY POLE GUY WIRE

COORDINATES

SLOPE CALLOUT

GUARD POST

CONTROL POINT
2 1
X 1325.00
PT
RADIUS
ANGLE

CLOCKWISE
PC
P
CTV
PH

SHRUB/HEDGE
TREE

T TELEPHONE PEDESTAL
CO

CLEANOUT
LIGHT
PP

POWER POLE

SIGN/SIGN POST

ELECTRICAL MANHOLE

AND PULL BOX
GATE

LINE WORK

EDGE OF PVMT OR

OUTSIDE FACE OF
CURB
CXX

SPOT ELEVATION

EXISTING SPOT ELEVATION
2:1
XX
N=XXXXXX.XX
E=XXXXXX.XX
N=1600000 E=1000000

2.0%

FIRE HYDRANT

CATCH BASIN
E

POTHOLE

POTHOLE NUMBER
SHORING /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\

FLOWLINE

GUARDRAIL

NEW ROAD

EXISTING CONTOURS (SCREENED)

NEW FENCE

POWER POLE & LINE

EXISTING FENCE (SCREENED)

EXISTING ROAD (SCREENED)

PROPERTY LINE OR RIGHT OF WAY

REMOVE OR ABANDONED (CROSS
HATCHING: FENCE SHOWN AS EXAMPLE)
SLOPE

EXISTING PIPING (TRIPLE LINES) (SCREENED)

NEW PIPING (SINGLE LINE)

NEW PIPING (TRIPLE LINES)

EXISTING STRUCTURES (SCREENED)

EXISTING PIPING (SINGLE LINE)(SCREENED)

CENTER, MONUMENT, OR SURVEY LINE
PP
X X
X X

OHE OHE

CABLE TV (UNDERGROUND) CTV CTV

FIBER OPTIC

NATURAL GAS G G

SANITARY SEWER

STORM DRAIN
310
310

NEW STRUCTURES OR EDGE OF PAVEMENT

FUTURE ROAD, WATER EDGE OR RIDGE

HIDDEN LINE OR TRAIL EDGE
FO FO

UNDERGROUND ELECTRIC

RAILROAD TRACKS
FUEL

TELEPHONE
WATER

NEW CONTOURS

SILT FENCE SF SF SF

EASEMENT

EXISTING EASEMENT

CITY LIMITS

EXISTING GRADE (PROFILE)

PROPOSED GRADE (PROFILE)
CURB

CURB & GUTTER

HATCH PATTERNS
SWALE
S=0.0020

M METER BOX
NOTE: ALL SYMBOLS SHOWN AS NEW.

EXISTING SYMBOLS ARE SCREENED.

COORDINATES / ELEVATION

ROADWAY / PIPE CURVES

ROADWAY / PIPE CURVE
(SEE TABLE ON EACH

PAVING AND GRADING OR

CIVIL PIPING DWG WITH
ROADWAY / PIPE CURVES.)

LOC LOC

SECTION CUT

TYPICAL DETAIL

REFERENCE

EXTERIOR ELEVATION
VIEWS

PHOTO LOCATION

GRID BUBBLE

PLAN/TITLE

SECTION OR DETAIL

TITLE W/ REFERENCE

DETAIL CALL-OUT
(ENLARGED)

ARROW INDICATES

POINT OF VIEW
DRAWING REFERENCE ##X##

PLAN NOT REFERENCED

DETAIL REFERENCES

SYMBOL DESCRIPTION

REVISION DELTA
SCALE

KEY NOTE

BREAK LINE

ELEVATION
TOC XXXX.XX

EXISTING ELEVATION

PIPE BREAK

PLAN VIEW

PIPE BREAK

CROSS SECTION

PIPE CONTINUATION
(SINGLE LINE)

BRACKET

EX TOW XXXX.X±

UNDERGROUND/

OVERHEAD

WARNING
(STATE/REGION

SPECIFIC)

NORTH ARROW/

PLANT NORTH

EQUIPMENT/DEVICE

KEY TAG

PIPE TAG
VIEW

AREA DESIGNATOR
(WHEN APPLICABLE)

DISCIPLINE DESIGNATOR

CONSECUTIVE

SHEET NUMBER

TYPICAL DETAIL TITLE

SHEETS IN
DETAIL

MODIFICATION NOTE
S = STANDARD
J = JOB SPECIFIC
R = REVISED
N = NOTE TO TYPICAL DETAIL USER

DATE CREATED
(REVISED)
LENGTH

CURVE NUMBER

RADIUS POINT
XX
*

FUTURE PIPING
(WHERE APPLICABLE)
FUTURE
* FOR EXISTING PIPING SHOW AS

EX SIZE FLOW STREAM

UGE UGE
F F
SS SS
SD SD

TEL TEL
W W

FORCEMAIN SANITARY SEWER FM FM

BURIED VALVE

PIPE CAP OR

CONNECTION

CHECK VALVE
FLANGE

PLUG VALVE

REDUCER

AIR RELEASE VALVE

BLOW OFF VALVE

SERVICE CONNECTION

HOSE BIBB / YARD HYDRANT

BALL VALVE

GATE VALVE

BUTTERFLY VALVE

LIMITS OF CONSTRUCTION
##X##
1 SEE INDICATED

DRAWING
VIEW

DRAWING CUT ORIGINATION
ALPHA = SECTION
NUMERIC = DETAIL
PHX

SOIL BORING LOCATIONS
B-XX
XX

EQUIPMENT/DEVICE
NUMBER

STAGING AREA
CLSM

TREAD PLATE

AGGREGATE

BASE COURSE
(ABC)

ASPHALT PAVING

GRATING

BEDROCK

CONCRETE
(ALL CLASSES)

DRAIN ROCK
GRAVEL
RIPRAP

EXISTING/

UNDISTURBED
SOIL

STRUCTURAL

FILL OR BACKFILL
STEEL

LANDSCAPING
OR
(WITH AERIAL)
SPAN
SCALE:

FILE:

PLAN

DESCRIPTION
FILE

A SCALE

VIEW TITLE
A
##X##
- = SHOWN ON SAME DRAWING
##X## = SEE INDICATED DRAWING
VIEW
SCALE:

FILE:

C/1 ELEVATION
##X## SCALE
FILE

DESCRIPTION

VIEW TITLE
TYP
?
TYPICAL DETAIL #
#
-
##X##
A
A
1 TYP
SHT OF XX/XX/20XX XX
LINE 3
LINE 2
S
? LINE 1
TYPICAL DETAIL #
34 1

XXX-XX-XXX
0 10' 20' 40'
SCALE: 1" = 20'
2 MATCH LINE MATCH LINE STA XXX SEE DWG XXX
X" XXX

PIPE SIZE

FLOW STREAM

30.0°
NORTH
TRUE
PLANT
NORTH
XX.XX

ANY SPECIFIC DESIGNATIONS

NOTED WILL NEED TO REFER TO

ABBREVIATIONS
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

CDA
JRD
JM
00C01
20 CIVIL

GENERAL CIVIL LEGEND AND SYMBOLS
8660F1000C01.dwg
gdavis
8660F10
10/5/2022 11:08:46 AM
usanorth811.org

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
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:13:25-07'00'

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 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

SCHEDULES
GENERAL PIPELINE NOTES:

NOTES

1. DIMENSIONS TO STRUCTURES, REFERENCED PIPING, PAVING, AND OTHER IMPROVEMENTS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS 14 DAYS IN ADVANCE OF THE CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER.

2. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 10 FEET HORIZONTAL AND 3 FEET VERTICAL BETWEEN THE SEWER LINES AND EXISTING WATER LINES.

3. REFER TO THE GEOTECHNICAL REPORT LOCATED IN THE APPENDIX OF

THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THE
GEOTECHNICAL CONDITIONS AND BORING INFORMATION.

4. IN ALL LOCATIONS WHERE TRENCH PLATE IS USED FOR VEHICULAR OR

PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL APPLY SKID RESISTANT

COATING ON THE TRENCH PLATES AND COLD MIX ASPHALT CONCRETE AT THE EDGES. THE TRENCH PLATES SHALL BE NOTCHED INTO THE ASPHALT,

CONCRETE, OR TRAVELED SURFACE TO PREVENT SLIPPAGE AND ROCKING UNDER TRAFFIC.

5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE WORK, THROUGHOUT THE CONSTRUCTION PERIOD.

6. ALL OPEN TRENCHES, WORK AREAS AND SHAFTS SHALL HAVE A SHORING SYSTEM IN ACCORDANCE WITH OSHA, STATE AND LOCAL REQUIREMENTS.

7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY,

AND LOCAL LAWS AND ORDINANCES RELATING TO THE SAFETY AND CHARACTER OF WORK, EQUIPMENT AND PERSONNEL. THIS INCLUDES BUT

IS NOT LIMITED TO SHEETING, SHORING, BRACING, VENTILATION,

CONFORMANCE WITH TRAFFIC CONTROL AND MAINTENANCE OF
BARRICADES AND WARNING DEVICES.

8. LAYOUT DRAWINGS ARE REQUIRED FOR PIPING INSTALLED.

9. ALL ROAD DITCHES, FENCE LINES, PASTURES AND SIMILAR AREAS SHALL BE RESTORED PER SPECIFICATION 02952.

10. ALL CROPPED AREAS DISTURBED SHALL HAVE THE TOPSOIL REPLACED AND THE ENTIRE AREA DISTURBED SHALL BE RIPPED 2 FT DEEP PER THE LAND OWNERS REQUIREMENTS.

11. CONTRACTOR SHALL TAKE ALL PRACTICAL PRECAUTIONS TO MINIMIZE DISTURBANCES TO STREAMS, VEGETATION, TREES AND CROP LANDS.

WHEREVER PRACTICAL LEAVE EXISTING TREES AND VEGETATED AREAS UNDISTURBED.

UTILITY NOTES:

EARTHWORK NOTES:

1. CLEAR THE CONSTRUCTION AREA OF NATURAL OBSTRUCTIONS EXISTING

FOUNDATIONS, BUILDINGS, FENCES, LUMBER, WALLS, STUMPS, BRUSH,

WEEDS, RUBBISH, TREES, BOULDERS, AND ANY OTHER ITEMS WHICH

INTERFERES WITH CONSTRUCTION OPERATIONS OR ARE DESIGNATED FOR REMOVAL.

2. GRUB OUT AND DISPOSE OF TREE TRUNKS AND ROOT MATERIAL BELOW THE GROUND SURFACE REMAINING AFTER CLEARING.

3. DISPOSE OF THE UNACCEPTABLE BACKFILL MATERIAL FROM THE CLEARING AND GRUBBING OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.

4. STRIP AND STOCKPILE THE TOPSOIL. THE DEPTH OF STRIPPING SHALL BE ESTIMATED TO BE 12-INCHES BUT WILL BE DETERMINED IN THE FIELD AS SOIL CONDITIONS DICTATE.

5. REPLACE STOCKPILED SOIL AND RESTORE SITE AS SPECIFIED.

6. ROCK AND AGGREGATE STORAGE AREAS SHALL BE RESTORED BY

EXCAVATING ANY SOILS CONTAINING ROCK OR AGGREGATE AND
BACKFILLING WITH TOPSOIL. SOIL REMOVED MAY BE USED FOR TRENCH BACKFILL ABOVE THE PIPE ZONE AND 3 FEET BELOW FINISHED GRADE.

1. EXISTING UTILITIES IN THE PROJECT MAY BE IN A FRAGILE CONDITION. THE

CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN WORKING NEAR EXISTING UTILITIES.

2. PLAN LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE BASED ON

RECORD DRAWINGS, POTHOLING AND SURVEY INFORMATION AND ARE CONSIDERED APPROXIMATE ONLY. WHERE NO ELEVATIONS ARE SHOWN, NO INFORMATION WAS AVAILABLE DURING THE DESIGN PERIOD.

3. SOME UTILITY SERVICES MAY NOT BE SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO LOCATE AND
PROTECT SERVICE DURING CONSTRUCTION.

4. CONTRACTOR SHALL CALL THE "LOCAL UTILITY LOCATOR" AT 1-800-277-2600 PRIOR TO ANY EXCAVATION ACTIVITIES.

5. THE LOCATION, SIZE, AND MATERIALS OF EXISTING UNDERGROUND

UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND IS SHOWN FOR BIDDING PURPOSES. THE CONTRACTOR SHALL BE RESPONSIBLE TO

CONTACT THE UTILITY OWNERS SO THAT THOSE UTILITIES MAY MARK THE LOCATION OF THEIR UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES. THE

CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES.

GENERAL NOTES:

1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT

BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.

3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.

4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE IN THE SAME AS FOR OTHER SIMILAR WORK.

5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS AND REQUIREMENTS.

6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING

AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR

SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS

AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE OWNER.

7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER OF 30" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE

FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID.

8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE

CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION.

9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.

ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED

OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION.

10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND

SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS. PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.

11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.

12. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.

SEE SCHEDULE ON SHEET 00G03

13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY THE PLANT.

14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.

WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER

PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED TO MAINTAIN SERVICE BY THE PLANT.

15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES. THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE. DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE.

16. ALL SIDEWALKS TO BE 3'-0" WIDE UNLESS SHOWN OTHERWISE.

17. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE OWNER OF THE ELECTRIC LINES.

18. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.

19. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS

AND OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

20. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND

REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE.

PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

CDA
JDM
BWA
00C02
21 CIVIL

GENERAL CIVIL NOTES AND SCHEDULES
8660F1000C02.dwg
JDiDonato
8660F10
10/5/2022 11:07:47 AM
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:13:40-07'00'

EC
EC
EC
EC
EC
EC
EC
EC
EC
Plot Date: 4/7/2023 9:49:49 AM

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
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JRD
JM
00C03
22 CIVIL

WWTP SITE PLAN
8660F1000C03.dwg JDiDonato 8660F10
FILE:

PLAN
8660F10C04

DIGESTER
NO. 1

DIGESTER
NO. 2
SLUDGE

DE-WATERING

FACILITY

NORTH POND MIDDLE POND

BACKWASH

PUMP STATION

TRUCK FILL HYDRANT
(PHASE 3) TO BE REMOVED

AND REPLACED DURING

POND CONSTRUCTION

SOUTH POND
EX 12" SL

EXISTING

DREDGE LINE
2 1
EX 6" SL
6" SL
KEY NOTES:

1. PRIOR TO INSTALLING THE NEW 6" SLUDGE PIPE,

CONTRACTOR SHALL FIELD VERIFY THE

LOCATION, CONDITION, MATERIAL, OUTSIDE
DIAMETER OF THE EXISTING 6" SLUDGE LINE
(APPROXIMATELY 4 FEET BELOW GRADE), AND
NOTIFY THE ENGINEER. USE
FITTINGS/COUPLINGS AS REQUIRED.

2. PRIOR TO INSTALLING THE NEW 6" SLUDGE PIPE,

CONTRACTOR SHALL FIELD VERIFY THE

LOCATION, CONDITION, MATERIAL, OUTSIDE
DIAMETER OF THE EXISTING 12" SLUDGE LINE
(APPROXIMATELY 4 FEET BELOW GRADE), AND
NOTIFY THE ENGINEER. USE
FITTINGS/COUPLINGS AS REQUIRED.

GENERAL NOTES:

1. THE LOCATIONS OF UTILITIES SHOWN ARE
APPROXIMATE. CONTRACTOR IS RESPONSIBLE

FOR FIELD VERIFICATION OF ALL RELEVANT
EXISTING UTILITIES.

X
SCALE
0 20' 40' 80'
SCALE: 1" = 40'
Know what's below.

Callbefore you dig.

Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:13:56-07'00'

EC

G G G G G G G G G G G G G G G G G G G G G G

G G G G G G G G

G G G G G G
570
570
580
580
BP STA 10+00.00
N=2169003.65
E=6223990.95
PC STA 10+09.50
N=2169013.10
E=6223989.90
PC STA 14+96.39
N=2168995.80
E=6223521.77
PC STA 17+98.87
N=2168731.45
E=6223546.43
PC STA 22+34.39
N=2168726.04
E=6223965.35
PT STA 10+63.71
N=2169043.59
E=6223951.80
PT STA 15+95.02
N=2168922.96
E=6223476.59
PT STA 18+69.94
N=2168695.81
E=6223602.15
PT STA 23+21.48
N=2168786.35
E=6224014.99
10+00
11+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
STA 24+97.86
OFFSET=12.26' L
NORTHING=2168960.31
EASTING=6223983.41
581.00 FG GB
STA 23+92.53
OFFSET=42.83' L
NORTHING=2168852.26
EASTING=6223964.60
570.95 FG GB
3:1
3:1
3:1
3:1
3:1
3:1
3:1

9.3%
3:1
3:1
3:1
3:1
3:1
3:1
575
580
572 573 574
576 577 578 579
581
575
580
573
574
576
577
578
579
581
575
580
580
572
573
574
576
576
577
577
578
578
579
579
581
581
580
576
577
578
579
581
570
575
571
571
571
572
572
572
573
574
576
577
580
577
578
579
581
575 576 577 578
571
Plot Date: 4/7/2023 9:32:31 AM
SCALE

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
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
OV
BWA
91C01
23 CIVIL

PAU GRADING PLAN
8660F1091C01.dwg atucker 8660F10
FILE:

PLAN
8660F10C04
0 15' 30' 60'
SCALE: 1" = 30'
Know what's below.

Callbefore you dig.

KEY NOTES:

1. FINISHED GRADE OF THE BOTTOM OF THE PAU

SHALL BE SLOPED FROM THE TOE OF THE SLOPE
TO THE PUMP STATION INLET.

2. RECYCLED WATER INFRASTRUCTURE SHALL
REMAIN IN SERVICE DURING CONSTRUCTION.

PROTECT IN PLACE.

3. REFER TO SHEET 91C07 FOR PAU INLET PIPING
ALIGNMENT AND PROFILE.

4. REFER TO SHEET 91C08 FOR PAU OUTLET PIPING
ALIGNMENT AND PROFILE.

5. REFER TO SHEET 91S04 FOR PAU INLET
STRUCTURE.

6. ACCESS ROAD ON TOP OF BERM SHALL CONSIST
OF 6-INCHES AB OVER GEOTEXTILE FABRIC WITH
1-FOOT SUBGRADE AT 95% RC UNLESS
OTHERWISE NOTED. ACCESS ROAD TO BE SEALED

IN ACCORDANCE WITH SPECIFICATION SECTION
02747.

7. THE CONTRACTOR SHALL DECOMMISSION THE

EXISTING BURIED ELECTRIC UTILITY BEFORE PAU
CONSTRUCTION. REFER TO SPECIFICATION
SECTION 01140 FOR WORK RESTRICTIONS. THE

CONTRACTOR SHALL REESTABLISH THE BURIED

ELECTRIC UTILITY AS SHOWN ON THE ELECTRIC
SITE PLAN. REFER TO DWG 01E02.

8. 8" THICK SLAB ON GRADE WITH #5@12" O.C. EACH
WAY. REFER TO DETAIL 5/91C04.

9. 8" THICK SLOPED SLAB ON GRADE (WALL) WITH
#5@12" O.C. EACH WAY. REFER TO DETAIL 5/91C04
AND DETAIL 7/91C04.

10. CONSTRUCTION JOINTS IN SLAB ON GRADE
SPACED AT MAXIMUM 20'-0" O.C. IN EACH
DIRECTION. THE JOINTS SHALL AS PER TYPICAL
DETAIL S110 WITH WATER STOP AND EXTEND
THROUGH THE SLOPED SLAB ON GRADE (WALL).

11. EXPANSION JOINT PER DETAIL 6 /91C04 TYPICAL
ALL AROUND THE BASIN.

12. TOP OF THE BERM CONCRETE LINER DETAIL PER
DETAIL 7/91C04 TYPICAL ALL AROUND THE BASIN.

13. ADJUST CONSTRUCTION JOINT LOCATION TO
ACCOMMODATE INLET STRUCTURES.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY THE HORIZONTAL AND

VERTICAL LOCATIONS OF ALL EXISTING UTILITIES

PRIOR TO THE START OF CONSTRUCTION AND

NOTIFY THE ENGINEER OF ANY DISCREPANCIES
OR CONFLICTS.

2. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS

PRIOR TO EARTHWORK ACTIVITIES PER
SPECIFICATION SECTION 02200.

3. REFER TO SPECIFICATION SECTION 02300 AND
02301 FOR EARTHWORK AND BACKFILL
REQUIREMENTS.

4. THE CONTRACTOR SHALL REMOVE ALL EXISTING
SLUDGE MATERIAL. THE SLUDGE MATERIALS

SHALL BE REMOVED TO AN APPROXIMATE
ELEVATION OF 567 FEET.

X
16" RW 30" RW
16" SE

PRODUCTION

AUGMENTATION UNIT

RW METER
VAULT
(PHASE 3)
TO PHASE 3

DISTRIBUTION SYSTEM

TOP OF BERM

PAU PUMP STATION

INLET INVERT
ELEVATION = 570.0
12" SE
1 TOE OF
SLOPE

CAUTION HIGH

PRESSURE GAS PIPELINE

TOE OF SLOPE
2 2

TOE OF SLOPE
3 4
1 91C03
D
91C02
E
91C02
A
91C02
13'
13'
13'
C
91C02
B
91C02
13'

TOE OF SLOPE
CUT: 31974 CUBIC YARDS
FILL: 2747 CUBIC YARDS
91C06
A

EX SLUDGE

DEWATERING

FACILITY

EX CHLORINE

CONTACT BASINS
LEGEND:

CONCRETE BASIN DESIGN PER 91C03
EX

OPERATIONS

BUILDING

PAU INLET PIPING
INVERT ELEVATION =
570.78

TOE OF SLOPE
ELEVATION = 571.28

TOE OF SLOPE
ELEVATION = 571.40

TOE OF SLOPE
TOE OF SLOPE ELEVATION = 571.24
ELEVATION = 571.37

TOE OF SLOPE
ELEVATION = 571.63

TOE OF SLOPE
ELEVATION = 571.47

TOE OF SLOPE
ELEVATION = 571.47

TOE OF SLOPE
ELEVATION = 571.12

FUTURE CHLORINE CONTACT BASIN

EX CAROUSEL

PUMP STATION

EX BACKWASH

PUMP STATION
6 7
8 9
10 11
12 13
13 TYP
CF161
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:14:11-07'00'

560
565
570
575
580
585
590
560
565
570
575
580
585
590
9+60 10+00 11+00 12+00

0.0%

0.0%
STA 10+00.00

BEGIN ACCESS RAMP
FG 581.00
STA 10+43.99OFFSET =12.26' LFG 581.00
STA 11+51.73
OFFSET 34.43' LFG 570.95
FG @

CENTERLINE

APPROX EXIST
GROUND @

CENTERLINE
-9.3%
565

GROUND WATER ELEV
13'

FG ELEV
571.37

TOP OF BERM
FG ELEV 581.00
3:1
579
FG @ CENTERLINE

APPROX EXIST
GROUND @ CENTERLINE
565

GROUND WATER ELEV
3:1

APPROX EXIST
GROUND @ CENTERLINE
13'

APPROX EXIST
GROUND @ CENTERLINE
FG @ CENTERLINE

FG ELEV
571.12

TOP OF BERM
FG ELEV 581.00
579
3:1

PREVENT RUNOFF FROM

COLLECTING AT THE TOE

OF THE SLOPE (TYP)

OUTER SLOPE OF BERM
TO BE MINIMUM 3H:1V.

REGRADE AS REQUIRED
565

GROUND WATER ELEV
-120-100
13'

FG ELEV
571.47

TOP OF BERM
FG ELEV 581.00
579
565

GROUND WATER ELEV
FG @ CENTERLINE
3:1
3:1

APPROX EXIST
GROUND @ CENTERLINE
13'

FG ELEV
571.28

TOP OF BERM
FG ELEV 581.00
-120-100
579
565

GROUND WATER ELEV
3:1
3:1
FG @ CENTERLINE

APPROX EXIST
GROUND @ CENTERLINE
Plot Date: 4/7/2023 9:50:32 AM
SCALE

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
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JRD
JM
91C02
24 CIVIL
PAU

PROFILE AND SECTIONS
8660F1091C02.dwg JDiDonato 8660F10
Know what's below.

Callbefore you dig.

FILE:

A PROFILE
91C01

POND ACESS RAMP
POND AWT STORAGE.dwg
SCALE:

FILE:

B SECTION
91C01 AS NOTED
POND AWT STORAGE.dwg
BERM SECTION STA 14+25
(HORIZ)
0 5' 10' 20'
SCALE: 1" = 10'
0 25' 50' 100'
SCALE: 1" = 50'
(VERT)
SCALE:

FILE:

C SECTION
91C01 AS NOTED
POND AWT STORAGE.dwg
BERM SECTION STA 16+50
SCALE:

FILE:

D SECTION
91C01 AS NOTED
POND AWT STORAGE.dwg
BERM SECTION STA 19+50
SCALE:

FILE:

E SECTION
91C01 AS NOTED
POND AWT STORAGE.dwg
BERM SECTION ST 23+60
GENERAL NOTES:

1. CONTRACTOR TO VERIFY THE HORIZONTAL AND

VERTICAL LOCATIONS OF ALL EXISTING UTILITIES

PRIOR TO THE START OF CONSTRUCTION AND

NOTIFY THE ENGINEER OF ANY DISCREPANCIES
OR CONFLICTS.

2. PAU TO BE CONSTRUCTED PER SPECIFICATION
SECTIONS 02300 AND 02301.

3. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS

PRIOR TO EARTHWORK ACTIVITIES PER
SPECIFICATION SECTION 02200.

4. ACCESS ROAD ON TOP OF BERM SHALL CONSIST
OF 6-INCH AB OVER GEOTEXTILE FABRIC WITH
1-FOOT SUBGRADE AT 95% RC UNLESS
OTHERWISE NOTED. ACCESS ROAD TO BE

SEALED IN ACCORDANCE WITH SPECIFICATION
SECTION 02747.

5. UNPAVED AREAS OUTSIDE OF CONCRETE BASIN

OR ACCESS ROAD SHALL BE GRADED TO MEET

EXISTING GRADE, COMPACTED, AND RESEEDED
PER SPECIFICATION SECTION 02939.

6. THE CROSS-SECTIONS ON THIS SHEET ONLY
DEPICT EXISTING AND FINAL ELEVATIONS. REFER
TO DRAWING 91C03 FOR CONCRETE BASIN

DETAILS AND SUB-GRADE PREPARATION
REQUIREMENTS.

Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:14:26-07'00'

KEY NOTES:

1. EXTEND OVER EXCAVATION 5 FT LATERALLLY
BEYOND THE EDGE OF THE BASIN BOTTOM.

2. SLOPE OUTSIDE OF BERM TO MEET EXISTING
GRADE.

3. NATIVE MATERIAL, MINUS ORGANICS, DEBRIS,

AND OTHER DELETERIOUS MATERIALS ARE

SUITABLE FOR ENGINEERED FILL IF NOT
EXCEEDING A MAXIMUM PARTICLE SIZE OF 4
INCHES. EXCAVATED MATERIALS UNSUITABLE

FOR USE AS STRUCTURAL FILL CAN BE PLACED

OUTSIDE OF THE STRUCTURE LIMITS, OR
DISPOSED OFF-SITE.

4. BENCH FILL INTO THE EXISTING EMBANKMENT AT
A MINIMUM OF 1'H:1'V OF FILL PLACED, OR AS

NECESSARY TO REMOVE LOOSE MATERIAL AND

PROVIDE PROPER COMPACTION ALONG THE
ZONE OF TRANSITION.

5. IF IMPORTED SOIL IS REQUIRED FOR

CONSTRUCTION DUE TO EXISTING BACKFILL

MATERIAL BEING UNSUITABLE, THE

GEOTECHNICAL ENGINEER MUST REVIEW AND

APPROVE SOILS FOR USE PRIOR TO TRANSPORT
TO THE SITE.

6. BERM TO BE CONSTRUCTED IN ACCORDANCE
WITH SPECIFICATION SECTIONS 02300 AND 02301.

GENERAL NOTES:

1. ACCESS ROAD ON TOP OF BERM SHALL CONSIST
OF 6 INCH AB OVER GEOTEXTILE FABRIC WITH 1 FT
SUBGRADE AT 95% RC UNLESS OTHERWISE
NOTED. ACCESS ROAD TO BE SEALED IN

ACCORDANCE WITH SPECIFICATION SECTION
02747. ALL UNPAVED AREAS WITHIN THE PROJECT

SITE SHALL BE COMPACTED AND RESEEDED PER
SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. UNPAVED AREAS OUTSIDE OF CONCRETE BASIN

OR ACCESS ROAD SHALL BE GRADED TO MEET

EXISTING GRADE, COMPACTED, AND RESEEDED
PER SPECIFICATION SECTION 02939.

3. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS

PRIOR TO EARTHWORK ACTIVITIES PER
SPECIFICATION SECTION 02200.

X
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

CDA
JRD
BWA
91C03
25 CIVIL
PAU DETAILS 1
8660F1091C03.dwg
JDiDonato
8660F10
9/12/2022 7:29:07 AM

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
Know what's below.

Callbefore you dig.

SCALE:

FILE:
1 DETAIL
- 3/4"=1'-0"
8660F1091C03

TOP OF BERM
SCALE:

FILE:
2 DETAIL
- 3/4"=1'-0"
8660F1091C03

VEHICULAR ACCESS RAMP
SCALE:

FILE:
3 DETAIL
- 3/4"=1'-0"
8660F1091C03

EXCAVATION SECTION
SCALE:

FILE:
4 DETAIL
- 3/4"=1'-0"
8660F1091C03

CONCRETE BASIN SECTION
2% SLOPE
2'-0"
13'-0"
10'-6" 6"
VARIES
SEE SHEET 91C01

SLOPE VARIES
SEE SHEET 91C01
(3:1 MAX)

TOP OF BERM
6" MIN 100% CRUSHED CLASS 2 AGGREGATE
BASE (1 1/2") COMPLACT WITH VIBRATORY
DRUM TO 95% R.C., ACCESS ROAD TO BE
SEALED IN ACCORDANCE WITH SECTION 02747

CONCRETE LINER INSTALLED
PER DETAIL 5/91C04

BACKFILL STABILIZED AND
COMPACTED IN 8 INCH LIFTS
PER SECTION 02300 3:1
3:1

CONCRETE LINER INSTALLED
PER DETAIL 5/91C04

CONCRETE RAMP
6 91C04
8 91C04
3:1
#5@12" O.C. BOTH WAYS
@ MIDDLE SLAB (TYP)
5 91C04
(TYP)

EX TOP OF BERM
(EL 581)

NATIVE MATERIAL BERM

PROPOSED BASIN AREA

LIMIT OF OVER EXCAVATION
(EL 566)
FG EL 570
5'-0" 5'-0"
1 1

OVER EXCAVATE TO REMOVE

ALL SLUDGE SEDIMENTS FROM

EXISTING BASIN

NATIVE MATERIAL BERM

EX TOP OF BERM
(EL 581)

TOP OF BERM
(FG EL 581)
3:1
3:1
6 91C04
10'-6"

OVERBUILD BERM AND

CUT BACK TO NEAT LINES
4 CONCRETE LINER INSTALLED
PER DETAIL 5/91C04

FINISHED GRADE
PER SHEET 91C01

TOP OF BERM
(FG EL 581)
6 NATIVE MATERIAL BERM. CONSTRUCT BERM IN
8" LOOSE LIFTS COMPACTED TO 90% RC
3 2

ACCESS ROAD FILL

AGGREGATE BASE
LEGEND:

CONCRETE

EXISTING BACKFILL
12'-0"
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:14:41-07'00'

GENERAL NOTES:

1. ACCESS ROAD ON TOP OF BERM SHALL CONSIST
OF 6 INCH AB OVER GEOTEXTILE FABRIC WITH 1 FT
SUBGRADE AT 95% RC UNLESS OTHERWISE
NOTED. ACCESS ROAD TO BE SEALED IN

ACCORDANCE WITH SPECIFICATION SECTION
02747. ALL UNPAVED AREAS WITHIN THE PROJECT

SITE SHALL BE COMPACTED AND RESEEDED PER
SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. UNPAVED AREAS OUTSIDE OF CONCRETE BASIN

OR ACCESS ROAD SHALL BE GRADED TO MEET

EXISTING GRADE, COMPACTED, AND RESEEDED
PER SPECIFICATION SECTION 02939.

3. CLEAR, GRUB, AND STRIP CONSTRUCTION AREAS

PRIOR TO EARTHWORK ACTIVITIES PER
SPECIFICATION SECTION 02200.

PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

CDA
JRD
JM
91C04
26 CIVIL
PAU DETAILS 2
8660F1091C04.dwg
atucker
8660F10
9/12/2022 7:29:07 AM

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

COMPACT AGGREGATE

BASE COURSE
COMPACTED TO 95%
SCALE:

FILE:
5 DETAIL
91C03 1 1/2"=1'-0"
8660F1091C04

CONCRETE PAVEMENT

OVER EXCAVATION AND

COMPACT AS PER

GEOTECHNICAL REPORT
#5@12" EW
5000 PSI CONCRETE

BROOMED FINISH
5 -
8" 6"
5"
(CLR)
(MIN)
1'-0" 8"
8"
#5@12"
(4) #5 CONT (TYP)
5 -
(TYP)
5 -
(TYP)
(TYP)
#5@12" O.C. EA. WAY
2'-0"
10"
8"
1/2" EXPANSION JOINT
PER DETAIL S130/TYP
1/2" EXPANSION JOINT
PER DETAIL S130/TYP
12" LAP

BOTH SIDES
12" LAP

BOTH SIDES
8"
1'-0" 8"
1'-0" 8"
1 1.5
1 1.5
Know what's below.

Callbefore you dig.
10" 10" 10" 10"
1'-0" 8"
(4) #5 CONT (TYP)
#5@12"
SCALE:

FILE:
6 DETAIL
91C03 1 1/2"=1'-0"
8660F1091C04
SCALE:

FILE:
7 DETAIL
91C03 1 1/2"=1'-0"
8660F1091C04
SCALE:

FILE:
8 DETAIL
91C03 1 1/2"=1'-0"
8660F1091C04

AGGREGATE BASE
LEGEND:

CONCRETE

EXISTING BACKFILL
1'-8"
1'-8"
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:15:08-07'00'

BP STA 10+00.00
N=2169003.65
E=6223990.95
PC STA 10+09.50
N=2169013.10
E=6223989.90
PC STA 14+96.39
N=2168995.80
E=6223521.77
PC STA 17+98.87
N=2168731.45
E=6223546.43
PC STA 22+34.39
N=2168726.04
E=6223965.35
PT STA 10+63.71
N=2169043.59
E=6223951.80
PT STA 15+95.02
N=2168922.96
E=6223476.59
PT STA 18+69.94
N=2168695.81
E=6223602.15
PT STA 23+21.48
N=2168786.35
E=6224014.99
10+00
11+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
L1
L2
L3
L4
L5
L6
L8
L7
L9
L10
L11
L12
L13
L14
L15
L17 L18
C1
C3
C5
C7
STA 24+97.86
OFFSET=12.26' L
NORTHING=2168960.31
EASTING=6223983.41
581.00 FG GB
STA 23+92.53
OFFSET=42.83' L
NORTHING=2168852.26
EASTING=6223964.60
570.95 FG GB
Curve Table
Curve #
C1
C3
C5
C7
Length

97.48 79.55

40.20 64.42
Radius

61.00 61.00

61.00 41.00
Delta

91.56 74.72

37.76 90.03
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L17
L18
Length
210.34

37.34 364.45

43.05 203.84

41.97 134.27

31.23 96.77

39.31 96.77

25.16 5.85

3.52 16.59

14.93 87.28
Direction
N6° 18' 52.04"W
S16° 34' 28.96"W
N85° 14' 31.97"E
S6° 18' 52.04"E
S20° 02' 13.69"E
N5° 53' 12.34"E
S83° 39' 30.43"W
N38° 25' 10.85"W
S9° 52' 16.31"W
N85° 14' 31.97"E
N9° 52' 16.31"E
N6° 17' 51.03"W
N6° 18' 52.04"W
S78° 13' 05.23"W
S57° 44' 59.02"W
N85° 14' 31.97"E
N85° 14' 31.97"E
Plot Date: 4/6/2023 1:19:07 PM
SCALE

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
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JRD
JM
91C05
27 CIVIL

PAU SURVEY CONTROL PLAN
8660F1091C05.dwg atucker 8660F10
FILE:

PLAN
8660F10C04
0 15' 30' 60'
SCALE: 1" = 30'
Know what's below.

Callbefore you dig.

KEY NOTES:

1. LIMIT OF GRADING SHOWN. THE BERM OUTSIDE

OF THE ACCESS ROAD SHOULD BE SLOPED AT
1V:3H TO MEET THE EXISTING GRADE. REFER
TO DRAWING 91C04 FOR TYPICAL BERM
DETAILS.

2. REFER TO DRAWING 91C06 FOR PUMP STATION
AND INLET LOCATIONS.

3. REFER TO DRAWING 91C07 FOR PUMP STATION
AND INLET LOCATIONS.

GENERAL NOTES:

1. REFER TO 91C01 FOR PAU GRADING PLAN.

2. THE PLAN DEPICTS FINISHED GRADE AND
DIMENSIONS. REFER TO 91C04 FOR CONCRETE
BASIN AND SUBGRADE DESIGN DETAILS.

X
TOE OF
SLOPE

TOE OF SLOPE

TOE OF SLOPE
2 3
1 1
1 Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:15:23-07'00'

L14
N=2168986.26
E=6223803.26
N=2168993.39
E=6223794.92
N=2169020.80
E=6223799.44
N=2169035.82
E=6223789.73
575
580
571
572
573
574
576
577
578
579
Plot Date: 4/6/2023 9:47:21 AM
SCALE

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
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JRD
BWA
91C06
28 CIVIL

PAU PUMP STATION PLAN
8660F1091C06.dwg atucker 8660F10
0 2.5' 5' 10'
SCALE: 1" = 5'
Know what's below.

Callbefore you dig.

GENERAL NOTES:

1. REFER TO DRAWING 91S01 FOR PUMP STATION
DIMENSIONS.

SCALE:

FILE:

PLAN
SITE
8660F1073C0801
A 1" = 5'
1 91S03
16" INLET FROM PAU

TO CHLORINATION

STRUCTURE, SEE
DWG 91C08 FOR

CONTINUATION

PRODUCTION

AUGMENTATION UNIT

PAU PUMP

STATION

PAU PUMP STATION

INLET STRUCTURE
LEGEND:

CONCRETE BASIN DESIGN PER 91C03
A
91M01
A/B
91S01
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:15:48-07'00'

570
580
580
11+75.22
10+00
11+00
STA. 10+22.82
N=2169077.31
E=6224077.77
Δ=90°00'00" LT
EC
11+75.22
10+00
11+00
571.0
STA. 10+93.06
N=2169071.28
E=6224007.79
Δ=45°00'00" RT
STA. 10+04.73
N=2169095.34
E=6224076.24
STA. 11+75.22
N=2169008.41
E=6223954.90
16" PAU INLET
556
560
564
568
572
576
580
584
588
556
560
564
568
572
576
580
584
588
9+50 10+00 11+00 12+00 13+00 STA=10+12 16" 90° BEND INV = 575.95

PROPOSED

PAU BERM
STA=10+12
16" 90° BEND
INV=581.66
DIP
PVC
TYP
CY111
30" RW
TOP=568.78
16" RW
TOP=569.48
36" x 30" CULVERT
TOP=572.06
36" x 30" CULVERT
TOP=571.95
STA:11+75.22

PAU INLET
INV=570.78
165 LF OF 16' PVC DR 18

RESTRAINED JOINTS REQ'D
STA:10+04.73
INV=581.83
STA=10+07.20
16" BFV
INV=581.83

EXISTING GRADE

PAU INLET
STA=10+22.82
16" 90° BEND
INV = 575.95
STA=10+93.06
STA=11+32.56
16" 45° BEND
INV = 575.95
STA=11+40.53
16" 45° BEND
INV = 568.45
16" 45° BEND
INV = 575.95
Plot Date: 4/6/2023 11:14:18 AM
SCALE

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
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JRD
JM
91C07
29 CIVIL

PLAN AND PROFILE

PAU INLET YARD PIPING
8660F1091C07.dwg JDiDonato 8660F10
Know what's below.

Callbefore you dig.

KEY NOTES:

1. CROSSING DEPTH UNKNOWN. CONTRACTOR TO
VERIFY PRIOR TO EXCAVATION.

2. REFER TO DRAWING 89M01 FOR CONTINUATION
AND CONNECTION TO PUMP STATION.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL CROSSINGS PRIOR
TO CONSTRUCTION.

X
(HORIZ)
0 5' 10' 20'
SCALE: 1" = 10'
0 10' 20' 40'
SCALE: 1" = 20'
(VERT)
1 2
16" RW
30" RW
42" FE
36" FE

EX CULVERT
FILE:

PLAN
8660F1073C0801
FILE:

PROFILE
8660F1073C0801

EX DECHLORINATION

STRUCTURE

EX CAROUSEL

PUMP STATION
1 1 1

EX CHLORINE

CONTACT BASINS
FUTURE

CHLORINE

CONTACT BASIN
95S01
H
2 Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:16:08-07'00'

L7
L14
580
EC
EC
EC
EC
EC
EC
EC
13+93.35
10+00
11+00
12+00
13+00
STA. 11+21.22
N=2169159.94
E=6223780.02
Δ=45°00'00" RT
STA. 13+78.35
N=2169405.53
E=6223769.41
Δ=90° LT
STA. 11+56.26
N=2169187.03
E=6223802.25
Δ=45°00'00" LT
STA. 13+33.12
N=2169360.93
E= 6223785.66
Δ=11.25° LT
9+74 10+00
11+00
12+00
13+00
13+93.35
STA. 10+02.00
N=2169041.44
E=6223793.13
556
560
564
568
572
576
580
584
588
592
556
560
564
568
572
576
580
584
588
592
9+50 10+00 11+00 12+00 13+00 14+00 14+50 STA=10+02 INV - 570.20 12" EX UTILITY TOP=575.50 6" DRAIN TOP=572.61 2" EX UTILITY TOP=575.50 2" EX UTILITY TOP=575.50 4" SW TOP=575.19 14" BW TOP=573.69 24" FE TOP=576.03 4" DR TOP=574.92

EXISTING GRADE
STA=11+06.79
10" 45° BEND
INV = 566.68
TYP
CY111
STA=13+93.69

CONNECTION TOCHLORINATION FAC
INV = 571.00
42" SE
TOP = 568.00
24" WWTOP = 571.00
42" SCE
TOP = 568.00
394 LF OF 10" PVC DR 18

RESTRAINED JOINTS REQ'D

EXISTING

CHLORINATION

FACILITY
STA=13+33.12
10" 11.25° BEND
INV = 573.50
STA=13+78.35
10" 90° BEND ROLLED 45°
INV = 573.50

PAU PUMP

STATION
EX 12" UNK
INV=573.5±
EX 12" UNK
INV=573.6±
EX 12" UNK
INV=573.5±
EX 12" UNK
INV=573.4±
EX 12" UNK
INV=573.6±
2'X1.5' DUCTBANK
INV=573.3±

DUCT BANK (ASSUMED)
TOP=574.56
12" EX UTILITY
TOP=574.21
STA:13+02.00
10" BFV
INV=571.42
STA:13+22.00
10" CHECK VALVE
INV=571.47
STA=11+03.06
10" 45° BEND
INV = 570.20
STA=11+06.79
10" 45° BEND
INV = 566.68
STA=11+21.22
10" 45° BEND
INV = 566.68
STA=11+56.26
10" 45° BEND
INV = 566.68
STA=12+01.46
10" 45° BEND
INV = 566.66
STA=12+06
10" 45° BEND
INV = 571.19
Plot Date: 4/7/2023 9:33:50 AM
SCALE

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
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JDM
JM
91C08
30 CIVIL

PLAN AND PROFILE

PAU OUTLET YARD PIPING
8660F1091C08.dwg atucker 8660F10
Know what's below.

Callbefore you dig.

KEY NOTES:

1. REFER TO DRAWING 91M01 FOR CONTINUATION
AND CONNECTION TO PUMP STATION.

2. SEE DETAIL P300/TYP FOR CONNECTION TO
EXISTING WET WELL. CONTRACTOR TO VERIFY

CONNECTION POINT AND SUPPORT ADJACENT
YARD PIPING WHILE EXCAVATING. CONNECTION

LOCATION SHOULD NOT INTERFERE WITH
EXISTING EFFLUENT FLOW TRANSMITTER.

3. CROSSING DEPTH UNKNOWN. CONTRACTOR TO
VERIFY PRIOR TO EXCAVATION.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY OR PIPE
CROSSINGS PRIOR TO CONSTRUCTION.

X
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 10' 20' 40'
SCALE: 1" = 20'
(VERT)
1 2
STA. 13+93.65
N=2169400.29
E=6223755.35

CONNECTION TO

CHLORINATION FACILITY

EX STORM DRAIN PUMP

STATION (ABANDONED)
EX 4" RCW
EX 24" FE
EX 14" BW
(ABANDONED)
EX 4" FW

PAU PUMP

STATION INLET

EX BACKWASH

PUMP STATION

EX CHLORINE

CONTACT BASINS
EX 24" FE

EX DAFT BUILDING

EX CHEMICAL STORAGE
EX 42" SE
EX 24" WW

EX RECLAIMED

WATER FILTERS

EX AWT WET WELL

EX AWT FACILITY

PAU PUMP STATION
FILE:

PLAN
8660F1073C0801
FILE:

PROFILE
8660F1073C0801

EX CHLORINATION

FACILITY
TYP
MP532
(TYP)
3 3
3 3
91S03
E
1 2
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:16:23-07'00'

580
584
588
592
596
600
604
608
612
580
584
588
592
596
600
604
608
612
A9+00 A10+00 A11+00 A12+00 A13+00 A14+00 A15+00 A16+00 A17+00 A18+00 A19+00

EXISTING GRADE
STA A10+18.60
INV=593.82
18" 22.5° BEND
STA A10+63.72
INV=590.91
18" 90° VERT BEND
STA A13+00.61
INV=596.62
18" 90° VERT BEND
STA A13+00.61
INV=590.91
18" 90° VERT BEND
EX 6" W
INV=599.3±

EX W
INV=600.6±
EX 6" SS
INV=593.8±
STA B10+62.22
CARV
STA A12+95.60

BLOW OFF
M-28
STA A10+05.00

METER TAP
STA A10+15.39
INV=593.90
18" X 16" RED
STA A17+76.16
INV=598.11
STA A10+63.72
INV=596.52
18" 90° VERT BEND
18" RW
STA A10+02.50
CARV
EX 16" RW
STA=A10+09.83
16" BFV
STA A10+14.54

METER TAP
STA=A13+10.84
18" BFV
S=-6.27%
S=-1.01%
S=-0.50%
S=-0.09%
STA A13+04.68CARV
STA A13+29.02
INV=596.61
18" 45° BEND
STA A13+72.15
INV=596.61
18" 45° BEND
EX 21" SS
INV=592.6±
STA A13+98.58
INV=596.60
18" 45° BEND
STA A15+28.29
INV=597.89

STATE (CALTRANS) ROW
227 LF OF 30" STEEL CASING
INSTALL 227 LF OF FPVC DR 18 INSTALL 318 LF OF FPVC DR 18 INSTALL 288 LF OF 18" PVC DR18 TYP
CY165
TYP
CY111
TYP
CY111
STA A10+00.00STA A16+12.00
EX 21" SS EX 15" SS
EX 18" W

EX T

EX E

EX OHW
EX 16" W

EX W
18" RW
STA A10+18.60
N=2186266.20
E=6222080.74
18" 22.5° BEND
STA A10+63.72
N=2186261.41
E=6222035.87
2-18" 90° VERT BEND
STA A13+00.61
N=2186263.25
E=6221798.99
2- 18" 90° VERT BEND
STA A13+29.02
N=2186283.34
E=6221778.91
18" 45° BEND
STA A13+72.15
N=2186283.34
E=6221735.78
18" 45° BEND
STA A13+98.58
N=2186302.04
E=6221717.09
18" 45° BEND
16" RW
STA A10+15.39
N=2186267.74
E=6222083.56
18" X 16" RED

EX OHW
A10+00
A11+00 A12+00
A13+00
A14+00
A15+00 A16+00 A17+00 A18+00 A19+00
STA A10+00
N=2186274.93
E=6222097.17
16" 90° BEND

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
Plot Date: 4/7/2023 9:34:29 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
JM
99C01
31 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A09+40 TO A19+00
8660F1099C01.dwg JDiDonato 8660F10
4 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

THIS SHEET
Know what's below.

Callbefore you dig.

BRU

BRUSH STREET
STATE HIGHWAY 101

REMOVE EX
16" RW LINE

RECEIVING PIT

JACKING PIT
TYP
CY745
3 5 1 1
2 PROPOSED METER

SERVICE LINE
REMOVE EX. CARV
3 WATER METER M-28
CARV
16" BFV
TYP
CY715
TYP
CARV CY745
TYP
CY745 CARV

BLOW OFF
TYP
CY733
TYP
18" BFV CY715
1 6
KEY NOTES:

1. VERTICAL BEND ACHIEVED BY PULLING JOINTS IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED

DEFLECTION CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. HORIZONTAL ALIGNMENT CHANGE ACHIEVED BY
ROTATING VERTICAL 90 DEGREE BEND 45

DEGREES

3. EXISTING WATER METER INSTALLED AS PART OF
PHASE 3 SCOPE, SHALL BE REUSED AND
REINSTALLED DURING PHASE 4 CONSTRUCTION.

4. MAINTAIN MINIMUM 12 FT CLEARANCE BETWEEN
GRADE AND TOP OF CASING.

5. VERTICAL BEND ACHIEVED BY ROLLING
HORIZONTAL BEND 8.7 DEGREES.

6. HORIZONTAL ALIGNMENT CHANGE ACHIEVED BY
ROTATING VERTICAL 90 DEGREE BEND 6.5
DEGREES.

GENERAL NOTES:

1. SEE RECYCLED WATER PROJECT PHASE 1 TO 3
PLANS FOR EXISTING RW PIPE ALIGNMENT.

2. CONTRACTOR TO DETERMINE FINAL LAUNCHING
AND RECEIVING PIT SIZE.

3. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

4. CONTRACTOR TO ASSUME THAT ANY VERTICAL

BENDS SHOWN ON THE PLANS ARE ROTATED

FROM THE CORRESPONDING HORIZONTAL BENDS
UNLESS NOTED OTHERWISE.

INSTALL 16 LF OF 16"
FPVC DR 18
INSTALL 51 LF OF 18" FPVC DR 18

N ORCHARD AVE
MATCH LINE STA A19+00 SEE DWG 99C02
TYP
CY111
TYP
CY165
TYP
CY111
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
#
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:07:22-07'00'

EX 15" SS
A19+00 A20+00 A21+00 A22+00
A23+00
A24+00 A25+00 A26+00 A27+00
A28+00 A29+00
EX 15" SS
EX 12" W

EX W EX OHW

EX W
EX 6" SS

EX G

EX OHW

EX OHW

EX OHW

EX W

EX W
EX 15" SS EX OHW
EX 16" W

EX OHW
EX 6" SS

EX W
EX 16" W
STA A22+90.95
N=2186305.00
E=6220826.65
18" 45° BEND
STA A22+84.34
N=2186300.33
E=6220831.34
18" 45° BEND
STA A27+73.29
N=2186304.07
E=6220344.32
18" 22.5° BEND
STA A27+88.13
N=2186298.36
E=6220330.61
18" 22.5° BEND
18'' RW
TYP
CARV CY745

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
588
592
596
600
604
608
612
616
588
592
596
600
604
608
612
616
A19+00 A20+00 A21+00 A22+00 A23+00 A24+00 A25+00 A26+00 A27+00 A28+00 A29+00

EXISTING GRADE

EX W
INV=603.4±

EX W LATERAL
INV=606.2±

EX W LATERAL
INV=606.3±
EX 6" SS
INV=597.6±
EX 15" SS
INV=597.4±
EX 6" SS
INV=598.8±

EX GAS
INV=607.1±

EX GAS
INV=607.1±

EX W
INV=607.2±
INSTALL 1000 LF OF 18" PVC DR 18
TYP
CY111
STA A27+73.29
INV=602.59
18" 22.5° BEND
STA A24+50.14
CARV
18" RW
STA A22+52.00STA A23+24.00

RESTRAINED

JOINTS REQ'D
STA A27+57.00STA A28+05.00

RESTRAINED

JOINTS REQ'D
S=-0.50%
S=-1.19%
S=-2.07%
S=-0.20%
S=-0.05%
STA A21+49.42
INV=599.99
STA A22+84.34
INV=600.06
18" 45° BEND
STA A22+90.95
INV=600.07
18" 45° BEND
STA A24+48.88
INV=601.94
STA A27+88.13
INV=602.90
18" 22.5° BEND
Plot Date: 4/6/2023 9:28:19 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C02
32 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A19+00 TO STA A29+00
8660F1099C02.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

MATCH LINE STA 19+00 SEE DWG 99C01
MATCH LINE STA 29+00 SEE DWG 99C03
1 1 1 1 1
2 KEY NOTES:

1. VERTICAL BEND ACHIEVED BY PULLING JOINTS IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED

DEFLECTION CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. LOCATE ARV MINIMUM 15 FEET FROM SANITARY
SEWER.

GENERAL NOTES:

1. THE CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

2. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

ORR STREET
#

BRUSH STREET

THIS SHEET
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:07:39-07'00'

EX 15" SS
EX 6" SS
EX 15" SS
A29+00 A30+00
A31+00 A32+00 A33+00 A34+00 A35+00 A36+00 A37+00 A38+00 A39+00
EX 12" RW
EX 12" W EX OHW

EX OHW

EX OHW

EX T

EX W

EX T

EX E EX T
EX 15" SS

EX E

EX OHW

EX E

EX T

EX OHW
EX 12" W

EX OHW

EX OHW

EX T

EX T
EX 10"x18" SD
EX 12" SS

EX W
STA A33+84.31
N=2186280.61
E=6219741.18
2-18" 90° VERT BEND
STA A32+26.17
N=2186280.65
E=6219899.32
2-18" 90° VERT BEND
STA A30+36.30
N=2186296.93
E=6220082.45
18" 45° BEND
STA A30+59.21
N=2186280.70
E=6220066.28
18" 45° BEND

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
592
596
600
604
608
612
616
620
624
592
596
600
604
608
612
616
620
624
A29+00 A30+00 A31+00 A32+00 A33+00 A34+00 A35+00 A36+00 A37+00 A38+00 A39+00

EXISTING GRADE
144.99 LF OF 30" STEEL CASING
TYP
CY165

NORTH COAST

RAILWAY AUTHORITY
STA A29+28.30
INV=605.79
EX 15" SS
INV=597.7±
EX 6" SS
INV=604.9±
STA A32+26.17
INV=606.80
18" 90° VERT BEND
STA A33+84.31
INV=605.10
18" 90° VERT BEND
EX 18" SD
INV=610.5±

EX W
INV=609.7±

EX T
INV=611.7±

EX GAS
INV=608.6±

EX W LATERAL
INV=608.2±

EX T
INV=608.1±

EX W
INV=609.0±

EX GAS
INV=609.4±

EX GAS
INV=610.5±

EX W
INV=613.2±
EX 12" SS
INV=600.8±
EX 12" SS
INV=601.2±
STA A33+81.77

BLOWOFF
160 LF OF EX 12" DR18
STA A32+24.00
CARV
STA A35+40.02
CARV
STA A37+39.00

BLOW OFF
18'' RW
EX 15 ' SS
INV=601.9±
EX 18" SD
INV=608.5±
S=-0.34%
S=0.91%
STA A30+36.30
INV=606.16
18" 45° BEND
STA A30+59.21
INV=606.23
18" 45° BEND
STA=A31+79.82
18" BFV
STA A32+26.17
INV=598.24
18" 90° VERT BEND
STA A33+84.31
INV=598.24
18" 90° VERT BEND
STA=A34+19.82
18" BFV
STA A35+39.82
INV=605.10
STA A37+40.40
INV=603.67
18" x 12" RED

TIE-IN TO

EXISTING LINE
S=-0.08%
STA A37+00.00
INV=603.65
Plot Date: 4/7/2023 9:51:18 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
JM
99C03
33 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A29+00 TO STA A39+00
8660F1099C03.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

JACKING PIT

RECEIVING PIT
MATCH LINE STA 29+00 SEE DWG 99C02MATCH LINE STA 39+00 SEE DWG 99C04 2 2
3 TIE-IN TO EXISTING
12" RW PIPELINE
4 4
INSTALL 321 LF OF 18" FPVC DR 18
STA A29+11
STA A37+40
TYP
CY745 CARV
18" BFV
TYP
CY715
BLOW

TYP OFF
CY733
18" BFV
TYP
CY715
CARV
TYP
CY745
BLOW

TYP OFF
CY733
1 KEY NOTES:

1. SEE CITY AS BUILTS FOR EXISTING 12" RW
ALIGNMENT INFORMATION. CONTRACTOR SHALL

CONFIRM EXISTING JOINT RESTRAINT PRIOR TO
OPEN CUT EXCAVATION. IF JOINT RESTRAINT IS

NOT PRESENT, CONTRACTOR SHALL INSTALL
JOINT RESTRAINTS OF SUFFICIENT LENGTH.

2. VERTICAL BEND ACHIEVED BY PULLING JOINT IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

3. MAINTAIN MINIMUM 12 FT CLEARANCE BETWEEN
GRADE AND TOP OF CASING.

4. CONTRACTOR TO VERIFY EXACT TIE-IN LOCATION
TO EXISTING 12 INCH RW LINE PRIOR TO
CONSTRUCTION.

5. REMOVE EXISTING CAP.

GENERAL NOTES:

1. CONTRACTOR TO DETERMINE FINAL JACKING
AND RECEIVING PIT SIZE.

2. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

BRUSH STREET
5 INSTALL 11 LF OF 18" PVC DR 18
INSTALL 145 LF OF 18" FPVC DR 18 INSTALL 362 LF OF 18" FPVC DR 18

MAZZONI STREET

THIS SHEET
2 5
TYP
CY165
TYP
CY111
TYP
CY111 TYP
CY111
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
#
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:07:53-07'00'

EX 12" SS
EX 16"X29" SS
EX 10"X18" SD
EX 6" SS
A39+00 A40+00 A41+00
A42+00 A43+00 A44+00
EX 12" RW A45+00 A46+00 A47+00 A48+00 A49+00
EX 12" W
EX 18" SD

EX W EX T EX OHW
EX 10" SS

EX W

EX W
EX 6" SS

EX OHW

EX OHW EX OHW
EX 6" SS

EX OHW
EX 16" W

EX G

EX T EX W EX W

EX OHW

EX E

EX OHW
STA A44+09.91
N=2186293.39
E=6218725.04
18" 45° BEND
STA A44+30.23
N=2186278.96
E=6218710.47
18" 45° BEND
18" RW
STA A43+93.86
N=2186293.20
E=6218741.08
18" x 12" RED

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
616
620
624
628
632
636
640
644
648
616
620
624
628
632
636
640
644
648
A39+00 A40+00 A41+00 A42+00 A43+00 A44+00 A45+00 A46+00 A47+00 A48+00 A49+00

EXISTING GRADE
EXISTING 12" CITY LINE EXTENDS
BELOW DRAWING DATUM (NOTE 1)
EX 12" SS
INV=628.0±

EX E
INV=616.4±

EX GAS
INV=624.6±

EX W LATERAL
INV=625.0±

EX W LATERAL
INV=626.6±

EX W LATERAL
INV=627.3±
EX 6" SS
INV=627.7±

EX GAS
INV=628.3±

EX W
INV=628.4±
EX 6" SS
INV=630.1±

EX W LATERAL
INV=630.2±

EX E
INV=631.7±
EX 6" SS
INV=634.5±

EX W LATERAL
INV=634.8±

EX W LATERAL
INV=636.0±

EX E
INV=636.1±

EX W LATERAL
INV=636.6±

EX GAS
INV=636.6±

EX W LATERAL
INV=637.6±

EX W LATERAL
INV=638.4±

EX W LATERAL
INV=639.0±

EX W LATERAL
INV=639.2±

EX GAS
INV=639.2±
INSTALL 506 LF OF 18" PVC DR 18
TYP
CY111

RESTRAINED JOINTS REQUIRED
STA A47+77.30
CARV
S=-2.39%
S=-1.26%
490 LF OF EX 12" PVC
STA A43+96.00
CARV
STA A43+93.86
INV=630.83
18" x 12" RED

TIE-IN TO

EXISTING RW LINE
STA A44+09.91
INV=630.85
18" 45° BEND
STA A44+30.23
INV=630.85
18" 45° BEND
STA=A44+59.82
18" BFV
STA A45+86.92
INV=634.61
STA A47+25.36
INV=636.36
STA A47+77.12
INV=636.36
S=-1.72%
Plot Date: 4/7/2023 9:52:35 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
JM
99C04
34 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A39+00 TO STA A49+00
8660F1099C04.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

MATCH LINE STA A39+00 SEE DWG 99C03
MATCH LINE STA A49+00 SEE DWG 99C05
2 1 1 1

EXISTING WATER VALVE -

CONTRACTOR TO VERIFY

LOCATION
CARV
TYP
CY745
18" BFV
TYP
CY715
CARV
TYP
CY745
4 5
KEY NOTES:

1. VERTICAL BEND ACHIEVED BY PULLING JOINT IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. CONTRACTOR TO VERIFY EXACT TIE-IN LOCATION
TO EXISTING 12 INCH RW LINE PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL CONFIRM

EXISTING JOINT RESTRAINT PRIOR TO OPEN CUT
EXCAVATION. IF JOINT RESTRAINT IS NOT

PRESENT, CONTRACTOR SHALL INSTALL JOINT
RESTRAINTS OF SUFFICIENT LENGTH.

3. REMOVE EXISTING CAP.

4. SEE CITY AS BUILTS FOR EXISTING 12" RW
ALIGNMENT AND PIPE INFORMATION.

5. VERTICAL BEND ACHIEVED BY ROLLING
HORIZONTAL BEND.

GENERAL NOTES:

1. SEE CITY AS BUILTS FOR EXISTING 12 INCH RW
ALIGNMENT AND PIPE INFORMATION.

2. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.
3 STA A43+95
STA A49+80

LOW GAP RD

N STATE ST

EX E EX G

THIS SHEET
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
#
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:08:08-07'00'

A49+00
A50+00
A51+00
A52+00 A53+00 A54+00 A55+00 A56+00 A57+00 A58+00 A59+00 B10+00
B11+00
C10+00
C11+00
C12+00
EX 8" SS
EX 8" SS EX 6" SS
EX 12" SS
EX 8" SS
EX 12" SD
EX 6" SS EX 18" SD

EX E

EX T

EX OHW
EX 6" SS
EX 16" W

EX W

EX OHW

EX E

EX CATV

EX T
EX 10" W

EX E

EX G
EX 6" SS
EX 12" W

EX OHW

EX W

EX E

EX T

EX E

EX T
EX 16" W
EX 8" W EX E
STA A51+26.74
N=2186297.53
E=6218023.16
18" 11.25° BEND
18" RW
STA A57+58.79
N=2186489.35
E=6217421.45
18"x6" RED WYE
STA A57+75.22
N=2186494.58
E=6217405.87
18"x12" RED TEE
10'' RW
12" RW
6" RW
EX 12" SS
STA A49+97.45
N=2186275.60
E=6218143.26
18" 45° BEND
STA A50+29.13
N=2186297.91
E=6218120.77
18" 45° BEND
STA A51+99.29
N=2186311.12
E=6217951.84
18" 11.25° BEND

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
628
632
636
640
644
648
652
656
660
628
632
636
640
644
648
652
656
660
A49+00 A50+00 A51+00 A52+00 A53+00 A54+00 A55+00 A56+00 A57+00 A58+00 A59+00

EXISTING GRADE
STA A51+26.74
INV=638.55
18" 11.25° BEND
STA A57+58.79
INV=643.79
18"x6" RED WYE

EX W
INV=639.7±

EX T
INV=638.3±

EX GAS
INV=640.1±

EX E
INV=640.5±
EX 8" SS
INV=639.2±

EX GAS
INV=640.2±

EX W LATERAL
INV=640.5±
EX 12" SS
INV=635.0±

EX E
INV=640.6±

EX W LATERAL
INV=641.8±

EX W LATERAL
INV=642.8±
EX 2" GAS
INV=643.4±
STA A49+96.00

BLOW OFF
EX 6" W
INV=644.0±

EX GAS
INV=644.6±
EX 6" W
INV=646.2±
EX 6" SS
INV=646.4±
EX 2" GAS
INV=646.8±
EX 2" GAS
INV=647.5±

EX W LATERAL
INV=647.0±

EX GAS
INV=646.8±
STA A57+45.96
CARV

EX COMM
INV=648.5±
EX 18" SD
INV=648.5±

EX E
INV=649.3±
EX 8" W
INV=647.9±
EX 8" SS
INV=648.8±
EX 10" W
INV=646.9±

EX E
INV=646.1±

EX GAS
INV=648.2±
TYP
CY111
STA A51+99.29
INV=639.82
18" 11.25° BEND
S=-6.21%
S=-1.79%
S=-1.04%
S=-1.72%
S=-0.51%
S=-0.31% S=0.06%
STA A49+60STA A50+60STA A51+18STA A51+35STA A51+90STA A52+10

EX G
INV=640.0±

EX G
INV=640.0±
STA A55+20
STA A49+97.45
INV=632.58
18" 45° BEND
STA A50+29.13
INV=632.58
18" 45° BEND
STA A54+59.82
INV=642.51
STA A56+39.82
INV=643.42
STA=A57+39.82
18" BFV
STA A57+75.22
INV=643.84
18"x12" RED TEE
STA A58+13.22
INV=643.82
18" x 10" RED
STA A58+69.82
INV=644.13
S=0.08% S=0.06%

RESTRAINED JOINTS REQ'D
INSTALL 914 LF OF 18" PVC DR18
INSTALL 87 LF OF 10" PVC DR18

RESTRAINED

JOINTS REQ'D

RESTRAINED

RESTRAINED JOINTS REQ'D JOINTS REQ'D
Plot Date: 4/6/2023 9:33:17 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C05
35 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A49+00 TO STA A59+00
8660F1099C05.dwg JDiDonato 8660F10

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
MATCH LINE STA A59+00 SEE DWG 99C06
MATCH LINE STA A49+00 SEE DWG 99C04
Know what's below.

Callbefore you dig.

TYP
CY111
CARV
TYP
CY745
18" BFV
TYP
CY715
BLOW

OFF TYP
CY733
2 KEY NOTES:

1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. VERTICAL BEND ACHIEVED BY ROLLING
HORIZONTAL BEND.

3. CONTRACTOR SHALL REPLACE ANY CURB AND

GUTTER THAT IS DAMAGED AS A RESULT OF
PIPELINE INSTALLATION. REPLACE PER CITY OF

UKIAH STANDARD SPECIFICATIONS AND SECTION
02772.

4. CONTRACTOR SHALL PROTECT EXISTING SSMH
DURING PIPELINE INSTALLATION. REPLACE IF
DAMAGED. ADJUST PIPELINE ALIGNMENT AS
REQUIRED.

5. CONTRACTOR SHALL PROTECT EXISTING VALVE
DURING PIPELINE INSTALLATION. REPLACE IF
DAMAGED. ADJUST PIPELINE ALIGNMENT AS
REQUIRED.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

3. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING. N BUSH ST

N PINE ST

N OAK ST
ELM ST

LOW GAP RD
EX 12" SS

EX G

EX OHW

EX W

THIS SHEET
2 2 2 1 1 1
3 3
3 3
3 FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
#
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:08:22-07'00'

A59+00 A60+00 A61+00 A62+00 A63+00 A64+00 A65+00 A66+00 A67+00 A68+00 A69+00 EX 18" SD
EX 12" SS
EX 6" W

EX T

EX E EX E

EX T EX 8" W

EX G EX OHW

EX W

EX OHW

EX E EX OHW EX 6" W

EX G

EX E EX T
10" RW EX 8" W

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
636
640
644
648
652
656
660
664
668
636
640
644
648
652
656
660
664
668
A59+00 A60+00 A61+00 A62+00 A63+00 A64+00 A65+00 A66+00 A67+00 A68+00 A69+00

EXISTING GRADE

EX W LATERAL
INV=648.8±

EX W LATERAL
INV=648.8±

EX W LATERAL
INV=648.8±

EX W
INV=648.4±

EX W
INV=648.5±

EX W LATERAL
INV=648.5±
EX 6" W
INV=648.0±

EX W LATERAL
INV=648.2±

EX GAS
INV=647.7±

EX GAS
INV=647.5±

EX W LATERAL
INV=647.6±
EX 18" SD
INV=648.1±

EX E
INV=649.5±

EX W LATERAL
INV=648.6±

EX W
INV=650.9±

EX E
INV=653.8±

EX COMM
INV=654.4±
EX 6" SS
INV=642.3±
INSTALL 1000 LF OF 10" PVC DR18
TYP
CY111
S=-0.16%
S=-0.98%
S=-0.77%
S=-2.75%
S=-3.16%
STA A62+36.40
INV=644.71
STA A64+45.81
INV=646.76
STA A66+59.03
INV=648.40
STA A67+79.03
INV=651.71
STA A59+62.00

RESTRAINED

JOINTS REQ'D
Plot Date: 4/7/2023 9:54:00 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
JM
99C06
36 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A59+00 TO STA A69+00
8660F1099C06.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

MATCH LINE STA A59+00 SEE DWG 99C05
MATCH LINE STA A69+00 SEE DWG 99C07
KEY NOTES:

1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. CONTRACTOR SHALL PROTECT EXISTING VALVE
DURING PIPELINE INSTALLATION. REPLACE IF
DAMAGED. ADJUST PIPELINE ALIGNMENT AS
REQUIRED.

3. CONTRACTOR SHALL REPLACE ANY CURB AND

GUTTER THAT IS DAMAGED AS A RESULT OF
PIPELINE INSTALLATION. REPLACE PER CITY OF

UKIAH STANDARD SPECIFICATIONS AND SECTION
02772.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

3. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING.

LOW GAP RD

N BUSH ST

COTTAGE LN

THIS SHEET
1 1 1 1
2 3
2 FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
#
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:08:38-07'00'

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
A69+00 A70+00 A71+00 A72+00 A73+00 A74+00 A75+00 A76+00 A77+00 A78+00 A79+00 EX 12" SS
EX 18" SD
EX 8" W EX OHW

EX E
EX 6" SS

EX E

EX T

EX G EX E

EX OHW EX W

EX OHW

EX W

EX W

EX W

EX OHW EX OHW EX OHW EX T

EX T

EX T

EX T
10'' RW
644
648
652
656
660
664
668
672
676
644
648
652
656
660
664
668
672
676
A69+00 A70+00 A71+00 A72+00 A73+00 A74+00 A75+00 A76+00 A77+00 A78+00 A79+00

EXISTING GRADE

EX W LATERAL
INV=661.4±

EX COMM
INV=667.5±

EX COMM
INV=667.8±
EX 18" SD
INV=666.8±
INSTALL 1000 LF OF 10" PVC DR18
TYP
CY111
STA A70+01.12
CARV
M-403
STA A70+68.30

METER TAP
STA A69+73.00
STA A72+27.00

RESTRAINED JOINTS REQ'D
S=-1.23%
S=-3.16%
S=-0.87%
S=-0.61%
S=-0.71%
STA A70+00.15
INV=658.69
STA=A70+99.82
10" GV
STA A71+59.03
INV=660.65
STA A73+29.03
INV=662.12
STA A78+49.42
INV=665.30
Plot Date: 4/7/2023 9:56:16 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
JM
99C07
37 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A69+00 TO STA A79+00
8660F1099C07.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

MATCH LINE STA A69+00 SEE DWG 99C06
M-403
MATCH LINE STA A79+00 SEE DWG 99C08

WATER METER
CARV
TYP
CY745
TYP
CY901
10" GV
TYP
CY716
KEY NOTES:

1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. CONTRACTOR SHALL REPLACE ANY CURB AND

GUTTER THAT IS DAMAGED AS A RESULT OF
PIPELINE INSTALLATION. REPLACE PER CITY OF

UKIAH STANDARD SPECIFICATIONS AND SECTION
02772.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

3. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING.
#

LOW GAP RD

THIS SHEET
1 1 1 1
2 2
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:08:52-07'00'

660
664
668
672
676
680
684
688
692
660
664
668
672
676
680
684
688
692
A79+00 A80+00 A81+00 A82+00 A83+00 A84+00 A85+00 A86+00 A87+00 A88+00 A89+00

EXISTING GRADE
INSTALL 1000 LF OF 10" PVC DR18
TYP
CY111

EX GAS
INV=668.2±

EX COMM
INV=669.5±

EX E
INV=669.6±

EX COMM
INV=669.6±
STA A82+60.00
INV=677.48
STA A83+50.00
INV=679.83
STA A84+70.00
INV=681.12
STA A87+20.00
INV=682.47
STA A87+20.00
CARV
M-404
STA A87+86.48

METER TAP
S=-0.71% S=-6.43%
S=-4.32%
S=-2.61%
S=-1.08%
S=-0.54%
S=-0.18% S=-0.18%

RESTRAINED JOINTS REQ'D
STA=A88+59.82
10" GV
RESTRAINED JOINTS REQ'D STA A80+05.15 INV=666.40 10" 90° BEND STA A80+18.19 INV=667.14 10" 11.25° BEND STA A79+60.00
STA A80+50.00STA A87+30.00
A79+00
A80+00
A81+00 A82+00 A83+00 A84+00 A85+00 A86+00 A87+00 A88+00 A89+00 EX 6" SS
EX 8" W

EX CATV

EX E

EX T

EX G

EX CATV
EX 8" W

EX E

EX T

EX E

EX OHW
10'' RW
STA A80+05.15
N=2187204.12
E=6215291.84
10" 90° BEND
STA A80+18.19
N=2187216.29
E=6215296.52
10" 11.25° BEND

EX G
10+00 9+0 11+00 12+00 13+00 14+00 14+41.55

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
Plot Date: 4/7/2023 10:02:34 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C08
38 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A79+00 TO STA A89+00
8660F1099C08.dwg JDiDonato 8660F10
M-404
WATER
METER

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
Know what's below.

Callbefore you dig.

MATCH LINE STA A79+00 SEE DWG 99C07
MATCH LINE STA A89+00 SEE DWG 99C09
TYP
CY901
CARV
TYP
CY745 10" GV
TYP
CY716
KEY NOTES:

1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. VERTICAL BEND ACHIEVED BY ROLLING
HORIZONTAL BEND.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

3. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING.
#

DESPINA DR

LOW GAP RD

THIS SHEET
2 2 1 1 1 1
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

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

A89+00 A89+55.99
10+00 9+0 11+00 12+00 13+00 14+00 14+41.55

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
668
672
676
680
684
688
692
696
700
668
672
676
680
684
688
692
696
700
A89+00 A90+00 A90+40

EXISTING GRADE
10 INCH

RESTRAINED
CAP
M-405
STA A89+54.00

METER TAP
STA A89+56.01
INV 682.89
STA A89+50.00
CARV
Plot Date: 4/7/2023 8:45:47 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C09
39 CIVIL

PLAN AND PROFILE ALIGNMENT A
STA A89+00 TO STA A89+55.99
8660F1099C09.dwg JDiDonato 8660F10

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
123456789 10 11 12 13
ABCDEF
123456789 10 11 12 13

ABCDEFG
G
®
No. 76832
Know what's below.

Callbefore you dig.

MATCH LINE STA A89+00 SEE DWG 99C08
M-405

WATER METER TYP
CY901
INSTALL 58 LF OF
10" PVC DR18

RESTRAINED

JOINTS REQUIRED
CARV
TYP
CY745
GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

STA A89+58

DESPINA DR
TYP
CPY111

THIS SHEET
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:09:22-07'00'

A57+00
A58+00
A59+00
C10+00
EX 8" SS EX 12" SD
EX 12" SD EX 12" SD
EX 12" SS
EX 6" SS
EX 12" SS
EX 8" SS
EX 18" SD
EX 8" W

EX CATV

EX T

EX E

EX E

EX E

EX CATV

EX T EX G EX E

EX G

EX E
STA B10+18.72
N=2186506.10
E=6217413.11
6" 11.25° BEND
STA B10+00
N=2186489.35
E=6217421.45
18"x6" RED WYE
B10+00 B11+00 B12+00 B13+00 B14+00 B15+00 B16+00 B17+00 B18+00 B19+00

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
636
640
644
648
652
656
660
664
668
636
640
644
648
652
656
660
664
668
B9+00 B10+00 B11+00 B12+00 B13+00 B14+00 B15+00 B16+00 B17+00 B18+00 B19+00 STA B10+00 INV=643.79 18"x6" RED WYE

EXISTING GRADE

EX E
INV=648.6±
EX 12" SD
INV=648.6±
EX 6" W
INV=647.8±

EX CATV
INV=649.4±

EX COMM
INV=649.6±

EX E
INV=650.0±

EX E
INV=651.4±

EX GAS
INV=654.0±

EX E
INV=655.2±
STA A14+84.40
INV=649.47
STA A18+25.90
INV=651.50
INSTALL 1000 LF OF 6" PVC DR18
TYP
CY111
STA B18+25.90
CARV
S=-1.18%
S=-0.59%
S=0.97%
STA B10+09.94

BLOW OFF

RESTRAINED JOINTS REQ'D

RESTRAINED

JOINTS REQ'D
STA B10+00.00STA B10+60.00
STA B10+18.72
INV=644.290
6" 11.25° BEND
STA=B10+606" GV
STA B18+90.00
Plot Date: 4/7/2023 10:04:51 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C10
40 CIVIL

PLAN AND PROFILE ALIGNMENT B
STA B9+00 TO STA B19+00
8660F1099C10.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

MATCH LINE STA B19+00 SEE DWG 99C11
1 1
BLOW

OFF TYP
CY733
6" GV
TYP
CY716

BIKE LANE STRIPING
CARV
TYP
CY745
2 N BUSH ST

LOW GAP RD

THIS SHEET
KEY NOTES:

1. BENDS TO BE ACHIEVED BY PULLING JOINTS IN
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. VERTICAL BEND ACHIEVED BY ROLLING
HORIZONTAL BEND.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

3. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING.
#
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:09:37-07'00'

640
644
648
652
656
660
664
668
672
640
644
648
652
656
660
664
668
672
B19+00 B20+00 B21+00 B22+00 B23+00 B24+00 B25+00 EX COMM INV=654.6± EX W LATERAL INV=651.2± EX W LATERAL INV=650.6± EX W LATERAL INV=650.2± EX W LATERAL INV=649.6± EX W LATERAL INV=649.2± STA B22+69.11 INV=647.182 6" 90° BEND STA B23+88.90 INV=647.710 6" 11.25° BEND STA B22+69.00 BLOW OFF INSTALL 516 LF OF 6" PVC DR18
TYP
CY111

EXISTING GRADE
M-402
STA B19+70.00

METER TAP
STA B19+94.81
INV=650.090
6" 45° BENDSTA B24+16.24
INV=648.310
6" RESTRAINED CAP
6" RW

EX GAS
INV=652.2±
S=1.06%
S=0.44%
S=2.20%

RESTRAINED JOINTS REQUIRED

RESTRAINED

JOINTS REQUIRED

RESTRAINED

JOINTS REQUIRED
S=0.96%
STA B19+71.65
INV=650.090
6" 45° WYE
STA=B20+406" GV
M-401
STA B24+13.00

METER TAP
STA B24+16.00CARV
STA B21+20.00STA B22+40.00STA B23+00.00STA B23+35.00STA B24+16.00

EX G

EX T

EX G
EX 8" W EX G

EX G
EX 6" SS
EX 6" W
EX 8" W

EX G EX 6" SS

EX G EX 6" W

EX G
STA B19+71.65
N=2187447.98
E=6217274.06
6" 45° WYE
STA B19+94.81
N=2187465.23
E=6217289.50
6" 45° BEND
STA B22+69.11
N=2187485.50
E=6217563.05
6" 90° BEND
STA B23+88.90
N=2187366.08
E=6217572.50
6" 11.25° BEND
6" RW
6" RWB24+16.34
B18+00 B19+00
B20+00 B21+00 B22+00
B23+00
B24+00

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
Plot Date: 4/7/2023 8:47:31 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C11
41 CIVIL

PLAN AND PROFILE ALIGNMENT B
STA B19+00 TO STA B24+16.34
8660F1099C11.dwg JDiDonato 8660F10

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
123456789 10 11 12 13
ABCDEF
123456789 10 11 12 13

ABCDEFG
G
®
No. 76832
Know what's below.

Callbefore you dig.

MATCH LINE STA B19+00 SEE DWG 99C10
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C11
41 CIVIL

PLAN AND PROFILE ALIGNMENT B
STA B19+00 TO STA B24+16.34
8660F1099C11.dwg JDiDonato 8660F10
M-401
WATER
METER
TYP
CY901
M-402
WATER

METER TYP
CY901
6" RESTRAINED CAP
6" GV
TYP
CY716
BLOW

TYP OFF
CY733
CARV
TYP
CY745
6" RESTRAINED CAP
2222
KEY NOTES:

1. VERTICAL BEND TO BE ACHIEVED BY PULLED
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. VERTICAL BEND ACHIEVED BY ROLLING
HORIZONTAL BEND.

3. CONTRACTOR SHALL REPLACE ANY CURB AND

GUTTER THAT IS DAMAGED AS A RESULT OF
PIPELINE INSTALLATION. REPLACE PER CITY OF

UKIAH STANDARD SPECIFICATIONS AND SECTION
02772.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

3. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING.
#

ARLINGTON DR LOCKWOOD DR

N BUSH ST

N PINE ST

THIS SHEET
3 3
3 3
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:09:53-07'00'

19+00 0+0 11+0 12+00 13+00 14+00 14+41.55

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
624
628
632
636
640
644
648
652
656
624
628
632
636
640
644
648
652
656
C9+00 C10+00 C11+00 C12+00 C13+00 C14+00 C15+00 C16+00 C17+00 C18+00 C19+00 TYP
CY111

EXISTING GRADE
INSTALL 1000 LF OF 12" PVC DR18

RESTRAINED JOINTS REQ'D RESTRAINED JOINTS REQUIRED
S=0.37% S=0.41% S=0.39%
S=1.18%
S=2.83%
S=2.96%
S=10.69%
S=0.12% S=0.03% S=0.91%
S=0.56%
EX 6" SS
INV=633.7±
EX 8" SS
INV=647.7±
EX 12" W
INV=647.4±

EX E
INV=649.1±

EX GAS
INV=647.8±

EX COMM
INV=648.2±

EX W (HYD)
INV=646.3±

EX COMM
INV=646.3±

EX GAS
INV=646.0±

EX W (HYD)
INV=644.2±

EX W (HYD)
INV=638.9±

EX W
INV=638.2±

EX GAS
INV=638.1±
EX 18" SD
INV=635.5±
EX 12" SD
INV=635.5±
EX 6" SS
INV=639.6±
STA C11+40.61
INV=643.56
STA C11+20.00
CARV
STA C16+12.37
CARV
M-406
STA C16+50.00

METER TAP
STA C10+62.34
INV=643.70
12" 45° BEND
STA C14+60.64
INV=638.79
STA C16+45.06
INV=630.89
12" 11.25° BEND
STA C16+56.80
INV=630.89
12" 45° BEND
STA C16+79
12" GV
STA C17+00.15
INV=630.90
12" 45° BEND
STA C17+38.60
INV=631.06
STA C18+00.15
INV=630.33
12" 90° BEND
STA C12+55.00STA C15+29.00STA C18+55.40
STA C11+01.05
12" GV
STA C16+15.05
INV=634.04
12" 90° BEND
STA C10+00.00 STA C10+00.00
INV=643.92
18"x12" RED TEE
STA C14+00.60
INV=640.49
STA A57+75.22
N=2186494.58
E=6217405.87
18"x12" RED TEE
STA C10+62.34
N=2186435.49
E=6217386.03
12" 45° BEND
STA C16+15.05
N=2185892.41
E=6217488.66
12" 90° BEND
STA C16+56.80
N=2185885.48
E=6217447.51
12" 45° BEND
STA C17+00.15
N=2185850.03
E=6217422.56
12" 45° BEND
STA C18+00.15
N=2185832.92
E=6217324.03
12" 90° BEND
C10+00
C11+00
C12+00
C13+00
C14+00
C15+00
C16+00
C17+00
C18+00
C19+00
B10+00
A55+00 A56+00 A57+00 A58+00
EX 12" SS
EX 6" SS
EX 6" SS
EX 12" SD
EX 18" SD
EX 18" SD

EX T

EX G

EX OHW
EX 16" W

EX W

EX W

EX W

EX W

EX W

EX OHW

EX OHW

EX OHW

EX W

EX W

EX G

EX OHW
EX 6" SS

EX W

EX OHW
EX 18" SD
EX 6" SS
12" RW
12" GV
Plot Date: 4/7/2023 5:15:17 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C12
42 CIVIL

PLAN AND PROFILE ALIGNMENT C
STA C10+00 TO STA C19+00
8660F1099C12.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

M-406
WATER
METER
2 TYP
CY901
CARV
TYP
CY745
CARV
TYP
CY745
12" GV
TYP
CY716
1 KEY NOTES:

1. VERTICAL BEND TO BE ACHIEVED BY ROTATING
HORIZONTAL BEND.

2. VERTICAL BEND TO BE ACHIEVED BY PULLED
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

3. CONTRACTOR SHALL REPLACE ANY CURB AND

GUTTER THAT IS DAMAGED AS A RESULT OF
PIPELINE INSTALLATION. REPLACE PER CITY OF

UKIAH STANDARD SPECIFICATIONS AND SECTION
02772.

4. CONTRACTOR SHALL PROTECT EXISTING SSMH
DURING PIPELINE INSTALLATION. REPLACE IF
DAMAGED. ADJUST PIPELINE ALIGNMENT AS
REQUIRED.

5. CONTRACTOR SHALL PROTECT EXISTING VALVE
DURING PIPELINE INSTALLATION. REPLACE IF
DAMAGED. ADJUST PIPELINE ALIGNMENT AS
REQUIRED.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ASSUME THAT ANY

VERTICAL BENDS SHOWN ARE ROTATED FROM

CORRESPONDING HORIZONTAL BENDS UNLESS
NOTED OTHERWISE.

3. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING.
#
MATCH LINE STA C19+00 SEE DWG 99C13

LOW GAP RD

N BUSH ST

THIS SHEET
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
TYP
CY716
4 3
5 2 2 1 1
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:10:13-07'00'

620
624
628
632
636
640
644
648
652
620
624
628
632
636
640
644
648
652
C19+00 C20+00 C21+00 C22+00 C23+00 C24+00 C25+00 C26+00 C27+00 C28+00 C29+00 S=0.56% S=-0.58%
S=-0.82%
S=-0.01% S=0.01% S=0.01%
S=1.36%
STA C21+26.74
INV=628.65
12" 90° BEND
STA C21+36.62
INV=628.70
12" 11.25° BEND
STA C25+25.51
INV=631.90
12" 11.25° BEND
STA C25+98.71
12" GV
STA C27+44.72
INV=631.90
12" 11.25° BEND
STA C27+65.60
INV=631.90
EX 18" SD
INV=633.0±
STA C21+24.73

BLOW OFF

EXISTING GRADE
INSTALL 1000 LF OF 12" PVC DR18

RESTRAINED JOINTS REQ'D
STA C20+74.00STA C21+82.00

RESTRAINED JOINTS REQ'D
STA C24+49.00STA C27+70.00
STA C27+40.00
CARV
M-407
STA C24+80.00

METER TAP
TYP
CY111
STA C25+25.51
N=2185532.67
E=6216981.94
12" 11.25° BEND
STA C27+44.72
N=2185588.20
E=6216769.88
12" 11.25° BEND
C24+00
C25+00
C26+00 C27+00
C28+00
C29+00
STA C21+26.74
N=2185511.15
E=6217379.91
12" 90° BEND
STA C21+36.62
N=2185509.63
E=6217370.14
12" 11.25° BEND
12" RW 12" RW
C18+00
C19+00
C20+00
C21+00
C22+00
C23+00
C24+00
9+00

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
Plot Date: 4/7/2023 5:29:43 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C13
43 CIVIL

PLAN AND PROFILE ALIGNMENT C
STA C19+00 TO STA C29+00
8660F1099C13.dwg JDiDonato 8660F10

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

THIS SHEET
MATCH LINE STA C23+40 SEE LEFT
MATCH LINE STA C19+00 SEE DWG 99C12
Know what's below.

Callbefore you dig.

MATCH LINE STA C23+40 SEE RIGHT
MATCH LINE STA C29+00 SEE DWG 99C14
KEY NOTES:

1. APPROXIMATE SD LOCATION AND ELEVATION
BASED ON CITY GIS MAP. OUTFALL TO CREEK
WAS NOT FOUND IN THE FIELD. CONTRACTOR TO
FIELD VERIFY PRIOR TO CONSTRUCTION.

2. VERTICAL BEND TO BE ACHIEVED BY PULLED
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.
#
BLOW

OFF TYP
CY733
M-407
WATER
METER
TYP
CY901
1 EX-18" SD
TYP
CY715
CARV
TYP
CY745
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
2 Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:10:30-07'00'

624
628
632
636
640
644
648
652
656
660
624
628
632
636
640
644
648
652
656
660
C29+00 C30+00 C31+00 C32+00 C33+00 C34+00 C35+00 C36+00 C37+00 C38+00 C39+00 STA C29+96.23 INV=629.60 12" 22.5° BEND STA C30+10.59 INV=635.19 12" 22.5° BEND STA C32+16.94 INV=635.19 12" 22.5° BEND STA C33+25 INV=635.19 12" 90° BEND STA C33+25 INV=643.40 12" 90° BEND STA C34+30 INV=643.40 12" 90° BEND STA C34+30 INV=637.17 12" 90° BEND STA C35+34.79 INV=639.32 12" 11.25° BEND STA C38+50.21 INV=646.50 12" 11.25° BEND STA C29+35.18 INV=629.60 STA C34+71.65 INV=637.18 STA C35+74.21 INV=640.68 STA C36+62.55 INV=645.67 STA C37+14.75 INV=646.50 STA C29+75.00 BLOW OFF TYP
INSTALL 405 LF OF 12" PVC DR18 CY111

RESTRAINED JOINTS REQ'D
STA C31+75.00STA C35+80.00

RESTRAINED JOINTS REQ'D
STA C38+09.00
S=1.36% S=0.00% S=0.00%
S=-41.14%
S=0.00% S=0.00%
S=0.00%
S=-0.03%
S=-3.41%
S=-3.49%
S=-5.65%
S=-1.59%
S=0.00%
S=-19.86%
INSTALL 147 LF OF 12" DIP PC350 INSTALL 448 LF OF 12" PVC DR18 TYP
CY111

EXISTING GRADE
STA C33+05.00

PVC TO DI TRANSITION
STA C34+52.00
PVC TO DI TRANSITION STA C34+60.00

BLOW OFF
STA C29+55.64
INV=629.60
12" 22.5° BEND

RESTRAINED JOINTS REQ'D
STA C29+44.00STA C30+55.00
11+00
LIVE
OAK
AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
C29+00
C30+00
C31+00
C32+00
C33+00
C34+00
C35+00
C36+00 C37+00 C38+00 C39+00
STA C32+16.94
N=2185714.69
E=6216324.27
12" 22.5° BEND
STA C35+34.79
N=2185714.69
E=6216006.42
12" 11.25° BEND 12" RW
STA C29+55.64
N=2185600.56
E=6216559.32
12" 22.5° BEND
Plot Date: 4/7/2023 6:13:17 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C14
44 CIVIL

PLAN AND PROFILE ALIGNMENT C
STA C29+00 TO STA C39+00
8660F1099C14.dwg JDiDonato 8660F10

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

THIS SHEET
Know what's below.

Callbefore you dig.

MATCH LINE STA C29+00 SEE DWG 99C13
KEY NOTES:

1. HORIZONTAL BEND ACHIEVED BY ROTATING DUAL
90 DEGREE VERTICAL BENDS.

2. REFER TO SHEET 99S12 FOR BRIDGE, ABUTMENT,
AND PIPE CONNECTION DETAILS.

3. VERTICAL BEND TO BE ACHIEVED BY PULLED
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.
#
GENERAL NOTES:

1. NOT USED.

BLOW

OFF TYP
CY733
BLOW

OFF TYP
CY733
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH
MATCH LINE STA C39+00 SEE DWG 99C15
2 3
3 3 3 3
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:10:45-07'00'

648
652
656
660
664
668
672
676
680
684
648
652
656
660
664
668
672
676
680
684
C39+00 C40+00 C41+00 C42+00 C43+00 C44+00 C45+00 C46+00 C47+00 C48+00 C49+00 STA C39+63.47 INV=669.00 12" 11.25° BEND STA C39+77.40 INV=669.00 12" 45° BEND STA C40+14.21 INV=669.00 12" 45° BEND STA C40+56.63 INV=669.00 12" 11.25° BEND STA C40+86.72 INV=663.74 12" 22.5° BEND STA C41+52.61 INV=650.66 12" 11.25° BEND STA C41+58.52 INV=650.64 12" 11.25° BEND STA C43+18.76 INV=653.64 12" 11.25° BEND STA C40+00.00 CARV STA C45+23.97 INV=660.13 12" 11.25° BEND STA C45+33.66 INV=660.42 12" 11.25° BEND STA C45+75.21 INV=670.02 12" 11.25° BEND STA C45+84.50 INV=670.02 12" 11.25° BEND STA C46+68.39 INV=670.02 12" 90° BEND STA C48+81.67 INV=676.50 12" 90° BEND EX 6" SS INV=674.4± EX GAS INV=679.0± EX 8" SS INV=673.0± EX 6" UTIL INV=653.7± STA C39+90 12" GV STA C42+60.00 BLOW OFF STA C48+89.90 CARV TYP
INSTALL 1000 LF OF 12" PVC DR18 CY111

RESTRAINED JOINTS REQ'D
STA C41+65.00
STA C42+24.39
INV=650.67

EXISTING GRADE
S=-19.86%
S=0.00%
S=18.22%
S=19.98%
S=0.40%
S=-0.00%
S=-3.16%
S=-3.18%
S=-3.29%
S=-23.15%
S=0.16% S=0.00%
S=-3.50%
S=-2.76%
STA C47+55.92
INV=673.06
S=0.02%

RESTRAINED JOINTS REQ'D
STA C43+10.00STA C43+25.00

RESTRAINED JOINTS REQ'D
STA C45+15.00STA C47+25.00
RESTRAINED JOINTS REQ'D STA C48+25.00
M-408
STA C39+30.00
METER TAPM-409
STA C46+35.00

METER TAP
STA C39+77.40
N=2185817.96
E=6215576.02
12" 45° BEND
STA C40+14.21
N=2185798.71
E=6215544.63
12" 45° BEND
STA C40+86.72
N=2185728.21
E=6215527.72
12" 22.5° BEND
STA C41+58.52
N=2185657.29
E=6215538.96
12" 11.25° BEND
STA C43+18.76
N=2185497.17
E=6215532.69
12" 11.25° BEND
STA C45+23.97
N=2185297.62
E=6215484.84
12" 11.25° BEND
STA C45+84.50
N=2185237.14
E=6215482.48
12" 11.25° BEND
STA C46+68.39
N=2185156.13
E=6215460.98
12" 90° BEND
STA C48+81.67
N=2185086.95
E=6215662.74
12" 90° BEND
12" RW
C38+00
C39+00
C40+00
C41+00
C42+00
C43+00 C44+00
C45+00
C46+00
C47+00
C48+00
C49+00
11+00
LIVE
OAK
AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
Plot Date: 4/7/2023 11:32:02 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C15
45 CIVIL

PLAN AND PROFILE ALIGNMENT C
STA C39+00 TO STA C49+00
8660F1099C15.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.

KEY NOTES:

1. VERTICAL BEND TO BE ACHIEVED BY PULLED
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS
PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO REPLACE ALL ROAD STRIPING

DAMAGED BY PIPELINE REPLACEMENT PER
SECTION 02762. CONTRACTOR SHALL REPLACE
ENTIRETY OF DAMAGED STRIPING.
#

THIS SHEET
M-408
METER
TAP
12" BFV
CARV
M-409
METER
TAP
CARV
MATCH LINE STA C39+00 SEE DWG 99C14 MATCH LINE STA C49+00 SEE DWG 99C16 FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 20' 40' 80'
SCALE: 1" = 40'
(VERT)

KEY MAP
NORTH

BLOW OFF
EX 6" UTILITY
1 1
TYP
CY901
TYP
CY715
TYP
CY745
TYP
CY901
TYP
CY745
TYP
CY733
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:11:01-07'00'

NO PARKING

NO PARKING
NO

PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING
EX 6" SS

EX G
EX 4" W

EX W
EX 6" SS

EX OHW
EX 8" W
EX 8" W

EX OHW

EX OHW
STA C49+07.21
N=2185062.99
E=6215653.93
12" x 8" RED
C49+00 C50+00 C51+00 C52+00 C53+00 C54+00 C55+00
C56+00
C57+00
C58+00
C59+00
8" RW
STA C56+15.54
N=2184414.14
E=6215379.19
8" 11.25° BEND
STA C56+31.12
N=2184399.91
E=6215372.84
8" 22.5° BEND
STA C57+34.49
N=2184296.57
E=6215370.04
8" x 6" RED
STA. 54+84.74
N=2184520.88
E=6215454.77
Δ=15°07'40"

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
672
676
680
684
688
692
696
700
704
672
676
680
684
688
692
696
700
704
C49+00 C50+00 C51+00 C52+00 C53+00 C54+00 C55+00 C56+00 C57+00 C58+00 C59+00 EX GAS INV=679.0± EX W INV=686.3± EX 8" W INV=691.0± EX W LATERAL INV=693.4± STA C49+07.21 INV=676.67 12" x 8" RED STA C55+76.78 INV=688.35 8" 11.25° BEND STA C55+87.79 INV=690.36 8" 11.25° BEND STA C56+15.54 INV=690.82 8" 11.25° BEND STA C56+31.12 INV=690.98 8" 22.5° BEND STA C57+34.49 INV=692.42 8" x 6" RED STA C49+18.17 INV=676.67 STA C49+87.21 8" BFVSTA C53+33.90 INV=683.62 STA C54+84.74 INV=688.20 STA C57+14.50 8" GV

EXISTING GRADE
S=0.04% S=-1.67%
S=-1.67%
S=-3.04%
S=-0.16%
S=-19.92%
S=-1.09% S=-1.12% S=-0.99% S=-3.08%
S=-2.49%
TYP
CY111
INSTALL 7 LF OF 12" PVC DR18
INSTALL 827 LF OF 8" PVC DR18 TYP
CY111
INSTALL 162 LF OF 6" PVC DR18
TYP
CY111
RESTRAINED JOINTS REQ'D RESTRAINED JOINTS REQ'D STA C50+92.00 STA C55+93.00 STA C58+20.00
M-410
STA A57+00.00
METER TAPM-411
STA A57+30.00

METER TAP
Plot Date: 4/7/2023 11:32:39 AM
SCALE

KEY MAP
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C16
46 CIVIL

PLAN AND PROFILE ALIGNMENT C
STA C49+00 TO STA C59+00
8660F1099C16.dwg JDiDonato 8660F10

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
Know what's below.

Callbefore you dig.
8" BFV
TYP
CY715
KEY NOTES:

1. VERTICAL BEND TO BE ACHIEVED BY PULLED
PIPE. MAXIMUM ALLOWED DEFLECTION IS HALF

OF THE MANUFACTURER'S SPECIFIED
DEFLECTION. CONTRACTOR MAY DEFLECT MORE

THAN ONE JOINT TO ACHIEVE TOTAL
DEFLECTION.

2. VERTICAL BEND TO BE ACHIEVED BY ROTATING
HORIZONTAL BEND.

3. CONTRACTOR SHALL PROTECT EXISTING SSMH
DURING PIPELINE INSTALLATION. REPLACE IF
DAMAGED. ADJUST PIPELINE ALIGNMENT AS
REQUIRED.

4. CONTRACTOR SHALL REPLACE ANY CURB AND

GUTTER THAT IS DAMAGED AS A RESULT OF
PIPELINE INSTALLATION. REPLACE PER CITY OF

UKIAH STANDARD SPECIFICATIONS AND SECTION
02772.

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL UTILITY CROSSING
PRIOR TO CONSTRUCTION.