Ukiah City Council
April 19, 2023

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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.

2. THE 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.
#
M-411
TYP
CY901
8" GV
TYP
CY716
M-410
TYP
CY901

LIVE OAK AVE

LIVE OAK AVE

CYPRESS AVE

CLUBHOUSE DR

THIS SHEET
4 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
MATCH LINE STA C59+00 SEE DWG 99C17
MATCH LINE STA C49+00 SEE DWG 99C15
1 1
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:11:15-07'00'

688
692
696
700
704
708
712
716
720
688
692
696
700
704
708
712
716
720
C59+00 C60+00 C61+00 C62+00 C63+00 C64+00 C65+00 C66+00 C67+00 C68+00 EX W (HYD) INV=700.4± EX E INV=701.8± EX W (HYD) INV=702.0± EX 6" SS INV=698.5± EX 6" W INV=700.9± EX 8" SS INV=703.0± S=-1.11%
S=-1.35%
S=-1.90% S=-1.43%
S=-1.94%
S=3.58%
S=0.00%
S=-2.57%
STA C60+22.31
INV=699.667
6" 45° BEND
STA C60+73.52
INV=700.230
6" 45° BEND
STA C61+07.35
INV=700.680
6" 11.25° BEND
STA C61+27.21
INV=701.050
6" 11.25° BEND
STA C61+76.36
INV=701.750
6" 11.25° BEND
STA C62+25.44
INV=702.690
6" 22.5° BEND
STA C63+81.67
INV=697.120
6" 90° BEND
STA C64+12.00
INV=697.12
INSTALL 1000 LF OF 6" PVC DR18
TYP
CY111
STA C62+20.00
CARV
STA C64+10.00

BLOW OFF
STA C60+10.00STA C60+34.00STA C60+61.00
STA C60+86.00
STA C61+01.00STA C61+14.00
STA C61+20.00STA C61+32.00
STA C61+70.00STA C61+82.00STA C62+18.00STA C62+30.00STA C63+50.00STA C64+11.00STA C67+34.00

NO PARKING

NO PARKING
NO

PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING
EX 6" SS
EX 8" W

EX OHW
EX 8" W
EX 6" SS

EX OHW
EX 6" SS
STA C60+22.31
N=2184008.86
E=6215362.25
6" 45° BEND
STA C60+73.52
N=2183971.68
E=6215397.47
6" 45° BEND
STA C61+07.35
N=2183937.90
E=6215395.64
6" 11.25° BEND
STA C61+27.21
N=2183918.24
E=6215398.46
6" 11.25° BEND
STA C61+76.36
N=2183871.88
E=6215414.78
6" 11.25° BEND
STA C62+25.44
N=2183829.66
E=6215439.80
6" 22.5° BEND
STA C63+81.67
N=2183744.05
E=6215570.49
6" 90° BEND
6" RWC59+00
6" RW
C60+00
C61+00
C62+00
C63+00
C64+00
C65+00
C66+00

EX OHW
EX 8" SS
EX 4" W
EX 6" SS
6" RW
C65+00 C66+00 C67+00 C68+00

LIVE OAK AVE

N BUSH ST

LOW GAP RD

LOW GAP RD
Plot Date: 4/7/2023 11:33:12 AM
SCALE

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

CDA
BH
BWA
99C17
47 CIVIL

PLAN AND PROFILE ALIGNMENT C
STA C59+00 TO C68+00
8660F1099C17.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 C65+00 SEE LEFT
MATCH LINE STA C65+00 SEE RIGHT
MATCH LINE STA C59+00 SEE DWG 99C16
MATCH LINE STA C68+00 SEE DWG 99C18

BLOW OFF
TYP
CY733
CARV
TYP
CY745

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
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 TO SUPPORT UTILITY POLE AS
REQUIRED BY UTILITY POLE OWNER.

4. RESTRAINED JOINTS REQUIRED.

GENERAL NOTES:

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

2. THE 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.
3 1 1 1 1 1 1
#
4 4 4 4 4 4
1 4
4 Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:04:13-07'00'

696
700
704
708
712
716
720
724
728
696
700
704
708
712
716
720
724
728
C68+00 C69+00 C70+00 C71+00 C72+00 S=-2.56% S=-0.65%
S=-0.85%
STA C68+14.64
6" GV
STA C68+38.73
INV=707.98
6" 45° BEND
STA C68+40.15
INV=707.98
6" x 4" RED
STA C68+69.90
INV=708.17
4" 22.5° BEND
M-412
STA C68+68.00
METER TAPM-413
STA C70+40.00

METER TAP
STA C70+45.00
CARV
INSTALL 206 LF OF 4" PVC DR18

RESTRAINED JOINTS REQ'D

GRADE ASSUMED
STA C70+45.45
TYP
CY111
INSTALL 40 LF OF 6" PVC DR18
TYP
CY111

NO PARKING

NO PARKING
C68+00
C69+00
C70+00
C70+45.56
STA C68+69.90
N=2183351.19
E=6215295.37
4" 22.5° BEND
STA C68+38.73
N=2183358.01
E=6215325.78
6" 45° BEND
STA C68+40.15
N=2183357.70
E=6215324.40
6" x 4" RED
4" RW
6" RW
11+00 LIVE OAK AVE N BUSH ST

LOW GAP RD

LOW GAP RD
Plot Date: 4/7/2023 11:33:43 AM
SCALE

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

CDA
BH
BWA
99C18
48 CIVIL

PLAN AND PROFILE ALIGNMENT C
STA C68+00 TO STA C70+45.56
8660F1099C18.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 C68+00 SEE DWG 99C17
M-413
METER
TAP
CARV
M-412
METER
TAP

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
4" RESTRAINED CAP
6" GV
TYP
CY716
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.

GENERAL NOTES:

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

2. THE 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.
#
TYP
CY901
TYP
CY901
TYP
CY745
111
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:03:46-07'00'

602
601
600
601
600
600
602
600
599
601
602
598
599
600
EX-21" SS
21" SS
21" SS
21" SS
16" RW
4" RW
16" OVERFLOW
EX-16" RW
600 599 598 597 596
601
602
595
602
602
Plot Date: 4/7/2023 11:51:50 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
®
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C19
49 CIVIL

PUMP STATION AND

STORAGE SITE PLAN
8660F1099C19.dwg JDiDonato 8660F10
FILE:

PLAN
8660F1001C102
0 15' 30' 60'
SCALE: 1" = 30'
Know what's below.

Callbefore you dig.

RECYCLED WATER

STORAGE TANK

ACCESS ROAD

NEW BLADDER TYPE

SURGE VESSEL

EXISTING PIPE TO BE

DECOMMISSIONED
(ABANDONED/REMOVED)

MAINTAIN EXISTING

SLUDGE POND
NEW

RECONSTRUCTED
POND

TOE OF SLOPE

TOP OF SLOPE
EX 24" DIP TRANSFER PIPE

FROM BOOSTER PS
C
99S02

ELECTRICAL

BUILDING
A
99M01

RECYCLED WATER

PUMP STATION
TYP
CY131
3 5
4 D
99M03
TYP
CY131
3 2
EX 24" SDR 35

PVC OVERFLOW
EX 18" CLCS PW

DISTRIBUTION PIPE
EX 1 1/2"

PVC NPW
EX 6"
PVC SS

EX TREATMENT BLDG
EX 16" RW

FROM WWTP

EX TRANSFORMER
EX 6"
PVC SS

TANK FILL VALVE
F
99S06

ELECTRICAL DUCT BANK

ELECTRICAL DUCT BANK
6 C
99C21

OLD CASTLE PRECAST HEADWALL (TYP),

OR EQUAL, OR CAST IN PLACE WITH

ACCORDANCE WITH CALTRANS
STANDARD PLAN D86B
INV: 595.00
KEY NOTES:

1. MAINTAIN USE OF EXISTING POND. DAMAGE TO

EXISTING BANK MUST BE PROTECTED OR
REPAIRED.

2. CONSTRUCT NEW ACCESS ROAD. TIE INTO
EXISTING PAVING.

3. NEW CONNECTION TO PHASES 1-3 PIPELINE. 16"
PVC 90-DEGREE BEND. PROVIDE THRUST BLOCK
PER CY131/TYP.

4. EXISTING PIPE TO BE DEWATERED, CAPPED, AND
ABANDONED IN PLACE.

5. REROUTE 360 LF OF 21" SANITARY SEWER. SEE
DWG 99C22.

6. PROTECT 24" DIP IN PLACE DURING POND
RECONSTRUCTION. REPLACE IN PLACE SEGMENT

OF PIPE DAYLIGHTED DUE TO POND EXCAVATION
AND CONSTRUCTION.

GENERAL NOTES:

1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL
ROUTING AND DETAILS.
#
5 Digitally signed by Reace P. Fisher
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:05:05-07'00'

600
599
598 597
596
601
602
595
602
602
3:1
3:1
3:1
3:1
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
C1
C2
C3
C4
C5
C6
C7
5' MIN TANK FLOWLINE
100'

COORDINATE CONTROL POINTS
POINT 123456789
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 NORTHING
2186432.31
2186412.37
2186404.57
2186398.81
2186375.82
2186338.26
2186377.89
2186376.76
2186427.13
2186439.15
2186462.03
2186466.02
2186470.77
2186447.73
2186443.74
2186420.69
2186425.31
2186461.67
2186470.13
2186492.11
2186558.26
2186587.34
2186596.62
2186569.87

EASTING
6223035.61
6223037.12
6222933.98
6222919.81
6222892.36
6222847.51
6222804.48
6222789.53
6222768.18
6222781.31
6222765.54
6222765.23
6222828.07
6222854.89
6222855.19
6222882.00
6222929.76
6222962.09
6222806.37
6222781.66
6222778.90
6222804.76
6222927.48
6222957.57

ELEVATION
598.40
597.60
601.20
601.30
601.70

0.00 602.00
602.00
601.95
601.75
601.65
601.60
601.20
601.20
601.20
601.20
601.00
601.00
601.00
601.00
601.00
601.00
601.00
601.00

DESCRIPTION

PI ROAD

PI ROAD
PC C1
PT C1

PI ASPHALT

CENTER OF TANK

PI ASPHALT

PUMP STA SE CORNER

PUMP STA NW CORNER

ELEC BLDG SE CORNER

ELEC BLDG NW CORNER

PI ASPHALT
PC C2
PT C2
PC C3
PT C3
PC C4
PT C4
PC C5
PT C5
PC C6
PT C6
PC C7
PT C7

CURVE TABLE
NO. XX
C1
C2
C3
C4
C5
C6
C7
LENGTH

15.54'

39.27'

39.27'

53.80'

36.91'

43.04'

44.93'
RADIUS

25.00'

25.00'

25.00'

35.00'

23.00'

28.00'

28.00'
DELTA
35°37'06"
90°00'00"
90°00'00"
88°03'54"
91°56'06"
88°03'54"
91°56'06"

TANGENT

8.03'

25.00'

25.00'

33.84'

23.79'

27.07'

28.96'
Plot Date: 4/7/2023 11:52:20 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
123456789 10 11 12 13
ABCDEF
123456789 10 11 12 13

ABCDEFG
G
®
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
BH
BWA
99C20
50 CIVIL

GRADING AND DRAINAGE
PLAN
8660F1099C20.dwg JDiDonato 8660F10
FILE:

PLAN
8660F1001C102
0 15' 30' 60'
SCALE: 1" = 30'
Know what's below.

Callbefore you dig.

RECYCLED WATER

STORAGE TANK

NEW BLADDER TYPE

SURGE VESSEL
NEW

RECONSTRUCTED

POND TOE OF SLOPE

TOP OF SLOPE
C
99S02

ELECTRICAL

BUILDING
A
99M01

RECYCLED WATER
PUMP STATION 5
D
99M03
2 KEY NOTES:

1. MATCH EXISTING GRADE WHERE INDICATED.

2. GRADE MIN 4% AWAY FROM TANK IN ALL
DIRECTIONS.

3. REMOVABLE GUARD POST PER CF161/TYP.

4. ALL UNPAVED AREAS WITHIN THE PROJECT SITE

SHALL BE COMPACTED AND RESEEDED PER
SPECIFICATIONS UNLESS NOTED OTHERWISE.

5. GRAVEL ACCESS ROAD SHALL BE 0'=6" AB OVER
GEOTEXTILE FABRIC WITH 1'=0" SUBGRADE AT
95% RC UNLESS OTHERWISE NOTED.

6. CONDUIT TRENCH PATCH TO MATCH EXISTING
GRADE.

7. REFER TO DWG 99C22 FOR SSMH LOCATIONS.

GENERAL NOTES:

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

EX TREATMENT BLDG

EX TRANSFORMER

TANK FILL VALVE
F
99S06
SSMH
SSMH

ELEC HH

ELEC HH

ELEC HH

EX FENCE TO
REMAIN
1 B
99C21
FG 601.25
FL 601.49
FG 601.25
A
99C21
FL 602.90
FG 603.39
FG 602.40
FL 602.20
S=1.00%
S=1.00%
S=0.95% S=1.00%
S=1.00%
FL 602.20
FG 602.40 S=1.00%
S=1.00%
FL 601.60
FG 601.22
FL 601.84
±
±±
-
4 1
4 4
5 5
5 3 TYP OF 4
3 TYP OF 7
TYP OF 4
3 1
1 6
6 6
6 FL 603.19
7 7 SSMH
7 Digitally signed by Reace P. Fisher
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:06:37-07'00'

1 10'-0" 10'-0"
1" LIP

2.5 % SLOPE
3 2
CL

FL SWALE
5'-0"
4 % MIN

FF TANK
Plot Date: 4/7/2023 11:53:01 AM
GENERAL NOTES:

1. REFER TO SPECIFICATIONS AND GEOTEXTILE

REPORT FOR SUBGRADE PREPARATION
REQUIREMENTS.

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
®
PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JRD
BWA
99C21
51 CIVIL

SECTIONS
8660F1099C21.dwg JDiDonato 8660F10
SCALE:

FILE:

A
99C20

SECTION
1/2" = 1'-0"
8660F1001C107
SCALE:

FILE:

B
99C20

SECTION
1/2" = 1'-0"
8660F1001C107
0 1' 2' 4'
SCALE:
1 2" = 1'-0"
SCALE:

FILE:

C
99C19

SECTION - TYPICAL POND BERM

NO SCALE
8660F1001C107

SCARIFY AND RECOMPACT
TO 90%

BASIN LINING RIVER ROCK
(6" MIN) OVER GEOTEXTILE
FABRIC PER SECTION 02620

EXCAVATION NEAT LINE

BASIN SIDE SLOPE
3H:1V (TYP)
FG: 595.00
3 TOP OF BERM
(MATCH EXISTING GRADE)
3 KEY NOTES:

1. GRAVEL ACCESS ROAD SHALL BE 0'-6" AB OVER
GEOTEXTILE FABRIC WITH 1'-0" SUBGRADE AT
95% RC UNLESS OTHERWISE NOTED.

2. ALL UNPAVED AREAS WITHIN THE PROJECT SITE

SHALL BE COMPACTED AND RESEEDED PER
SPECIFICATIONS UNLESS OTHERWISE NOTED.

3. REFER TO DWG 99C20 FOR FINAL GRADING
ELEVATIONS.

X
Digitally signed by Reace P. Fisher
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 15:08:37-07'00'

9+00 10+00
11+00
12+00
13+00
14+00 EX 21" SS
EX 21" SS
21" SS 21" SS
STA. 10+00.00
60" MH01
N=2186294.83
E=6222714.84
STA. 10+59.59
60" MH02
N=2186246.87
E=6222750.22
STA. 13+68.52
60" MH03
N=2186295.44
E=6223055.30
16" RW
576
580
584
588
592
596
600
604
576
580
584
588
592
596
600
604
9+00 10+00 11+00 12+00 13+00 14+00 60" MH01 STA. 10+00 RIM=599.18 INV IN=588.84 (21" SE) INV IN=588.94 (21" W) 60" MH02 STA. 10+59.59 RIM=599.16 INV IN=588.68 (21" NW) INV OUT=588.54 (21" E) 60" MH03 STA. 13+68.52 RIM=597.92 INV IN=587.30 (21" W) INV OUT=587.30 (21" E) EX 21" SS
EX 21" SS
21" SS
21" SS
S=0.27%
S=0.40%
Plot Date: 4/7/2023 10:13:35 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
Know what's below.

Callbefore you dig.

PROJECT NO. LAST SAVED BY: FILE NAME:

CDA
JDM
BWA
99C22
52 CIVIL

SEWER REALIGNMENT
8660F1099C22.dwg atucker 8660F10
FILE:

PLAN
8660F1001C102

PROFILE
FILE: 8660F1001C102
(HORIZ)
0 2' 4' 8'
SCALE: 1" = 4'
0 10' 20' 40'
SCALE: 1" = 20'
(VERT)
TYP
CS110

EXISTING GRADE
TYP
CS110
TYP
CS110
3 FUTURE

RECYCLED WATER

STORAGE TANK
2 1
1 1
KEY NOTES:

1. CONTRACTOR TO VERIFY THE INVERTS OF ALL

REPLACEMENT MANHOLES PRIOR TO

REPLACEMENT

2. STORAGE TANK, YARD PIPING, AND ELECTRICAL
DUCT BANK SHOWN FOR REFERENCE ONLY.

REFER TO SPECIFIC DRAWINGS FOR
CONSTRUCTION DETAILS. INSTALLATION OF THE

STORAGE TANK, YARD PIPING, AND ELECTRICAL

DUCT BANKS SHALL OCCUR AFTER THE

REPLACEMENT SEWER HAS BEEN CONSTRUCTED

3. SEGMENT OF EXISTING 21-INCH SEWER TO BE
REMOVED.

4. SEGMENT OF EXISTING 16-INCH RECYCLED

WATER PIPELINE TO BE DECOMMISSIONED
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. EXISTING SEWER SEGMENT TO BE REMOVED AND

REPLACED AS SHOWN IN THE NEW SEWER

ALIGNMENT PRIOR TO THE CONSTRUCTION OF
STORAGE TANK.

3. CONTRACTOR TO BYPASS SEWER FLOWS DURING
REPLACEMENT OF SEWER.

X
367 LF 21-INCH SDR 21 PVC SS
TYP
CY111
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:02:27-07'00'

Plot Date: 4/6/2023 8:53:07 AM PROJECT NO. LAST SAVED BY: FILE NAME:

MH
RGU
MCK
ARCHITECTURAL 99A01

ELECTRICAL BUILDING

CODE ANALYSIS, SCHEDULES, AND EGRESS PLAN
8660F1099A01.dwg vpetersvargas 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 199

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

ALLOWABLE
AREA

ALLOWABLE

FLOOR AREA

PER OCCUP
ACTUAL
SQ FT

SPRINKLERED
EXITS

REQUIRED/

PROVIDED

OCCUPANCY

SEPARATION

BASIC ALLOW

STORIES/HEIGHT

OCCUPANCY
LOAD

CONSTRUCTION
TYPE
2022 CALIFORNIA BUILDING CODE
101 F-1 II-B 2 STORIES/55 FT 15,500 300 1 2/2 NR NR NR* - BUILDING ACTUAL F-1 II-B 2 STORIES/55 FT 15,500
ELECTRICAL ROOM 264
264

ELECTRICAL BUILDING

COMMENTS
NO.

DOOR

WIDTH THICK HEIGHT
DOOR

MAT'L FINISH WIDTH HEIGHT DEPTH TYPE
FRAME

MAT'L FINISH HEAD JAMB

DETAILS

SILL READER
CARD
LABEL
UL
TYPE

DOOR AND HARDWARE SCHEDULE

REMARKS
HW
GROUP

MAT'L MATERIAL
HW HARDWARE GROUP, REFERENCE SPECIFICATION SECTION 08710

NR NOT REQUIRED

R REQUIRED

UL UNDERWRITERS LABORATORIES FIRE RATING

ELECTRICAL BUILDING
101-1 7'-2" 1 3/4" V HM COATING

COATING
6'-8"
3'-4"
7'-4"
7'-4"
8"
8"
R
R
HM
HM

COATING

COATING
C
C
C
C
E
E
NR
NR
NR
NR
HW-1
HW-2
-
-
PR (3'-0'')
101-2 3'-0" 7'-2" 1 3/4" V HM
ROOM
NO. ROOM NAME
MAT'L
FLOOR

FINISH MAT'L
BASE

MAT'L FINISH

NORTH WALL

MAT'L HEIGHT

CEILING

MAT'L FINISH FINISH

SOUTH WALL

MAT'L FINISH MAT'L FINISH

EAST WALL WEST WALL

ROOM FINISH SCHEDULE

ELECTRICAL BUILDING
101 ELECTRICAL ROOM CONC SEALER CMU CMU PAINTING CMU PAINTING CMU PAINTING CMU PAINTING MTLDK ±18'-0" EXPO

EGRESS ABBREVIATION AND SYMBOL LIST
# #
##
SF: SQUARE FEET
OL: OCCUPANT LOAD
OLF: OCCUPANT LOAD FACTOR
SPR: AUTOMATIC SPRINKLER
NA: NOT APPLICABLE

DIRECTION OF EGRESS PATH

LENGTH OF EGRESS IN FEET

EXIT SIGN

FIRE EXTINGUISHER
FILE:

SCALE:

ELECTRICAL BUILDING - EGRESS PLAN A 1/4" = 1'-0"
8660F10S100
101

ELECTRICAL
ROOM
SF - 264
OL - 1
OLF - 300

SPR - NR

ENVELOPE COMPONENT U-VALUE REQUIRED U-VALUE PROVIDED
2022 CALIFORNIA ENERGY CODE
BUILDING ENVELOPE REQUIREMENTS - MENDOCINO COUNTY, CLIMATE ZONE 2

DOORS - SWINGING

DOORS - NONSWINGING

WALLS ABOVE GRADE, MASS

FLOORS, MASS

ROOFS - ABOVE ROOF DECK
U - 1.45
U - 0.70
CODE ANALYSIS ABBREVIATION LIST:

F-1 FACTORY INDUSTRIAL GROUP, MODERATE HAZARD OCCUPANCY (2022, CBC)

NR NOT REQUIRED

R REQUIRED

R-VALUE THERMAL RESISTANCE, IS THE INVERSE OF THE

TIME RATE OF HEAT FLOW THROUGH A BODY FROM ONE OF

ITS BOUNDING SURFACES TO THE OTHER SURFACE FOR A UNIT

TEMPERATURE DIFFERENCE BETWEEN THE TWO SURFACES,

UNDER STEADY STATE CONDITIONS, PER UNIT AREA
(2022, CBC)

SQ FT SQUARE FEET

U-FACTOR THERMAL TRANSMITTANCE, IS THE

COEFFICIENT OF HEAT TRANSMISSION (AIR TO AIR)

THROUGH A BUILDING COMPONENT OR ASSEMBLY, EQUAL

TO THE TIME RATE OF HEAT FLOW PER UNIT AREA AND UNIT

TEMPERATURE DIFFERENCE BETWEEN THE WARM SIDE AND

COLD SIDE AIR FILMS
(2022, CBC)
11' -2'' 13' -0''
FXE
U - 0.034 R-25
U - 0.039
U - 0.170 *
*
*
*
*
FXE
IN ACCORDANCE WITH SECTION 100.0(e)2.C OF THE 2022 CALIFORNIA ENERGY CODE, PROCESS SPACES. REFERENCE TITLE 24 DOCUMENTS FOR COMPLIANCE. *
IN ACCORDANCE WITH SECTION 11B-203.5 OF THE 2022 CALIFORNIA BUILDING

CODE, ELECTRICAL ROOMS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS TYP
AJ103
TYP
AJ100
TYP
AJ105
TYP
AJ107
TYP
AJ109
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:39-04'00'
5263 OF 200

Plot Date: 4/7/2023 9:59:06 AM PROJECT NO. LAST SAVED BY: FILE NAME:

MH
RGU
JKN
99A02
54 ARCHITECTURAL

ELECTRICAL BUILDING

ELEVATIONS
8660F1099A02.dwg vpetersvargas 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. 84405
1 18'-0"

TOP OF MASONRY

EL REFERENCE

STRUCTURAL
TOP OF

FINISH FLOOR

EL REFERENCE

STRUCTURAL
18'-0"

TOP OF MASONRY

EL REFERENCE

STRUCTURAL
TOP OF

FINISH FLOOR

EL REFERENCE

STRUCTURAL
18'-0"

TOP OF MASONRY

EL REFERENCE

STRUCTURAL
TOP OF

FINISH FLOOR

EL REFERENCE

STRUCTURAL
18'-0"

TOP OF MASONRY

EL REFERENCE

STRUCTURAL
TOP OF

FINISH FLOOR

EL REFERENCE

STRUCTURAL
7'-4"
24 SCALE:

FILE:

ELEVATION
E 1/4" = 1'-0"
8660F1001A201
NORTH
SCALE:

FILE:

ELEVATION
F 1/4" = 1'-0"
8660F1001A201
SOUTH
SCALE:

FILE:

ELEVATION
G 1/4" = 1'-0"
8660F1001A201
EAST
SCALE:

FILE:

ELEVATION
H 1/4" = 1'-0"
8660F1001A201
WEST
GENERAL NOTES:

1. FOR GENERAL STRUCTURAL NOTES, REFER TO
DRAWING 00S01.

2. FOR DOOR SCHEDULES, REFER TO DRAWING
98A01.

3. EXTERIOR CONCRETE MASONRY UNITS TO BE
FINISHED WITH WATER REPELLANT.

TYP
AC310 W/ CAGE
TYP
AG225
TYP
AG222
TYP
AG220
TYP
AG225
TYP
AG227
3 TYP
AG220
3 TYP
AC310 W/ CAGE
TYP
AC310 W/ CAGE
TYP
AG220
3 TYP
AG220
3 1
1 1
7'-4"
24 1. 12''x8"x16'' STANDARD CONCRETE MASONRY
UNIT. REFER TO SPECIFICATION SECTION
04220.

2. HOLLOW METAL DOOR AND FRAME. SPEC
SECTION 08110.

3. ALUMINUM COPING OVER PARAPET IN

ACCORDANCE WITH SPECIFICATION SECTION
07700.

4. EXTERNAL LIGHT FIXTURE REFERENCE
ELECTRICAL DRAWINGS.
# KEY NOTES:

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

Date: 2023.04.07 16:56:45-04'00'

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. 86094
JKN
AL
KP
00S01
55 STRUCTURAL

GENERAL STRUCTURAL NOTES
8660F100S01.dw
g
kjackson 8660F10
P
lotD
ate:12/14/2022
8:36:08
AM
UnitsDiscipline
P
lotD
ate: 07-APR
-2023 11:42:01
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
GENERAL NOTES: GEOTECHNICAL REPORT / FOUNDATION DESIGN CRITERIA:

TYPICAL STRUCTURAL MATERIALS:

CONSTRUCTION: STRUCTURAL SYMBOLS:

CURED TO THEIR MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

OF THE WALL ARE IN PLACE, ARE COMPLETE, AND (IN THE CASE OF CONCRETE) HAVE

2.DO NOT PLACE BACKFILL AGAINST WALLS UNTIL STRUCTURES SUPPORTING THE TOP PREPARED, BEFORE PROCEEDING WITH FOUNDATION CONSTRUCTION.

OBTAIN ENGINEER’S OBSERVATION OF SUBGRADE SURFACES, AS EXPOSED AND AS

1. EXPOSE AND PREPARE SUBGRADE AS SHOWN ON THE DRAWINGS AND SPECIFIED.

EXCAVATION AND BACKFILLING:

REINFORCING STEEL (FOR CONCRETE AND MASONRY):

CONCRETE:

STRUCTURAL STEEL:

STAINLESS STEEL:

B. TYPE 304L: E304L-15 ELECTRODES.

A. TYPE 316L: E316L-15 ELECTRODES.

4. WELDED CONNECTIONS:

C. TYPE 304/304L: ASTM F 593, GRADE B8, CLASS 1, HEAVY HEX.

B. TYPE 316/316L: ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX.

A. MATCH ALLOY OF THE STRUCTURAL MEMBERS CONNECTED.

3. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS:

2. SECTIONS: SHAPES AND BARS: ASTM A 276.

1. ANSI TYPE 316/316L EXCEPT WHERE TYPE 304/304L IS INDICATED ON THE DRAWINGS.

STRUCTURAL ALUMINUM:

ALLOY 4043 ELECTRODES.

A. GAS METAL ARC (MIG) OR GAS TUNGSTEN ARC (TIG) PROCESS USING FILLER

3. WELDED CONNECTIONS:

A. STAINLESS STEEL - TYPE 316, ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX.

2. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS:

B. SHEET AND PLATE: ASTM B 209, ALLOY 6061-T6.

A. SHAPES: ASTM B 308, ALLOY 6061-T6.

1. SECTIONS
STRUCTURAL ABBREVIATIONS:

DEFERRED DESIGN SUBMITTALS
BRACING, AND BALANCING.

THEIR DESIGN STRENGTH, PROTECT STRUCTURES AS REQUIRED BY SHORING, FACILITIES. UNTIL CONSTRUCTION IS COMPLETE AND MEMBERS HAVE ACHIEVED A. STRUCTURES HAVE BEEN DESIGNED FOR OPERATING LOADS ON COMPLETED

8. CONSTRUCTION LOADS:

STRUCTURAL DESIGN CRITERIA - GENERAL:

A. EARTHQUAKE DESIGN DATA FOR EACH STRUCTURE AS PER SPECIFICATIONS 01850.

7.EARTHQUAKE DESIGN DATA:

C. BASIC WIND SPEED (3 SEC GUST, 33 FEET ABOVE GROUND): 110 MPH.

B. WIND-BORNE DEBRIS REGION: NO
A. SPECIAL WIND REGION: NO

6.WIND DESIGN DATA:

5.FLUID PRESSURE LOADS: 63 PSF/FT (UNO).

E. CONCENTRATED AND IMPACT LOADS: SEE PLANS.

D. EQUIPMENT LOADS: SEE PLANS.

C. ROOF LIVE LOAD: SEE PLANS (20 PSF MINIMUM).

B. GRATING AND CHECKERED PLATE: 100 PSF (UNO).

A. FLOOR LIVE LOAD: SEE PLANS.

4.LIVE LOADS: (REDUCTIONS NOT USED)

3.DEAD LOADS: CALCULATED FOR STRUCTURE SELF-WEIGHT.

2.STRUCTURE RISK CATEGORY: III EXCEPT FOR TANK, RISK CATEGORY IV B. LOCAL AMENDMENTS: UKIAH CITY CODE.

A. 2022 CALIFORNIA BUILDING CODE (“CBC 2022”) WITH ASCE 7-16.

1. BUILDING CODE:

THESE OVERALL CRITERIA FOR THE SITE.

SEE DRAWINGS OF INDIVIDUAL STRUCTURES FOR SPECIFIC DESIGN CRITERIA BASED ON

2. WELDED WIRE FABRIC: ASTM A 1064.

C. ASTM A615 GRADE 80 SPIRALS FOR PILES AS INDICATED ON DRAWINGS.

B. WHERE INDICATED ON THE DRAWINGS: ASTM A 706.

A. TYPICAL: ASTM A 615, GRADE 60.

1. DEFORMED BARS:

THE DRAWINGS.

CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED ON ITS MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

STRUCTURE ABOVE IS COMPLETE AND (IN THE CASE OF CONCRETE) HAS CURED TO ARE COMPLETE, PROVIDE BRACING FOR WALLS. KEEP BRACING IN PLACE UNTIL THE

3. WHERE BACKFILL MUST BE PLACED AGAINST WALLS BEFORE STRUCTURES ABOVE FOR DETAILED AND LOCATION-SPECIFIC REQUIREMENTS.

2. SEE PROJECT SPECIFICATIONS AND NOTES ON DRAWINGS OF SPECIFIC STRUCTURES OTHERWISE INDICATED ON THE DRAWINGS.

1. MATERIALS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS 2) WELDING.
1) BOLTING.

C.STRUCTURAL ALUMINUM.
2) WELDING.
1) HIGH-STRENGTH BOLTING.

B.STRUCTURAL STEEL (CARBON AND STAINLESS).
4) ANCHORS - POST-INSTALLED MECHANICAL AND ADHESIVE.
3) ANCHORS - CAST-IN AND BUILT-IN ANCHOR BOLTS.
2) MEMBER SIZES/TYPES.
1) MEMBER LOCATIONS.

A.GENERAL ALL METALS:

5.DIVISION 5 METALS
G.PROTECTION AND CURING PROCEDURES.

F.GROUT AND GROUTING.

E.MORTAR AND JOINTS.

D.ANCHORS: BUILT-IN AND POST-INSTALLED.

C.REINFORCING STEEL.

B.MEMBER SIZES.

A.LOCATIONS.

4.DIVISION 4 MASONRY
F.PROTECTION AND CURING PROCEDURES.

E.CONCRETE MIX AND PLACEMENT.

D.ANCHORS: CAST-IN AND POST-INSTALLED.

C.REINFORCING STEEL.

B.FORMWORK AND MEMBER SIZES.

A.LOCATIONS.

3.DIVISION 3 CONCRETE:

D.FILL AND BACKFILL.

C.PREPARATION OF SOILS/SURFACES SUPPORTING CONSTRUCTION.

B.ADEQUACY OF EXPOSED SURFACE TO PROVIDE REQUIRED SUPPORT.

A.EXCAVATION DEPTH.

2.DIVISION 2 SITE CONSTRUCTION (EARTHWORK)
AND CONSTRUCTION. SEE SPECIFICATION SECTION 01455 FOR DETAILS.

1. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING STRUCTURAL MATERIALS A. 05500 TRASH RACK GRATING.

1. DIVISION 5 METALS.

DEFERRED DESIGN SUBMITTALS FOR THIS PROJECT INCLUDE:

SUBSEQUENTLY SUBMITTED TO THE BUILDING OFFICIAL.

THAT ARE TO BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL AND

OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION, AND

AS DEFINED IN THE BUILDING CODE, DEFERRED DESIGN SUBMITTALS ARE PORTIONS

DISCREPANCIES
OPENINGS.

8.SEE STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZES OF DOOR AND WINDOW D. SEE MECHANICAL DRAWINGS FOR EQUIPMENT PADS AND PIPE SUPPORTS.

AND ASSOCIATED STRUCTURAL REQUIREMENTS.

C. SEE MECHANICAL DRAWINGS FOR DETAILS OF PIPE PENETRATIONS, PIPE SUPPORTS, DIAMETER ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS.

B. IN GENERAL, OPENINGS, EMBEDMENTS, AND PENETRATIONS LESS THAN 12 INCHES IN ITEMS AND EQUIPMENT FURNISHED.

A. CONFIRM SIZE AND LOCATIONS OF OPENINGS, PENETRATIONS AND EMBEDMENT FOR STRUCTURES.

CONDUITS, AND OTHER ITEMS THAT ARE EMBEDDED INTO OR PASS THROUGH

7.DRAWINGS PREPARED BY OTHER DISCIPLINES INCLUDE OPENINGS, ANCHORS, PIPES, TO WHICH SITE COORDINATES REFER ARE SHOWN ON THE STRUCTURAL PLANS.

6.SEE CIVIL DRAWINGS FOR STRUCTURE COORDINATES. POINTS ON THE STRUCTURES ORIENTATION REQUIRED AT THAT STRUCTURE.

CONCRETE) IS GENERALLY ARBITRARY. SEE DRAWINGS OF EACH STRUCTURE FOR REINFORCEMENT (WHETHER “LINES” OR “DOTS”ARE CLOSER TO THE FACE OF THE B. IN STRUCTURAL TYPICAL DETAILS, ORIENTATION OF BARS IN EACH MAT OF TITLES, EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE DRAWINGS.

A. TYPICAL DETAILS ARE INTENDED TO APPLY AT LOCATIONS DESCRIBED BY THEIR

5.TYPICAL DETAILS ARE INCLUDED ON THE “TS” DRAWINGS.

B. SIZES AND LOCATIONS OF EQUIPMENT PADS FOR EQUIPMENT SELECTED.

A. DIMENSIONS AND WEIGHTS FOR EQUIPMENT SELECTED.

FOLLOWING BEFORE PREPARATION AND SUBMITTAL OF SHOP DRAWINGS:

DIMENSIONS, AND INFORMATION SHOWN ON THESE DRAWINGS. CONFIRM THE

IMMEDIATELY OF BETWEEN EXISTING CONDITIONS AND

4.VERIFY DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK. ADVISE ENGINEER SHOWS CONSTRUCTION AT AND BELOW ELEVATION 110.)
C. PLANS ARE TREATED AS HORIZONTAL SECTIONS. (I.E.: “PLAN AT ELEVATION 110” B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES.

A. SCREENED LINE WORK INDICATES EXISTING CONDITIONS.

3.PRESENTATION CONVENTIONS FOR STRUCTURAL DRAWINGS:

INDICATED IN THE GENERAL NOTES AND TYPICAL DETAILS.

2.UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS DISCIPLINES AND WITH THE SPECIFICATIONS.

1.USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH PROJECT DRAWINGS BY OTHER PRIOR TO CASTING OF CONCRETE.

1. AFTER REINFORCING STEEL AND STRUCTURAL EMBEDS ARE IN PLACE, BUT C.ELEVATED SLABS
PRIOR TO CASTING OF CONCRETE.

1. AFTER REINFORCING STEEL AND STRUCTURAL EMBEDS ARE IN PLACE, BUT B.CONCRETE WALLS
PRIOR TO CASTING OF CONCRETE.

1. AFTER REINFORCING STEEL AND STRUCTURAL EMBEDS ARE IN PLACE, BUT A. FOUNDATIONS

2. ALL STRUCTURAL IN ALL AREAS:

CONSTRUCTION WHILE CORRECTIONS CAN BE MADE.

1. STRUCTURAL OBSERVATION IS REQUIRED DURING AND AT SPECIFIC STAGES OF STRUCTURAL OBSERVATION:

1. NORMAL DENSITY.

2. MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH, f’c (AT 28 DAYS UNO).

A. STRUCTURES: “CLASS A”& DRILLED PIERS f’c = 4500 PSI.

B. FILL AND THRUST BLOCKS: “CLASS C” f’c = 2500 PSI.

C. PIPE ENCASEMENT: “CLASS A” f’c = 4500 PSI.

D. ELECTRICAL DUCT ENCASEMENT: “CLASS CE” f’c = 3000 PSI.

MATERIAL.

B.COVER PLATE AND ITS SEATS OR SUPPORTS SHALL BE OF THE SAME OTHERWISE NOTED.

A.ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS

3.COVER PLATES:

FASTEN GRATING TO SUPPORTS AS INDICATED IN S559/TYP.

C.UNLESS INDICATED ON THE DRAWINGS AS “REMOVABLE GRATING”, SECURELY B.GRATING AND ITS SEATS OR SUPPORTS SHALL BE OF THE SAME MATERIAL.

OTHERWISE NOTED.

A.ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS

2.GRATING:

A.ALUMINUM, EXCEPT WHERE OTHER MATERIALS ARE NOTED.

1. HANDRAILS AND GUARDRAILS:

METAL FABRICATIONS:

SLIDING COEFFICIENT OF FRICTION: 0.3 0.3
AT REST (PSF/FT): 65 65
ACTIVE (PSF/FT): 50 50

STATIC SEISMIC
SURCHARGE: EQUIVALENT TO 2 FEET OF SOIL ABOVE FINISHED GRADE.

B. LATERAL EARTH PRESSURE (UNO):

A. NET ALLOWABLE BEARING PRESSURE SEE PLANS.

INVESTIGATION REPORT.

2. FOUNDATION DESIGNS ARE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL REPORT NO: CRAWFORD FILE NO. 19-503.1 DATED: FEBRUARY 2023.

PREPARED BY: CRAWFORD AND ASSOCIATES.

PHASE 4 DESIGN PROJECT
TITLE: GEOTECHNICAL REPORT CITY OF UKIAH RECYCLED WATER PIPELINE

1. GEOTECHNICAL INVESTIGATION REPORT:
(AWS) A2.4.

2.WELDING: SYMBOLS: IN ACCORDANCE WITH AMERICAN WELDING SOCIETY FOR DEFINITION OF MATERIALS SHADING PATTERNS.

1. SEE DRAWING 00G03 FOR KEY TO DRAWING TITLES AND SECTION CUTS, AND

BAR SIZE)
# NUMBER (REINFORCING
T.O. TOP OF
O.F. OUTSIDE FACE
I.F. INSIDE FACE

EF EACH FACE PL PLATE

BO BOTTOM OF L ANGLE
REINFORCEMENT: OTHER:

ABBREVIATIONS HAVE THE MEANINGS LISTED.

WHEN USED ON THE STRUCTURAL DRAWINGS, THE FOLLOWING

4. ABBREVIATIONS FOR STRUCTURAL DRAWINGS:

THE ALUMINUM ASSOCIATION’S ALUMINUM DESIGN MANUAL, CURRENT EDITION.

B.ALUMINUM: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH MANUAL, CURRENT EDITION.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION’S STEEL CONSTRUCTION A.STEEL: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH THE

3. STRUCTURAL MEMBERS:

PROJECT SPECIFICATIONS.

2. ABBREVIATIONS FOR NAMES OF TECHNICAL GROUPS MAY BE FOUND IN THE

1. SEE DRAWING 00G03 FOR GENERAL LIST OF ABBREVIATIONS USED ON DRAWINGS.

C. WELDS - SHIELDED METAL ARC PROCESS USING E70-XX ELECTRODES.

ASTM F 1554, GRADE 36 GALVANIZED.

ASTM F 593, STAINLESS TYPE 316
ANCHOR BOLTS WITH HEX FORGED HEAD.

B. BOLTS - STEEL TO CONCRETE OR MASONRY:

ASTM A 325 HIGH-STRENGTH BOLTS, WITH LOAD INDICATOR WASHERS.

A. BOLTS - STEEL TO STEEL:

2. CONNECTIONS:

SQUARE AND RECTANGULAR: ASTM A 500, GRADE B (Fy = 46 KSI) ROUND: ASTM A 500, GRADE B (Fy = 42 KSI)
E. HOLLOW STRUCTURAL SECTIONS:

D. PIPES: ASTM A 53, GRADE B (Fy = 35 KSI)
C. PLATES AND BARS: ASTM A 36 (Fy = 36 KSI)
B. SHAPES S, ST, M, MT, HP, C, MC, L: ASTM A 36 (Fy = 36 KSI) A. SHAPES W, WT: ASTM A 992 (Fy = 50 KSI)

1. SECTIONS
E
H
ANCHORS.

LOCATIONS OF REINFORCEMENT IN MEMBERS BEFORE DRILLING HOLES FOR ANCHORS. USE NON-DESTRUCTIVE TESTING EQUIPMENT TO IDENTIFY B.DO NOT CUT, DAMAGE, OR INTERRUPT EXISTING REINFORCEMENT TO INSTALL EVALUATION REPORT AND MANUFACTURER’S INSTRUCTIONS.

A.INSTALL IN FULL COMPLIANCE WITH ACCEPTED BUILDING CODE

4.POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY:

ALUMINUM SURFACES AS SPECIFIED IN SECTION 09960.

B.WHERE ALUMINUM IS IN CONTACT WITH MASONRY OR CONCRETE, COAT ISOLATING SLEEVES AND WASHERS AS SPECIFIED IN SECTION 05190.

AND STAINLESS STEEL, OR ALUMINUM AND STEEL) PROVIDE
A.AT BOLTED CONNECTIONS THAT INCLUDE DIFFERENT METALS (E.G.: STEEL

3.INTERFACE BETWEEN MATERIALS:

BEING JOINED, AND FULL LENGTH OF THE JOINT.

A.FILLET WELDS: PER AWS CODE BASED ON THE THICKNESS OF THE MATERIALS

2.WELDED:

EDGE OF A PLATE OR STRUCTURAL ELEMENT.

C.WITH A DISTANCE OF AT LEAST 1 1/2 INCHES FROM CENTER OF BOLT TO ANY CENTER.

B.HAVING A MINIMUM OF 2 BOLTS, SPACED NOT CLOSER THAN 3 INCHES ON A.MADE USING 3/4-INCH DIAMETER BOLTS.

1. BOLTED:

STEEL, STAINLESS STEEL, AND ALUMINUM - CONNECTIONS:

A.FULLY GROUTED.

4.GROUTING:

DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER.

3.WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE B.AT OPENINGS AS INDICATED IN S410/TYP.

A.AT CORNERS AND JUNCTIONS AS INDICATED IN S412/TYP.

2.PROVIDE REINFORCING:

1. SEE S400/TYP FOR MASONRY NOTES, INCLUDING LAP SPLICE LENGTHS.

MASONRY:

B. HOUSEKEEPING PAD FOR ELECTRICAL EQUIPMENT SEE S350/TYP.

A. EQUIPMENT PAD SEE S302/TYP.

8. CONCRETE PADS

7.FINISH CONCRETE AS SPECIFIED IN SECTION 03366.

AND EMBEDMENTS.

6.MAINTAIN MINIMUM 3 INCHES CLEAR CONCRETE COVER BETWEEN REINFORCING DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER.

5.WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE B.AT OPENINGS - AS INDICATED IN S180/TYP.

ADDED BARS WHERE INDICATED ON THE DRAWINGS.

A.AT CORNERS AND JUNCTIONS - AS INDICATED IN S144/TYP, SUPPLEMENT WITH

4.PROVIDE REINFORCING:

SPECIFICATION 03102 FOR CHAMFERS.

3.PROVIDE CHAMFER AT EXPOSED EDGES OF CAST-IN-PLACE CONCRETE. SEE ACCEPTANCE BY THE ENGINEER BEFORE FORM LAYOUT.

2.SUBMIT LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS FOR LENGTH REQUIREMENTS FOR REINFORCING.

1. SEE S101/TYP FOR CONCRETE NOTES, INCLUDING CLEAR COVER AND LAP SPLICE CONCRETE:

SPECIAL INSPECTION
E. STORAGE POND: “CLASS A” f’c = 5000 PSI.

Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:22:13-07'00'

4'-6"
3'-6"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 86094
P
lotD
ate: 07-APR
-2023 11:40:56
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C
arollo_S
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P
lotScale:1:1
85S01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

STRUCTURAL
8660F10 8660F1085S01.dgn
C
85S02
A 3/16"=1'-0"
CLARIFIER NO.4 CLARIFIER NO.3 CLARIFIER NO.2
FILTER NO.4 FILTER NO.3 FILTER NO.2 FILTER NO.1
#
GENERAL NOTES:

KEY NOTES:

AWT CLARIFIER/FILTER PLAN
B
85S02
8660F1085S100
CLARIFIER NO.1
1 85S02
WORK SEQUENCING).

SPECIFICATION SECTION 01140 FOR CONSTRAINTS AND POSSIBLE

DONE DURING THE MEDIA REPLACEMENT PROCESS (REFER TO

2. ACCESSING ALL OF THE SURFACE REQUIRES THIS WORK TO BE CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS.

1. BACKGROUND IS BASED ON THE 1994 RECORD DRAWINGS.
kjackson
D
85S02 2 (TYP)
1 (TYP)
KP
TU
56 TYP
(TYP) S304
(TYP)
(TYP
)
SECTION 09960.

SURFACES OF THE COLLECTION TROUGHS PER SPECIFICATION

2. CONTRACTOR TO FULLY RECOAT THE INTERIOR AND EXTERIOR SECTION 09960 DURING THE MEDIA REPLACEMENT PROCESS.

SURFACES OF THE CLARIFIER/FILTER TANKS PER SPECIFICATION

1. CONTRACTOR TO FULLY RECOAT INTERIOR AND EXTERIOR
JKN
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:23:26-07'00'

4'-6"
1'-0"
3'-6"
1'-0"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 86094
P
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ate: 07-APR
-2023 11:41:01
AM
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
85S02
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

STRUCTURAL
8660F10 8660F1085S02.dgn
#
GENERAL NOTES:

KEY NOTES:

AWT CLARIFIER/FILTER
1 85S01
866F1085S02A
B
85S01
C
85S01

SECTIONS AND PHOTO
3/8"=1'-0"
3/8"=1'-0"
8660F1085S9303
8660F1085S9304
1 kjackson
3/8"=1'-0"
8660F1085S9305
D
85S01

COLLECTION TROUGH
3 2 4

1. REFER TO GENERAL NOTES ON 00S01.

TU
KP
57 TYP
(TYP) S304
TYP
(TYP) S304
(TYP)
(TYP
)
(TYP)
(TYP
)
TROUGH.

4. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF COLLECTION
SECTION 09960.

SURFACES OF THE CLARIFIER/FILTER TANKS PER SPECIFICATION

3. CONTRACTOR TO FULLY RECOAT THE INTERIOR AND EXTERIOR SECTION 09960.

SURFACES OF THE COLLECTION TROUGHS PER SPECIFICATION

2. CONTRACTOR TO FULLY RECOAT THE INTERIOR AND EXTERIOR AWT CLARIFIER/FILTER TANK HAS SIX ANCHOR BOLTS.

1. REPAIR AND REPLACE EXISTING ANCHOR BOLTS AS NEEDED. EACH JKN
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:24:27-07'00'

5'-0"
18'-0"13'-0" 1'-0"
1'-0" 8'-0"
10'-0"
1'-6"
10"
4'-0"
2'-10" 3'-0"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 86094
P
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ate: 07-APR
-2023 11:41:16
AM
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PROJECT NO. FILE NAME:8660F1091S01.dgn

STRUCTURAL
PLANS
8660F10
91S01
(TYP)
D
A 3/8"=1'-0"
866F1091S100
B 3/8"=1'-0"
866F1091S101
91S02
D
91S02
#
GENERAL NOTES:

KEY NOTES:

TU
(TYP
)
(TYP)
(TYP
)
AND PIPE PENETRATION WITH MECHANICAL DRAWINGS.

1. CONTRACTOR SHALL VERIFY SIZE, LOCATION OF PIPE,
1 C
91S02
1'-6"
KP
(TYP)
12" DIA OPENING
C
91S02

PAU PUMP STATION

PAU PUMP STATION - FOUNDATION PAU PUMP STATION - TOP

1. FOR GENREAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. kjackson
58 JKN
SPECIFICATION 05500

ACCESS LADDER PER
SPECIFICATION 08320. PROVIDE

BILCO TYPE J-AL OR SIMILAR, SEE
SINGLE LEAF ACCESS HATCH 3'-0".

Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:25:58-07'00'

LAP
2'-10"
#5@12"
1'-0"

FINISHED GRADE
H2E
#8@12"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 86094
P
lotD
ate: 07-APR
-2023 12:20:28
PM
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SAVED
B
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PROJECT NO. FILE NAME:8660F1091S02.dgn

STRUCTURAL
8660F10
91S02
#
GENERAL NOTES:

KEY NOTES:
1 TOP OF BERM 581.00
TOC 565.00
C
91S01 3/8"=1'-0"
866F1091SS300
D
91S01 3/8"=1'-0"
866F1091SS300

SECTIONS
GRADE

FINISHED
TYP
S180
TU
KP
(TYP
)
SPLIC
E
TOC 582.00
TOP OF CURB 583.00

LAP SPLICE(TYP)

PAU PUMP STATION
#6@12" T&B
#6@12" T&B
(TYP)
#7@12" EF
INVERT 569.00
T&B H2E
#8@12"

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING 00S01. kjackson
59 JKN
2 GEOTECHNICAL REPORT.

2. OVER EXCAVATION, COMPACTION AND AGGREGATE BASE PER
PENETRATION WITH MECHANICAL DRAWINGS.

1. CONTRACTOR SHALL VERIFY SIZE, LOCATION OF PIPE, AND PIPE 2 (2) #5 CIRCULAR BAR
TYP
(W/WSTP) S140
(TYP) EF
#7@12"
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:26:57-07'00'

2'-0"
1'-0"
6"
2'-8"
1'-0"
5'-0" 1'-6" 1'-0"
1'-0"
2'-0" 2'-0" 2'-0" 1'-6" 2'-0"EM
B
ED
2'-0"
9"
6'-0"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 86094
P
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ate: 07-APR
-2023 11:40:44
AM
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SAVED
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PROJECT NO. FILE NAME:8660F1091S03.dgn

STRUCTURAL
8660F10
91S03
#
GENERAL NOTES:

KEY NOTES:

PLAN AND SECTION
16"-PVC
1/4
TYP
1 BEN MEADOWS, AND FORESTRY SUPPLIERS.

STEEL PIPE OR FIBERGLASS. MANUFACTURERS INCLUDE STEVENS,

RECOMMENDED MATERIALS INCLUDE PORCELAIN ENAMELED IRON,
TO MINIMIZE MOVEMENT DUE TO WIND AND WAVE ACTION.

THAT RESIST RUST AND DISCOLORATION, AND STURDY ENOUGH

1. THE STAFF GAUGES SHOULD BE MADE OF A DURABLE MATERIAL(S) SCALE:

FILE:

F
-

SECTION
3/4" = 1'-0"
8660F1000S301
F
-
16"-PVC
1 INV 569.03
TU
1 TOE OF EMBANKMENT
AT 3:1 TO MATCH BASIN SLOPE

FACE OF STRUCTURE - SLOPE

COUPLING

TRANSITION

FLEXIBLE
TYP

SST BATTEN,
316 SST
HSS 4 x 4 x 1/4"
TYP

SST BATTEN,
PL 6 x 16 x 1/4"
PL 3 x 9 x 1/4"
#5@12 EW

TRASH RACK
APRON

FLUSH WITH CONCRETE OUTLET AT
ENCASED IN CONCRETE. CUT ELBOW
INSTALL 16" DIA 90 DEG PVC ELBOW

FLEXIBLE COUPLING
#5 @ 12" EWEF
EL 570.00

BOTTOM OF POND
1 KP

PAU PUMP STATION INLET STRUCTURE
SCALE:

FILE:

E
3/4" = 1'-0"
866F1091S102
PLAN
91C08
kjackson
60 JKN
GEOTECHNICAL REPORT.

3. OVER EXCAVATION, COMPACTION AND AGGREGATE BASE PER
PERFORATED SUPPORT SLEEVE.

FOUNDATION TO BE USED TO SUPPORT LEVEL TRANSDUCER

2. INTERMEDIATE DEPTH GAUGE TO BE LOCATED AS SHOWN IN C-26.

DIMENSION TO BE DETERMINED AFTER GRATE IS APPROVED.

PROFESSIONAL ENGINEER IN STATE OF CALIFORNIA. FINAL

CALCULATIONS STAMPED AND SIGNED BY A REGISTERED

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND
DESIGNED AND DETAILED FOR A LIVE LOAD OF 100 PSF.

1. CONTRACTOR SHALL PROVIDE STAINLESS STEEL TRASH GRATE 3 3
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:28:22-07'00'

1'-0"
5'-0" 1'-0"
2'-0" 3'-4"
1'-0"
6"
1'-0"
1'-0"
6'-0"
2'-0"
2'-0" 2'-0" 2'-0" 1'-6" 2'-0"EM
B
ED
9"

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. 86094
P
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ate: 07-APR
-2023 11:40:51
AM
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PROJECT NO. FILE NAME:8660F1095S01.dgn

STRUCTURAL
8660F10
95S01
GENERAL NOTES:

PLAN AND SECTION
SCALE:

FILE:

J
-

SECTION
3/4" = 1'-0"
8660F1000S302
J
-
(TYP
)
16"-PVC
16"-PVC
1 1
TU
(TYP
)
# KEY NOTES:

BEN MEADOWS, AND FORESTRY SUPPLIERS.

STEEL PIPE OR FIBERGLASS. MANUFACTURERS INCLUDE STEVENS,

RECOMMENDED MATERIALS INCLUDE PORCELAIN ENAMELED IRON,
TO MINIMIZE MOVEMENT DUE TO WIND AND WAVE ACTION.

THAT RESIST RUST AND DISCOLORATION, AND STURDY ENOUGH

1. THE STAFF GAUGES SHOULD BE MADE OF A DURABLE MATERIAL(S) 316 SST 1
HSS 4 x 4 x 1/4"
AT 3:1 TO MATCH BASIN SLOPE

FACE OF STRUCTURE - SLOPE

COUPLING

TRANSITION

FLEXIBLE
TYP

SST BATTEN,

TOE OF EMBANKMENT
TYP

SST BATTEN,

TRASH RACK
#5@12 EW #5 @ 12" EWEF
1/4
TYP
1 PL 6 x 16 x 1/4"
PL 3 x 9 x 1/4"

TRASH RACK

FLEXIBLE COUPLING
KP
INV 568.46

PAU INLET STRUCTURE
SCALE:

FILE:

H
3/4" = 1'-0"
866F1091S103
PLAN
91C07
kjackson
61 JKN
GEOTECHNICAL REPORT.

3. OVER EXCAVATION, COMPACTION AND AGGREGATE BASE PER
PERFORATED SUPPORT SLEEVE.

FOUNDATION TO BE USED TO SUPPORT LEVEL TRANSDUCER

2. INTERMEDIATE DEPTH GAUGE TO BE LOCATED AS SHOWN IN C-26.

DIMENSION TO BE DETERMINED AFTER GRATE IS APPROVED.

PROFESSIONAL ENGINEER IN STATE OF CALIFORNIA.. FINAL

CALCULATIONS STAMPED AND SIGNED BY A REGISTERED

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND
DESIGNED AND DETAILED FOR A LIVE LOAD OF 100 PSF.

1. CONTRACTOR SHALL PROVIDE STAINLESS STEEL TRASH GRATE 3 3
BOTTOM OF POND EL 570.78
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:29:07-07'00'

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. 86094
P
lotD
ate:3/23/2023
3:00:58
PM
JKN
JLG
KP
99S01
62 STRUCTURAL

ELECTRICAL BUILDING

FOUNDATION PLAN
8660F1099S01.dw
g
kjackson 8660F10
24'-0"
14'-0"

ELECTRICAL ROOM
3'-4" 4'-4"
6'-8" 1'-4"
B
8660F1001S100

FOUNDATION PLAN
1/2" = 1'-0"
(TYP)
1'-0"
(TYP
)
1'-0"
P
99S03

FULLY GROUTED
12" CMU WALL (TYP)
TYP
CR314
GENERAL NOTES:

KEY NOTES:

MECHANICAL EQUIPMENT.

6. COORDINATE OPENING SIZE AND LOCATION WITH
MANUFACTURER'S ANCHORAGE REQUIREMENTS.

MECHANICAL DRAWINGS AND EQUIPMENT

EQUIPMENT PADS WITH ELECTRICAL AND

5. COORDINATE LOCATION AND DIMENSIONS OF ALL
FINISHED WITH WATER REPELLANT.

4. EXTERIOR CONCRETE MASONRY UNITS TO BE
S451/TYPE AND S461/TYPE.

S410/TYPE, S412/TYPE, S430/TYPE, S440/TYPE,

3. FOR MASONRY DETAILS, SEE DETAILS S400/TYPE,

2. FOR DOOR SCHEDULES, REFER TO DRAWING 99A01.

DRAWING 00S01.

1. FOR GENERAL STRUCTURAL NOTES, REFER TO
#
FXE
FXE
4 1
2 101
3 3
101-1
101-2
EQUIPMENT REQUIREMENTS.

REFERENCE ELECTRICAL DRAWINGS FOR
REFER TO SPECIFICATION SECTION 10520.

FIRE EXTINGUISHER PER DETAIL AN400/TYPE.

SPECIFICATION SECTION 08110.

HOLLOW METAL DOOR AND FRAME REFER TO
IN FULLY GROUTED CMU WALL.

PROVIDE #5@16" EACH WAY EACH FACE REBAR
UNIT. REFER TO SPECIFICATION SECTION 04220.
12''x8''x16'' STANDARD CONCRETE MASONRY
TYP
S350
TYP
S350
(TYP)
2 (TYP)
MCJ
(TYP)
12'-0"
G
99A02
H
99A02
E
99A02
F
99A02

TYP ALL AROUND
TOC 602.25
(TYP)
MCJ
TYP
CR314
1'-0"
TOC 602.25
1'-4"

1. 2.

3. 4.

Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:29:55-07'00'

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. 86094
P
lotD
ate:3/23/2023
3:45:47
PM
GENERAL NOTES: