Ukiah City Council
June 21, 2023

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

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

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

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

JOINT SEALANT

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

BACKER ROD

JOINT MATERIAL

RUBBER EXPANSION

SYNTHETIC SPONGE

CUT OUT TOP OF RCP

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

STEEL TROWEL
FINISH

SOIL BACKFILL

EXISTING PAVEMENT

TOP OF MH SHALL MATCH

AC PAVEMENT OR

CONCRETE

INDICATED ON THE

UNLESS OTHERWISE
MORTAR
6" TO EXISTING GRADE

DRAWINGS

BASE WHERE SOIL IS
OR 8" MIN ABC UNDER

UNDISTURBED SOIL

CAST BASE AGAINST
UNSTABLE.

CAST-IN-PLACE
CONE SHOWN ROTATED 90°.

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

PRECAST CONCRETE MANHOLE

ECCENTRIC PRECAST CONCRETE

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

RISERS WITH VARIABLE HEIGHT
MANUFACTURER'S DETAIL.

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

2. SEAL JOINTS WITH PRECAST CONCRETE JOINT SEALANT.

GROUT.

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

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

SEE DWGS
FINISHED GRADE.

PAVEMENT OR
(7" MAX)

ON DWGS
SHOWN

OTHERWISE
4" UNLESS

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

MATERIAL ALL

CONCRETE PAVEMENT
SEE DRAWINGS.

CONCRETE PAVEMENT

WELD ON CAP

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

FIBER EXP JOINT

AROUND (UNLESS

OTHERWISE INDICATED

ON THE DRAWINGS)

FINISHED GRADE

AC PAVEMENT OR

FINISHED GRADE
OR AC PAVEMENT.

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

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

SECTION
-
~
TYP

EACH SIDE
#4@12" EW
#4 x

FIN FL UNO

FLUSH W/
T.O. PAD

SIDEWALK - ENTRANCE PAD

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

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

MIN (TYP)

EXT DOOR

THRESHOLD
SEE NOTE 1.

EXPANSION JOINT.

EMBED.

S194/TYP MIN 4"

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

ABC (TYP)

COMPACTED
MIN 6"

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

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

SIDEWALK - ENTRANCE PAD
12/24/2020

AT CONC

PAVEMENT
6" 0"
3" CLR
MIN
MIN
2"CLR
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-2023 11:13:23
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TYPICALS

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

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

6"M
IN 12" 12"

PREFORMED CHANNEL
WALLS AND LINTELS.

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

Z FITTING W/ CMU ANCHOR FOR CMU,

AS REQUIRED (TYP)

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

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

DECK - SEE STRUCTURAL

CROSSING)
(TYP EACH SIDE EACH BEAM

BEAM CLAMP W/SQ U-BOLT

PREFORMED CHANNEL

STEEL BEAM
3/4" RIGID CONDUIT

GUSSET FOR LUMINAIRE

BEAM CLAMP WITH
(SIDE VIEW)

STEEL BEAM

CONDUIT HANGER

BEAM CLAMP WITH
6" MIN 6" MIN

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

GROUND ROD

TYP COMPRESSION CONNECTION
EG002
S

DIAMETER AS SPECIFIED)

GROUND ROD (LENGTH AND
GRADE

FINISHED
1 1
KEY NOTES:

CABLE PER CONNECTOR MANUFACTURERS GUIDELINES.

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

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

FINISHED GRADE

DIAMETER AS SPECIFIED)

GROUND ROD (LENGTH AND

BACKFILL
SOIL
1 1
KEY NOTES:

DRAIN ROCK
OR IN SPECIFICATIONS.

SIZE AS INDICATED ON DRAWINGS

GROUND GRID CONDUCTOR
AND CABLE PER CONNECTOR MANUFACTURERS GUIDELINES.

GROUND ROD TO GROUND GRID CROSS CONNECTOR. SIZE FOR ROD

GROUND WELL AS SPECIFIED
EG001 GROUND ROD AND GROUNDWELL

TYP COMPRESSION CONNECTION
S
GENERAL NOTES:

CONCRETE ANCHORS SHALL BE PER THE SPECIFICATIONS.

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

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

GRADE

FINISHED
1 1
OR IN SPECIFICATIONS.

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

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

EG101
TYP
S

COMPRESSION CONNECTION

COPPER GROUNDING CABLE CONNECTION
SKID

GROUND BUS OR EQUIPMENT

CONNECT TO EQUIPMENT

HOUSEKEEPING PAD

FLOOR OR

GROUNDING PLATE
KEY NOTES:
1 1
PLACEMENT OF CONCRETE.

INTO GROUND PLATE PRIOR TO

THREAD A POSITIONING ROD
SPECIFICATIONS.

DRAWINGS OR IN

SIZE AS INDICATED ON THE
GROUND GRID CONDUCTOR.

SPECIFICATIONS.

DRAWINGS OR IN

SIZE AS INDICATED ON THE
GROUND GRID CONDUCTOR.

EG102
TYP
S

COMPRESSION CONNECTION

CAST GROUNDING PLATE

DUXSEAL

FILL WITH
GRADE

FLOOR SLAB OR
COLUMN, ETC.

SKID, POST, STEEL BLDG.

METALLIC EQUIPMENT

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

KEY NOTES:
1 1
NOTES:

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

SIZE AS INDICATED ON DRAWINGS OR IN
GROUND GRID CONDUCTOR.

STRUCTURE, NOT TO EQUIPMENT OR TANK SHELLS.

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

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

TYP COMPRESSION CONNECTION
S
A
S
R
EQU
IR
ED

PREFORMED CHANNEL ATTACHMENT

TO FULLY GROUTED CMU WALL
EA080
TYP
S
TYP
S
EA060

GRATING SUPPORTS

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

EDGE OF
FLANGE

PL TO BEAM

TYP EA CLAMP
ACROSS
ALONG

ATTACHMENT TO STEEL BEAMS
S
TYP
EA030

AL CHANNEL

PREFORMED

CHANNEL

SUPPORT

AL GRATING

CHANNEL

SUPPORT

AL GRATING

CLAMP (TYP EA END)

STEEL U-BOLT W/TOP

SQUARE STAINLESS

AL GRATING
P
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-2023 11:14:46
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PROJECT NO. FILE NAME:

CE

TYPICALS

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

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

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

GROUT

NON-SHRINK
REQUIREMENTS.

POLE MANUFACTURERS

LEVELING NUTS PER

LOCK WASHERS, AND

SST ANCHOR BOLTS, NUTS,
REQUIREMENTS.

NUTS PER POLE MANUFACTURERS

LOCK WASHERS, AND LEVELING

SST ANCHOR BOLTS, NUTS,
WALL

OR SPECIFICATIONS)
(SIZE AS INDICATED ON DRAWINGS

GROUND GRID CONDUCTOR

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

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

NON-SHRINK
BACK
BOLT
PANEL
WASHER
& USE A STAR

SCRAPE PAINT

GROUND CONNECTION

THREADS TO ALLOW A

REMOVE PAINT FROM

USE A WIRE BRUSH TO

THE ENCLOSURE

BACK WALL OF

PANEL TO THE

OF THE BACK

STUD MOUNTING

BACK PANEL

CHASSIS TO THE

BUS OR A

OF A GROUND

BOLT MOUNTING
WASHER
FLAT
HOLE
TAPPED
STUD
WELDED
(TYP)

BRACKET

MOUNTING

GROUND BUS OR

BACK PANEL

CHASSIS TO THE

BUS OR A

OF A GROUND

STUD MOUNTING
(TYP)
WASHER
STAR
STUD
WELDED
PAINT
SCRAPE

ENCLOSURE

BACK WALL OF
BOLT
(TYP)

GROUND LUG

COMPRESSION
(INSIDE) (OUTSIDE)

ENCLOSURE WALL

CONDUCTOR (TYP)

GROUNDING

EQUIPMENT
WALL

ENCLOSURE

CHASSIS TO

BUS OR A

OF A GROUND

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

C PHASE

B PHASE

A PHASE

TRANSFORMER

FIRST DISCONNECTING DEVICE AFTER

EQUIPMENT FRAME

INTEGRALLY BONDED TO

EQUIPMENT GROUND BUS

EQUIPMENT FRAME

GROUND PAD

TRANSFORMER

CONDUCTOR

GROUNDING ELECTRODE

TYPE BUSHINGS

GROUNDING

CONDUIT

NEUTRAL BUS

SYSTEM BONDING JUMPER

DRAWINGS

SYSTEM AS INDICATED ON THE

TO GROUNDING ELECTRODE

DRAWINGS

SYSTEM AS INDICATED ON THE

TO GROUNDING ELECTRODE

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

SECONDARY POWER GROUNDING DETAIL

CONDUIT

FLUSH MOUNTED

SUSPENDED

CONDUIT

LUMINAIRE

LUMINAIRE
HANGER

CONDUIT
HANGER

CONDUIT

STRAP OR EQUAL
HANGER w/SAFETY

APPLETON FHSN

OR EQUAL

FHLF LOOP

APPLETON

OR EQUAL

AHG HANGER

APPLETON
KEY NOTES:

USE MEYERS HUB IN WET AND/OR CORROSIVE AREAS.

LENGTH AS REQUIRED FOR INDICATED MOUNTING HEIGHT.

TO ATTACHMENT DETAIL

PREFORMED CHANNEL REFER
CAP END CONDUIT AS REQUIRED.

AS REQUIRED (TYP)

STUD NUT OR HANGER

LINEAR FIXTURE NUT,

TO ATTACHMENT DETAIL

PREFORMED CHANNEL REFER
ROD

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

ONE-PIECE POLE

HINGED POLE
TYP
S
EL502 ANCHOR BASE FOR LIGHT POLE

MOUNTED ON SLAB
TYP
S
EG304 GROUNDING CONNECTION TO

FOOTING (UFER)
1 1

GROUND BUS MOUNTING

GROUND BUS
BOLT
WASHER
STAR
HOLE
TAPPED
BUS
GROUND

GROUND LUG

ELECTRODE SYSTEM

CONDUCTOR TO GROUNDING

GROUNDING ELECTRODE

CONDUCTORS

GROUNDING

EQUIPMENT

ELEVATION VIEW SIDE VIEW

GROUND LUG

COMPRESSION
TYP
S
EG204 GROUND BUS CONNECTIONS
# KEY NOTES:

BETWEEN CONDUCTOR AND FACE OF CONCRETE.

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

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

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-2023 11:13:29
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PROJECT NO. FILE NAME:

CE

TYPICALS

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

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

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

(TYP
)

3.0"
(TYP)

3.0"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

CONCRETE (RED)

CLASS CE

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

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

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

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

1. DIMENSIONS SHOWN ARE MINIMUM.

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

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

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

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

SUPPORTS AT INTERVALS OF 24" TO REDUCE DEFLECTION.

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

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

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

A SECTION
A
-
-
B
S101

TRAFFIC AREAS

POLE FOUNDATION

1. SEE NOTE
6-#5 MIN.

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

POLE BASE

CONC PIER
POLE
4"
MIN
LBOLT
ANCHOR
C

CONDUIT
GRADE

ELEVATION

COMPACTED SOIL

CONCRETE
CLASS "A" SEE

LAP SPLICE

FINISHED

CONDUIT(S)

ELECTRICAL

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

POLE BASE
TYP

PER POLE MFR REQUIREMENTS

WASHERS, AND LEVELING NUTS

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

OTHERWISE NOTED. PROVIDE WIND LOAD CALCULATIONS AND

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

TYP
S
EL507
POLE

CONDUIT
GRADE

SST ANCHOR BOLTS,

NUTS, LOCK WASHERS,

AND LEVELING NUTS PER

ELEVATION

COMPACTED SOIL

CONCRETE
CLASS "A"
SEE

LAP SPLICE

POLE BASE

CONC PIER
L
POLE

FINISHED
COVER

POLE BASE

CONDUIT(S)

ELECTRICAL

ENCASED
GROUT
MIN 1" NON-SHRINK

1. SEE NOTE
6-#5 MIN.

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

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

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

NON-TRAFFIC AREAS

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

OTHERWISE NOTED. PROVIDE WIND LOAD CALCULATIONS AND

1. USE MINIMUM DIMENSIONS AND REINFORCEMENT SHOWN UNLESS

POLE MFR REQUIREMENTS
P
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-2023 11:15:43
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1 LA
S
T
SAVED
B
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PROJECT NO. FILE NAME:

CE

TYPICALS

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

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

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

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

ENVELOPE

CONCRETE

CONDUIT REINFORCING STEEL
(TYP)

BAR SUPPORT

PRECAST CONCRETE
ON THE DRAWINGS.

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

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

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

ON THE

AS INDICATED

DUCT BANK

CONTINUING
GENERAL NOTES:

KEY NOTES:

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EQUIPMENT ABOVE.

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

BACKFILL

WARNING TAPE

SAND BACKFILL

CONDUIT OR CABLE

DIRECT BURIED

2. REFER TO THE SPECIFICATIONS FOR TRENCH BACKFILL REQUIREMENTS.

DRAWINGS.

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

TYP
S
EM015 DIRECT BURIED CONDUIT OR CABLE
KEY NOTES:

PVC COATED RIGID

STEEL CONDUIT
#4@12"

STD HOOK

CONDUCTOR

ELECTRODE

GROUNDING
GRADE

SLAB ON

CONDUIT
PVC
CONDUIT IS NOT PROTECTED BY AN EQUIPMENT PAD.

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

LAP SPLICE

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

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

INTO ELECTRICAL EQUIPMENT

ENCLOSURE

ELECTRICAL

FOUR SIDES

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

HOUSEKEEPING

ELECTRICAL
SLAB

CONCRETE
TYP
EM001

EQUIPMENT GROUND BUS

CONDUCTOR CONNECT TO

GROUNDING ELECTRODE
GENERAL NOTES:

WINDOW IN BOTTOM OF ELECTRICAL ENCLOSURE.

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

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

LAP SPLICE
(TYP)
GRADE

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

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

CONTINUING DUCT BANK AS INDICATED ON THE DRAWINGS.

EM001
S180
EM107
S130
EM001
2 2
2 GENERAL NOTES:

KEY NOTES:

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

PROTECTED BY AN EQUIPMENT PAD.

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

SLAB ON GRADE

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

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

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

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

1. DIMENSIONS SHOWN ARE MINIMUM.

NOTES:
4 3
2 1
5 CONCRETE POUR.

CONDUIT LOCATION AND TO PREVENT IT FROM FLOATING DURING

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

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

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

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

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

INSULATED THROAT

BUSHING WITH

METAL GROUNDING
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-2023 11:14:58
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PROJECT NO. FILE NAME:

CE

TYPICALS

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

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

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

CHANNEL CAP

CONDUIT

CHANNEL

PREFORMED

ANCHORS

CONCRETE
GROUT
1" NON-SHRINK

CONDUIT CLAMP
3"
3 -1/2"

PVC CONDUIT
FLOOR

FINISHED

TO FLOOR

DOWEL CURB

CHAMFER

CONDUIT
#3 HOOP
DRAINAGE.

TOP OF CURB FOR

CROWN OR SLOPE

STEEL CONDUIT

PVC COATED
(TYP)

CONDUIT COUPLING
(TYP
)"
12"

PVC FEMALE ADAPTER

ELBOW (TYP)

STEEL CONDUIT

PVC COATED

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

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

AND LARGER.

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

2. TYPICAL BOTH SIDES, FRONT AND REAR.

1. COORDINATE REINFORCING STEEL REQUIREMENTS WITH THE GENERAL CONTRACTOR.

EM107
TYP

CONDUIT HOUSEKEEPING CURB
S
3 2
1 SUBGRADE

PREPARED
GRADE

FINISHED
PANEL

KNOCKOUT

PRE-FORMED
HATCH

ACCESS ROADWAY

COATING

EXTERIOR

DRAIN SUMP

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

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

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

PRECAST CONCRETE W/HATCH

ELECTRICAL HANDHOLE
J
#
GENERAL NOTES:

KEY NOTES:

BANKS AT EACH HANDHOLE.

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

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

ELECTRICAL HANDHOLE AND MANHOLE SCHEDULE (MAXIMUM

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

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

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

FOR CONNECTION REQUIREMENTS.

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

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

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

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

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

PREFORMED KNOCKOUT PANELS. PROVIDE KNOCKOUTS ON EACH

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

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

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

PREFORMED CHANNEL
316 STAINLESS STEEL

ANCHORS

CONCRETE

HARDWARE

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

CONDUIT SUPPORT
S
TYP
S
EM104

FOR ELECTRICAL CONDUITS

CONDUIT FLOOR SUPPORT
# KEY NOTES:

DRAWINGS.

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

CONDUIT(S)

OUTSIDE OF

STRUCTURE

INSIDE OF

DUCTBANK)
1" (TYP AROUND

STIRRUPS
1 STRUCTURE

FITTING (TYP)

END BELL

CONDUCTOR

GROUNDING
2 4
3 EM001
S130
S180

REINFORCEMENT

LONGITUDINAL

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

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

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

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

HEIGHT IN INCHES.

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

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

MANHOLE. BOND GROUNDING FITTING TO DUCTBANK GROUNDING

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

SUPPORT

CHANNEL

PREFORMED

AND DOUBLE NUT

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

REFER TO ATTACHMENT DETAIL

PREFORMED CHANNEL
GENERAL NOTES:

3. REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

2. PROVIDE SEISMIC BRACING PER THE SPECIFICATIONS.

INSTALLED.

SUPPORTS AS REQUIRED BY EQUIPMENT AND MATERIALS TO BE

1. PROVIDE NUMBER AND LENGTH OF PREFORMED CHANNEL

ENCASED CONDUITS

EXPOSED CONDUITS

WASHER OR HEX NUT

CONDUIT CAP

NYLON PULL ROPE

NUT TO PIPE CAP

WELD WASHER OR HEX
STEEL CONDUIT.

PVC COATED RIGID
STEEL COUPLING.

PVC COATED RIGID
TYP
S
EM105 SPARE CONDUIT DETAIL

WASHER OR HEX NUT

TIE PULL ROPE TO
CURB

OR HOUSEKEEPING

FINISHED FLOOR
GENERAL NOTES:

1. PROVIDE 2" MIN CLEAR BETWEEN ADJACENT CONDUITS

STEEL CONDUIT

PVC COATED RIGID

WITH THE CURB

COUPLING BOOT FLUSH

CUT PVC COATING
COATED CONDUITS.

EXTEND SPARE

CAN BE USED TO

SEALING LOCKNUT

RIGID STEEL

AND PVC COATED

MAY BE REMOVED

IN FUTURE, PLUG
PLUG.

BRASS CONDUIT
7 P
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-2023 11:14:07
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PROJECT NO. FILE NAME:

CE

TYPICALS

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

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

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

SET TOP OF MANHOLE FLUSH

AT PAVING OR SIDEWALKS,

FRAME AND MANHOLE COVER
36"Ø EMBEDDED TOP FLANGE

COATING

EXTERIOR

TIE - OFF
LADDER

SET TOP OF MANHOLE FLUSH

AND/OR RISERS AT PAVING OR SIDEWALKS

PRECAST GRADE RINGS
COVER

FRAME AND MANHOLE
36"Ø BOTTOM FLANGE

SUBGRADE

PREPARED

BASE MATERIAL
(LOCATIONS PER FABRICATOR)

PRECAST STRUCTURE JOINT

CHANNELS FOR CABLE RACKS

PREFORMED AND EMBEDDED

MANHOLE BASE

GROUND CABLE

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

BASE MATERIAL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

PULLING

COATING

EXTERIOR

AROUND)

AREAS (TYP

CABLE ROUTING
IRON

PULLING

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

REINFORCING BARS

TIE INTO TOP OF SLAB

SURROUNDING GRADE
MANHOLE 2" TO 4" ABOVE

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

PRECAST CONCRETE
ELECTRICAL MANHOLE:

B SECTION
-
C
-
D
-

SLOPE SLOPE
PANEL

KNOCKOUT

PREFORMED
ACCESS

MANHOLE
C
LR
M
IN
C
LR
M
IN

SLOPE SLOPE

SURROUNDING GRADE
MANHOLE 2" TO 4" ABOVE

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

CONCRETE

CLASS B

CLASS A OR
SUMP

CAST-IN
SUMP

CAST-IN
(ABOVE
)
ACC
ESS

CAST-IN SUMP
A

LADDER TIE - OFF

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

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

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

EXPOSED TOP SLAB
MAX
8"

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

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

DUCT BANKS)
(TYP AT
S055
GENERAL NOTES:

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

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

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

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

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

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

15. SLOPE TO BE COMPLETED BY CONTRACTOR.

INTO CONCRETE SEE SECTION 16070 - HANGERS & SUPPORTS.

MAY NOT BE REQUIRED FOR PRODUCTS WHICH SECURE DIRECTLY

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

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

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

LOCATE SUMP OUTSIDE VERTICAL CORRIDOR BELOW MANHOLE

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

10. PROVIDE MIN 12" COMPACTED AGGREGATE BASE COURSE.

EACH DUCT BANK PENETRATION.

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

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

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

PREFORMED KNOCKOUT PANELS. PROVIDE KNOCKOUTS ON EACH

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

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

CORRIDOR BELOW MANHOLE COVER.

SLOTTED COVER. LOCATE SUMP OUTSIDE VERTICAL ACCESS

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

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

SUMP OR CONCRETE BALLAST TO RESIST FLOTATION, SEE SECTION

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

FOR MANHOLES WITH EXPOSED TOP SLAB, SEE SECTION C

1. MANHOLE ACCESS FOR BURIED MANHOLE SHOWN IN SECTION B. 15 15
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-2023 12:58:29
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C
arollo_S
td_P
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P
lotScale:1:1 LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

CE

TYPICALS

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

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

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

CONDUIT
2"
DRAWINGS.

SEE STRUCTURAL
FOR CORE DRILLING.

DIRECTION REQUIRED

MIN SPACING IN EACH
REINFORCEMENT AT 12"
SLAB

CONCRETE
APPLICABLE.

HOUSEKEEPING CURB AS
EM107 OR EQUIPMENT
SLAB

CONDUIT
SLAB

CONDUIT
(TURNING)

CONDUIT
SLAB

CONDUIT

EPOXY GROUT

NON-SHRINK

FILL WITH

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

S101
S101

S101
EM163
S
TYP

CORE DRILLED PENETRATION

CONCRETE WALL

CONDUIT

CONCRETE WALL
CLR
2" MIN

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

REQUIRED FOR CORE-DRILLING.

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

REFER TO STRUCTURAL DRAWINGS.

REINFORCEMENT SPACING LESS THAN 2" IN EACH DIRECTION.

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

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

OF REINFORCEMENT. MAINTAIN MIN 2" CLEAR BETWEEN CORE

1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS

TYP

MIN CLR
GENERAL NOTES:

2. APPLY EPOXY CEMENT BONDING AGENT PRIOR TO GROUTING.

DRILLED OPENING AND REINFORCEMENT.

OF REINFORCEMENT. MAINTAIN MIN 2" CLEAR BETWEEN CORE

1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS EM139

CONCRETE SLAB

CORE DRILLED PENETRATION
S

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

CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.

MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
PREVENT FLOTATION.

OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO

SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS
TYP
SEE DETAIL.

FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
PLACING CONCRETE.

MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE

WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE

1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.

NOTES:

EACH PAIR.

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

REINFORCEMENT MAT

TOP STRUCTURAL

REINFORCEMENT MAT

BOTTOM STRUCTURAL
EM116
TYP
S

STACKED RUNS

EMBEDDED CONDUIT IN CONCRETE SLAB
KEY NOTES:

CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.

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

CENTER LARGEST DIAMETER CONDUIT BETWEEN TOP
SEE DETAIL.

FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
PLACING CONCRETE.

MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE

WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE

1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.

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

REINFORCEMENT MAT

TOP STRUCTURAL

REINFORCEMENT MAT

BOTTOM STRUCTURAL
TYP
TYP
PREVENT FLOTATION.

OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO

SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS
EM115
TYP
S

SINGLE RUN

EMBEDDED CONDUIT IN CONCRETE SLAB
KEY NOTES:

PLACING CONCRETE.

MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE

WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE

1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.

NOTES:

SEE DETAIL.

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

MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
SAME HORIZONTAL PLAN.

THAN DIAMETER OF THE LARGER CONDUIT IN THE

SPACING BETWEEN PARALLEL CONDUITS NOT LESS

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

SUPPORT CONDUITS AT CROSSING TO PREVENT SAG
EACH PAIR.

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

REINFORCEMENT MAT

TOP STRUCTURAL

REINFORCEMENT MAT

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

OCM METAL BAR SUPPORT PRODUCT TYPE OR EQUAL. TIE

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

TYP CROSSING RUNS
S

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

CE

TYPICALS

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

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

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

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

ROUND CORNERS TO
1/4 AL PL

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

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

C POST BASE

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

CONC ANCHORS
1" NON-SHRINK
GROUT

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

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

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

3. USE STAINLESS STEEL FASTENERS FOR MOUNTING DEVICES.

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

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

NOTES:

C
-

ELEVATION
-
A
B
-

SECTION
-
C
C
-

SECTION
EM201
S
TYP

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

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

3. USE STAINLESS STEEL FASTENERS FOR MOUNTING DEVICES.

SPECIFICATIONS.

2. COAT ALUMINUM SURFACES IN CONTACT W/ CONCRETE PER

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

A
-

ELEVATION
-
C
C
-

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

ELEVATION

CONDUIT
GROUT

NON-SHRINK

FILL WITH

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

AGENT IMMEDIATELY PRIOR TO GROUTING.

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

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

NOTES:

CMU WALL
EM173
S
TYP

CORE HOLE PENETRATION

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

JUNCTION BOXES.

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

ENCLOSURES THAT CAN BE MOUNTED DIRECTLY TO THE

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

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

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

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

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

PREFORMED SINGLE CHANNELS.

CHANNELS. HORIZONTAL SUPPORTS SHALL CONSIST OF

5. VERTICAL SUPPORTS SHALL CONSIST OF PREFORMED DOUBLE
SPECIFICATIONS.

METALS, ISOLATE DISSIMILAR METALS AS SPECIFIED IN THE

4. WHERE CONCRETE ANCHORS COME IN CONTACT WITH DISSIMILAR

3. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

SUPPORT.

BOARDS SHALL NOT EXCEED 12 SQUARE FEET PER VERTICAL

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

LIMITATIONS IN THIS DETAIL. REFER TO THE SPECIFICATIONS FOR

EXCEEDS THE SPECIFIED DESIGN CRITERIA OR DIMENSIONAL

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

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

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

CHANNEL

PREFORMED

PLATE (TYP)
3-HOLE CORNER

PLATE (TYP)
4-HOLE TEE

SUPPORT (TYP)

VERTICAL

SUPPORT (TYP)

HORIZONTAL
3 1/2" MIN
3 BOARD

MOUNTING
1 1'-0
"
M
IN

GROUT (TYP)
1" NON-SHRINK

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

CHANNEL MOUNTING

POST BASE FOR DOUBLE

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

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

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TYPICALS

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

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

FASTENER
SST 1/2"
FRAME

BUILDING STEEL
SIDING

BUILDING METAL

PLYWOOD

CEILING

DISCONNECT

JUNCTION BOX

POWER OUT

POWER IN/

CHANNEL

PREFORMED

CONDUIT

CHANNEL

PREFORMED

ANCHORS
WOOD
JOIST

CEILING

DRYWALL

CEILING

CONDUIT CLAMP

CONDUIT

CHANNEL

PREFORMED

ANCHORS
WOOD
JOIST

CEILING

DRYWALL

CEILING

CONDUIT CLAMP

PLYWOOD

CEILING
18"
18"
6"
3"

EXPANSION FITTING

JOINT FILLER

COMPRESSIBLE
ALL AROUND.

FROM BUILDING. 1" CHAMFER

CONCRETE SLOPED AWAY

LB CONDUIT FITTING

OR FOUNDATION

FOOTING
SHOWN ON PLANS.

CONCRETE ENCASEMENT WHERE

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

EQUIPMENT
TO
SOURCE

TO POWER

CONTROL
1 1
WALL UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

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

RECEPTACLE

NETWORK JACK AND
(OFFICE AREAS)

INDIVIDUAL RECEPTACLE
FLOOR

FINISHED

DOOR FRAME TRIM

OF STROBE
7'-0" TO BOTTOM
FIRE

CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND

RECEPTACLE

VERTICALLY WITH SWITCH

THERMOSTAT, ALIGN

CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND

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

OF PLATES

HORN/STROBE

FIRE ALARM

STATION (WHERE REQUIRED)

FIRE ALARM MANUAL PULL

LIGHT SWITCH
EM725 OUTLET BOX MOUNTING
TYP
S
KEY NOTES:

KELLEMS GRIP

EQUIPMENT CABLE

JUNCTION BOX
CABLE TO FIELD WIRING.

TRANSITION FROM THE EQUIPMENT

PROVIDE TERMINAL STRIPS TO
DETAILS.

CONDUIT AND CABLE SCHEDULE FOR

REFER TO THE ELECTRICAL DRAWINGS,
POWER AND CONTROL CONDUITS.

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

CABLE CONNECTION DETAIL
GENERAL NOTES:

KEY NOTES:

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS. #

ABOVE GRADE
EM219 CONDUIT PENETRATION
TYP
2 1
EXPANSION FITTING.

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

MANUFACTURER. SUBMIT TO ENGINEER OF RECORD FOR REVIEW

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

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

KEY NOTES:

1. CONDUIT AND ENCLOSURE REQUIREMENTS AS SPECIFIED.

QUANTITY.

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

2. SIZE CONDUIT IN ACCORDANCE WITH THE NEC.

1. CONDUIT IS NOT INCLUDED IN THE CONDUIT SCHEDULE.

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

CONTINUOUS LENGTH

ANTENNA MAST ONE

STEEL PIPE FOR

HEAVY WALL STAINLESS
TYP

ANTENNA
EG201

WEATHER GUARD CAP
BANDING (5' ON CENTER)

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

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

ATTACHMENTS SHALL BE
STRUCTURE. PIPE SUPPORTING

SECURE ANTENNA MAST ON
CABLE.

CONDUIT AND ANTENNA

BOOT TO SEAL AROUND

HEAT SHRINK RUBBER
1 2
DETAILS AND NOTES.

AND STRAP CLAMPS. REFER TO PLAN DRAWINGS FOR ATTACHMENT

2. SUPPORT STEEL PIPE ON STRUCTURE WITH PREFORMED CHANNEL

1. TO FIELD MOUNTED JUNCTION BOX.

KEYNOTE:

STRUCTURE
TYP
EM903
J 11/24/2021

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

KEY NOTES:
1 SINGLE JOIST

PARALLEL JOISTS
TYP
EM901

FOR ELECTRICAL CONDUITS

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

MOUNTING DETAIL

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

CE

TYPICALS

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

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

CONDUIT "LL"

HAND RAIL

MOUNTING STAND

SENSOR CABLE
WEIR
D

ASSEMBLY

SWING MOUNTED

FLOW TRANSMITTER

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

PIPE MOUNTING STAND - WEIR LEVEL PROBE
L
C

FLOW SWITCH

THERMAL

FLOW STREAM

EXTEND TO CENTER OF

SENSING ELEMENTS TO
PROCESS CONNECTION.

PROVIDE 3/4" NPT FEMALE

FLEXIBLE CONDUIT
TYP
S
NF111 THERMAL FLOW SWITCH MOUNTING DETAIL

STRAIN RELIEF

HIGH ALARM FLOAT

PUMP-ON FLOAT

PUMP-ON FLOAT
ANCHOR

PVC COATED
TYP
S
NL108 LEVEL FLOAT WITH CHAIN

FLOAT CLAMP (TYP)

PUMP OFF FLOAT

1. NUMBER OF FLOATS AS SHOWN ON DRAWINGS.

NOTES:

PVC COATED CHAIN

CARABINER
CHAIN

PIPE CAP

STRAIN RELIEF

PIPE CAP
LEVEL

HANGING POSITION HIGH

FLOAT SHOWN IN FREE
ANCHOR

APPROVED STRAP AND

SECURE PIPE TO WALL WITH
WALL EVERY 36"

SECURE PIPE TO
(TYP)
EVERY 36"

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

GROUND TERMINAL

TRANSMITTER

FLEXIBLE CONDUIT
1-#8 XHHW-2

POWER CONDUIT

SIGNAL CONDUIT

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

GROUNDING DETAIL

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

CONNECT METER BODY TO EARTH GROUND POTENTIAL.

MAGMETER.

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

EARTH GROUND AND TRANSMITTER GROUND TERMINAL.

CONTRACTOR SHALL VERIFY ZERO POTENTIAL BETWEEN FLOW TUBE,

POSITION PUMP OFF FLOAT

SUBMERGED (OPERATED)

CONCRETE BOTTOM

SOCKET OR ROD IN

PUMP-ON FLOAT

HIGH ALARM FLOAT

PUMP-OFF FLOAT

STRAIN RELIEF

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

2. FLOATS SHOWN IN FREE HANGING POSITION.

P&IDS.

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

SAMPLE LINE
DRAIN

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

PROCESS
4 ALARM 2
ALARM 1
SYSTEM
ALARM

ANALYZER

CHEMISTRY

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

4. PROVIDE AIR GAPS FOR ALL DRAINS.

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

INSTRUMENT.

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

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

KEY NOTES:

THE MECHANICAL DRAWINGS FOR INSTALLATION.

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

3. MOUNT METER SO THAT IT REMAINS FULLY FLOODED.

OPPOSITE SEQUENCE.

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

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

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

DIAMETERS UPSTREAM AND 3 PIPE DIAMETERS DOWNSTREAM OF

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

1. PIPE SUPPORTS BY MECHANICAL CONTRACTOR. NO SUPPORTS

MAGNETIC FLOWMETER MOUNTING DETAIL
1 2 2
FLOW
NOTES:

HORIZONTAL PIPE AS INDICATED ON THE PLAN DRAWINGS.

1. MOUNT THE SWIVEL / PIVOT / PIPE CLAMP ASSEMBLY TO A GUARDRAIL OR P
lotD
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-2023 11:13:11
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arollo_S
td_P
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SAVED
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PROJECT NO. FILE NAME:

CE
CE

TYPICAL
8660F10
crollins
00TN01
8660F1000TN01.dgn

TYPICAL DETAILS
BAL
INSTRUMENTATION 184

TRANSMITTER

DIFFERENTIAL PRESSURE

MANIFOLD
5-VALVE COPLANAR

SEAMLESS TUBING

ONE-PIECE,
TWO 1/2" DIAMETER

LOW PRESSURE TAP

CONTRACT DOCUMENTS

AS REQUIRED BY THE
2" PROCESS CONNECTION OR

HIGH PRESSURE TAP

CONTRACT DOCUMENTS

AS REQUIRED BY THE
2" PROCESS CONNECTION OR

DOCUMENTS (TYP)

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

LINK SEAL

RADAR HORN
SS316 STEEL ANGLE

CONDUIT

CONDUIT CLAMP

FLEXIBLE CONDUIT

INTEGRAL TRANSMITTER
FLANGE

LCD DISPLAY

SPOOL PIECE

ANTENNA EXTENSION

RECOMMENDED

MANUFACTURER'S

SPOOL PIECE

GROUT AROUND
FLANGE

SPOOL PIECE

TO ACCOMMODATE

CORE DRILL CONCRETE

PLUG VALVE

BALL OR

BALL OR PLUG VALVE

DIAPHRAGM SEAL
PLUG

BALL OR PLUG VALVE

PLUG VALVE

BALL OR

DIAPHRAGM SEAL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

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

DESICCANT J-BOX
COVER

INSIDE ENCLOSURE'S

DESICCANT MOUNTED

INSIDE ENCLOSURE

TERMINATE VENT

AND VENT TUBE

VENDOR CABLE

TRANSMITTER

PRESSURE

CONDUIT
ANALOG
TYP
S
NL132

J-BOX DETAIL

DROP-IN PRESSURE TRANSMITTER DESICCANT
TYP
S
NL133

TRANSMITTER

PRESSURE
VESSEL

RESERVOIR OR

WALL OF TANK,

CABLE CLAMP

VENDOR CABLE
ANCHOR
CLAMP
SENSOR
CABLE

ANCHOR TETHER

PRESSURE TRANSDUCER

ANCHOR WEIGHT DETAIL

TYP
NP188
S

WITH COPLANAR MANIFOLD

DIFFERENTIAL PRESSURE TRANSMITTER

GAS OR AIR APPLICATIONS
GENERAL NOTES:

NEEDED.

3. SUPPORT ALL 1/2" TUBING EVERY 48" OF RUN MAXIMUM OR AS MOUNTING BRACKET ATTACHED TO AN APPROVED STRUCTURE.

2. INSTALL TRANSMITTER USING MANUFACTURER PROVIDED PIPE OF 1" PER 1/2" OF HORIZONTAL RUN.

TRANSMITTER TOWARDS BOTH PROCESS CONNECTIONS A MINIMUM

1. SLOPE BOTH 1/2" IMPULSE LINES DOWN AWAY FROM THE DP
J-BOX
FOR BEAM ANGLE INFORMATION.

REFERENCE MFG INSTRUCTIONS
WALL AND ALL OBSTRUCTIONS.

AND CLEAR FROM ADJACENT

THAT THE BEAM ANGLE IS FREE

ADJUST LENGTH OF UNISTRUT SO
BOOM ARM:

CHANNEL

PREFORMED

FLOOR BRACKET

TO SUPPORT BOOM ARM

ADJUST SIZE OF ANGLE BRACKET

UNISTRUT ANGLE BRACKET
2 3
1 FLUME OR BASIN MOUNTING DETAIL
NL180

TRANSMITTER

ACCESS TO THE

BRACKET TO GET

ALLOW ROTATION OF

EXTRA LENGTH TO
LEAVE 12 INCHES

FLEXIBLE CONDUIT,
4 # KEY NOTES:

MANUFACTURER'S BLANKING ZONE PLUS 2 INCHES.

INCLUDING OVERFLOW, AND PROBE FACE SHALL BE

4. MINIMUM DISTANCE BETWEEN HIGHEST POSSIBLE LEVEL,
FLOOR BRACKET.

3. TO ACCESS TRANSDUCER/TRANSMITTER REMOVE BOLTS FROM

2. USE APPROVED CONCRETE ANCHOR AND FASTENERS.

ALL EXPOSED PREFORMED CHANNEL.

1. CONTRACTOR SHALL FURNISH END CAPS AND CHANNEL CAPS ON L-TAB ON UNISTRUT.

MOUNT BRACKET TO
MOUNTING BRACKET.

WITH FACTORY SWIVEL

TRANSMITTER/TRANSDUCER

RADAR LEVEL

RADAR LEVEL TRANSDUCER/TRANSMITTER
TYP
R
GENERAL NOTES:

EXISTING REBAR AND CORE DRILL.

THERE WILL BE MINIMUM 1 1/2" CLEARANCE (CONCRETE COVER) BETWEEN REINFORCEMENT IN SLAB. THE CORE DRILL SHALL BE LOCATED SUCH THAT MAXIMUM 8" DIAMETER CONCRETE WITHOUT DAMAGING THE EXISTING STEEL

2. CONTRACTOR SHALL SCAN THE EXISTING REBAR IN THE SLAB AND CORE DRILL

1. DO NOT DAMAGE OR CUT ANY EXISTING REBAR.

TYP
R
NL153

MOUNTING DETAIL

RADAR INSTRUMENT
2 1
3 #
GENERAL NOTES:

KEY NOTES:

3. VERIFY SUITABLE ANTENNA EXTENSION IS AVAILABLE.

STRUCTURE, PER MANUFACTURER'S RECOMMENDATION.

2. PROVIDE ANTENNA EXTENSION SUCH THAT THE RADAR HORN EXTENDS INTO THE

1. 1 INCH LARGER THAN DIAMETER OF RADAR HORN.
11/9/2022
EXISTING REBAR AND CORE DRILL.

THERE WILL BE MINIMUM 1 1/2" CLEARANCE (CONCRETE COVER) BETWEEN REINFORCEMENT IN SLAB. THE CORE DRILL SHALL BE LOCATED SUCH THAT MAXIMUM 8" DIAMETER CONCRETE WITHOUT DAMAGING THE EXISTING STEEL

2. CONTRACTOR SHALL SCAN THE EXISTING REBAR IN THE SLAB AND CORE DRILL INSTALL LCD DISPLAY.

1. LENGTH OF ANTENNA EXTENSION AND SPOOL PIECE SHALL BE AS REQUIRED TO OR
1 2
3 TYP
NP502
S

MOUNTING DETAIL

PRESSURE INSTRUMENT
# KEY NOTES:

TRANSMITTER

SWITCH, OR

PRESSURE GAUGE,
THREAD-O-LET FOR WELDED PIPE. TEE OR REDUCING TEE FOR NON-METALLIC PIPE.

3. THREADED TAP OR SADDLE CONNECTION FOR DUCTILE IRON PIPE. WELD-O-LET OR

2. ALL VALVE AND PIPE MATERIAL SHALL BE COMPATIBLE WITH PROCESS FLUID.

IDENTIFY INDIVIDUAL REQUIREMENTS FOR DIAPHRAGM SEALS.

1. USE THE INSTRUMENT DATA SHEETS IN DIVISION 17 OR DIVISIONS 40 SPECS TO OR

MOUNTING DETAIL
S
NP501
TYP

MULTIPLE PRESSURE INSTRUMENTS
1 2
3 TRANSMITTER

SWITCH, OR

PRESSURE GAUGE,
THREAD-O-LET FOR WELDED PIPE. TEE OR REDUCING TEE FOR NON-METALLIC PIPE.

3. THREADED TAP OR SADDLE CONNECTION FOR DUCTILE IRON PIPE. WELD-O-LET OR

2. ALL VALVE AND PIPE MATERIAL SHALL BE COMPATIBLE WITH PROCESS FLUID.

IDENTIFY INDIVIDUAL REQUIREMENTS FOR DIAPHRAGM SEALS.

1. USE THE INSTRUMENT DATA SHEETS IN DIVISION 17 OR DIVISIONS 40 SPECS TO # KEY NOTES:

TYP MOUNTING DETAIL
NL175 ULTRASONIC LEVEL TRANSMITTER
R

ANGLE IRON

CONDUIT CLAMP

CONDUIT
FLANGE

INTEGRAL FLANGE
MOUNT

FLEXIBLE CONDUIT

TRANSMITTER/TRANSDUCER

ULTRASONIC LEVEL

SPOOL PIECE

SPOOL PIECE

GROUT AROUND
PIECE

ACCOMMODATE SPOOL

CORE CONCRETE TO

LINK SEAL
1 KEY NOTES:
2 1
2 ANGLE TO CLEAR BOTTOM OF THE TANK NOZZLE. MAXIMUM 8 INCHES DIAMETER OPENING.

MINIMUM 6 INCHES DIAMETER. INCREASE DIAMETER AS REQUIRED TO ALLOW CONE PROBE FACE SHALL BE MANUFACTURER'S BLANKING ZONE PLUS 2 INCHES.

MINIMUM DISTANCE BETWEEN HIGHEST POSSIBLE LEVEL, INCLUDING OVERFLOW, AND 11/9/2022
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-2023 11:15:34
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PROJECT NO. FILE NAME:

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CE

TYPICAL
8660F10
crollins
00TN02
8660F1000TN02.dgn

TYPICAL DETAILS
BAL
INSTRUMENTATION 185

10'-0"
5'-0"
"L"/2
"L"/2
9" MIN

0.25 Ø
8" MIN
12"
3'-0
"
(M
IN
)
2'-0" 2'-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. 76832
TYP
CY111
SHEET 2 OF 2

PIPE TRENCH
J 08/19/22
1 A

CASING PIPE
TYP
08/19/22
CY165

BLOCK TO PREVENT

FLOTATION OF PIPE

THICKNESS

FILL ANNULAR
B
2 A
2 CASING PIPE WITH

PIPE SIZE AND TYPE AS

PER SPECIFICATIONS

CONTACT GROUT

SPACE WITH

CASING SPACER
S

0.500" MINIMUM WALL
MINIMUM 30" STEEL

MICROTUNNEL STEEL CASING
SHEET 1 OF 3
CASING

BOTTOM OF

LUBRICATE

CARRIER PIPE

INDICATED ON THE DRAWINGS
STAGGERED AT 10'-0" OC

GROUT COUPLINGS

CARRIER PIPE SIZE
8-12" SPACER WIDTH

MIN THICKNESS
18"
TYP
08/19/22
CY165

CASING / CARRIER PIPE

0.500"

CASING ID
LOADS AND PIPE BENDING.

WHERE PROJECT IS LOCATED) FOR MAXIMUM JACKING

CONTRACTOR'S ENGINEER (LICENSED IN THE STATE
* CASING WALL THICKNESS TO BE VERIFIED BY

MICROTUNNEL STEEL CASING
SHEET 3 OF 3
29"
SN
TYP
SN
CY131 THRUST RESTRAINT - BURIED THRUST BLOCK

UNDISTURBED SOIL

OBTAIN BEARING AREA AGAINST
LENGTH "L" AS REQUIRED TO
SLOPE

MAXIMUM
2 1
TO
O
B
TA
IN
B
EAR
ING
AR
EA

ADDITIONAL EXCAVATION IF NECESSARY
FORCE
THRUST

OBTAIN BEARING AREA AGAINST
LENGTH "L" AS REQUIRED TO

UNDISTURBED SOIL
AGA
IN
S
T UND
IS
TURB
ED
S
O
IL

TO OBTAIN REQUIRED BEARING AREA
"H"A
S
R
EQU
IR
ED

THRUST FORCE
"L"/2 "L"/2
"L"/2 "L"/2

OBTAIN REQUIRED BEARING AREA

OR SLOPE UP IF NECESSARY TO

PLACE CONC LEVEL WITH TOP OF PIPE

3. THRUST BLOCK SHALL BEAR ON UNDISTURBED SOIL.

2. CONCRETE SHALL BE CLASS "A" OR "C".

OF 200 PSF/FT DEPTH.

PRESSURE, OR BEARING AREA INDICATED ON THE DRAWINGS USING A PASSIVE RESISTANCE THAN 1500 PSF AT THE TOP OF THRUST BLOCK WHEN THE PIPE IS SUBJECTED TO ITS TEST

1. BEARING AREA IS THE AREA REQUIRED TO OBTAIN A MAXIMUM PRESSURE NOT GREATER NOTES:

AGAINST UNDISTURBED SOIL

OBTAIN BEARING AREA
LENGTH "L" AS REQUIRED TO
-

A TYPICAL SECTION
A
-
A
-
A
-
FORCE
THRUST
08/19/22
CLSM

8. CONTRACTOR TO PROVIDE LOCATIONS OF INTAKE AND DISCHARGE AIR VENTS.

THE ALIGNMENT DOES NOT CONFLICT WITH OTHER UTILITIES AND/OR RIGHTS-OF-WAY.

VERTICAL DEVIATION OF +0" AND -2", AND A MAXIMUM HORIZONTAL DEVIATION OF ±2" PROVIDED

7. CASINGS SHALL BE INSTALLED TO THE GRADE SHOWN ON THE DRAWINGS, WITH A MAXIMUM SPECIFICATIONS.

6. CONTACT GROUT SHALL BE PLACED BETWEEN THE CASING PIPE AND THE GROUND PER THE SPECIFICATIONS.

5. ANNULAR SPACE BETWEEN CARRIER PIPE AND CASING TO BE FILLED WITH CLSM PER THE

4. ALL PIPE JOINTS WITHIN THE CASING ARE TO BE FULLY RESTRAINED.

BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

3. ADVANCE PRODUCTS AND SYSTEMS, INC., OR EQUAL, CASING SPACERS AND END SEALS SHALL FOR THE FULL LENGTH OF THE CASING.

2. CASING PIPE SHALL BE LAID TRUE TO LINE AND GRADE WITH NO BENDS OR CHANGES IN GRADE WELDING OF STEEL WATER PIPE." COATINGS FOR STEEL CASING ARE NOT REQUIRED.

WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C206, "AWWA STANDARD FOR FIELD ALL JOINTS SHALL BE WELDED. INTERIOR JOINTS SHALL BE GROUND TO SMOOTH FINISH. ALL

1. STEEL CASING PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A283, GRADE B, C, OR D.

NOTES:

5. REFER TO SECTION 02318 FOR TRENCH WIDTH.

4. REPLACE ALL TRAFFIC STRIPING AS REQUIRED.

AND UPPER 30" SHALL BE NATIVE MATERIAL AT 85% COMPACTION.

UNIMPROVED AREAS, TRENCH BACKFILL SHALL BE NATIVE MATERIAL AT 90% COMPACTION

3. FOR PAVED AREAS, TRENCH BACKFILL SHALL BE CLASS II AB AT 95% COMPACTION. FOR APPLICATION OF CORROSION PROTECTION OF JOIN RESTRAINT.

CLEARANCE SHALL NOT BE LESS THAN 9-INCH TO ENSURE ADEQUATE SPACE FOR MAINTAINED FROM TRENCH WALL TO OUTSIDE OF PIPE RESTRAINT MATERIALS. THE MINIMUM

2. WHERE MECHANICAL RESTRAINTS ARE USED, THE MINIMUM CLEARANCES SHALL BE TRENCHING PRIOR TO SLOPED EXCAVATION.

WALLS MAY BE SLOPE TO REMOVED THE NEED FOR SHORING, CM TO APPROVE SLOPED

1. IN GENERAL, TRENCH WALLS SHALL BE VERTICAL. IN OPEN FIELD CONSTRUCTION, THE NOTES:

TYP
08/19/22
CY165

GROUT COUPLING SPACING

STEEL CASING

HALF COUPLING
1 B GROUT COUPLING
2" STD STEEL PIPE
2" CAST IRON PLUG
S

MICROTUNNEL STEEL CASING
SHEET 2 OF 3
TYP
CY111 PIPE TRENCH

TRENCH WIDTH

AS SPECIFIED

SAW CUT

EXISTING GRADE

EXISTING SUBGRADE

UNDISTURBED SOIL

SHOULDER

BEGINNING OF

PAVEMENT, OR

FACE, EDGE OF

EXIST GUTTER

AND IN OPEN AREAS

OUTSIDE ROADWAY

AND PAVED AREAS

IN ROADWAYS
SHEET 1 OF 2

ON THE DRAWINGS

ELEVATION INDICATED

GRADE / GRADE TO

MATCH EXISTING

STABILIZATION FABRIC
PIPEOD
AREA

PAVEMENT IN THIS

AND REPLACE
THAN 3'-0", REMOVE
VARIES. IF LESS
SEE NOTE 2
SLOPE
SEE NOTE 1

SHORING
08/19/22
02742A AND NOTES 3-4.

PER SPECIFICATION

SECTION SHALL BE

ROAD STRUCTURAL

WHICHEVER IS GREATER
OR 3" TOTAL THICKNESS
EXISTING PAVEMENT PLUS 1",

BE THE THICKNESS OF THE

PAVEMENT THICKNESS SHALL
CLASS 2 AB AT 95% COMPACTION
NOT DRINK"
PIPES. "RECYCLED WATER - DO
TAP 12" ABOVE CENTERLINE OF

PLASTIC NON-METALIC WARNING

COMPACTION OR CLSM
CLASS 2 AB AT 95%
PER SECTION 02003

TO TOP CENTER OF PIPES

TRACER WIRE ATTACHED

INSULATED COPPER
AWG NO. 10 THWN
SECTION 02050

SOIL AS SPECIFIED IN

BACKFILL WITH NATIVE
WITH SECTION 02318
BEDDING - 6" (MIN) IN ACCORDANCE
J
SECTION 02318
DIRECTED OR REQUIRED. SEE

GEOTEXTILE ENVELOPE WHERE
12" MIN. OF 3/4" DRAIN ROCK AND
*
*

CARRIER PIPE

RUBBER SEAL

OVER LAPPING
BANDS

STEEL CLAMP

STAINLESS

RECOMMENDATIONS

MANUFACTURER

SPACING PER

STEEL CASING

JOINTS WITHIN

CARRIER PIPE

RESTRAIN ALL

PER PIPE JOINT

MINIMUM TWO

CASING SPACERS

AIR VENT
2" INTAKE

AIR VENT
2" DISCHARGE

STEEL CASING PIPE
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-2023 1:39:35
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CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
eparker
PIPING
00TP01
8660F1000TP01.dgn
JD
186
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:21:51-07'00'

OFFSET AS SHOWN ON PLANS

RECESSED LOCK
1'-4"
1'-4"
3"
3"
18"MAX '
6"'
6"M
IN
TR
EN
C
H
6" MINIMUM (TYP)
"X" + 4" MIN
"X"
10'-0"
1'-0" 1'-0" VAR
IE
S
10'-0"
2'-0" 2'-0"
10'-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. 76832
TYP
TYP
TYP
TYP
16 16
NOTES:

PANEL
22 GA GALVANIZED

METAL COVER
1-1/2" #9 EXPANDED

CONSTRUCTION
MIN 14 GA STEEL

OR EQUAL
E1A-PWW ENCLOSURE

PLACER WATERWORKS
8" 24" L x 36" W x 36" H

VALVE SIZE ENCLOSURE SIZE

4. SIZE BOX APPROPRIATELY PER TABLE.

RECESSED LOCK.

3. ENCLOSURE SHALL INCLUDE A
CORNER (4 TOTAL).

BOLT TABS. ONE ANCHOR IN EACH

TO CONCRETE PAD USING INTEGRAL

2. ENCLOSURE SHALL MOUNT SECURELY
COAT (DFT 6-8 MILS).

MILS ANTI-GRAFFITI CHEMISTRY TOP
2-3 MILS ZINC RICH PRIMER WITH 4-5

BLAST) AND POWDER COATED WITH
BLASTED (SSPC SP-5 WHITE METAL

1. ALL SURFACES SHALL BE ABRASIVE
NOTES:

PROFILE DWGS

SEE PLAN AND
PLAN
5 4
9 7
12 10
11 8

3. ALL MJ FITTINGS SHALL BE FULLY RESTRAINED.

2. CONNECTION PIPING SHALL BE THE SAME SIZE AS THE AIR/VACUUM VALVE.

1. LOCATE AIR VALVES AS SHOWN ON PLANS
2 B
-
A
(TYP OF 4)
ITEM
1 2

DESCRIPTION
3 4
5 6
7 8
9 10
11 12
13 14
15 16 REMOVABLE GUARDPOST. SEE TYPICAL DETAIL CF161.

CONCRETE ANCHOR BLOCK, 24" SQ. MINIMUM BEARING AREA.

SURFACE ABOVE GRADE. SEE TYPICAL DETAIL MP544.

FLOOR AND SLAB PENETRATION, EXTEND COATING FOR BURIED
2" GROOVED COUPLING.

POLYETHYLENE ENCASEMENT PER AWWA C105. BOND ALL JOINTS. 2" DIP WITH RESTRAINED JOINTS AND CEMENT MORTAR LINING WITH GOOSENECK PIPED TO FLOOR.
2" COMBINATION AIR RELEASE AND AIR VACUUM VALVE WITH 180° 2" BRASS GATE VALVE.

VALVE.
2" DUAL BODY COMBINATION AIR RELEASE VALVE AND VACUUM
AIR VALVE ENCLOSURE.
6" THICK CONCRETE PAD WITH #4 @ 12" EW REINFORCEMENT BARS. 2" 90° MJ x MJ ELBOW.
2" 90° FLG x MJ ELBOW.
2" FLANGED RESILIENT SEATED GATE VALVE.

INSTALL CONCRETE COLLAR IN NON-TRAFFIC AREAS.

VALVE SEE TYPICAL DETAIL CY716.

VALVE BOX INSTALLATION FOR BURIED
SERVICE SADDLE AND CORPORATION STOP TO MATCH VALVE SIZE. (TYP)

DIP PIPING

AC PAVEMENT

ELEVATION
2 4
5 1
3 7
8 9
6 13
14 12
15 1
B
FIN GR
VAR
IE
S
2"
2%MINIMUM

SLOPEUP

4. VALVE TYPE AS INDICATED ON THE DRAWINGS.

3. CLEAN VALVE BOX OF ALL DEBRIS AND SOIL.

2. COAT BURIED PIPE AND VALVE BOX AS SPECIFIED.

ROTATION TO OPEN VALVE.

SQUARE AWWA NUT WITHIN 36" OF VALVE BOX COVER. NUT IS TO INDICATE DIRECTION OF

1. ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATION WITH 2" NOTES:

FOR 3/8" STUDS

TAB WITH HOLES

ANCHOR BOLT
FRAME
DOOR
STEEL
TYP
CY745
HINGES

INTERNAL
SN SHEET 3 OF 4

OF STEEL BODY

BONDED TO INSIDE

INSULATION
MINIMUM R-8
MINIMUM 25 SQ IN

ALONG BASE FOR

GAP SPACE

CONTINUOUS AIR
MINIMUM 3/8"

DIMENSIONS

AIR/VACUUM VALVE ASSEMBLY - ABOVE GRADE
08/22/22
TYP
08/22/22
CY745
SN SHEET 1 OF 4

AIR/VACUUM VALVE ASSEMBLY - ABOVE GRADE
TYP
CY745
SN SHEET 4 OF 4

AIR/VACUUM VALVE ASSEMBLY - ABOVE GRADE
08/22/22
TYP
08/22/22
CY745
SN SHEET 2 OF 4

AIR/VACUUM VALVE ASSEMBLY - ABOVE GRADE
1 2
3 4
5 6
10 9
8 7
12 13
11 14
16 4" PVC C900-DR-18 LENGTH AS REQUIRED.
4" MJ
THREAD
2 1/2" BRASS NIPPLE AND 2 1/2" BALL VALVE, IP
12" MINIMUM DIAMETER VALVE BOX-H2O RATED
3 CU. FT. CLASS "C" CONCRETE

WITH PROTECTIVE CAP
2 1/2" BRASS NIPPLE, I.P. THREAD X FH THREAD,

MATERIALS
6" ABOVE GROUND LEVEL

SHALL BE RAISED TO MINIMUM

IN UNPAVED AREAS TOP OF BOX
10 13
11 12
16 5
5 1
2 3
4 3
6 7
9 14
8 3"
15 15

2. ALL JOINTS SHALL BE FLANGED OR MJ WITH RESTRAINTS.

1. LOCATE WITHIN PUBLIC RIGHT-OF-WAY.

NOTES:

REQUIRED BY CORROSION STUDY & CITY

INSULATING KIT SHALL BE PROVIDED AS
6" D.I. BLIND FLANGE
TYP
CY733
J 04/23/14
4" DRAIN BLOWOFF - ASSEMBLY
1% SLOPE
6" x AS REQ'D D.I. PIPE
6" BLIND FLANGE W/ 2 1/2 " TAP
4" RW GATE VALVE, MJ x MJ
PIPE DIA. x 4" D.I. TEE MJ x MJ x FL
DETAIL CY716.

VALVE AND VALVE BOX INSTALLATION PER
4" PVC C900-DR-18 LENGTH AS REQUIRED.
6" x 4" D.I. TEE CONCRETE THRUST BLOCK PER DETAIL CY131 17 17
W
ID
TH
PLAN

UNDISTURBED SOIL

SECTION
DIA = VALVE BOX ID MINUS 1/8"

VALVE STEM EXTENSION

VALVE SUPPORT

VALVE ENDS FOR TYPE

OF PIPE INSTALLED
CLASS "C" CONCRETE
1/4" THICK STL TRASH RING. RING

RUBBER VALVE BOX TOP HAT

PAVED UNPAVED

CENTERED
#5@12" EW
3 SQ FT x 8" CLASS A CONC PAD

SERVICE STAMPED ON LID

BEDDING

BOTTOM OF TRENCH

BEDDING

PAVEMENT
TYP
CY716 GATE VALVE - DIRECT BURY
2 REBAR HOOKS (#5 REBAR)
S 10/20/20
TYP
CY715
S
CLSM

BUTTERFLY VALVE
12" ABC

ELEVATION
SHEET 2 OF 2 5/21/19

BUTTERFLY VALVE - DIRECT BURY
DIA = VALVE BOX ID MINUS 1/8"
1/4" THICK STL TRASH RING. RING

PAVED UNPAVED

CENTERED
#5@12" EW
3 SQ FT x 8" CLASS A CONC PAD

SERVICE STAMPED ON LID

FINISHED GRADE
2"

BOX TOP HAT

RUBBER VALVE

EXTENSION

VALVE STEM

CONCRETE SLAB
10' x 10'

ACTUATOR
VALVE
#5@12" T&B EW

BACKFILL

PAVEMENT
TYP
CY715
S
PLAN
SHEET 1 OF 2 5/21/19

BUTTERFLY VALVE - DIRECT BURY

3. CLEAN VALVE BOX OF ALL DEBRIS AND SOIL.

2. COAT BURIED PIPE AND VALVE BOX PER SPECIFICATIONS.

ROTATION TO OPEN VALVE.

SQUARE AWWA NUT WITHIN 36" OF VALVE BOX COVER. INDICATE ON NUT DIRECTION OF

1. ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATOR WITH 2" NOTES:

PIPELINE

TRANSMISSION
WATER
CL
VALVE

BUTTERFLY
SLAB

CONCRETE

CONCRETE PAD

VALVE BOX AND

CL STATION
TYP
MP100

PIPE SUPPORT

CONCRETE
TYP
MP100
(TYP)

PIPE SUPPORT

CONCRETE

VALVE BODY

SHALL NOT REST ON
CI VALVE BOX. BOX
5 1/4" DIA. SLIP TYPE

VALVE BODY

SHALL NOT REST ON
CI VALVE BOX. BOX
5 1/4" DIA. SLIP TYPE
P
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-2023 11:41:56
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C
arollo_S
td_P
en_v0905.pen
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lotScale:1:1 LA
S
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SAVED
B
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PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
eparker
PIPING
00TP02
8660F1000TP02.dgn
JD
187
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:22:02-07'00'

6"
6"

ELEVATION
GROUND

DISTANCE
2" MIN CLEAR

DIAMETERS
MIN 5 PIPE
OR TEE

TAPPING SLEVE
38 SQ FT.
14 SQ FT. MIN VOLUME OF

MIN BEARING AREA OF

REDWOOD BLOCKING

CONCRETE PIER BLOCK
MIN VOLUME OF 6 CU FT.

MIN BEARING AREA OF 3 SQ FT.

CONCRETE THRUST BLOCK
C900 PVC

RESTRAINED
FULLY

BETWEEN STRAINER AND METER

STRAIGHT LENGTH OF PIPE
PROVIDE 5x DIAMETER
5'-0" MIN 5'-0" MIN
2'-0"M
IN
5'-0" MIN 5'-0" MIN
2'-0"M
IN

VALVE BOX AND RISER

BOTH SIDES)
BEDDING (TYP.

METER (SCHEDULE 80 PVC)
EXCEPT FOR 3" AND SMALLER
FULLY RESTRAINED C900 PVC.

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
1 2
3 4
5 2
3 4
5 NO.

ITEM

SIZE AND DESCRIPTION
1 DOUBLE STRAP DUCTILE IRON SERVICE SADDLE
6 BRONZE FLANGE CONNECTION SET FROM METER MANUFACTURER. 7 6
7 REDUCING BUSHING AS REQUIRED FOR 1 1/2" METERS
2" CORPORATION STOP, AWWA COMPRESSION FITTING
2" PURPLE PVC SCHL 80 TUBING CONTINUOUS WITH TRACER WIRE 2" BRONZE ANGLE BALL METER VALVE WITH LOCK WING
8 9
10 PRV (IN ACCORDANCE WITH SECTION 15118)
CHECK VALVE 9
10 11

EXISTING GRADE

FLUSH WITH
11 TRENCH 18" BELOW GRADE

IN RECYCLED WATER PIPE

INSTALL IDENTIFICATION TAPE
8 METER BOX 1 (REFER TO METER SCHEDULE) W/ PURPLE LID

RESTRAINED END CAP

SCHEDULE) W/ PURPLE LID
METER BOX 2 (REFER TO METER
RELATED ITEMS SHOWN AT NO ADDITIONAL COST TO THE OWNER.

DIRECTION OF CONSTRUCTION MANAGER. CONTRACOR SHALL FURNISH AND INSTALL PIPE FITTINGS, VALVES, AND

AND SERVICE FROM RW MAIN AS SHOWN ON PLANS SUBJECT TO CHANGE IN FIELD ALONG EACH SERVICE PARCEL PER

13. CONTRACTOR TO CONFIRM ALL METER BOX LOCATIONS WITH CITY PRIOR TO CONSTRUCTION. LOCATION OF METER BOX

12. SEE DETAIL 4 IN DWG CP-6 FOR CORROSION PROTECTION.

WIRE NUTS. EXTEND TRACER WIRE TO METER BOX.

11. #10 AWG SOLID COPPER THHN-THNN WIRE TO BE CONNECTED AT ALL SPLICES WITH SILICONE FILLED DIRECT BURIED

10. WARNING TAG SHALL BE PLACED IN THE RECYCLED WATER FACILITY.

9. LID SHALL BE MARKED "UKIAH RECYCLED WATER", COLOR SHALL BE PURPLE.

8. METER BOXES ARE NOT TO BE PLACED IN DRIVEWAYS.

FEET, IN WHICH CASE A SILVER SOLDER COUPLING SHALL BE USED.

7. NO SPLICES WILL BE PERMITTED BETWEEN CORPORATION STOP AND ANGLE METER STOP. SERVICE RUN EXCEEDS 20

6. NO TAP TO MAIN SHALL BE WITHIN 18" OF VALVE, COUPLING, JOINT OR FITTING.

FROM THE WATER MAIN TO THE METER STOP EXCEPT WHERE NON- PERPENDICULAR INSTALLATION IS ALLOWED.

5. THE WATER SERVICE SHALL EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET TAPS WILL BE MADE USING MACHINE GUIDE OR PILOT TAP.

4. THE CORPORATION STOP TAP WILL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURER. ALL DRY

3. INSTALL CORPORATION STOP WITH KEY SIDEWAYS, IN OPEN POSITION (FOR HOT TAP).

2. S.S. BAND SERVICE SADDLE FOR ALL MAINS.

1. LOCATE INSULATING BUSHING OR "D.E" COUPLING AT ALL LOCATIONS WHERE DISSIMILAR METALS JOIN.

NOTES:

TYP
CY901 1 1/2" OR 2" METER ASSEMBLY
R SHEET 1 OF 2 6/17/20
2 5
NO. ITEM
TYP
08/04/16
3", 4", OR 6" METER ASSEMBLY
J
1 3
11 10
9 8
7 6
5 4
3 2
1 SIZE

SIZE AND LABEL

SCHEDULE -

REFER TO METER

METER SIZE

SCHEDULE -

REFER TO METER

TO METER SIZE

SERVICE LINE SIZE

LINE SIZE

SCHEDULE - SERVICE

REFER TO METER
9 6 7
10 11
8 4
ITEMS SHOWN AT NO ADDITIONAL COST TO THE OWNER.

MANAGER. CONTRACOR SHALL FURNISH AND INSTALL PIPE FITTINGS, VALVES, AND RELATED

CHANGE IN FIELD ALONG EACH SERVICE PARCEL PER DIRECTION OF CONSTRUCTION

LOCATION OF METER BOX AND SERVICE FROM RW MAIN AS SHOWN ON PLANS SUBJECT TO

4. CONTRACTOR TO CONFIRM ALL METER BOX LOCATIONS WITH CITY PRIOR TO CONSTRUCTION.

3. ALL BOXES AND COVERS SHALL BE RATED FOR TRAFFIC LOADING.

AND RESTRAINED JOINTS ARE NOT USED.

BEND. THRUST BLOCKS ARE ONLY REQUIRED WHERE EXISTING SERVICES ARE BEING MODIFIED

2. OPENINGS IN BOX TO BE NEATLY CUT - DO NOT USE HAMMER.

1. BOX PIPE KNOCKOUTS TO BE GROUTED SUFFICIENTLY TO PREVENT INTRUSION OF DIRT. PIPE NOTES:

METER BOX 3
METER BOX 2
METER BOX 1

RESTRAINED PVC PIPE END CAP
COMBINATION PRV/CHECK VALVE (REFER TO SECTION 15118)

WATER METER

WATER METER STRAINER

REDUCER (FLANGED)
90° FLANGED OR FLANGE/MECHANICAL JOINT
90° BEND (RESTRAINED MECHANICAL JOINT OR FLANGED)

GATE VALVE
THE CORRESPONDING DESIGN CLARIFICATION NUMBER.

ONLY TO "BUBBLED" DESIGN CHANGES ASSOCIATED WITH
DESIGN INFORMATION. SUBSEQUENT SEAL(S) ARE APPLIED

ORIGINAL ENGINEER'S SEAL APPLIES TO THE ORIGINAL

DESIGN CLARIFICATIONS
CY901
(NO JOINTS IN THIS AREA)
RUN
BRAN
C
H
(NO JOINTS IN THIS AREA)
IN
TH
IS
AR
EA
)
(NO
JO
IN
TS

2. ALONG THE BRANCH OF THE TEE, NO JOINTS SHALL BE WITHIN 2 FEET OF TEE CONNECTION.

1. ALONG THE RUN OF THE TEE, NO JOINTS SHALL BE WITHIN 5 FEET OF TEE CONNECTION.

NOTES:

LESS THAN 20' FROM TEE

FUSED JOINT REQUIRED IF
LESS THAN 20' FROM TEE

FUSED JOINT REQUIRED IF
(NO JOINTS IN THIS AREA)
RUN
BRAN
C
H
(NO JOINTS IN THIS AREA)
IN
TH
IS
AR
EA
)
(NO
JO
IN
TS
LESS THAN 20' FROM TEE

RESTRAINT REQUIRED IF
LESS THAN 20' FROM TEE

RESTRAINT REQUIRED IF
A
-

DETAIL - TEE RESTRAINT

FUSIBLE PVC
CY907
TYP

PIPE RESTRAINT REQUIREMENTS
J 04/23/14

VERTICAL BEND ANGLE
18" PVC
THRUST

RESTRAINT

LENGTH (LF)
12" PVC
THRUST

RESTRAINT

LENGTH (LF)
90°
UPPER BEND 315 217
LOWER BEND 77 54

HORIZONTAL

BEND ANGLE
18" PVC
THRUST

RESTRAINT

LENGTH (LF)
16" PVC
THRUST

RESTRAINT

LENGTH (LF)
12" PVC
THRUST

RESTRAINT

LENGTH (LF)
10" PVC
THRUST

RESTRAINT

LENGTH (LF)
8" PVC
THRUST

RESTRAINT

LENGTH (LF)
6" PVC
THRUST

RESTRAINT

LENGTH (LF)
4" PVC
THRUST

RESTRAINT

LENGTH (LF)

11.25° 8 7 5 5 4 3 2

22.5° 15 14 11 9 8 6 4
45° 32 29 22 19 16 12 8
90° 77 69 54 45 38 29 20

OTHER FITTINGS
18" PVC
THRUST

RESTRAINT

LENGTH (LF)
16" PVC
THRUST

RESTRAINT

LENGTH (LF)
12" PVC
THRUST

RESTRAINT

LENGTH (LF)
10" PVC
THRUST

RESTRAINT

LENGTH (LF)
8" PVC
THRUST

RESTRAINT

LENGTH (LF)
6" PVC
THRUST

RESTRAINT

LENGTH (LF)
4" PVC
THRUST

RESTRAINT

LENGTH (LF)
DEAD END 220 198 151 127 105 79 56
(TYP.)

RESTRAINT REQUIRED

MECHANICAL JOINT
(TYP.)

RESTRAINT REQUIRED

MECHANICAL JOINT

MECHANICAL RESTRAINT

5. MAX. ALLOWABLE DEFLECTION AT BELL JOINT HALF OF THE MANUFACTURERS SPECIFIED DEFLECTION.

AND ONE FULL PIPE LENGTH AFTER POINT OF TANGENCY (PT) (20').

4. PIPE SHALL BE FULLY RESTRAINED IN RADIAL CURVES, RESTRAIN PIPE ONE FULL PIPE LENGTH (20') BEFORE POINT OF CURVATURE (PC)

3. EXTEND ALL LENGTHS TO THE NEXT PIPE JOINT PAST REQUIRED LENGTH.

OF THE FITTING (ADDITIONALLY, RESTRAIN ONE STANDARD JOINT LENGTH OF PIPE ALONG THE RUN SIDE OF THE TEE OR WYE). SEE DETAIL A.

2. LENGTHS SHALL APPLY EACH WAY FROM BEND OR VALVE. FOR A TEE OR WYE, THE LENGTH SHALL APPLY TO THE BRANCH SIDE ENGINEER IF FIELD CONDITIONS DIFFER.

1. THRUST RESTRAINT DESIGN PRESSURE: 225 PSI, SOIL TYPE: CL GRANULAR FILL, SAFETY FACTOR: 2, TRENCH TYPE: 5, DEPTH OF BURY, 4 FT. NOTIFY NOTES:

TOP OF PIPE

WIRE DIRECTLY ON

INSTALL LOCATING
A MINIMUM RADIUS OF 30 PIPE DIAMETERS

ALL BENDS IN PLASTIC PIPE SHALL HAVE

MATCH METER SIZE)

DIAMETERS (SIZE SHALL
PVC SCH 80, MIN 2 PIPE

STRAINER/METER
INSTALL 1 1/2" COMBINED
3/4" AB
P
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-2023 11:41:48
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arollo_S
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PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
eparker
PIPING
00TP03
8660F1000TP03.dgn
JD
188
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:22:31-07'00'

4'-6"
5'-10"
2"
1"
2"
3"(TYP
)
1"
2"
6'-0"
2'-0"
12"
3'-0"
2'-0"
5'-0"
4" MIN.
4"M
IN.

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
PER DETAIL MP100/TYP

SECURE PIPE TO WALL

SHOWN ON PLAN

EQUIPMENT AS

DRAIN FROM HVAC
WALL CONSTRUCTION TYPE.

ARCHITECTURAL DRAWINGS FOR

REFER TO STRUCTURAL AND
1" AIR GAP

FRP GRATING

PEA SIZE GRAVEL

FOR DISTANCE

REFER TO HVAC PLANS

ON DRAWINGS

AS INDICATED
18" OR

GROUT AT INLET
EARTH
TYP
S055
TYP
MP544
FABRIC

SOIL SEPARATOR

POLYETHYLENE

HDPE OR
PIPE IS TRIPPING HAZARD.

1. ROUTE CONDENSATE LINE BELOW GRADE AND ENTER SIDE OF DRYWELL IF CONDENSATE NOTE:

TYP
HE620
S

PIPE CONNECTION - AC CONDENSATE
A

DRAW THRU UNIT
B

BLOW THRU UNIT
SHEET 1 OF 2
C
2 12/28/18
PRESSURE +1"

FAN TOTAL STATIC
BY 2+1"

PRESSURE DIVIDED

FAN TOTAL STATIC

UNIT CONNECTION

PIPE SIZE SAME AS

PLUG AND ADAPTER

AIR HANDLING UNIT

SEE PLAN

FOR CONTINUATION
VENT

IF SHOWN ON DRAWINGS

TO DRYWELL

UNIT CONNECTION

PIPE SIZE SAME AS
C
2 PLUG AND ADAPTER

AIR HANDLING UNIT

SEE PLAN

FOR CONTINUATION
VENT

IF SHOWN ON DRAWINGS

TO DRYWELL
PRESSURE +1"

FAN TOTAL STATIC
TYP
HE620
S

PIPE CONNECTION - AC CONDENSATE
SHEET 2 OF 2
C
1 DRYWELL
12/28/18
CY908
TYP

MARKER POST
J 04/23/14
UKIAH
GV
UKIAH
GV

TO TURNOUT

AV AIR VALVE

GV GATE VALVE

BV BUTTERFLY VALVE

BO BLOWOFF

LETTERS APPURTENANCE
APPROVED EQUAL.

3. MARKER POSTS SHALL BE "RHINO 3-RAIL" FIBERGLASS COMPOSITE POSTS BY REPNET, INC. OR TRUE FACING THE FACILITY WHERE POSSIBLE AND PER CONSTRUCTION MANAGER'S DIRECTION.

2. MARKER POSTS SHALL BE SET WITHIN 2-FEET OF THE ABOVE GROUND APPURTENANCE AND SET

1. MARKER POSTS SHALL BE IN PURPLE. (PANTONE 512 OR EQUAL).

NOTES:

CY921
TYP

EXISTING UTILITY CROSSING
J 10/06/14

PERPENDICULAR CROSSING

PARALLEL ALIGNMENT
M
IN

RW PIPE

EXISTING UTILITY

EXISTING UTILITY

RW PIPE
CY922
TYP

GAS LINE CROSSING
J 10/06/14

PERPENDICULAR CROSSING

PARALLEL ALIGNMENT
M
IN

RW PIPE

EXISTING GAS LINE

EXISTING GAS LINE

RW PIPE
TYPES

APPURTENANCE

DECALS PER

CUSTOM POST

RECYCLED WATER

DECALS FOR

STANDARD RHINO

BACKFILL
EARTH
NATIVE
P
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-2023 11:41:45
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C
arollo_S
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SAVED
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PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
PIPING
00TP04
8660F1000TP04.dgn
JD
189
eparker
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:22:15-07'00'

"D"
VAR
IE
S.
1 1/2" (TYP)
5'-0"MAX
2 x "D"
2'-0"
12"
"D"
2" (TYP)
"D"/4
"D"/4
9"
8" MIN
1" MIN (TYP)
"C"
1 1/2" (TYP)
"D"

PROVIDE CLAMP WITH SUPPORT
ROUND ALL SHARP CORNERS TO 1/2" RADIUS
"B" SCHEDULE 40 STL PIPE
MAX DIMENSION SHOWN. USE STRAIGHT THREADS

LENGTH AND THREADS TO ALLOW MIN AND
"A" SCHEDULE 40 STL PIPE
SQ 3/4" PL
1" NON-SHRINK GROUT

ANCHORS
4 - 3/4"Ø SST CONC

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
1/4
#3 TIES @ 4"
2'-O"MAX.

HOLES
1/2" PL TO MATCH

ELBOW OR TEE BASE
TOP OF

PEDESTAL

DRILL BASE FOR
PL 3/4" x 12" x 12"

CONCRETE
B
-
A
-
-

A SECTION
-

B SECTION

SECTION

ELEVATION
1" NON-SHRINK GROUT
1" NON-SHRINK GROUT
8 - #4 H1E
BASE ELBOW OR TEE WITH NUTS AND WASHERS.

BASE ELBOW OR TEE
FABRICATION.

AFTER

SUPPORTS

HOT-DIP GALV

BONDING AGENT

PORTLAND CEMENT

WITH EPOXY RESIN/
1/4" AMPLITUDE AND COAT

ROUGHEN CONCRETE TO
4 - 3/4"Ø SST CONC ANCHORS
4 - 3/4"Ø SST CONC ANCHORS

3. = NOMINAL PIPE SIZE.

2. = USE 2 1/2" SUPPORTS FOR PIPES LESS THEN 2 1/2"Ø.

1. HOT-DIP GALVANIZED SUPPORT AFTER FABRICATION.

NOTES:

FB 1/4" x 4"
FB 5/16" x 4"
FB 3/8" x 4"
6" ABC

FINISH GRADE
#4 TIES @ 12"
-

C SECTION-ISOLATED
#4 @ 10" EW T&B
"W".

SEE NOTE 2.

SCHEDULE

2. THE WIDTH OF THE FOOTING "W" = 2'-6". THE LENGTH OF THE FOOTING = "D" + 2'-0".

GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

OTHER AREAS, THE MATERIAL FOR ANCHOR BOLTS AND STRAP SHALL BE HOT-DIP STRUCTURE, MATERIAL FOR ANCHOR BOLTS AND STRAP SHALL BE STAINLESS STEEL. IN ALL

1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING NOTES:

SUPPORT WITH FOOTING
8" - 12"
14" - 24"
26" - 36"
1/2"
5/8"
3/4"
SIZE
PIPE
SIZE
STRAP

BOLT DIA
ANCHOR
TYP
12/01/22
MP100
N SHEET 2 OF 2

PIPE SUPPORT - CONCRETE CRADLE
TYP
NS 12/01/22
MP080

IRON PIPE ON CONCRETE PEDESTAL

PIPE SUPPORT - BASE ELBOW OR TEE - DUCTILE

PIPE SUPPORT
MAX
1 BRACING ANGLE TO
MAX
1 DO NOT CONNECT
TO METAL DECK.

FOR CONNECTION OF
2 2
U-BOLT

TRANSVERSE BRACE

LONGITUDINAL BRACE
1/4
1/4
PL 1/4"
ROOF FRAMING, SEE .

STEEL PIPE CLAMP
L 3 x 3 x 1/4 (TYP)
L 3 x 3 x 1/4 (TYP)

4. USE LONGITUDINAL AND TRANSVERSE BRACES FOR PIPES 4" AND LARGER.

SHOWN IN .

3. DO NOT CONNECT BRACE TO BOTTOM OF ROOF BEAM OR C8 PIPE SUPPORT, EXCEPT AS

2. MAXIMUM TRANSVERSE BRACE SPACING = 20'-0".

1. MAXIMUM LONGITUDINAL BRACE SPACING = 20'-0".

NOTES:

TYP
MP175
TYP
MP175
TYP
12/01/22
MP132
N SHEET 2 OF 2
4"Ø PIPE AND LARGER
5/8"Ø BOLT (TYP)

RING OR CLEVIS

PIPE SUPPORT - OVERHEAD ROD W/ ADJUSTABLE
1/8" THICK 40 DUROMETER
ANCHOR BOLTS. SEE SCHEDULE

STRUCTURE

SUPPORT FOOTING

OR STRUCTURE
#4 EF
FOR SIZE.

STRAP. SEE SCHEDULE
1" NON-SHRINK GROUT
NEOPRENE PAD. BOND TO
PAINTED PIPE WITH EPOXY.
-
B
B
-
-
A

SECTION

SECTION-SUPPORT AT STRUCTURE
FOR SIZE. 12" MINIMUM EMBEDMENT.
6 x BOLT DIA WITH 3" MINIMUM
#4 TIES @ 12"
#5 @ 12" EF H1E
6" MIN
TYP
12/01/22
MP100
N SHEET 1 OF 2

PIPE SUPPORT - CONCRETE CRADLE
COVER

PLASTIC
NUT

INSULATION AND

METAL ROOF DECK

CONCRETE SLAB
#4 x 3'-0"

HOT-DIP GALV

WELDED EYE ROD
4 TO 5 5/8 10 FEET
10 FEET
10 FEET
10 FEET
10 FEET
6 8
10 12
3/4
7/8
7/8
7/8
2 1/2 TO 3 1/2 1/2
2 AND LESS 3/8 5 FEET
10 FEET
TS 3 x 1 x 14 GA x 4'-0" HEADER,
CENTERED ON HANGER ROD. PLACE

TUBE PERPENDICULAR TO ROOF
DECK SPAN. TACK WELD TO DECK.

NUT AND 1/8" x 3" x 3"

PLATE WASHER

CONCRETE

JOIST OR
BEAM

AT CONC JOIST

AT CONC SLAB AT METAL DECK

OR BEAM

FOR PIPES

SMALLER
ONLY
ROD
ROD

CONC INSERT

BUILT-UP ROOFING

ADJUSTABLE RING HANGER FOR

ADJUSTABLE CLEVIS HANGER FOR
ANCHOR WITH 2"OD WASHERS

3. PROVIDE ADDITIONAL HANGER AT EACH SIDE OF ALL VALVES 4 INCHES AND LARGER.

2. ALL MATERIALS SHALL BE HOT-DIP GALVANIZED.

1. ISOLATE ALL COPPER PIPE FROM SUPPORT WITH PVC TAPE.

NOTES:

PIPE HANGER RODS AND SUPPORT SPACING

MAX SUPPORT SPACING (INCHES)

PIPE DIA
(INCHES)

ROD DIA
TYP
12/01/22
MP132
N SHEET 1 OF 2

RING OR CLEVIS

PIPE SUPPORT - OVERHEAD ROD W/ ADJUSTABLE
L 6 x 6 x 1/2. TRIM AS REQD.

BOLT HOLES TO MATCH

RESPECTIVE FLANGE

ROUND ALL SHARP
1/4

PIPE FLANGE
L 6 x 6 x 1/2
PL 3/4" x 10" x 10"
1" NON-SHRINK GROUT

ELEVATION

SUPPORT PIPE
"A" SCH 40 PIPE

PIPE SIZE
"D" "A"
4 2
6 2 1/2
8 4

EDGES (TYP)
-

A SECTION
A
-
1 1/2" (TYP)
"D" PIPE
OTHERWISE INDICATED ON DRAWINGS. HOT-DIP GALVANIZE AFTER FABRICATION.

AREAS, ALL MATERIAL FOR SUPPORT SHALL BE HOT-DIP GALVANIZED STEEL UNLESS STRUCTURE, ALL MATERIAL FOR SUPPORT SHALL BE STAINLESS STEEL. IN ALL OTHER

1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING NOTE:

CONC SLAB
TYP
NS 12/01/22
MP032

PIPE FLANGE
PIPE SUPPORT - POST ON CONCRETE:

FIXED HEIGHT STEEL W/ TOP CONNECTION TO
2 1/2 2 1/2 1 1/2
PIPE

SUPPORTED

SIZE OF
**
"A"

PIPE SIZE
"B"
PIPE SIZE "C"
"D"

MINIMUM MAXIMUM
(INCHES)

ADJUSTABLE PIPE SADDLE SUPPORT SCHEDULE
*
12 8 13
3 2 1/2 1 1/2 12 8 1/2 13 1/2
3 1/2 2 1/2 1 1/2 12 8 1/2 13 1/2
4 3 2 1/2 12 9 1/2 14
6 3 2 1/2 12 10 1/2 15 1/2
8 3 2 1/2 12 11 1/2 16 1/2
10 3 2 1/2 12 13 1/2 18 1/2
12 3 2 1/2 12 15 19 1/2
14 4 3 12 16 1/2 20 1/2
16 4 3 12 17 1/2 22 1/2
18 6 3 1/2 14 19 1/2 24
20 6 3 1/2 14 21 25 1/2
24 6 4 14 23 1/2 28 1/2
30 6 4 14 27 31 1/2
32 6 4 14 28 1/2 32 1/2
36 6 4 14 30 1/2 34 1/2
1/4
*
**
TYP
NS 12/01/22
MP034

HEIGHT STEEL W/ TOP SADDLE
PIPE SUPPORT - POST ON CONCRETE: ADJUSTABLE
P
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-2023 11:41:37
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1 LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
PIPING
00TP05
8660F1000TP05.dgn
eparker
JD
190
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:22:47-07'00'

A
S
R
EQU
IR
ED. 2'-0"MAX.
3/4"
1 1/2"
1"
1"
6" 6"
3"
VARIES.
1 3/4" (TYP)
2"
2"

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

PREFORMED CHANNEL PIPE SUPPORT

PIPE STRAP (TYP)
"Z" FITTING

CONCRETE OR GROUTED MASONRY WALL OR CEILING
ANCHOR BOLTS IF MOUNTED ON CEILINGS.

NOTES:

1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING STRUCTURE, ALL MATERIAL SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, THE

MATERIALS SHALL BE HOT-DIP GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE DRAWINGS. HOT-DIP GALVANIZE AFTER FABRICATION.

2. SPACE PREFORMED CHANNEL PIPE SUPPORTS AT MAXIMUM 5'-0" O.C.

USE 3/4"Ø CONCRETE ANCHORS IF MOUNTED
ON WALLS. USE 3/4"Ø CONCRETE INSERTS OR

AND AS INDICATED ON THE DRAWINGS
STANDARD CANTILEVER BRACKETS WHERE LOADS ALLOW.

SINGLE OR DOUBLE CHANNEL AS REQUIRED.

PREFORMED CHANNEL PIPE SUPPORT @ 5'-0" OC

MAXIMUM ON BOTH WALLS OF ALL PIPE TUNNELS

EXISTING EQUIPMENT
FIN, SEE NOTE 1

EXISTING EQUIPMENT
MAINTAIN 2" MINIMUM CLEAR DISTANCE BETWEEN THE FIN AND THE PIPE.

1. LOCATE PIPE SUPPORTS BETWEEN EQUIPMENT FIN PROJECTIONS AND NOTES:

AS REQUIRED

PVC SPACER
MAX 4" PIPE
MAX 1" PIPE

CONC ANCHOR

ONE HOLE PIPE CLAMP

CONC OR GROUTED

MASONRY WALL (TYP)

ELEVATION

SECTION

SECTION
A
-
-
A
1 1/2" x 1/4" STRAP
DRAWINGS.

MATERIAL SHALL BE HOT-DIP GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE STRUCTURE, ALL MATERIAL SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, ALL

1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING NOTE:

TYP
12/01/22
MP215

1/2"Ø CONC ANCHOR

PIPE SUPPORT - WALL - PIPE CLIP
TYP
12/01/22
MP218
N

W/ PIPE CLIPS

PIPE SUPPORT - WALL - PREFORMED CHANNEL

HOT-DIP GALVANIZED

WHERE INDICATED ON THE

DOUBLE HANGER SUPPORT

BRACING, SEE
SHEET 2 OF 2

DRAWINGS

PREFORMED CHANNEL

PIPE STRAP
4'-0" MAX BETWEEN RODS

FOR SEISMIC
(TYP)
OVERHEAD CONC.

SEE SHEET 2 OF 2.

FOR STEEL FRAMES,

ROD (TYP)
SHEET 2 OF 2

HOT-DIP GALV CONC INSERT (TYP)

REQUIRED (TYP)
A
2 TYP
N 12/01/22
MP175
SHEET 1 OF 2
#4 x 3'-0" (TYP)
NUT WITH 1/8" x 1 5/8"

EACH SIDE (TYP)

LOCKNUT (TYP)
x 1 5/8" PLATE WASHER
BENT FB 1/2 x 3 x LENGTH

3. ALL MATERIALS SHALL BE HOT-DIP GALVANIZED.

2. ALL-THREAD ROD SHALL BE USED ONLY FOR DOUBLE SUPPORTS.

PIPE.

1. HANGER SPACING SHALL BE BASED ON MAXIMUM SPAN ALLOWABLE FOR ANY INDIVIDUAL NOTES:

M
IN
6"

FOR SEISMIC BRACING, SEE

DOUBLE BEAM

PIPE SUPPORT - OVERHEAD TRAPEZE -
L 3 x 3 x 1/4
PIPES

PARALLEL TO

ROOF BEAM

EACH LEVEL EVERY OTHER
LONGITUDINAL BRACE:
1/2" PL
1/2" PL
L 3 x 3 x 1/4
1/4
1/4
1/2" PL
MAX
(TYP)
2 1
1/4
1/4
(TYP)
-
A
-
A

TO PIPES

PERPENDICULAR

B ROOF BEAM
ALSO -
SEE
ALSO -
SEE C
BENT FB 1/2 x 3
C8 PIPE SUPPORT
1/4
1/4
-

C SECTION
-

B SECTION
-

A SECTION

PERPENDICULAR TO PIPES
x LENGTH REQUIRED (TYP)
L 3 x 3 x 1/4 AT EACH SIDE,
HANGER. ALTERNATE WITH

TRANSVERSE BRACES (TYP)
PL 1/2" x 6" x 12"
C8 PIPE SUPPORT PARALLEL
TO PIPES. SEE .

EVERY OTHER HANGER (TYP)
L 3 x 3 x 1/4 AT EACH SIDE OF
TRANSVERSE BRACE:

TYP
MP185
TYP
12/01/22
MP175
N SHEET 2 OF 2
5/8"Ø BOLT (TYP)
5/8"Ø BOLT (TYP) 5/8"Ø BOLT (TYP)
5/8"Ø BOLT (TYP)

DOUBLE BEAM

PIPE SUPPORT - OVERHEAD TRAPEZE -
TYP
MP185
TYP
12/01/22
MP272
J

PIPE RACK AT EXISTING EQUIPMENT
3/16 3-12 EACH END

WELD AT
3 INCH LONG
L 3 x 3 x 1/4 (TYP)
1 1
MIN
3/16
3/16
2 2

BOLT THRU SUPPORT

COPE ANGLE TO CLEAR

PIPE AS REQUIRED
2 2
1/4
1/4
2 2
3/16
3/16
TYP
BOTH
LEGS
L 3 x 3 x 1/4 BRACE.

COPE LEG AS REQD.
1 1
3'-0" MAX.

A
-
-
A PLAN

CL PIPE

ELEVATION

CL BOLTS

1. HOT-DIP GALVANIZE SUPPORT AFTER FABRICATION.

NOTE:

TYP
12/01/22
MP250
N

FABRICATED SUPPORT AT FLANGES

PIPE SUPPORT - WALL - VERTICAL PIPE ON
P
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-2023 1:04:02
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PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
eparker
00TP06
8660F1000TP06.dgn
PIPING
JD
191
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:23:02-07'00'

WALL
1'-6"
3 x "A" + 6" MAX
"A" + 1" MIN

0.40 "S"
"B"
1 1/8"
3"
"L",

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
-
A

SECTION

ENDS AS REQUIRED OR

INDICATED ON THE DRAWINGS
1/4
1/4

THICKNESS

ADDITIONAL

REINFORCING
FOR 12" AND SMALLER PIPE.

FOR PIPE GREATER THAN 12".

ANNULAR RING

CL WALL AND
9" UNLESS OTHERWISE

INDICATED ON THE DRAWINGS
SEE NOTE 4.
1/4" x 2" SST ANNULAR RING
3/8" x 2" SST ANNULAR RING

SST PIPE

PVC PIPE
SHALL MATCH PVC PIPE.

PIPE OUTSIDE DIMENSION
3/8" WALL SST PIPE.

CL
TYP
S180

SOIL SIDE OF WALL

OF WALL

INTERIOR SIDE

END AS REQUIRED

OR AS INDICATED

ON THE DRAWINGS
TYP
S180

CL COUPLING

CONCRETE WALL
SEE NOTE 3 (TYP)

SECTION
PARALLEL TO FACE OF WALL.

4. INSTALL ANNULAR RING ON PIPE SO THAT IT IS LOCATED AT CENTER OF WALL AND IN PLANE

3. GAP BETWEEN END OF PIPE AS INDICATED ON THE DRAWINGS OR SPECIFIED.

2. "L" = LENGTH INDICATED ON THE DRAWINGS.

USE ANGULAR DEFLECTION OF COUPLING AND PIPE JOINT TO MAKE UP FOR MISALIGNED PIPE.

1. PIPES SHALL BE INSTALLED STRAIGHT WITHOUT HORIZONTAL OR VERTICAL OFFSET. DO NOT NOTES:

II
II
II
SEE NOTE 2.
0-6,000#
PIPE THRUST.

OF CONNECTION
II
I
TYPE
3 5
4 2
2 NO.

DUCTILE IRON

FINGER TIGHTEN NUTS AGAINST
ANCHOR PLATES. PROVIDE

OF RODS

COAT WITH EPOXY
3/8" MINIMUM.

THE DRAWINGS.

OR INDICATED ON

GAP AS SPECIFIED
"A"
3/4" TIE ROD
DOUBLE NUTS AS LOCK NUTS.
6,001 - 12,000#
12,001 - 18,000#
18,001 - 24,000#
24,001 - 30,000#

ROD SCHEDULE

PIPE (TYP)
CENTERED ON JOINT.

FLEXIBLE COUPLING

AS SPECIFIED (TYP)

SET (TYP)

SPHERICAL WASHER
TYP
03/02/15
MP370

CONNECTION AT WALL PENETRATION
UNRESTRAINED PVC AWWA C900 PIPE FLEXIBLE
N SHEET 1 OF 2
TYP
03/02/15
MP370

CONNECTION AT WALL PENETRATION
UNRESTRAINED PVC AWWA C900 PIPE FLEXIBLE
N SHEET 2 OF 2
TYP
12/01/22
MP532 WALL PENETRATION - EXISTING CONCRETE - STEEL

PIPE W/ REINF RINGS
SHEET 3 OF 3

WELDED SPLICE BAR
*
*
*
"S"

PIPE PENETRATION

LOCATION OF
ANNULAR RING "A"

THICKNESS OF
ANNULAR RING "B"

WIDTH OF
CONTINUOUSLY WET.

7. WATER CURE REPAIRED CONCRETE FOR MINIMUM OF 7 DAYS. KEEP REPAIRED AREA WALL.

REMOVED, REMOVE PROJECTING CONCRETE AND FINISH TO MATCH FINISH OF EXISTING TO ALLOW CONCRETE TO BE PLACED UNDER SLIGHT PRESSURE. AFTER FORMS ARE

6. USE FORMING WITH "BIRDS PEAK" ON BOTH WALL FACES FOR ACCESS FOR VIBRATOR AND SUBMIT WELDING PROCEDURE PER AWS.

5. SEE AWS D1.4 FOR WELDING PROCESS, PREHEAT REQUIREMENTS, AND OTHER DETAILS.

4. E 70 ELECTRODE FOR GRADE 40 REINF BARS; E 90 ELECTRODE FOR GRADE 60 REINF BARS.

3. = 0.40 "S" REINFORCING BAR RADIUS.

OTHER BARS.

2. CUT WALL REINFORCING THAT INTERFERING WITH PIPE. DO NOT CUT OR DAMAGE ANY

1. FIELD APPLY LINING AFTER WELDING IS COMPLETE.

NOTES:

NS
TYP
12/01/22
MP532 WALL PENETRATION - EXISTING CONCRETE - STEEL

PIPE W/ REINF RINGS
SHEET 2 OF 3
PIPE
WALL

ELEVATION
NS
FACE OF ANNULAR RING.
*
*
OF 1 IN 6. REMOVE SUFFICIENT

CONCRETE TO ALLOW BARS TO
BE BENT TO THIS SLOPE. (TYP)
1/2" CLEAR MAXIMUM
"A"

WATERSTOP

HYDROPHILIC

CL WALL AND

FIELD BEND BARS TO INSIDE

THE SLOPE OF THE BENT BARS

SHALL NOT EXCEED AN OFFSET
6" MIN LAP (TYP)
INSIDE LAYER OF REINF BARS.

TYP

FIELD ASSEMBLE COMPLETE

ANNULAR RING IN WALL

FROM ANNULAR RING
SEGMENTS. FIELD WELD

ENDS OF ANNULAR RING

SEGMENTS TOGETHER WITH

FULL PENETRATION GROOVE
WELDS.

OUTSIDE LAYER OF REINF
6 6
SEE TABLE FOR DIMENSIONS.

CONCRETE.

AGENT PRIOR TO PLACING NEW

RESIN/PORTLAND CEMENT BONDING

CONCRETE SURFACE WITH EPOXY
DAMAGE ANY EXISTING REINF. COAT
SHOWN. DO NOT OVERCUT OR
SHOWN. CUT EXISTING REINF AS

REMOVE EXISTING CONCRETE AS
TO RINGS; TYP

HORZ REINF BARS

WELD VERT AND

DIAMETER AND LOCATION

OF PIPE AS INDICATED ON

THE DRAWINGS

OF AREA WHERE CONCRETE

GRIND OR SAW CUT EDGES

WILL BE REMOVED A
MINIMUM OF 1/2" DEEP.

DO NOT CUT REINFORCING
BARS. DO NOT CUT PAST
EDGE OF OPENING.

CONCRETE.

SMALL AGGREGATE REPAIR

REPAIR WITH PREPACKAGED
STEEL PIPE. SEE NOTE 1.

CUT REINF BARS
(TYP ALL AROUND PIPE)

TOWARDS EACH WALL FACE

HALF OF WALL THICKNESS
SLOPE TOP 1/2" OVER

TO ALLOW AIR TO ESCAPE,
(TYP ALL AROUND)
OF HYDROPHILIC WATERSTOP.

CENTER OF WALL FOR PLACEMENT
x CONT SMOOTH SURFACE AT
WATERSTOP. GRIND 1 1/2" WIDE

HYDROPHILIC RUBBER STRIP

BIRD'S BEAK ON
FORM. (TYP)
"A" x "B" A36 ANNULAR RING.

BARS (TYP)
TYP
NS 12/01/22
MP532 WALL PENETRATION - EXISTING CONCRETE - STEEL

PIPE W/ REINF RINGS
SHEET 1 OF 3

CAULK ALL AROUND

PACK WITH MORTAR
SLEEVE

ADDITIONAL

REINFORCING

SEALING COMPOUND

GROUT ALL AROUND
TYP
08/01/05
MP302
NS

SLEEVE INSTALLATION THROUGH DRY WALLS AND

FLOOR SLABS

CONCRETE WALL OR SLAB MASONRY WALL

WITH SYNTHETIC RUBBER

POINT MORTAR AT WALLS

AND UNDERSIDE OF SLAB
3/4" MAXIMUM SPACE.
1/2" MINIMUM SPACE.
1/2"

4. SLEEVES FOR ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC.

3. STEEL SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.

2. SLEEVES LARGER THAN 6"Ø SHALL BE 1/4" THICK STEEL PIPE.

PVC PIPE.

1. 6"Ø DIAMETER SLEEVES AND SMALLER SHALL BE SCHEDULE 40 STEEL PIPE OR SCHEDULE 80 NOTES:

TYP
S180
II
II
II
SEE NOTE 2.
0-6,000#
PIPE THRUST.

OF CONNECTION
II
I
TYPE
3 5
4 2
2 NO.

DUCTILE IRON

FINGER TIGHTEN NUTS AGAINST
PIPE
ANCHOR PLATES. PROVIDE

OF RODS
3/4" TIE ROD
DOUBLE NUTS AS LOCK NUTS.
6,001 - 12,000#
12,001 - 18,000#
18,001 - 24,000#
24,001 - 30,000#
TYP
N SHEET 1 OF 2 12/01/22
MP310

RESTRAINED

PIPE JOINT - DIP - FLEXIBLE COUPLING -
TYP
N SHEET 2 OF 2 12/01/22
-
A
A
-
-
A

CONNECTION
TYPE I

CONNECTION

TYPE II
1 1/2"

TIE ROD
3/4" TIE ROD
*
BOLTS
A325
*
FLANGE

PER PIPE
2 8. = AS REQUIRED TO CLEAR FLEXIBLE COUPLING. 3/4" MINIMUM AND 1 1/2" MAXIMUM.

7. GRIND ALL CORNERS SMOOTH.

6. ALL ROD CONNECTIONS SHALL BE TYPE II FOR THRUSTS GREATER THAN 30,000 POUNDS.

EVERY 6,000 POUNDS INCREASE IN THRUST.

5. FOR THRUSTS GREATER THAN 30,000 POUNDS, ADD ONE 3/4 INCH DIAMETER TIE ROD FOR

4. MINIMUM TIE ROD YIELD = 48,000 PSI.

3. PIPE THRUST = 0.7854 x D x TEST PRESSURE, WHERE "D" IS PIPE OD.

2. PIPE THRUST SHALL BE BASED ON TEST PRESSURE.

INDICATED OTHERWISE ON THE DRAWINGS.

1. ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY NOTES:
1" PL
DETAIL
MP310

RESTRAINED

PIPE JOINT - DIP - FLEXIBLE COUPLING -
STYLE 230 (TYP)

FLEXIBLE COUPLING

VICTAULIC UNRESTRAINED
SEE NOTE 2.

SST PIPE

PVC PIPE

PUSH-ON JOINT
B
1 2
B
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-2023 1:03:46
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PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
00TP07
8660F1000TP07.dgn
PIPING
JD
192
vpetersvargas
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

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

1"
35" (30" PIPE)
30" (24" PIPE)
3 EQUAL SPACES
W
=12" 2" 2"
35" (30" PIPE)
30" (24" PIPE)
3 EQUAL SPACES
W
=12" 2" 2"

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

2. SERVICE TAP AND PLUG VALVE SHALL MATCH VALVE INLET SIZE.

1. VALVE SIZE SHALL BE AS INDICATED ON THE DRAWINGS.

NOTES:

TYP
12/01/22
MP544
NS
TYP
S180

MANUFACTURER)

SLEEVE (BY SEAL

SEAL (TYP)

FINISHED FLOOR MODULAR MECHANICAL

MANUFACTURER)

SLEEVE (BY SEAL
-
A
-
B
SEAL (TYP). NOTE 1.

MODULAR MECHANICAL
SLEEVE.

1. WALLS THICKER THAN 12" INSTALL MODULAR MECHANICAL SEAL AT BOTH ENDS OF WALL NOTES:

WALL PENETRATION
NEW

SLAB PENETRATION
NEW
SHEET 1 OF 2

W/ BARRIER SEALS

WALL PENETRATION - CAST-IN SLEEEVE
C
-
TYP

PIPE SUPPORT
J
-

C SECTION
MP637
TYP
12/01/22
MP544
NS

SEAL (TYP)

FINISHED FLOOR MODULAR MECHANICAL
SEAL (TYP). NOTE 2.

MODULAR MECHANICAL
CORE DRILL. NOTE 1.
-
A
-
B
CORE DRILL. NOTE 1.

PENETRATION.

2. WALLS 12" OR THICKER INSTALL MODULAR MECHANICAL SEAL AT BOTH ENDS OF OD.

MODULAR MECHANICAL SEAL MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE

1. CORE DRILL DIAMETER. PROCEDURES, AND POST -DRILLING SURFACE PREPARATION PER NOTES:

WALL PENETRATION

EXISTING

SLAB PENETRATION

EXISTING
SHEET 2 OF 2

W/ BARRIER SEALS

WALL PENETRATION - CAST-IN SLEEVE
FOR NPT NIPPLE.
4" FLANGED OUTLET

OR SERVICE SADDLE

AIR/VACUUM OR AIR

RELEASE VALVE

PLUG VALVE

FOR STEEL PIPE, USE

THREADOLET OR HALF

COUPLING
DRAIN. SUPPORT AS
REQUIRED.
4" 150 LB BLIND
FLANGE. DRILL AND TAP
UNION

BIRD SCREEN COVERING
END. TYPE 304 SST
SCREEN WITH 16 x 16
MESH AND 0.041 WIRE DIA.

PIPE AS INDICATED ON

THE DRAWINGS

AIR/VACUUM AND AIR
RELEASE VALVE.

DRAIN
6" AIR GAP
1/2" DISCHARGE
NIPPLE. SIZE PER

ROUTE PIPE TO NEAREST
TYP
12/01/22
MP898

SMALLER VALVE
PIPING - VALVE - VACUUM AND AIR RELEASE: 3" AND
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-2023 1:07:45
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PROJECT NO. FILE NAME:

CE
CE

TYPICALS

TYPICAL DETAILS
8660F10
00TP08
8660F1000TP08.dgn
PIPING
ELEVATION - 24" THROUGH 30" PIPE SUPPORT
TYP
1" NON-SHRINK

GROUT (TYP)
BOLT W/ 12" MIN EMBED

AND W/ LEVELING NUT,

EQUALLY SPACED

MATCH FLANGE

BOLT HOLES (TYP)
C
-
4 - 1/2" x 3 1/2" STIFFENER

PLATE) EACH SIDE
3/4" PLATE (TYP)
3/4"Ø 316 SST ANCHOR
PL 1"

EMBED (TYP)
1"Ø AB W/ 12"
-

C SECTION
JD
193
vpetersvargas
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:24:29-07'00'

H

H (MIN UNO)
0"
0"
"T"/2
"T"
NOTE 5
NOTE 5
8 "
3" 3"
0"
0"
NOTE 5
NOTE 5
"A"
"B"
"D"
"C"

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
TYP
S 07/08/16
S055 STRUCTURAL BACKFILL - OUTSIDE STRUCTURE

THE DRAWINGS

SURFACE INDICATED ON
MIN 6" TOPSOIL OR OTHER

STRUCTURE
SLOPE

CONSTRUCTION
SAFE

DRAWINGS FOR EACH STRUCTURE

OR COMPACTED ABC AS INDICATED ON

EXISTING ROCK, CONCRETE SEAL SLAB,

SPECIFICATIONS)
(SEE DRAWINGS AND

PREPARED SUBGRADE
NOTES:

1. SEE SPECIFICATIONS FOR ACCEPTABLE BACKFILL MATERIALS.

BACKFILL. NOTE 1

STRUCTURAL

COMPACTED
1 1 1/2 MIN

TYP
S107 PREFABRICATED PVC WATERSTOP JOINTS

BOND BOND
BOND
BOND

VERTICAL CROSS
EXPANSION JOINT.

EXPANSION JOINT
MANUFACTURER. FIELD WELDS SHALL BE BUTT WELDS ONLY.

2. CROSSES AND TEES SHALL BE FACTORY PREFABRICATED BY THE MANUFACTURER'S RECOMMENDATIONS.

1. MAKE WELDS AS SPECIFIED AND IN ACCORDANCE WITH THE
NOTES:

CROSS TEE

IN-PLANE JOINTS
CROSS

TEE WALL TO FOOTING AT EXPANSION JOINT

OUT-OF-PLANE JOINTS
07/08/16

VERTICAL / WALL

HORIZONTAL / SLAB
JOINT

SLAB CONSTRUCTION

WALL TO FOOTING /
NOTE 2
TYP
S 07/11/16
S110 CONSTRUCTION JOINT

LAP SPLICE

LAP SPLICE (TYP)
NOTES:

1. 2.

3. 4.

WATER BEARING SLAB OR WALL
WATER BEARING SLAB LESS THAN 12" THICK

CL CONSTRUCTION JOINT
NOTE 2
NOTE 3
NOTE 4
(TYP
)
NOTE 4 NOTE 3

CL CONSTRUCTION JOINT
(TYP
)

THROUGH JOINT

CONTINUE REINF
JOINT EDGES:

A. FOR WALLS AND BOTTOM OF EXPOSED SLABS: FORM EDGES WITH 1/2" CHAMFER.

B. FOR SLABS: EDGE TOP AND ENDS WITH 1/4" RADIUS.
"T" EQUALS SLAB OR WALL THICKNESS.
"S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.

NOTE 2
SHEET 2 OF 2

CONTINUE REINF THROUGH JOINT

5. STOP REINFORCING 2" CLEAR OF JOINT.

PLACING CONCRETE.

WATER-BLAST EXPOSED JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE IN SECOND POUR.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP BEFORE 6" WATERSTOP CENTERED ON JOINT - SEE DETAIL S106/TYP. PROVIDE WIRE TIES MAX 2'-0" OC.

CLEAR
CLEAR
SPLICE SHALL BE IN CONTACT WITH EACH OTHER.

WHEN MULTIPLE BARS ARE SPLICED AT THE SAME SECTION, THE "CLEAR D.

C.

B.

TYP
S 03/12/19
S101 REINFORCED CONCRETE NOTES
SHEET 2 OF 3
FORMED VERTICAL CONCRETE SURFACES.............................2"

11. LAP SPLICES:

D. FOOTINGS AND SLABS ON GRADE:

OR CONCRETE WORK MATS.......................................................3"

AT UNFORMED CONCRETE SURFACES CAST AGAINST SOIL, ROCK,
TOP SURFACE OF FOOTINGS AND SLABS................................SAME AS SLABS

8. WATERSTOPS:

A SLAB WITHOUT WATERSTOPS, CONTINUE WATERSTOP TO WALL/SLAB JOINT. WHERE B. END WATERSTOPS 3" BELOW TOP OF WALLS. WHERE TOP OF WALL IS COVERED BY

TOP OF WALL IS COVERED BY A SLAB WITH WATERSTOPS, MAKE WATERSTOPS ADEQUATE SYSTEMS TO PROVIDE WATER CURING WHERE REQUIRED.

10. DO NOT PLACE BACKFILL AGAINST WALLS UNTIL:

HAS REACHED THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c).

BAR SPACING" IS DEFINED AS THE MINIMUM CLEAR DISTANCE BETWEEN THE BARS OUTSIDE THE SPLICE LENGTH MINUS ONE BAR DIAMETER.
"TOP BARS" ARE HORIZONTAL REINFORCEMENT AT LOCATIONS WHERE MORE

9. CURE CONCRETE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WHERE WATER CURING IS SPECIFIED, MEMBRANE CURING IS NOT ALLOWED.

A. THE CONTRACTOR IS WARNED THAT WATER CURING IS DIFFICULT AT TIMES DUE TO WIND AND DRY CONDITIONS. STUDY SPECIFICATION REQUIREMENTS AND FURNISH B. KEEP WATER CURED SURFACES VISIBLY MOIST AT ALL TIMES. FLOOD TOPS OF WALLS NOT LESS THEN 3 TIMES DAILY.

ELEMENTS HAS REACHED THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c).

B. CONNECTING SLABS AND BEAMS HAVE BEEN CAST AND CONCRETE IN THOSE

12. FORM EXPOSED CONCRETE CORNERS AND EDGES WITH 3/4" CHAMFER UNLESS A. PROVIDE WATERSTOPS AT JOINTS IN SLABS AND WALLS OF LIQUID-CONTAINING CONTINUOUS, SPLICING WATERSTOPS IN WALLS WITH WATERSTOPS IN SLAB.

A. WALLS HAVE BEEN CAST TO FULL HEIGHT OF STRUCTURE AND CONCRETE

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, BARS AT A LAP THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

OTHERWISE INDICATED ON THE DRAWINGS.

STRUCTURES, AND PORTIONS OF STRUCTURES BELOW THE DESIGN GROUNDWATER LEVEL. MAKE WATERSTOPS CONTINUOUS THROUGH STRUCTURE, SPLICING A.

WATERSTOPS IN SLABS WITH WATERSTOPS IN WALLS.

SEE TABLE 1 OF THIS DETAIL FOR LAP SPLICE LENGTHS.
#4 MORE THAN 2
MORE THAN 2
#11
MORE THAN 2
MORE THAN 2
#10
#9
MORE THAN 2
MORE THAN 2
#8
#7
MORE THAN 2
MORE THAN 4
#6
#5
43 33
62 56
50 48
42 38
30 26
20 24
20 16
MORE THAN 1
MORE THAN 2
MORE THAN 1
MORE THAN 2
MORE THAN 1
MORE THAN 2
MORE THAN 1
MORE THAN 2
MORE THAN 1
MORE THAN 2
MORE THAN 1
MORE THAN 1
MORE THAN 1
MORE THAN 4
MORE THAN 4
MORE THAN 4
MORE THAN 4
MORE THAN 4
MORE THAN 4
MORE THAN 2
MORE THAN 2 MORE THAN 4 69 54
MORE THAN 2
MORE THAN 2
TYP
S 03/12/19
S101 REINFORCED CONCRETE NOTES
SHEET 3 OF 3
*
114
*
88 *
*
*
*
*
*
*
*
81 70
62 54
37 31
25 104
*
*
*
*
*
*
32 *
40 48
70 81
90 BAR
SIZE

LAP SPLICE LENGTH (INCHES)

TOP BARS OTHER BARS
(BAR DIA)

BAR SPACING

MINIMUM CLEAR
(BAR DIA)
COVER

MINIMUM
TABLE 1: REINFORCING BAR LAP SPLICES: f'c = 4000 PSI, Fy = 60,000 PSI INCREASED BY 50 PERCENT.

COVER IS LESS THAN OR EQUAL TO ONE BAR DIAMETER, THE LAP SPLICE LENGTH SHALL BE

2. = IF THE CLEAR BAR SPACING IS LESS THAN OR EQUAL TO TWO BAR DIAMETERS, OR THE MINIMUM COVER AND FOR MINIMUM CLEAR BAR SPACING ARE SATISFIED.

1. TABULATED SPLICE LENGTHS ARE APPLICABLE ONLY WHEN BOTH REQUIREMENTS FOR REINFORCING BAR LAP SPLICE TABLE NOTES:

TYP
S 07/11/16
S110 CONSTRUCTION JOINT

NON-WATER BEARING WALL OR SLAB

SINGLE LAYER REINFORCEMENT

NON-WATER BEARING WALL OR SLAB

DOUBLE LAYER REINFORCEMENT

CL CONSTRUCTION JOINT

CL CONSTRUCTION JOINT
BARS @ "S" 2 1/2"2 1/2" BARS @ "S"
BARS @ "S" 2 1/2" 2 1/2" BARS @ "S"

THROUGH JOINT

CONTINUE REINF
REINF WHERE "S" > 8"

TYP SPACING OF
_
REINF WHERE "S" < 8"

TYP SPACING OF
NOTE 2
(TYP
)

THROUGH JOINT

LAP SPLICE CONTINUE REINF
NOTE 2 NOTE 3
(TYP
)
LAP SPLICE NOTE 3
NOTE 2
DETAIL
THIS

FIGURES

TYP FOR ALL
SHEET 1 OF 2
4" 4"
FORMED CONCRETE SURFACES FOR DRY CONDITIONS:

FORMED CONCRETE SURFACES EXPOSED TO WEATHER,
STIRRUPS AND TIES................................................2"

FORMED CONCRETE SURFACES EXPOSED TO WEATHER,
FORMED CONCRETE SURFACES FOR DRY CONDITIONS:

C. WALLS:

B. BEAMS AND COLUMNS:

FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES

7. 6.

5. EXPOSED TO WEATHER, IN CONTACT WITH SOIL OR FLUIDS,

3. 2.

1. A. SLABS AND JOISTS:
#7 BARS AND SMALLER..........................................1" #8 BARS AND LARGER............................................1 1/2" #8 BARS AND LARGER............................................1 1/2" #7 BARS AND SMALLER..........................................1" PRINCIPAL REINFORCEMENT................................2 1/2" PRINCIPAL REINFORCEMENT................................2" STIRRUPS, SPIRALS, AND TIES..............................1 1/2" SEE DIVISION 03 SPECIFICATION FOR REQUIREMENTS FOR CONCRETE CONSTRUCTION.

WALL REINFORCEMENT AT CORNERS OR JUNCTIONS OF WALLS SHALL BE CONTINUOUS, OR LOCATED OVER FLUIDS..........................................2"

IN CONTACT WITH SOIL OR FLUIDS, OR IN BEAMS LOCATED
OVER FLUIDS:

OR IN CONTACT WITH SOIL OR FLUIDS.......................2"

SLAB, BEAM AND COLUMN REINFORCING BARS SHALL HAVE A MINIMUM EXTENSION OR ANCHORAGE INTO SUPPORTS IN ACCORDANCE WITH ACI 318 AND ACI 350.

DISPLACEMENT AS REQUIRED.

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONCRETE COVER OVER #11 AND SMALLER REINFORCING BARS SHALL BE AS FOLLOWS:

FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES FOR DRY CONDITIONS

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM REINFORCEMENT OF CONCRETE WALLS OR SLABS SHALL BE AS FOLLOWS. CONTACT ENGINEER FOR LOCATIONS INSIDE CONCRETE.

MORE THAN 10" THICK: ..........................................#5 @ 12" EACH WAY, EACH FACE.

PROVIDE STIRRUP SUPPORT BARS SHALL BE TO SECURE TOP BARS AGAINST 10" THICK OR LESS: ................................................#5 @ 12" EACH WAY.

4. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, DOWELS BETWEEN ADJACENT CONCRETE

PLACEMENTS SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCEMENT WHICH IS SPLICED TO THE DOWELS.

LAP SPLICED, OR TERMINATED IN AN ACI STANDARD 90 DEGREE HOOK. SEE DETAIL S144/TYP.

REINFORCED CONCRETE NOTES
S SHEET 1 0F 3 03/12/19
TYP
S101
TYP
S106 PVC WATERSTOP SCHEDULE
3/8"
3/8"
1" 3/8"
3/8" -
1/4"
7 7
TYPE "B" "C" "D"
"E" = NUMBER OF
"E" "F"
RIBS PER SIDE "F"
-
9"
"A"
6"

APPLICATION
(MINIMUM)

CONSTRUCTION AND

EXPANSION JOINTS
1" AND NARROWER

2. DIMENSIONS ARE MINIMUM, UNLESS OTHERWISE NOTED.

1. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

NOTES:

CONTROL JOINTS

W/O CENTER BULB

CENTER BULB
12/15/20
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PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
00TS01

STRUCTURAL
8660F1000TS01.dgn
KP
194
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kjackson
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:39:37-07'00'

"W" SEE PLANS AND NOTE 3 FOR JOINT WIDTH
MIN 9"
"W"
MIN 9"
"W" SEE PLANS AND NOTE 3 FOR JOINT WIDTH
12"UNO
E
Q
S
LAB
E
Q
2" CLR (TYP)

LAP SPLIC
E

LAP SPLIC
E
0" (TYP AT LAPS)

LAP SPLIC
E
0" (TYP AT LAPS)

LAP SPLIC
E

LAP SPLIC
E

LAP SPLIC
E
0" (TYP AT LAPS)

LAP SPLIC
E
0" (TYP AT LAPS)

LAP SPLIC
E
4"COVER
AT
W
S
TP

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
2" CLR (TYP)
2" CLR (TYP)
TYP
S 07/22/16
S130
SHEET 1 OF 2

JOINT MATERIAL

JOINT MATERIAL
SEE NOTE 4
SEE NOTE 4 A
-
B
-
B
-
A
-

CL EXPANSION JOINT

CL EXPANSION JOINT

CL WALL OR SLAB

NON-WATER BEARING SLAB OR WALL

WATER BEARING SLAB OR WALL
(TYP EA FACE)
(TYP EA FACE)
EXPANSION NOTE 1.

WATERSTOP.

EXPANSION

EXPANSION JOINT
TYP
S 07/22/16
S130
SHEET 2 OF 2
1 1/2
1 1
1 1/2
A
-
B
-
WATER BEARING SLAB LESS THAN 12" THICK
TH
ICKN
ESS
DETAIL

SUBGRADE
-
B
-
A

CL EXPANSION JOINT

TO SUBGRADE

JOINT MATERIAL

EXTEND EXPANSION
WATERSTOP. NOTE 1.

DETAIL

JOINT MATERIAL

EXPANSION
MORE THAN 1/2"
THAN 1/4" & NOT

NOT LESS
"W" /2 BUT

RUBBER FILLER

SYNTHETIC SPONGE

EXPANSION JOINT
GAP
MIN 1/4"

JOINT MATERIAL

EXPANSION
SURFACE.

CONCAVE
TOOLED
SEE SPECS.

JOINT SEALANT
LOCATIONS.

4. USE DETAIL A ONLY AT SOIL SIDE OF SLABS ON GRADE. USE DETAIL B AT ALL OTHER (MIN JOINT WIDTH = 3/8". MAX JOINT WIDTH = 2")

3. "W"=1" UNLESS OTHERWISE INDICATED ON PLANS.

B. FOR SLABS: EDGE TOP AND ENDS WITH 1/4" RADIUS.

A. FOR WALLS AND BOTTOM OF EXPOSED SLABS: FORM EDGES WITH 3/4" CHAMFER.

2. JOINT EDGES:

THOROUGHLY CLEAN WATERSTOP BEFORE PLACING CONCRETE IN SECOND POUR.

PROVIDE WIRE TIES MAX 2'-0" OC. HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS.

1. 9" WATERSTOP WITH CENTER BULB CENTERED ON JOINT - SEE DETAIL S106/TYP.

NOTES:
(TYP)
3/4" CHAMFER
TYP
03/12/19
S140
SHEET 1 OF 2
2"C
LR
A
-
B
-
NOTE 7
NOTES 3 & 4
(TYP
)
NOTE 5
NOTE 7
NOTES 3 & 4
NOTE 6

SECTION
NOTE 5
NOTES 3 & 4
NOTE 7
NOTE 8
NOTES 3 & 4
NOTE 7
NOTE 6
NOTE 8
2"C
LR
B
AR
S
AT"S" 4" 4"
(TYP
)
B
AR
S
AT"S" 4" 4"
(TYP
)
B
AR
S
AT"S" 4" 4"
(TYP
)
B
AR
S
AT"S" 4" 4"
SECTION - "W/ WSTP"

WALL HEIGHT

ELEVATIONS ALONG

INTERMEDIATE

WALLS AND AT

FOR SLABS AT TOP OF
SEE DETAIL S142/TYP
NOTE 2 NOTE 2
NOTE 9 NOTE 9
3"
NOTE 10

DRAWINGS

INDICATED ON THE

SIZE AND SPACING AS

WALL AND SLAB REINF

CONSTRUCTION JOINT - WALLS
NOTE 10
S, N
TYP
03/12/19
S140
SHEET 2 OF 2

1. "S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.

2. PLACE AND ALIGN BARS BEFORE PLACING DOWELS. BAR SIZE TO MATCH SLAB BARS.

3. WATER-BLAST JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE.

4. 5.

6. 7.

8. BEFORE PLACING CONCRETE.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP 6" PVC WATERSTOP CENTERED VERTICALLY ON JOINT. PROVIDE WIRE TIES MAX 2'-0" OC.

NOTES:

10. 9.

DOWELS: SAME SIZE AND SPACING AS VERTICAL WALL BARS, UNLESS OTHERWISE NOTED. (SEE SPECIFICATIONS.)
PLACE CEMENT GROUT OVER JOINT FACE IMMEDIATELY BEFORE PLACING CONCRETE.

CONSTRUCTION JOINT - WALLS
WATERSTOP AT TOP SURFACE OF JOINT AND CENTERED BETWEEN VERTICAL BARS.

WHERE DRAWINGS INDICATE "W/ STRIP WSTP" PROVIDE LOW EXPANSION HYDROPHILIC EXPOSED TO VIEW IN THE FINISHED WORK, PROVIDE V-GROOVE PER DETAIL S162/TYP.

CONSTRUCTION JOINT WHERE INDICATED ON THE DRAWINGS. WHERE WALL SURFACE IS S, N
TYP
11/08/21
S141
SHEET 1 OF 2
2"C
LR
A
-
B
-
NOTE 7
NOTES 3 & 4
(TYP
)
NOTE 5
NOTE 7
NOTES 3 & 4
NOTE 6

SECTION
NOTE 5
NOTES 3 & 4
NOTE 7
NOTE 8
NOTES 3 & 4
NOTE 7
NOTE 6
NOTE 8
2"C
LR
B
AR
S
AT"S" 4" 4"
(TYP
)
B
AR
S
AT"S" 4" 4"
(TYP
)
B
AR
S
AT"S" 4" 4"
(TYP
)
B
AR
S
AT"S" 4" 4"
SECTION - "W/ WSTP"
NOTE 2 NOTE 2
NOTE 9
NOTE 9
NOTE 10

DRAWINGS

INDICATED ON THE

SPACING AS

REINF SIZE AND

WALL AND SLAB
NOTE 10

CONSTRUCTION JOINT - WALLS
S, N

WALL HEIGHT

ELEVATIONS ALONG

INTERMEDIATE

WALLS AND AT

FOR SLABS AT TOP OF
SEE DETAIL S142/TYP
TYP
S
S141
SHEET 2 OF 2

1. "S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.

2. PLACE AND ALIGN BARS BEFORE PLACING DOWELS. BAR SIZE TO MATCH SLAB BARS.

3. WATER-BLAST JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE.

4. 5.

6. 7.

8. BEFORE PLACING CONCRETE.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP 6" PVC WATERSTOP CENTERED VERTICALLY ON JOINT. PROVIDE WIRE TIES MAX 2'-0" OC.

NOTES:

10. 9.

DOWELS: SAME SIZE AND SPACING AS VERTICAL WALL BARS, UNLESS OTHERWISE NOTED. (SEE SPECIFICATIONS.)
PLACE CEMENT GROUT OVER JOINT FACE IMMEDIATELY BEFORE PLACING CONCRETE.

CONSTRUCTION JOINT - WALLS
WATERSTOP AT TOP SURFACE OF JOINT AND CENTERED BETWEEN VERTICAL BARS.

WHERE DRAWINGS INDICATE "W/ STRIP WSTP" PROVIDE LOW EXPANSION HYDROPHILIC EXPOSED TO VIEW IN THE FINISHED WORK, PROVIDE V-GROOVE PER DETAIL S162/TYP.

CONSTRUCTION JOINT WHERE INDICATED ON THE DRAWINGS. WHERE WALL SURFACE IS 11/08/21
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-2023 12:17:43
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1 LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
00TS02
KP

STRUCTURAL
8660F1000TS02.dgn
195
JKN
kjackson
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:40:19-07'00'

0"
0"
0" LAP SPLIC
E

LAP SPLIC
E
0"
0"
0"
2"C
LR
0"

LAP SPLICE
0"
0"

LAP SPLIC
E
1 BAR DIA CLR
2"CLR
0"

LAP SPLIC
E
0"
LAP
0"

LAP SPLIC
E
0"(TYP
)
0"
4" MAX
0"(TYP
)
"S" (TYP)
"S"/2 (TYP)
(TYP)
NOTE 6
(TYP)
NOTE 6
3/4" 3/4"
3/4"
JOINT

LAP SPLIC
E

LAP SPLIC
E

LAP SPLIC
E

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

SIDE OF OPENING (TYP)

ADD BARS ON EACH

ALTERNATE

DIRECTION

OF HOOKS
TYP
S 05/31/16
S144
SHEET 1 OF 2

WALL REINFORCEMENT AT CORNERS
HOOK

CHAMFER

CHAMFER
NOTE 3
NOTE 2
NOTE 2
HOOK

3. BAR TAILS: 12 BAR DIAMETERS PLUS 12".

PLACE BARS IN SAME LAYERS AS AT CONNECTING WALLS (TYP).

2. AT INTERSECTION, MAKE BAR SIZE THE LARGER OF BAR SIZES IN CONNECTING WALLS.

DRAWINGS.

1. BAR SIZE, SPACING, AND ORIENTATION OF BAR LAYERS SHALL BE AS INDICATED ON THE NOTES:
& INTERSECTIONS
TYP
S 05/31/16
S144
SHEET 2 OF 2

WALL REINFORCEMENT AT CORNERS
& INTERSECTIONS
NOTE 3
NOTE 3
NOTE 3
NOTE 2
SEE NOTE 2

BAR AT BEND
LENGTH
SPLICE
TYP
03/12/19
S142 CONSTRUCTION JOINT - WALLS AT ELEVATED SLABS
S,N SHEET 3 OF 3
TYP
03/12/19
S142

DRAWINGS

INDICATED ON THE

SPACING AS

REINF SIZE AND

WALL AND SLAB
NOTE 6
B
AR
S
AT"S" 4" 4"
NOTE 6
NOTE 9
T.O. SLAB
NOTE 5
NOTES 3 & 4
SPLICE
LAP
NOTE 5
NOTES 3 & 4
NOTES 3 & 4
NOTE 8
NOTE 8
NOTE 8
NOTES 3 & 4
NOTE 6
NOTE 2
NOTE 9
NOTE 8
NOTE 8
NOTES 3 & 4
T.O. SLAB

OF WALL

SLABS AT BOTTOM
S140/TYP FOR

SEE DETAIL
(TYP)
NOTE 2
(TYP)
NOTES 3 & 4
NOTE 2 (TYP)

CONSTRUCTION JOINT - WALLS AT ELEVATED SLABS
3"3"
NOTE 2 (TYP)
NOTE 8
NOTE 11
S,N SHEET 2 OF 3
TYP
03/12/19
S142
NOTE 5
NOTE 6

DRAWINGS

INDICATED ON THE

SPACING AS

REINF SIZE AND

WALL AND SLAB
NOTE 6
NOTE 9
T.O. SLAB
NOTES 3 & 4
NOTE 2 NOTE 2
NOTE 9
SPLICE
LAP
NOTES 3 & 4
NOTES 3 & 4 NOTES 3 & 4
NOTES 3 & 4
NOTES 3 & 4 NOTE 6
T.O. SLAB
NOTE 10
NOTE 10
NOTE 10

OF WALL

SLABS AT BOTTOM
S140/TYP FOR

SEE DETAIL
NOTE 10
NOTE 7
NOTE 10
(TYP) (TYP)
NOTE 2 (TYP)
NOTE 2 (TYP)

CONSTRUCTION JOINT - WALLS AT ELEVATED SLABS
NOTE 11
S, N SHEET 1 OF 3
*
*
*
INTERR
U
PTED
(TYP
)
(TYP)
"X"/2 (TYP)
"X" (TYP)

ON THE DRAWINGS

BARS AS INDICATED
B
AR
S
(TYP
)

BARS (TYP)

INTERRUPTED
C
IRC
U
LAR
O
PEN
ING
R
EC
TANGU
LAR
O
PEN
ING
NOTES:

THAN 12" THICK.

EACH FACE FOR WALLS AND SLABS GREATER
AND SLABS 12" THICK OR LESS. PROVIDE 1 SET
PROVIDE 1 SET OF DIAGONAL BARS FOR WALLS
ADD 4 - #5 x 5'-0" DIAGONAL CORNER BARS.

TYP
03/12/19
S180

CONCRETE SLABS OR WALLS

ADDITIONAL REINFORCING AT OPENINGS IN
S, N
WALL OR BEAM.

7. ADD BARS ARE NOT REQUIRED AT SIDES OF OPENINGS PARALLEL TO AND WITHIN 6" OF A OVERCUT REINFORCEMENT FOR EASIER PLACEMENT OF WEEP RINGS AND FLANGES.

6. 2" CLEAR TO CONCRETE OPENINGS OR OUTSIDE FACE OF PIPES AND PIPE SLEEVES. DO NOT LAP SPLICE LENGTH.

5. DIMENSION EQUALS OPENING DIMENSION MEASURED PERPENDICULAR TO ADD BARS PLUS

4. PLACE #5 DIAGONAL BARS ON INSIDE OF INTERRUPTED REINFORCING.

3. PLACE ADD BARS IN SAME PLANES AS INTERRUPTED REINFORCING.

CANNOT BE ACHIEVED.

2. PROVIDE STANDARD ACI HOOKS ON BARS IF STRAIGHT EXTENSION PAST THE OPENING, GREATER THAN 1/2 THE CROSS SECTIONAL AREA OF THE INTERRUPTED BARS.

1. AREA OF ADD BARS AT EACH EDGE OF OPENING IN EACH DIRECTION SHALL BE EQUAL TO OR A
-
DETAIL - CORNER:

DOUBLE MAT
B
-
DETAIL - CORNER:

SINGLE MAT
C
-

DOUBLE MAT
D
-

SINGLE MAT
DETAIL - INTERSECTION: DETAIL - INTERSECTION:

G
-
DETAIL - INTERSECTION:

CHANGE IN WALL THICKNESS
E
-
DETAIL - INTERSECTION:

DOUBLE MAT
F
-
DETAIL - INTERSECTION:

SINGLE MAT
NOTES:

1. "S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.

2. 3. WATER-BLAST JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE.

4. 5.

6. 8.

BEFORE PLACING CONCRETE.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP 6" PVC WATERSTOP CENTERED VERTICALLY ON JOINT. PROVIDE WIRE TIES MAX 2'-0" OC.

9. WALL. PLACE BARS AT SAME LAYERS AS IN ADJACENT SLAB OR WALL.

AT INTERSECTION, MAKE BAR SIZE THE LARGER OF BAR SIZES IN ADJACENT SLAB OR (SEE SPECIFICATIONS)
PLACE CEMENT GROUT OVER JOINT FACE IMMEDIATELY BEFORE PLACING CONCRETE. 1 BAR DIAMETER CLEAR.

WATERSTOP AT TOP SURFACE OF JOINT AND CENTERED BETWEEN VERTICAL BARS.

WHERE DRAWINGS INDICATE "W/ STRIP WSTP" PROVIDE LOW EXPANSION HYDROPHILIC EXPOSED TO VIEW IN THE FINISHED WORK, PROVIDE V-GROOVE PER DETAIL S162/TYP.

CONSTRUCTION JOINT WHERE INDICATED ON THE DRAWINGS. WHERE WALL SURFACE IS

10. 7.

11. STANDARD 180° HOOK WHERE INDICATED ON THE DRAWINGS.

APPROVED BY ENGINEER.)
STANDARD 180° HOOK (ALTERNATE: 90° HOOK ROTATED OUT OF VERTICAL PLANE IF

REINFORCING BARS

ALL-THREAD RODS
TYP
S 04/18/17
S194
EX
IS
TING

CONCRETE

NEW CONCRETE EXISTING CONCRETE

THREAD RODS
SPECIFICATIONS.

1. INSTALLATION OF REINFORCING BARS AND ALL THREAD RODS AS INDICATED IN THE NOTE:

ADHESIVE BONDED REINFORCING BARS OR ALL

ADHESIVE (EPOXY UNO)

ADHESIVE (EPOXY UNO)

ON THE DRAWINGS

OTHERWISE INDICATED

LAP SPLICE, UNLESS

EMBEDMENT LENGTH

SEE DRAWINGS FOR

SIZE AND SPACING

REINFORCING BAR

SEE DRAWINGS FOR

CEMENT BONDING AGENT

EPOXY RESIN/PORTLAND

AMPLITUDE AND COAT WITH
ROUGHEN CONCRETE TO 1/4"

THREAD ROD SIZE AND SPACING

SEE DRAWINGS FOR ALL

EMBEDMENT LENGTH

SEE DRAWINGS FOR
B
-
(TYP
)
NOTE 5
T.O. SLAB
SLAB AT 1 SIDE SLAB AT 2 SIDES
(TYP
)
B
AR
S
AT"S" 4" 4"
SECTION - "W/ WSTP"
3" 3"3"
A
-

SECTION
(TYP
)
B
AR
S
AT"S" 4" 4"
NOTE 5 T.O. SLAB
NOTE 5
SLAB AT 1 SIDE SLAB AT 2 SIDES
(TYP
)
B
AR
S
AT"S" 4" 4"
TYP
N 07/21/16
S162 V-GROOVE JOINT
P
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-2023 12:17:28
PM
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cript:

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

PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
00TS03

STRUCTURAL
8660F1000TS03.dgn
KP
kjackson
196
JKN
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:41:03-07'00'

LAP SPLICE
12"
12" (TYP)
SEE NOTE 1
6" MIN (TYP)
1/4"
1/4"
"D"
10 x"D"M
IN
COVER3"M
IN
2" CLR (TYP 4 SIDES)
AROUND
4" MIN ALL

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
(OPT)
S
S350
TYP

ELECTRICAL EQUIPMENT HOUSEKEEPING PAD
A
-
B
-
02/21/14
LOCATIONS TO FIT BETWEEN WINDOWS.

4. FOR EQUIPMENT WITH CONDUIT WINDOWS BELOW, ADJUST BAR

OVER SLAB

PAD PLACED

W/ SLAB

PAD PLACED

C ANCHOR L
1/2" CHAMFER

C SYMM L
NOTE 1
NOTE
3 NOTE 4
(HOOKS HORIZ)
#3 @ 6"
(TYP AROUND)
#3 @ 6"
NOTE 4
#3 @ 6"
L
L
STUD ABOVE). NOTE 6.
(NEED NOT ALIGN W/ THREADED
END OF PLATE & MAX. 12" OC
ANCHOR STUD. MAX. 2" FROM
WT 2 x 6.5. NOTE 6.

6. THREADED STUD. NOTE

WELD SHOULDER)
(DIA CENTER HOLE > OD OF
THREADED STUD.
2" x 2" SHIM PACK AT EACH
JOINT

CONSTRUCTION

C ANCHOR
L

FACE OF CABINET
ROD

GALVANIZED ALL THREAD

EPOXY BONDED
C MIN 3/8"Ø x MIN 4" EMBED

2. SEE S101/ TYP FOR MIN CONCRETE COVER REQUIREMENTS.

NOTES:

STUDS.

TOUCH UP GALVANIZING AFTER FIELD WELDING THREADED

6. HOT DIP GALVANIZE WT AND HEADED ANCHOR STUD ASSEMBLY.

CABINET 4"
4"
NOTE 5
1 1/2"
4"PAD
11/2"C
LR 1"
NOTE
2 7"M
IN
S
LAB
4"
2" 2"
VERTICAL 2x FORM DURING SLAB PLACEMENT.

5. LOCATE VERTICAL EDGE OF PAD AND VERTICAL FACE OF #3s USING IS LESS THAN DIMENSION SHOWN.

3. CONTACT ENGINEER FOR INSTRUCTIONS WHERE HOOK EMBEDMENT SLAB REINFORCEMENT NOT SHOWN.

1. SEE STRUCTURAL DRAWINGS FOR THICKNESS OF SLAB BELOW PAD.

CAST-IN-ANCHOR

POST-INSTALLED ANCHOR

1. DIMENSIONS AS REQUIRED TO SUIT EQUIPMENT OR AS INDICATED ON THE DRAWINGS.

NOTE:
#5 (TYP)
1 MIN 6" ABC
1 1/2

LAP SPLICE
(TYP)
#5@12" EW T&B
(TYP)
TYP
WITH 12" MIN

THE DWGS

INDICATED ON

THICKNESS AS
GRADE

FINISHED

SUBGRADE
PREPARED #5@12" (TYP)
#7
54"
26" 21"
26" 40"
#4
#6
#5
40"
58" 63" 46" 63"
26"
26" 40"
54"

LAP SPLICE LENGTH (INCHES)

BAR SIZE
42"
21"
REINFORCING BAR LAP SPLICES: f'm = 1500 psi, Fy = 60,000 psi S 04/10/17

MASONRY NOTES

IN WALL

BAR CENTERED
8" CMU:

OF WALL
BAR @ FACE
8" CMU:

OF WALL
BAR @ FACE
12" CMU:

IN WALL

BAR CENTERED
12" CMU:

TYP
S400
INCHES FROM FACE OF MASONRY TO THE EXTERIOR FACE OF THE BAR.

C.THE MASONRY SIDE COVER OVER THE REINFORCING BARS SHALL NOT BE LESS THAN 2 NOT BE LESS THAN 72 BAR DIAMETERS.

B.BAR LAP SPLICES NOT SPECIFIED ON THE DRAWINGS OR IN THE FOLLOWING TABLE SHALL CONTACT WITH EACH OTHER.

A.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE BARS AT A LAP SPLICE SHALL BE IN

2. LAP SPLICES:

FACE IN 12" WALLS.

BOND BEAM REINFORCEMENT: #5 AT 1'-4" IN GROUTED CELLS. CENTERED IN 8" WALLS. EACH SECTIONS FOR EACH STRUCTURE.

HORIZONTAL BOND BEAMS AT LOCATIONS INDICATED IN DETAIL S410/TYP AND IN WALL 3/16” DIA LADDER JOINT REINFORCEMENT AT 16” OC VERTICAL. SEE DETAIL S414/TYP.

B. HORIZONTAL REINFORCEMENT:

VERTICAL BARS IN FIRST 2 CELLS AT EACH JAMB OF WALL OPENINGS: SEE DETAIL S412/TYP.

VERTICAL BARS EACH SIDE AT MASONRY CONTROL JOINTS: SEE DETAIL S430/TYP.

VERTICAL BARS AT CORNERS AND INTERSECTIONS: SEE DETAIL S412/TYP.

ADDITIONAL REINFORCEMENT (SAME SIZE AS VERTICAL WALL BARS UNO):
#5 AT 1’-4” IN GROUTED CELLS. CENTERED IN 8” WALLS. EACH FACE IN 12” WALLS.

A. VERTICAL REINFORCEMENT:

AS FOLLOWS:

1. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM WALL REINFORCEMENT SHALL BE 1 1/2" NON-SHRINK GROUT

SST LOCK NUT
1/8
DETAIL
TYP
N 05/20/15
S312 ANCHOR BOLT - IN SLEEVE
A
-
SEE NOTE 3.

SST AB WITH 2 TO 4 THREADS EXPOSED.

ID = BOLT DIA + 2" MIN.

SST PIPE SLEEVE.
1/8" MIN WALL THICKNESS
SEE NOTE 4.

FILL SLEEVE WITH POLYURETHANE FOAM.
-
A
1 1/8" DIA.
+ 2" FOR BOLTS LARGER THAN
SMALLER. PL 3/4" x SLEEVE DIA
SQ FOR BOLTS 1 1/8" DIA AND
SST PL 1/2" x SLEEVE DIA + 2"

SOLE PLATE, OR SKID

EQUIPMENT BASE, BASE PLATE,

BASE PLATE, SOLE PLATE, OR SKID

ALL AROUND EQUIPMENT BASE,

COMPOUND BEAD CONTINUOUS

SYNTHETIC RUBBER SEALING
PLATE, OR SKID.

5. DO NOT USE LEVELING NUTS TO SUPPORT AND LEVEL EQUIPMENT BASE, BASE PLATE, SOLE BASE PLATE, SOLE PLATE, OR SKID, AND ANCHOR BOLTS ABOVE TOP OF CONCRETE.

4. COMPLETELY REMOVE ANY POLYURETHANE FOAM FROM CONCRETE, EQUIPMENT BASE,

3. DO NOT USE ALL THREAD RODS AS A SUBSTITUTE FOR BOLTS WITH A BOLT HEAD.

MANUFACTURER.

DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT

2. ANCHOR BOLT DIAMETER AS INDICATED ON THE DRAWINGS. IF NOT INDICATED ON THE

1. "D" = DIAMETER OF ANCHOR BOLT.

NOTES:
1:1 SLOPE (TYP)

ANCHOR BOLTS
TYP
N
S304

CL ANCHOR BOLT
SEE NOTE 2
H
E
IGH
T

EXISTING CONC
"D"
#5 @ 12" (TYP 4 SIDES)
3/4" CHAMFER
2"C
LR

BONDING AGENT

PORTLAND CEMENT

COAT WITH EPOXY RESIN/
1/4" AMPLITUDE AND

ROUGHEN CONCRETE TO
12/29/2017
SKID

PLATE, SOLE PLATE, OR

EQUIPMENT BASE, BASE
NOTE
4 NOTE 5
#5 @ 12" (TYP 4 SIDES)
DETAIL S322/TYP
DETAIL S320/TYP
GROUT. SEE
1 1/2" NON-SHRINK
NOTE 6
(TYP)
THICKNESS MINUS 3" (12" MAX).

EMBEDMENT EQUALS SLAB
LOCATIONS TO AVOID REINFORCEMENT.

6. FIELD LOCATE EXISTING REINFORCEMENT IN SLAB BEFORE DRILLING. ADJUST DOWEL

5. PROVIDE HOOPS OR CORNERS PER DETAIL S144/TYP.

4. HEIGHT TO SUIT EQUIPMENT FURNISHED OR AS INDICATED ON THE DRAWINGS.

MANUFACTURER'S REQUIREMENTS.

3. PAD DIMENSIONS AND ANCHOR BOLT SIZE SHALL CONFORM TO EQUIPMENT

2. THE EDGE DISTANCE ON THE ANCHOR BOLTS SHALL NOT BE LESS THAN 6" OR 8 x "D".

1. "D" = DIAMETER OF ANCHOR BOLT.

NOTES:

EQUIPMENT BASE ON EXISTING CONCRETE
TYP
S320 EQUIPMENT GROUTING
N
(TYP)

JACK SCREW

SIDE OF FORMS

HEAD BOX ON ONE

EQUIPMENT
SEE NOTE 5
"T
FORMS "
GROUT

FOUNDATION

EQUIPMENT

CONCRETE
HERE

POUR GROUT
SEE NOTE 6.

NON-SHRINK GROUT.

EPOXY BOND TO CONCRETE.

CIRCULAR STEEL WASHER.

SEE NOTE 7

OR SKID

SOLEPLATE,

BASEPLATE,

EQUIPMENT BASE,
SEE NOTE 4
"T"
(TYP)

WITH NON-SHRINK GROUT
12/15/20

AS INDICATED ON DRAWINGS

EQUIPMENT ANCHORS

7. AFTER GROUT SETS, TRIM GROUT TO 45 DEGREE CHAMFER.

6. PLACE NON-SHRINK GROUT AS SPECIFIED IN SECTION 15050 (46_05_10).

SPECIFIED IN SECTION 15050 (46_05_10).

5. PREPARE SURFACES OF CONCRETE FOUNDATION IN CONTACT WITH GROUT AS IN CONTACT WITH GROUT AS SPECIFIED IN SECTION 15050 (46_05_10).

4. PREPARE SURFACE OF EQUIPMENT BASES, BASE PLATES, SOLE PLATES, AND SKIDS

3. DO NOT USE LEVELING NUTS ON EQUIPMENT ANCHORS.

2. FILL ANCHOR SLEEVES WITH POLYURETHANE FOAM BEFORE GROUTING.

THICKNESS.

1. "T" = EQUALS GROUT THICKNESS INDICATED ON THE DRAWING. 1" MINIMUM GROUT NOTES:

TYP
S322 EQUIPMENT GROUTING
N
(TYP)

JACK SCREW

SIDE OF FORMS

HEAD BOX ON ONE

EQUIPMENT
SEE NOTE 5
"T"
"T
FORMS "
GROUT

FOUNDATION

EQUIPMENT

CONCRETE
HERE

POUR GROUT
EPOXY BOND TO CONCRETE.

CIRCULAR STEEL WASHER.

SEE NOTE 7

OR SKID

SOLEPLATE,

BASEPLATE,

EQUIPMENT BASE,

WITH NON-SHRINK EPOXY GROUT
(TYP)
SEE NOTE 4
SEE NOTE 6.

EPOXY GROUT.

NON-SHRINK
12/29/17

AS INDICATED ON DRAWINGS

EQUIPMENT ANCHORS

7. AFTER GROUT SETS, TRIM GROUT TO 45 DEGREE CHAMFER.

6. PLACE NON-SHRINK EPOXY GROUT AS SPECIFIED IN SECTION 15050 (46_05_10).

SPECIFIED IN SECTION 15050 (46_05_10).

5. PREPARE SURFACES OF CONCRETE FOUNDATION IN CONTACT WITH GROUT AS IN CONTACT WITH GROUT AS SPECIFIED IN SECTION 15050 (46_05_10).

4. PREPARE SURFACE OF EQUIPMENT BASES, BASE PLATES, SOLE PLATES, AND SKIDS

3. DO NOT USE LEVELING NUTS ON EQUIPMENT ANCHORS.

2. FILL ANCHOR SLEEVES WITH POLYURETHANE FOAM BEFORE GROUTING.

THICKNESS.

1. "T" = EQUALS GROUT THICKNESS INDICATED ON THE DRAWING. 1" MINIMUM GROUT NOTES:

TYP
S
S300 EQUIPMENT SLAB
S302
12/15/20
TYP
S194
TYP
S312
M
IN
12"
M
IN
4"
P
lotD
ate: 07-APR
-2023 12:17:33
PM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

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

PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
00TS04

STRUCTURAL
8660F1000TS04.dgn
kjackson
KP
197
JKN
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:41:58-07'00'

NOTES 2, 4
"W"
8" (TYP)
"H".
3/4" CLR 3/4" CLR
OPENING DIAMETER = "D" + 3"
1" MAX
1/2" MIN
WALL PARTIALLY GROUTED.

GROUT SUPPORT SCREEN IF
0" 0"
(TYP)
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
NOTES:

THE DRAWINGS

DEPTH AS INDICATED ON

ANCHOR BOLT EMBEDMENT
DEPTH.

ANCHOR BOLT EMBEDMENT
GREATER OF 6" MIN OR
BOLT. DIMENSION EQUAL TO

GROUT ALL AROUND ANCHOR

IF WALL PARTIALLY GROUTED,
DRAWINGS.

INDICATED ON THE

AND LOCATION AS
ANCHOR BOLT. SIZE
"D"
SIZE AND LOCATIONS.

FOR TYPICAL HORIZONTAL BAR
BOND BEAM (TYP). SEE DRAWINGS
NOTE 6 (TYP)
NOTE 1 (TYP)
OF WALL.

CLARITY. PLACE HOOK IN PLANE
ROTATED 90° OUT OF POSITION FOR
180° STD ACI HOOK. HOOK SHOWN
NOTE 6 NOTE 6
"R" (TYP)
(TYP)
SEE

FOUNDATION
M
A
SON
R
Y
B
LO
C
K
W
ALL
-
A
"L" MIN (TYP)

OPENING (TYP)
2 - #5 BELOW "R" (TYP)
"R" (TYP)
NOTE 7.

AT ALL VERTICAL BARS.

DOWELS IN FOUNDATION
WALL.

AND BOTTOM OF

BOND BEAM TOP
SPLIC
E
(TYP
).

M
A
SON
R
Y
LAP
BARS SIZE AND SPACING.

VERTICAL REINFORCEMENT

SEE DRAWINGS FOR TYPICAL

MASONRY

BOTTOM OF
OPENINGS (TYP).

AT JAMB OF

REINFORCEMENT

FOR VERTICAL

WALL ELEVATION
ACI STANDARD 90° HOOK ON HORIZONTAL BARS AT OPENINGS.

SEE DRAWINGS FOR VERTICAL AND HORIZONTAL REINFORCEMENT SIZE AND SPACING AT EACH STRUCTURE.

DO NOT PLACE VERTICAL CONDUITS IN CELLS WITH VERTICAL REINFORCING BARS.

SEE DETAIL S412/TYP FOR BOND BEAM REINFORCEMENT AT CORNERS AND INTERSECTIONS. "R" BARS: EXTEND BAR TO "L" DIMENSION INDICATED ON SHEET 2. PROVIDE VERTICAL HOOK AT END IF "L" CANNOT BE ACHIEVED.

CHANNEL LINTEL MASONRY UNITS ACROSS OPENINGS. KNOCK-OUT BOND BEAM UNITS BEYOND OPENINGS TO "L."
EMBED DOWELS IN CONCRETE PER DETAIL S455/TYP.

1. 2.

3. 4.

6. 7.

5. S400
TYP
S 06/01/17
S410 REINFORCED MASONRY WALL
SHEET 2 OF 2
O
PEN
ING

LINTEL REINFORCEMENT SCHEDULE
LESS THAN 5'-0"
GREATER THAN 5'-0" TO 7'-0"
GREATER THAN 7'-0" TO 12'-0"
"W" "R"
2 - #6
2 - #7
2 - #5
"R"
"L" "H"
3'-0"
3'-6"
2'-6"
32"
40"
16"
W
ALL
ABOVE
O
PEN
ING
"R"
-
C
-

B LINTEL AT OPENING LINTEL AT OPENING AND
G
ROU
T
S
O
LID.

FILL
H
EAD
JO
IN
TS

WITH VERTICAL REINF

REINF EACH FACE

WITH VERTICAL
ELECTRICAL BOXES.

LOCATIONS WITH

COORDINATE BAR
SIZE AND SPACING.

DRAWINGS FOR BAR
ON THE DRAWINGS. SEE

OTHERWISE INDICATED

BARS UNLESS

TYPICAL WALL REINF
TYP
S
S430 MASONRY CONTROL JOINT
SHEET 1 OF 2
DETAIL

WITH SINGLE WALL REINF MAT

WITH SINGLE WALL REINF MAT

CONTROL JOINT FILLER

CONTROL JOINT FILLER
A
-
A
-
-
A
M
C
J

PLAN AT BOND BEAM
M
C
J

PLAN ABOVE OR BELOW BOND BEAM

CAULK PER

FROM CONTROL JOINT AND
RAKE MORTAR 1/2" DEEP

IN GROUTED BOND BEAM

CONTINUOUS HORIZ REINF BARS

EACH SIDE OF CONTROL JOINT)
BAR SIZE AND SPACING. (TYP
#5 MIN. SEE DRAWINGS FOR

EACH SIDE OF CONTROL JOINT)
BAR SIZE AND SPACING. (TYP
#5 MIN. SEE DRAWINGS FOR
OR COATING COLOR.

SHALL MATCH MASONRY COLOR
THOROUGH CLEANING. CAULKING

CAULK EXPOSED WALLS AFTER
04/04/17
TYP
S
S430 MASONRY CONTROL JOINT
SHEET 2 OF 2

CONTROL JOINT FILLER
A
1 A
1 WITH DOUBLE WALL REINF MAT

WITH DOUBLE WALL REINF MAT

PLAN AT BOND BEAM
M
C
J
M
C
J

PLAN ABOVE OR BELOW BOND BEAM

EACH SIDE OF CONTROL JOINT)
BAR SIZE AND SPACING. (TYP
#5 MIN. SEE DRAWINGS FOR

IN GROUTED BOND BEAM

CONTINUOUS HORIZ REINF BARS

EACH SIDE OF CONTROL JOINT)
BAR SIZE AND SPACING. (TYP
#5 MIN. SEE DRAWINGS FOR
04/04/17
TYP
S
S440 ANCHOR BOLTS IN MASONRY

MASONRY WALL

4. REMOVE EXCESS GROUT. LEAVE FINISHED SURFACE FLUSH WITH FACE OF WALL.

BOLT AND MASONRY SURFACE.

3. CUT MASONRY WEBS AS REQUIRED TO ALLOW MINIMUM 1/2" GROUT BETWEEN ANCHOR OF MASONRY.

2. SET ANCHOR BOLTS WITH TEMPLATE. DO NOT EMBED ADJUSTMENT NUTS IN GROUT AT FACE

1. "D" = DIAMETER OF ANCHOR BOLT.
04/04/17
TYP
S 06/01/17
S410 REINFORCED MASONRY WALL
SHEET 1 OF 2
TYP
NOTES:

CORNER INTERSECTION
-
B
-

A SINGLE BAR BOND BEAM

CORNER INTERSECTION
DOUBLE BAR BOND BEAM (12" CMU ONLY)

AT INTERSECTIONS (TYP)

CORNERS AND

VERTICAL IN
(TYP UNO
)
SEE
DETA
IL
S400/TYP

AT INTERSECTIONS

CORNERS AND

SINGLE VERT IN
(TYP UNO
)
SEE
DETA
IL
S400/TYP
2 1/2" CLEAR FOR 12" BLOCK
HOOKS: 2 1/4" CLEAR FOR 8" BLOCK

NOTCH BLOCK

NOTCH BLOCK

LAP SPLIC
E LENG
TH

BOND BEAM BLOCK

BOND BEAM BLOCK

OPENING

EDGE OF
2 1/2" CLEAR FOR 12" BLOCK
HOOKS: 2 1/4" CLEAR FOR 8" BLOCK
TYPICAL VERT REINF.

SIZE SAME AS
OPENINGS.

PAST EDGE OF

FIRST TWO CELLS

BAR IN EACH OF
REINF IN WALL. (TYP)
SPACING. CENTER

WALL REINF SIZE AND

SEE DRAWINGS FOR TYP
90° HOOK (TYP)

STANDARD ACI

OPENING

EDGE OF
TYPICAL VERT REINF.

SIZE SAME AS
OPENINGS.

PAST EDGE OF

FIRST TWO CELLS

BAR IN EACH OF

NOTCH BLOCK

BOND BEAM BLOCK
SPACING (TYP).

WALL REINF SIZE AND

SEE DRAWINGS FOR TYP

NOTCH BLOCK

BOND BEAM BLOCK

LAP SPLIC
E LENG
TH

HOOK (TYP)
TYP
04/10/17
S412 MASONRY BOND BEAM REINFORCING
S
NOTES:

3. AT VENEER, PROVIDE TABS AND VENEER TIES PER SPECIFICATIONS.

MINIMUM 5/8" MORTAR COVER AT CUT ENDS.

2. DISCONTINUE WIRE REINFORCEMENT ACROSS MASONRY CONTROL JOINTS. PROVIDE

1. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT MAXIMUM 1'-4" OC VERTICAL.

CORNER INTERSECTION

AND TEES

CORNERS

PREFABRICATED

MANUFACTURER'S

PROVIDE
(TYP)

AT INTERSECTIONS

CORNERS AND

SINGLE VERT IN
NOTE 3

SPACING (TYP)

WALL REINF SIZE AND
(NOTE 2)

SEE DRAWINGS FOR TYP
MCJ
TYPICAL VERT REINF.

SIZE SAME AS
OPENINGS.

PAST EDGE OF

FIRST TWO CELLS

BAR IN EACH OF
(TYP EF)
COVER
MORTAR
5/8" MIN
TYP
S430 SIM

OPENING

EDGE OF
6" MIN (TYP)

LAP SPLICE
TYP
04/11/17
S414 MASONRY JOINT REINFORCEMENT
S
CAULK PER (TYP EF).

FROM CONTROL JOINT AND
RAKE MORTAR 1/2" DEEP
P
lotD
ate: 07-APR
-2023 12:17:55
PM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

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

PROJECT NO. FILE NAME:

CE

TYPICALS

TYPICAL DETAILS
8660F10
00TS05

STRUCTURAL
8660F1000TS05.dgn
kjackson
KP
198
JKN
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:42:51-07'00'

3'-7"LAP SPLIC
E
6 1/2"
12"
12"
2" CLR
2'-6"
12"

LAP SPLIC
E

LAP SPLIC
E

LAP SPLIC
E

LAP SPLIC
E
0"
1" CLR
4'-0"
4" (TYP)
1 1/2" (TYP)
4 1/2" 4 1/2"

ANCHOR BOLTS

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
C
1 B
-
D
1 PLAN

SECTION
PLAN
A
2 SECTION
TYP
N 05/30/19
S461
SHEET 1 OF 3

SECTION
~
~

SLAB REINF AS
3 - #6

ON THE DRAWINGS
(TYP)
WALL REINF. DOWEL BAR

DOWELS FOR MASONRY
#5 @ 12"

THE DRAWINGS

TYPE OF CMU AND BLOCK

HEIGHT AS INDICATED ON

ROOF DECK SPAN
TYP
TYP

INDICATED ON

THE DRAWINGS

DIRECTION AS INDICATED

ON THE DRAWINGS
B
2 D
3 C
3 -
A

THE DRAWINGS

INDICATED ON

ELEVATION AS

ELEVATION AS INDICATED

THE DRAWINGS

INDICATED ON

ELEVATION AS
4'-7" LAP SPLICE
ADD 3 - #6 CHORD BARS WITH
#6 @ 2'-0" CENTERED IN WALL
#5 @ 2'-0" WITH 2'-4" LAP SPLICE
12" MASONRY EXTERIOR WALL
12" COMPACTED ABC
6" COMPACTED ABC

SIZE, SPACING, AND LOCATION
SAME AS MASONRY WALL REINF.

REINFORCING BARS.

LAP SPLICE WITH SLAB
MASONRY WALL DOWELS.
#5 @ 12" BETWEEN
#5 @ 12" EF
AG140
AG220
GROUT

STEEL ROOF DECK

AS SPECIFIED

ROOFING SYSTEM

REINF BAR
TYP
1 B
S708
TYP
N 05/30/19
S461
SHEET 2 OF 3

SECTION

LEDGER ANGLE

1. FOR ADDITIONAL BARS AT OPENINGS IN WALL, SEE S410/TYP.

NOTE:
12" MASONRY EXTERIOR WALL

WALL REINF
SLAB
1 D
A
1 A
1 1
C
TYP
N 05/30/19
S461
SHEET 3 OF 3

SECTIONAL PLAN

SECTIONAL PLAN
EQUAL

FOOTING

FOOTING
12" MASONRY EXTERIOR WALL
12" CMU
TYP
S455 CMU WALL TO CONCRETE
01/09/18
-
A
0"
(TYP)
NOTES: