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
P
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-2023 11:15:34
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PROJECT NO. FILE NAME:
CE
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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PROJECT NO. FILE NAME:
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
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-2023 11:41:56
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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
lotD
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-2023 11:41:48
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arollo_S
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en_v0905.pen
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lotScale:1:1 LA
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SAVED
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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
AM
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C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1 LA
S
T
SAVED
B
Y:
PROJECT NO. FILE NAME:
CE
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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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
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-2023 1:04:02
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SAVED
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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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arollo_S
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lotScale:1:1 LA
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SAVED
B
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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
P
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-2023 1:07:45
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arollo_S
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en_v0905.pen
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SAVED
B
Y:
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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-2023 12:17:47
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arollo_S
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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
PM
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Model:
Layout1 C
olorTable:gshade.ctb
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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
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
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C
arollo_S
td_P
en_v0905.pen
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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
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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:
SHEET 1 OF 2
(TYP)
SPACING OF VERT REINF
REINF. MATCH SIZE AND
DOWELS FOR CMU WALL
(TYP
)
PER
S400/TYP
(TYP
)
PER
S101/TYP
HOOK (TYP)
90-DEG
CONC WALL
SECTION: 8" CMU
INDICATED
VENEER WHERE
SLAB
T.O. CONC
OF HOOKS
ALTERNATE DIRECTION
BAR EMBEDMENT
STRAIGHT
OF WALL
FOR LOCATION
SEE DRAWINGS
NOTE 3 - ALT
HOOKS TO PROVIDE REQUIRED CONCRETE COVER.
3. WHERE STRAIGHT BAR EMBEDMENT IS NOT AVAILABLE, PROVIDE 90-DEGREE HOOKS. ROTATE
2. VENEER IS NOT SHOWN FOR CLARITY.
1. FOR CMU WALL REINFORCING SIZE AND SPACING, SEE PLANS.
CMU WALL TO CONCRETE
-
B
(TYP
)
PER
S400/TYP
(TYP
)
PER
S101/TYP
(TYP)
EMBEDMENT
STRAIGHT BAR
SECTION: 12" CMU
CONC WALL
OF WALL
FOR LOCATION
SEE DRAWINGS
INDICATED
VENEER WHERE
SLAB
T.O. CONC
NOTE 3 - ALT
(TYP)
SPACING OF VERT REINF
REINF. MATCH SIZE AND
DOWELS FOR CMU WALL
HOOK (TYP)
90 DEG
S455
TYP
SHEET 2 OF 2 01/09/18
ROOF BEAM
TYP
1/4
TYP
08/18/15
S451
NS SHEET 1 OF 3
THE DRAWINGS
AS INDICATED ON
BOND BEAM REINF
CONNECTION
12" CMU WALL ROOF BEAM TO EXTERIOR WALL
INSTALLED
SOLID AFTER ROOF
GROUT BEAM POCKET
ANCHOR BOLT
1" NON-SHRINK GROUT
(SEE PLAN D)
"PILASTER BARS."
LEDGER ANGLE
PL 1" x 7" x 12"
STEEL ROOF DECK
1/4
1/4
7"
TYP
08/18/15
S451
NS SHEET 2 OF 3
CONNECTION
12" CMU WALL ROOF BEAM TO EXTERIOR WALL
4 - #4 TIES
1/4" STIFFENER PL (TYP)
CL WALL, AB, AND PL
ANCHOR BOLTS
IS INSTALLED
SOLID AFTER ROOF
GROUT BEAM POCKET
LEVELING NUTS AND 12" EMBED.
2 - 3/4"Ø ANCHOR BOLTS WITH
ANCHOR BOLTS
AS REQUIRED TO CLEAR
NOTCH BOTTOM FLANGE
FOR BAR SIZE.
BEAM. SEE DRAWINGS
IN CELL EACH SIDE OF
LOCATE TYP WALL BAR
NON-SHRINK GROUT
TYP
08/18/15
S451
NS SHEET 3 OF 3
CONNECTION
12" CMU WALL ROOF BEAM TO EXTERIOR WALL
CL WALL, AB, AND PL
OF HOOK
ALTERNATE DIRECTION
CL BEAM
SIZE.
SEE DRAWINGS FOR BAR
CELL EACH SIDE OF BEAM.
LOCATE TYP WALL BAR IN
SIZE UNO.
WALL BAR
USE TYPICAL
BASE PLATE.
UNDER BEAM
IN EACH CELL
"PILASTER BARS"
LOCATE ADDED
3-#4 TIES
-
B
A
1 TYP
S460
2 C
D
3 2
B
2 C
D
3 P
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-2023 12:17:51
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CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS06
STRUCTURAL
8660F1000TS06.dgn
kjackson
KP
199
JKN
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:43:44-07'00'
3" OR 3 1/2"
3" (TYP) B
EAM
D
EPTH
1 1/4" (TYP)
3 1/2" 3 1/2"
1 1/4" (TYP)
1 1/4"
3"
1 1/4" (TYP)
OPENING
12"-0" MAX
OPENING
1 1/2"
1 1/2"
TWO UNINTERRUPTED RIBS
COVER A MINIMUM OF
LESS THAN 2"
1-1/2"
36"
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
NUMBER OF
24 - 30 6
2 3
4 8 - 10
12 - 16
LEG
BOLTS PER
18 - 21
2 - L4 x 3 1/2 x 1/4
2 - L3 1/2 x 3 x 1/4
FOR 10" OR LARGER
COLUMN
2 - L3 1/2 x 3 x 1/4 FOR COLUMN
FOR 8" COLUMNS.
2 - L4 x 3 1/2 x 1/4 BEAM
TOP OF BEAMS SHALL BE FLUSH
COLUMNS.
BEAM
BEAM
GAGE OF 3 1/2" OR LESS.
2 - L4 x 3 1/2 x 1/4 FOR 5 1/2"
COLUMN GAGE.
UNLESS OTHERWISE INDICATED
ON THE FRAMING PLANS. COPE
TOP AND BOTTOM FLANGES AS
REQUIRED.
TYP
S502 STEEL DOUBLE ANGLE BOLTED CONNECTION
4/30/07
3/4"Ø A 325 BOLTS (TYP)
INDICATED ON THE FRAMING PLAN BY .
1. SCHEDULE APPLIES TO ALL BEAMS UNLESS NUMBER OF BOLTS PER LEG IS OTHERWISE NOTE:
(INCHES)
DEPTH
BEAM
VERTICAL BOLT LINES
1/4
C8
L 3 x 3 x 1/4
-
B SECTION
A
-
B
-
-
A SECTION
TYP
S 11/16/22
S508 STEEL BOLTED CONNECTION
1/4
1/4
L3 x 3 x 1/4
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
OPENING.
SEE NOTE 1
SEE NOTE 2.
TYP
A
-
TYP
N 08/31/09
S520 FRAMED ROOF OPENING ASSEMBLY
W ROOF BEAMS OPEN WEB ROOF JOISTS
5'-0"MAX
-
A
W
ROO
F
B
EAM
O
PEN
W
EB
ROO
F
JO
IS
T
STEEL ROOF DECK
OPEN WEB JOIST
2. PROVIDE OPENING SIZE TO SUIT EQUIPMENT PROVIDED.
1. SEE ROOF FRAMING PLAN FOR BEAM SIZE.
NOTES:
W ROOF BEAM
MASONRY WALL
STEEL ROOF DECK
LEDGER L4 x 3 x 3/8 LLV.
INSTALL ANGLE TO MATCH ROOF
SLOPE. SEE ROOF FRAMING
PLAN FOR TOP OF STEEL
ELEVATIONS.
MASONRY WALL
STEEL ROOF DECK
TYP
TYP
S440
S440
TYP
N 08/31/09
S708 ROOF DECK TO WALL CONNECTION
CL ANCHOR BOLT
@ 2'-0" MAX
3/4"Ø ANCHOR BOLT
CL ANCHOR BOLT
3/4"Ø ANCHOR BOLT
@ 2'-0" MAX
TOP OF STEEL ELEVATIONS.
SEE ROOF FRAMING PLAN FOR
ANGLE TO MATCH ROOF SLOPE.
LEDGER L4 x 3 x 3/8 LLV. INSTALL
ENDS OF ANGLES SHALL EQUAL WIDTH OF JOINT.
2. ANGLE SHALL STOP AT EACH SIDE OF CONTROL AND EXPANSION JOINTS. GAP BETWEEN OF ANGLE.
1. FIRST ANCHOR BOLT AT EACH END OF SECTION OF ANGLE SHALL BE 6" OR LESS FROM END NOTES:
ROOF DECK RIBS PARALLEL TO WALL
ROOF DECK RIBS PERPENDICULAR TO WALL
STEEL DECK
OPEN
TYP
12/15/20
S720 STEEL DECK ROOF OPENING
SIDE 12" MAXIMUM.
DIAMETER MAXIMUM OR LONGER
OPENING IN STEEL DECK WITH 12"
ROUND, SQUARE, OR RECTANGULAR
EACH SIDE OF RIBS
TWO TACK WELDS
RIBS.
UNINTERRUPTED AND INTERRUPTED
TOP OF DECK THEN TACK WELD TO
REINF AROUND OPENING. PLACE ON
ONE PIECE 18 GAGE FLAT METAL
S701
TYP
J 03/12/21
METAL DECK - STEEL
S701
TYP
J 03/12/21
METAL DECK - STEEL
S701
TYP
J 03/12/21
METAL DECK - STEEL
PLAN
SECTION
TYP
S502
TYP
S508
TYPICAL STEEL DECK TO BEAM WELD DETAILS
TYPICAL METAL DECK WELDING
METAL DECK CROSSING SECTION
(PREFERRED)
CONT.
NOTE: SEE DETAIL
FOR WELDS.
WELD
WELD
WELD
2"
MIN.
2"
MIN.
2"
MIN.
2"
MIN.
1 1/2"
MIN.
2"
MIN.
1 1/2"
MIN.
2 1/2"
MIN.
1 1/2"
MIN.
1 1/4"
MIN.
1 1/2"
MIN.
3"
MIN.
FOR
DIMENSION
SEE PLAN
P/L.
14 GA.
WELD
SHEET 3 OF 3
SUPPORTING
BEAM/TRUSS/PLATE
1 1/2"
(SEE PLAN)
AT ALL VALLEYS
PUDDLE WELDS
10" OC MAX.
WELDS AT
RIDGES
RIBS AND AT HIP
PARALLEL TO DECK
FRAMING RUNNING
WELD DECK TO ALL
WELD
CRIMP AND LAP SEAM
OR EQUAL AT 12"
CONNECTION 2 (VSC 2)
VERCO SIDELAP
SHEET 1 OF 3
PLB
S-in3S+in3APPLICATION DEPTH GAGE
PER FOOT WIDTH:
Fy KSI
1 1/2" PLB 18 0.314 0.331 50
WELD
PATTERNS
SEE TABLE
METAL DECK
VERCO
36/7
PATTERN
WELD
CAPACITY (PLF)
DIAPHRAGM SHEAR
UNFACTORED
1500
DESIGN
PROPERTIES
MINIMUM SECTION
SHEET 2 OF 3
BUILDING *
BLOWER
P
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-2023 12:17:38
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PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS07
STRUCTURAL
8660F1000TS07.dgn
KP
200
JKN
kjackson
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 14:44:29-07'00'
2795 MITCHELL DRIVE • WALNUT CREEK, CALIFORNIA 94598-1601 • P. 925.932.1710 pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00002a
CITY OF UKIAH
UKIAH, CA
RECYCLED WATER PIPELINE PROJECT – PHASE 4
CLIENT PROJECT NO. 8860F10
TECHNICAL SPECIFICATIONS
BID SET
VOLUME 1 OF 3
APRIL 2023
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.
Date: 2023.04.07 07:23:23-07'00'
Seals Page
00003-1 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00003 (BidSetFinala)
CITY OF UKIAH
RECYCLED WATER PIPELINE PROJECT - PHASE 4
DISCIPLINES RESPONSIBLE FOR SPECIFICATION SECTIONS
CIVIL PROCESS/MECHANICAL
STRUCTURAL ELECTRICAL
INSTRUMENTATION & CONTROLS
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.
Date: 2023.04.07 10:06:15-07'00'
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.
Date: 2023.04.07 16:12:04-04'00'
Digitally signed by Jitesh
Contact Info: Carollo Engineers, Inc
Date: 2023.04.07 13:14:10-07'00'
Digitally signed by Erik M. Bahneman
Contact Info: Carollo Engineers, Inc.
Date: 2023.04.07 13:04:40-07'00'
Digitally signed by Brett A. Lee
Contact Info: Carollo Engineers, Inc.
Date: 2023.04.07 11:16:48-06'00'
Table of Contents
00010-1 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00010 (BidSetFinal)
CITY OF UKIAH
RECYCLED WATER PIPELINE PROJECT – PHASE 4
TABLE OF CONTENTS
VOLUME 1 OF 3
DIVISION 00 - BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF
THE CONTRACT
SECTION NO. TITLE
00101 SPECIAL PROVISIONS
00436 LIST OF EQUIPMENT MANUFACTURERS
00602 ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF
RETENTION
00625 CERTIFICATE OF SUBSTANTIAL COMPLETION
00632 REQUEST FOR INFORMATION OR INTERPRETATION (RFI)
00820 FEDERAL AND STATE FUNDING REQUIREMENTS
00823 ESCROW BID DOCUMENTS
00940 WORK CHANGE DIRECTIVE
00941 CHANGE ORDER
00942 FIELD ORDER
DIVISION 01 - GENERAL REQUIREMENTS
SECTION NO. TITLE
01110 SUMMARY OF WORK
01116 CONTRACT DOCUMENT LANGUAGE
01140 WORK RESTRICTIONS
01150 MITIGATION AND MONITORING REQUIREMENTS
01220 MEASUREMENT AND PAYMENT
01260 CONTRACT MODIFICATION PROCEDURES
01292 SCHEDULE OF VALUES
01294 APPLICATIONS FOR PAYMENT
01312 PROJECT MEETINGS
01321 SCHEDULES AND REPORTS
01322 WEB BASED CONSTRUCTION DOCUMENT MANAGEMENT
01330 SUBMITTAL PROCEDURES
01340 PHOTOGRAPHIC AND VIDEOGRAPHIC DOCUMENTATION
01354 HAZARDOUS MATERIAL PROCEDURES
01357 DELEGATED DESIGN PROCEDURES
01410 REGULATORY REQUIREMENTS
01439 MOCKUPS
01450 QUALITY CONTROL
01455 REGULATORY QUALITY ASSURANCE
Table of Contents
00010-2 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00010 (BidSetFinal) 01460 CONTRACTOR QUALITY CONTROL PLAN
01500 TEMPORARY FACILITIES AND CONTROLS
01550 TRAFFIC CONTROL
01562 TEMPORARY TREE AND PLANT PROTECTION
01573 EROSION AND SEDIMENT CONTROL
01600 PRODUCT REQUIREMENTS - PLANT
01601 PRODUCT REQUIREMENTS - LINEAR INFRASTRUCTURE
01722 FIELD ENGINEERING
01734 WORK WITHIN PUBLIC RIGHT-OF-WAY
01738 SELECTIVE ALTERATIONS AND DEMOLITION
01756 COMMISSIONING
01759 WATER LEAKAGE TEST FOR CONCRETE STRUCTURES
01770 CLOSEOUT PROCEDURES
01782 OPERATION AND MAINTENANCE MANUALS
01783 WARRANTIES AND BONDS
01850 DESIGN CRITERIA
DIVISION 02 - SITE CONSTRUCTION
SECTION NO. TITLE
02001 COMMON WORK RESULTS FOR GENERAL PIPING - LINEAR
INFRASTRUCTURE
02003 PIPE IDENTIFICATION - LINEAR INFRASTRUCTURE
02005 PIPING SPECIALTIES - LINEAR INFRASTRUCTURE
02007 PIPE COUPLINGS - LINEAR INFRASTRUCTURE
02009 PIPING SYSTEMS TESTING - LINEAR INFRASTRUCTURE
02050 SOILS AND AGGREGATES FOR EARTHWORK
02200 SITE CLEARING
02240 DEWATERING - PLANT
02241 DEWATERING - LINEAR INFRASTRUCTURE
02260 EXCAVATION SUPPORT AND PROTECTION
02280 SUBSURFACE UTILITY ENGINEERING
02300 EARTHWORK
02301 LINED POND EARTHWORK
02312 CONTROLLED LOW STRENGTH MATERIAL (CLSM)
02318 TRENCHING
02370 RIPRAP AND GABIONS EROSION AND SEDIMENTATION CONTROL 02441 MICROTUNNELING
02448 JACKING STEEL PIPE CASINGS
02460 PILE LOAD TESTS
02466A BORED AND AUGERED PILES
02466B AUGERED PRESSURE-GROUTED PILES
02467A DRILLED CONCRETE PIERS
02581 PRECAST ELECTRICAL HANDHOLES AND ELECTRICAL MANHOLES 02600 CONCRETE MANHOLES
Table of Contents
00010-3 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00010 (BidSetFinal) 02620 FILTER FABRIC
02621 STABILIZATION FABRIC
02693 DUCTILE IRON PIPE: AWWA C151
02705 POLYVINYL CHLORIDE (PVC) PIPE: GRAVITY
02706 POLYVINYL CHLORIDE (PVC) PIPE: PRESSURE - LINEAR
INFRASTRUCTURE
02710 POLYVINYL CHLORIDE (PVC) PIPE: SCHEDULE TYPE
02742A ASPHALTIC CONCRETE PAVING (CA)
02747 BITUMINOUS PAVEMENT SURFACE SEAL
02762 PAVEMENT MARKINGS
02772 CONCRETE CURBS, GUTTERS, AND SIDEWALKS
02820 FENCES AND GATES
02939 SEEDING
02952 PAVEMENT RESTORATION AND REHABILITATION
DIVISION 03 - CONCRETE
SECTION NO. TITLE
03055 ADHESIVE-BONDED REINFORCING BARS AND ALL THREAD RODS IN
CONCRETE
03071 EPOXIES
03072 EPOXY RESIN/PORTLAND CEMENT BONDING AGENT
03102 CONCRETE FORMWORK
03150 CONCRETE ACCESSORIES
03154 HYDROPHILIC RUBBER WATERSTOP
03200 CONCRETE REINFORCING
03300 CAST-IN-PLACE CONCRETE
03366 TOOLED CONCRETE FINISHING
03371 SHOTCRETE
03600 GROUTING
03922 PREPACKAGED SMALL AGGREGATE REPAIR CONCRETE
03931 EPOXY INJECTION SYSTEM
DIVISION 04 - MASONRY
SECTION NO. TITLE
04055 ADHESIVE BONDING REINFORCING BARS AND ALL THREAD RODS IN
MASONRY
04090 MASONRY ACCESSORIES
04100 MORTAR AND MASONRY GROUT
04220 CONCRETE UNIT MASONRY
04221 BRICK MASONRY
Table of Contents
00010-4 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00010 (BidSetFinal) DIVISION 05 - METALS
SECTION NO. TITLE
05120 STRUCTURAL STEEL FRAMING
05140 STRUCTURAL ALUMINUM
05190 MECHANICAL ANCHORING AND FASTENING TO CONCRETE AND
MASONRY
05310 STEEL DECKING
05500 METAL FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
SECTION NO. TITLE
07110 DAMPPROOFING
07190 WATER REPELLENTS
07220 ROOF AND DECK INSULATION
07530 ELASTOMERIC MEMBRANE ROOFING
07540 THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING
07600 FLASHING AND SHEET METAL
07700 ROOF SPECIALTIES
07722 ROOF HATCHES
07723 STEEL ROOFING WALKWAYS
07900 JOINT SEALANTS
DIVISION 08 - DOORS AND WINDOWS
SECTION NO. TITLE
08110 HOLLOW METAL DOORS AND FRAMES
08320 FLOOR ACCESS DOORS
08710 DOOR HARDWARE
DIVISION 09 - FINISHES
SECTION NO. TITLE
09910 PAINTING
09960 HIGH-PERFORMANCE COATINGS
09986 PAINTING PRESTRESSED CONCRETE WATER TANKS
DIVISION 10 - SPECIALTIES
SECTION NO. TITLE
10400 SIGNAGE
10520 FIRE PROTECTION SPECIALTIES
10732 SHADE FABRIC
Table of Contents
00010-5 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00010 (BidSetFinal) DIVISION 11 - EQUIPMENT
SECTION NO. TITLE
11242 LIQUID CHEMICAL DIAPHRAGM-TYPE METERING PUMPS
11294B HEAVY-DUTY FABRICATED STAINLESS STEEL SLIDE GATES 11312D VERTICAL TURBINE SHORT SETTING CENTRIFUGAL PUMPS 11312O HORIZONTAL ANSI CENTRIFUGAL PUMPS
11313E HORIZONTAL SELF-PRIMING SAMPLE CENTRIFUGAL PUMPS 11376A ROTARY-LOBE BLOWERS
11802 PACKAGED WATER TREATMENT SYSTEM REHABILITATION
DIVISION 13 - SPECIAL CONSTRUCTION
SECTION NO. TITLE
13206F HYDROPNEUMATIC BLADDER TANK
13207 STRAND-WOUND CIRCULAR PRESTRESSED CONCRETE TANK WITH
A TYPE I CORE WALL AND FLAT ROOF
13446 MANUAL ACTUATORS
13447 ELECTRIC ACTUATORS
VOLUME 2 OF 3
DIVISION 15 - MECHANICAL
SECTION NO. TITLE
15050 COMMON WORK RESULTS FOR MECHANICAL EQUIPMENT
15052 COMMON WORK RESULTS FOR GENERAL PIPING
15061 PIPE SUPPORTS
15062 PREFORMED CHANNEL PIPE SUPPORT SYSTEM
15063 NON-METALLIC PIPE SUPPORT SYSTEM
15076 PIPE IDENTIFICATION
15082 PIPING INSULATION
15110 COMMON WORK RESULTS FOR VALVES
15111 BALL VALVES
15112 BUTTERFLY VALVES
15114 CHECK VALVES
15115 GATE, GLOBE, AND ANGLE VALVES
15116 PLUG VALVES
15117 SPECIALTY VALVES
15118 PRESSURE CONTROL VALVES
15119 AIR AND VACUUM RELIEF VALVES
15120 PIPING SPECIALTIES
15121 PIPE COUPLINGS
15127 DUCTILE IRON BALL-TYPE FLEXIBLE EXPANSION JOINTS
15200 METERED SERVICES
15209 HIGH-SILICON CAST IRON PIPE FOR DIGESTER GAS
Table of Contents
00010-6 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00010 (BidSetFinal) 15211 DUCTILE IRON PIPE: AWWA C151
15230 PLASTIC PIPING AND TUBING
15244 POLYVINYL CHLORIDE (PVC) PIPE: PRESSURE
15249 POLYVINYL CHLORIDE (PVC) PIPE: SCHEDULE TYPE
15286 STAINLESS STEEL PIPE AND TUBING
15400 PLUMBING SYSTEMS
15500 COMMON WORK RESULTS FOR HVAC
15732 AIR CONDITIONING UNITS
15936 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
15954 TESTING, ADJUSTING, AND BALANCING FOR HVAC
15956 PIPING SYSTEMS TESTING
15958 MECHANICAL EQUIPMENT TESTING
DIVISION 16 - ELECTRICAL
SECTION NO. TITLE
16050 COMMON WORK RESULTS FOR ELECTRICAL
16060 GROUNDING AND BONDING
16070 HANGERS AND SUPPORTS
16075 IDENTIFICATION FOR ELECTRICAL SYSTEMS
16123 600-VOLT OR LESS WIRES AND CABLES
16125 FIBER OPTIC CABLE AND APPURTENANCES
16130 CONDUITS
16133 DUCT BANKS
16134 BOXES
16140 WIRING DEVICES
16150 LOW VOLTAGE WIRE CONNECTIONS
16210 UTILITY COORDINATION
16222 LOW VOLTAGE MOTORS UP TO 500 HORSEPOWER
16262 VARIABLE FREQUENCY DRIVES 0.50 - 50 HORSEPOWER
16265 REDUCED HARMONIC VARIABLE FREQUENCY DRIVES
16272 DRY-TYPE TRANSFORMERS
16285 SURGE PROTECTIVE DEVICES
16290 ELECTRICAL POWER MONITORING
16305 ELECTRICAL SYSTEM STUDIES
16411 DISCONNECT SWITCHES
16412 LOW VOLTAGE MOLDED CASE CIRCUIT BREAKERS
16422 MOTOR STARTERS
16441 GROUP-MOUNTED CIRCUIT BREAKER SWITCHBOARDS
16445 PANELBOARDS
16494 LOW VOLTAGE FUSES
16510 LIGHTING: LED LUMINAIRES
16950 FIELD ELECTRICAL ACCEPTANCE TESTS
16990 CONDUIT SCHEDULE
Table of Contents
00010-7 8660F10 April 2023
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/00010 (BidSetFinal) DIVISION 17 - INSTRUMENTATION AND CONTROLS
SECTION NO. TITLE
17050 COMMON WORK RESULTS FOR PROCESS CONTROL AND
INSTRUMENTATION SYSTEMS
17100 CONTROL STRATEGIES
17101 SPECIFIC CONTROL STRATEGIES
17201 LEVEL MEASUREMENT: SWITCHES
17206 LEVEL MEASUREMENT: ULTRASONIC
17208 LEVEL MEASUREMENT: RADAR PULSE TIME OF FLIGHT (PTOF) 17301 FLOW MEASUREMENT: SWITCHES
17302 FLOW MEASUREMENT: MAGNETIC FLOWMETERS
17316 FLOW MEASUREMENT: ROTAMETERS (VARIABLE AREA
FLOWMETERS)
17317 FLOW MEASUREMENT: OPEN CHANNEL
17402 PRESSURE/VACUUM MEASUREMENT: INSTRUMENT VALVES
17404 PRESSURE/VACUUM MEASUREMENT: GAUGES
17405 PRESSURE/VACUUM MEASUREMENT: DIRECT
17407 PRESSURE MEASUREMENT: SUBMERSIBLE
17505 ANALYZERS: RESIDUAL CHLORINE
17710 CONTROL SYSTEMS: PANELS, ENCLOSURES, AND PANEL
COMPONENTS
17720 CONTROL SYSTEMS: PROGRAMMABLE LOGIC CONTROLLERS
17721 CONTROL SYSTEMS: LOCAL OPERATOR INTERFACE (LOI)
17733 CONTROL SYSTEMS: NETWORK MATERIALS AND EQUIPMENT
17750 CONTROL SYSTEMS: WIRELESS COMMUNICATIONS - RADIO
17901 SCHEDULES: FIELD INSTRUMENTS
17903 SCHEDULES: I/O LIST
17950 COMMISSIONING FOR INSTRUMENTATION AND CONTROLS
APPENDICES
APPENDIX TITLE
APPENDIX A MITIGATION MONITORING AND REPORTING PROGRAM
APPENDIX B WWTP GEOTECHNICAL REPORT (REVISION 2)
APPENDIX C RECYCLED WATER PIPELINE GEOTECHNICAL REPORT
CITY OF UKIAH
MENDOCINO COUNTY, CALIFORNIA
SPECIAL PROVISIONS
FOR
RECYCLED WATER PROJECT – PHASE 4
SPECIFICATION NO. 23-01
CITY OF UKIAH
DEPARTMENT OF PUBLIC WORKS
300 Seminary Avenue
Ukiah, California 95482-5400
Bids Open: Friday, June 2, 2023
2:00 p.m.
Office of City Clerk
CITY OF UKIAH
MENDOCINO COUNTY, CALIFORNIA
CITY COUNCIL:
MARI RODIN – MAYOR
JOSEFINA DUENAS – VICE-MAYOR
DOUGLAS CRANE – COUNCIL MEMBER
JUAN OROZCO – COUNCIL MEMBER
SUSAN SHER – COUNCIL MEMBER
SAGE SANGIACOMO – CITY MANAGER
TIM ERIKSEN – DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
MARY HORGER – FINANCIAL SERVICES MANAGER
KRISTINE LAWLER – CITY CLERK
R. ALLEN CARTER – CITY TREASURER
CITY OF UKIAH
DEPARTMENT OF PUBLIC WORKS
APRIL 2023
RECYCLED WATER PROJECT – PHASE 4 iv Spec No. 23-01
RECYCLED WATER PROJECT – PHASE 4 v Spec No. 23-01
TABLE OF CONTENTS
PAGE
NOTICE TO BIDDERS
INSTRUCTIONS TO BIDDERS....................................................................................................................1
GENERAL CONDITIONS
SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS............................................3 1-01. Definitions
1-02. Examinations of Plans, Special Provisions and Site of Work 1-03. Proposal
1-04. Withdrawal of Bids
1-05. Public Opening of Bids
1-06. Bid Guaranty
1-07. Qualification of Bidders
1-08. Disqualification of Bidders
1-09. Identification of Subcontractors
1-10. General Provisions of the Standard Specifications 1-11. Addenda
SECTION 2. AWARD AND EXECUTION OF CONTRACT ........................................................................5 2-01. Award of Contract
2-02. Return of Proposal Guaranties
2-03. Execution of Contract
SECTION 3. SCOPE AND INTENT OF CONTRACT .................................................................................5 3-01. Effect of Inspection and Payments
3-02. Effect of Extension of Time
3-03. Extra Work
3-04. Assignment of Contract
3-05. Subcontractors
3-06. Interpretation of Special Provisions and Drawings 3-07. Addenda
3-08. Liability of City Officials
3-09. Dispute Resolution
SECTION 4. BONDS ...................................................................................................................................6 4-01. Faithful Performance Bond
4-02. Material and Labor Bond
4-03. Defective Material and Workmanship Bond
4-04. Notification of Surety Companies
SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS.......................................................7 5-01. Minimum Scope of Insurance
5-02. Minimum Limits of Insurance
5-03. Deductibles and Self-Insured Retentions
5-04. Other Insurance Provisions
5-05. Acceptability of Insurers
5-06. Verification of Coverage
RECYCLED WATER PROJECT – PHASE 4 vi Spec No. 23-01
5-07. Subcontractors
SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR ......................................................9 6-01. Legal Address of Contractor
6-02. Office of Contractor at Site
6-03. Attention to Work
6-04. Liability of Contractor
6-05. Protection of Persons and Property
6-06. Protection of City Against Patent Claims
6-07. Protection of Contractor's Work Property
6-08. Regulations and Permits
6-09. Construction Utilities
6-10. Approval of Contractor's Plans
6-11. Suggestions to the Contractor
6-12. Termination of Unsatisfactory Subcontracts
6-13. Preservation of Stakes and Marks
6-14. Assistance to Engineer
6-15. Removal of Condemned Materials and Structures
6-16. Proof of Compliance with Contract
6-17. Errors and Omissions
6-18. Cooperation
6-19. Right of Contractor to Stop Work
6-20. Hiring and Dismissal of Employees
6-21. Wage Rates
6-22. Cleaning Up
6-23. Guaranty
SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY......................................................................14 7-01. Authority of the Engineer
7-02. Inspection
7-03. Surveys
7-04. Rights-of-Way
7-05. Retention of Imperfect Work
7-06. Changes in the Work
7-07. Additional Drawings by City
7-08. Additional and Emergency Protection
7-09. Suspension of Work
7-10. Right of City to Terminate Contract
7-11. Use of Completed Portions
7-12. Right of City to Terminate Contract for Convenience SECTION 8. WORKMANSHIP, MATERIALS AND EQUIPMENT............................................................17 8-01. General Quality
8-02. Quality in Absence of Detailed Specifications
8-03. Materials and Equipment Specified by Name
8-04. Source of Materials
8-05. Storage of Materials
8-06. Drawings, Samples and Tests
SECTION 9. PROSECUTION OF WORK .................................................................................................17 9-01. Equipment and Methods
9-02. Time of Completion
9-03. Avoidable Delays
RECYCLED WATER PROJECT – PHASE 4 vii Spec No. 23-01
9-04. Unavoidable Delays
9-05. Notice of Delays
9-06. Extension of Time
9-07. Unfavorable Weather and Other Conditions
9-08. Saturday, Sunday, Holiday and Night Work
9-09. Hours of Labor
SECTION 10. PAYMENT...........................................................................................................................19 10-01. Certification by Engineer
10-02. Progress Estimates and Payment
10-03. Substitution of Securities
10-04. Acceptance
10-05. Final Estimate and Payment
10-06. Delay Payments
10-07. Extra Work and Work Omitted
10-08. Compensation for Extra Work or Work Omitted
10-09. Compensation to the City for Extension of Time
10-10. Liquidated Damages for Delay
SECTION 11. MISCELLANEOUS.............................................................................................................22 11-01. Notice
11-02. Computation of Time
11-03 Claims Procedure
11-04. Litigation and Forum Selection
11-05. Waiver
TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION ................................................................................................27 12-01. Location and Scope of Work
12-02. Arrangement of Technical Specifications
12-03. Arrangement of Plans
12-04. Business Licenses
12-05. Permits
12-06. Standard Specifications and Standard Plans
12-07. Temporary Facilities
12-08. Public Convenience and Safety
12-09. Maintaining Traffic
12-10. Stream Pollution
12-11. Warranties
12-12. Utilities
12-13. Preconstruction Conference
12-14. Safety Requirements
SECTION 13. CONSTRUCTION DETAILS...............................................................................................27 13-01. Volume 1 - Technical Specifications Division 00 through Division 13 13-02. Volume 2 - Technical Specifications Division 15 through Division 17 and Appendices o Appendix A of the Specifications - Mitigation Monitoring and Reporting Program o Appendix B of the Specifications - WWTP Geotechnical Report (Revision 2) o Appendix C of the Specifications - Recycled Water Pipeline Geotechnical Report 13-03. Volume 3 - Drawings
RECYCLED WATER PROJECT – PHASE 4 viii Spec No. 23-01
SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS...............................................................27 14-01. Provisions to be Excluded from General Conditions SECTION 15. AMENDMENTS TO GENERAL CONDITIONS..................................................................27 15-01. Provisions of General Conditions to be Amended
CERTIFICATES AND DOCUMENTS
BID SUBMITTAL CHECKLIST....................................................................................................................31 PROPOSAL ...........................................................................................................................................33 BIDDING SCHEDULE.................................................................................................................................35 FAIR EMPLOYMENT PRACTICES CERTIFICATION ...............................................................................43 WORKER'S COMPENSATION CERTIFICATE..........................................................................................45 CERTIFICATE OF NONDISCRIMINATION IN EMPLOYMENT.................................................................47 LIST OF PROPOSED SUBCONTRACTORS.............................................................................................49 STATEMENT OF EXPERIENCE OF BIDDER............................................................................................51 SIGNATURE OF BIDDER...........................................................................................................................53 BIDDER'S BOND ........................................................................................................................................55 NON-COLLUSION AFFIDAVIT...................................................................................................................57 AGREEMENT ...........................................................................................................................................59 INDEMNIFICATION AGREEMENT ............................................................................................................65 EXAMPLE BOND FORMS..........................................................................................................................67 DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND ..........73 DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND ..............................................75
INSURANCE CERTIFICATES AND ENDORSEMENT FORMS
CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
NOTICE TO BIDDERS FOR RECYCLED WATER PROJECT – PHASE 4 SPECIFICATION NO. 23-01 NOTICE IS HEREBY GIVEN that sealed standard proposals for RECYCLED WATER PROJECT – PHASE 4 will be received at the Office of the City Clerk, Ukiah Civic Center, 300 Seminary Avenue, Ukiah California until 2:00 p.m. on Friday, June 2, 2023. Bids shall be addressed to the City Clerk and shall be endorsed “RECYCLED WATER PROJECT – PHASE 4." Bids are required for the entire work described herein. No fax bids will be accepted. As soon thereafter as possible, the bids will be publicly opened and read in the Council Chambers at 300 Seminary Avenue, Ukiah. The bid opening will also be visible via live streaming at http://www.cityofukiah.com/meetings/.
Plans and Special Provisions may be inspected and/or copies obtained from the City’s website at www.cityofukiah.com/purchasing. No bid will be considered unless it is made on the forms furnished by the City and is made in accordance with the details of the Special Provisions. Each bidder must be licensed as required by law. Further information regarding the work or these specifications can be obtained by calling Seth Strader, Administrative Analyst at (707) 467-5719 or by email at [email protected].
The City Council reserves the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid by a responsible bidder and which it deems in the best interest of the City to accept. The City Council also reserves the right, but not the obligation, to waive any irregularity or failure to strictly comply with the bidding requirements, that the City determines in the reasonable exercise of its discretion does not provide the bidder with a competitive advantage over other bidders.
No contractor or subcontractor may be listed on a bid proposal for a public works unless registered with the Department of Industrial Relations (“DIR”) pursuant to Labor Code section 1725.5 except as allowed. under Labor Code section 1771.1(the prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the DIR.
Pursuant to provisions of Section 1770, including amendments thereof, of the Labor Code of the State of California, the DIR Director has ascertained the general prevailing rate of wages for straight time, overtime, Saturdays, Sundays and Holidays including employer payment for health and welfare, vacation, pension and similar purposes for the City of Ukiah. Copies of his General Prevailing Wage Determination are available on the Internet at web address: http://www.dir.ca.gov/DLSR/PWD/ The prime contractor for the work herein shall possess a current, valid State of California, Class A (General Engineering) Contractor's License. Pursuant to California Public Contract Code §22300, this contract includes provisions that allow substitutions of certain types of securities in lieu of the City withholding a portion of the partial payments due the Contractor to insure performance under this contract.
By order of the City Council, City of Ukiah, County of Mendocino, State of California.
Dated:________________________ ________________________________________ Kristine Lawler, City Clerk, City of Ukiah, California
PUBLISH TWO TIMES:
RECYCLED WATER PROJECT – PHASE 4 1 Spec. No. 23-01
INSTRUCTIONS TO BIDDERS
RECYCLED WATER PROJECT – PHASE 4 shall be performed in accordance with the Plans and Special Provisions therefor adopted, to which special reference is hereby made.
Each bidder must supply all the information required by the bid documents and Special Provisions.
Minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award of any contract entered into pursuant to this advertisement. Women will be afforded equal opportunity in all areas of employment. However, the employment of women shall not diminish the standards or requirements for the employment of minorities.
All proposals or bids shall be accompanied by a cashier's check or certified check payable to the order of the City of Ukiah amounting to 10 percent of the bid, or by a bond in said amount and signed by the bidder and a corporate surety, payable to said City. Said check shall be forfeited, or said bond shall become payable to said City in case the bidder depositing the same does not, within fifteen (15) days after written notice that the contract has been awarded to him: (a) enter into a contract with the City and (b) furnish certificates of insurance and endorsements, a bond of faithful performance and a payment bond as described in the Special Provisions.
No bidder shall withdraw his or her bid for a period of thirty (30) calendar days after the date set by the City for the opening thereof.
The Contractor and any subcontractors shall each possess a valid City of Ukiah Business License prior to the start of any work.
The Contractor shall furnish a project schedule to the Engineer prior to the start of any work and start work as scheduled.
The work is to be completed within seven hundred and seven (707) calendar days. The Contractor will pay to the City the sum of five hundred ($500.00) dollars per day for each and every calendar day's delay beyond the time prescribed.
The staff shall notify a bidder by telephone or email, if it intends to recommend the rejection of the bidder’s bid.
Any bid protest must be filed with the City Clerk not more than five calendar days following the bid opening, or 2 calendar days following notice that staff is recommending the rejection of a bid. If any such timely written protest is filed, all bidders shall be provided a copy of the protest within 2 calendar days of its receipt, which may be delivered to the bidders as an email attachment. All such bidders may file with the City Manager a written objection or other response to the protest.
All objections or responses filed not more than 5 days after receipt of the written protest will be presented to the City Council at its next regular meeting occurring not less than 12 calendar days following the bid opening. The City Council will resolve the bid protest at that meeting based on the written protest, any staff recommendation and all timely written objections and responses. In accordance with the Brown Act, any person may address the City Council on this item during the meeting. The City Council action on the protest shall represent a final decision by the City on the protest.
Examination of Site, Drawings, Etc.
Each bidder shall visit the site of the proposed work and fully acquaint himself with local conditions, construction and labor required so that he or she may fully understand the facilities, difficulties and restrictions attending the execution of the work under the Contract. Bidders shall thoroughly examine and be familiar with the Plans and Special Provisions. The failure of any bidder to receive or examine any form, instrument, addendum, or other document, or to visit the site and acquaint himself with conditions there existing, shall in no way relieve the bidder from any obligation with respect to his or her proposal or to the contract. The drawings for the work show conditions as they are supposed or believed by the Engineer to exist; but, it is neither intended nor shall it be inferred that the conditions as shown thereon constitute a representation by the Engineer, the City or its officers that such conditions are actually existent, nor shall the City, the Engineer or any of their officers or representatives be liable for any loss sustained by the Contractor as a result of a variance between the conditions shown on the drawings and the conditions actually revealed during the progress of the work or otherwise.
RECYCLED WATER PROJECT – PHASE 4 2 Spec. No. 23-01
The bidder's attention is directed to the possible existence of obstructions and public improvements within the limits of the work or adjacent thereto, which may or may not be shown on the Drawings. Any bid shall take into consideration that conditions may exist underground or otherwise that are not known to the City or easily detected during a site inspection that could impact the time or cost of completing the project. The City expects the bids to anticipate such conditions so that it can know for budgeting and other purposes the total cost to complete the project before accepting a bid and undertaking the legal obligation to construct the project. In awarding the contract the City relies on the contractor’s representation that its bid anticipates differing site conditions and the additional time or cost that such conditions may necessitate.
The bidder shall investigate to his or her satisfaction the conditions to be encountered, the character, quality and quantities of work to be performed and materials to be furnished and the requirements of the Plans, Special Provisions, Standard Specifications, Standard Plans, and Contract Documents. The submission of a proposal shall be considered conclusive evidence that the bidder has made such examination and has accepted the project workplace as a safe workplace to perform the work of the Contract.
Bidder Inquiries and Questions
Inquiries and questions must be submitted in writing via email to the following designated contact person:
Seth Strader, Administrative Analyst
Email: [email protected]
The City reserves the right to not respond to inquiries or questions submitted within 3 business days of the bid opening.
Location of the Work
All of the work to be performed is within the City of Ukiah. Project is primarily located at the following locations and as indicated on the Drawings:
• City of Ukiah Water Treatment Plant: 935 River Street, Ukiah, CA 95482 • City of Ukiah Wastewater Treatment Plant: 300 Plant Road, Ukiah, CA 95482 • Various locations within the City of Ukiah for the recycled water distribution system pipelines.
Pre-Bid Conference
A mandatory pre-bid conference will be held at the time and location indicated in the Advertisement or invitation to bid where representatives of Owner and Engineer will be present to discuss the Project.
A. Proposals will not be accepted from Bidders who do not attend the conference.
B. It is each Bidder’s responsibility to sign in at the pre-bid conference to verify its participation.
1. Bidders must sign in using the name of the organization that will be submitting a Bid.
C. An Addendum will be issued with a list of qualified Bidders that attended the pre-bid conference and who are eligible to submit a Bid for this Project.
D. Information presented at the pre-bid conference does not alter the Contract Documents.
1. Owner will issue Addenda to make any changes to the Contract Documents that result from discussions at the pre-Bid conference.
1. Information presented, and statements made at the pre-bid conference will not be binding or legally effective unless incorporated in an Addendum.
RECYCLED WATER PROJECT – PHASE 4 3 Spec. No. 23-01
GENERAL CONDITIONS
SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS 1-01. Definitions. Whenever any word or expression defined in this section, or pronoun used in its stead, occurs in these contract documents, it shall have and is mutually understood to have the meaning given:
a. "City of Ukiah" or "City" shall mean the City of Ukiah, Mendocino County, California, acting through its City Council or any other board, body, official or officials to which or to whom the power belonging to the Council shall by virtue of any act or acts, hereafter pass or be held to appertain.
b. "Engineer" shall mean the Engineer duly and officially appointed by the City to supervise and direct the work of construction under this contract, acting personally or through agents or assistants duly authorized by him, such agents or assistants acting within the scope of the particular duties entrusted to them.
c. "Inspector" shall mean the engineering or technical inspector or inspectors duly authorized or appointed by the Engineer, limited to the particular duties entrusted to him or her or them. d. "Contractor" shall mean the party entering into contract with the City of Ukiah for the performance of work covered by this contract and his or her authorized agents or legal representatives.
e. "Date of signing of contract" or words equivalent thereto, shall mean the date upon which this contract, with the signature of the Contractor affixed, together with the prescribed bonds, shall be or shall have been delivered to the City or its duly authorized representatives. f. "Day" or "days", unless herein otherwise expressly defined, shall mean a calendar day or days of twenty-four hours each.
g. "The work" shall mean and include all the work specified, indicated, shown or contemplated in the contract to construct the improvement, including all alterations, amendments or extensions thereto made by contract change order or other written orders of the Engineer. h. "Contract drawings", "drawings", "plans" shall mean and include 1) all drawings or plans which may have been prepared by or on behalf of the City, as a basis for proposals, when duly signed and made a part of this contract by incorporation or reference, 2) all drawings submitted in pursuance of the terms of this contract by the successful bidder with his or her proposal and by the Contractor to the City if and when approved by the Engineer and 3) all drawings submitted by the Engineer to the Contractor during the progress of the work as provided for herein. i. Where "as shown", "as indicated", "as detailed" or words of similar import are used, it shall be understood that reference to the drawings accompanying these Special Provisions is made unless stated otherwise.
Where "as directed", "as permitted", "approved" or words of similar import are used, it shall be understood that the direction, requirements, permission, approval or acceptance of the Engineer is intended unless stated otherwise.
As used herein, "provide" or "install" shall be understood to mean "provide or install complete in place", that is, "furnish and install". "Shall" is mandatory; "may" is permissive. 1-02. Examination of Plans, Special Provisions and Site of Work. The bidder shall examine carefully the Proposal, Plans, Special Provisions, Contract forms and the site of the work contemplated therefor. It will be assumed that the bidder has investigated to his or her satisfaction the conditions to be encountered and the character, quality and requirements of all Plans, Special Provisions, Standard Specifications, and Standard Plans involved.
RECYCLED WATER PROJECT – PHASE 4 4 Spec. No. 23-01
1-03. Proposal. Bids shall be made on the blank forms prepared by the City. All bids shall give the prices bid, both in writing and in figures and shall be signed by the bidder or his or her authorized representative, with his or her address. If the bid is made by an individual or partner, his or her name and the post office address of his or her business or partnership, along with his or her signature or the signature of one or more partners must be shown; if made by a corporation, the bid shall show the name of the state under the laws of which the corporation is chartered, the name of the corporation and the title of the person who signs on behalf of the corporation.
Each proposal shall be enclosed in a sealed envelope, endorsed as specified in the notice to bidders. Bidders are warned against making erasures or alterations of any kind and proposals which contain omissions, erasures, conditions, alterations, additions not called for, additional proposals or irregularities of any kind may be rejected. 1-04. Withdrawal of Bids. Any bid may be withdrawn at any time prior to the hour fixed in the notice to bidders for the openings of bids, provided that a request in writing, executed by the bidder or his or her duly authorized representative, for the withdrawal of such bid is filed with the City. The withdrawal of a bid will not prejudice the right of a bidder to file a new bid.
1-05. Public Opening of Bids. Bids will be opened and read publicly at the time and place indicated in the notice to bidders. Bidders or their agents are invited to be present. 1-06. Bid Guaranty. Each bid must be accompanied by a certified check, cashier's check or bidder's bond executed by an admitted surety insurer, payable to the order of the City of Ukiah in an amount not less than 10 percent of the bid as a guarantee that the bidder will enter into a contract, if awarded the work. 1-07. Qualification of Bidders. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
Each bidder shall be licensed under the provisions of Chapter 9, Division 3 of the Business and Professions Code and shall be skilled and regularly engaged in the general class or type of work called for under this contract.
A statement setting forth this experience and business standing shall be submitted by each bidder on the form provided herewith. It is the intention of the City to award a contract only to a bidder who furnishes satisfactory evidence that he or she has the requisite experience and ability and that he or she has sufficient capital, facilities and equipment to enable him or her to prosecute the work successfully and promptly within the time and in the manner agreed.
In determining the degree of responsibility to be credited to a bidder, the City may weigh evidence that the bidder or his or her personnel charged with the responsibility in the work, has performed satisfactorily other contracts of like nature and magnitude or comparable difficulty at similar rates of progress. 1-08. Disqualification of Bidders. More than one bid from an individual business, partnership, corporation or association, under the same or different names, will not be considered. Reasonable grounds for believing that any bidder is financially interested in more than one bid for the work will cause the rejection of all bids in which he or she is so interested. If there is reason to believe that collusion exists among the bidders, none of the participants in such collusion will be considered. Bids in which the prices obviously are unbalanced may be rejected.
1-09. Identification of Subcontractors. All bids shall comply with the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100 and following) and shall set forth:
(a) The name and the location of the place of business of each subcontractor who will perform work or labor, or render service to the prime contractor in or about the construction of the work, or to a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work according to detailed drawings contained in the
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plans and Special Provisions, in an amount in excess of one-half of 1 percent of the prime contractor's total bid.
(b) The portion of the work which will be done by each such subcontractor. The prime contractor shall list only one subcontractor for each such portion defined by the prime contractor in his or her bid. 1-10. General Provisions of the Standard Specifications. All provisions of the General Provisions, Sections 1 through 11, of the Standard Specifications, shall be applicable to the contract except as modified by these Special Provisions. The Standard Specifications are set forth in Section 12-06 of these Special Provisions. 1-11. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid must check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda.
SECTION 2. AWARD AND EXECUTION OF CONTRACT
2-01. Award of Contract. Award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the specified requirements. The award, if made, will be made within thirty (30) days after opening of the bids. The City reserves the right to reject any and all bids and to waive any irregularity in the proposal not pertaining to cost.
2-02. Return of Proposal Guaranties. All bid guaranties will be held until the contract has been fully executed, after which they will be returned upon request to the respective bidders whose bids they accompany. 2-03. Execution of Contract. The contract agreement shall be executed in duplicate by the successful bidder and returned, together with the contract bonds, insurance certificates and endorsements, within fifteen (15) days after written notice of the award of the contract. After execution by the City; one copy shall be filed with the City and one copy shall be returned to the Contractor. If the bidder fails or refuses to enter into the contract agreement within the required time, then the bid guaranty accompanying the bid shall be forfeited to the City.
SECTION 3. SCOPE AND INTENT OF CONTRACT
3-01. Effect of Inspection and Payments. Neither the inspection by the Engineer or an inspector, nor any order, measurement or approved modification, nor certificate or payment of money, nor acceptance of any part or whole of the work, nor any extension of time, nor any possession by the City or its agents, shall operate as a waiver of any provision of this contract or of any power reserved therein to the City, or of any right to damages thereunder; nor shall any breach of this contract be held to be a waiver of any subsequent breach. All remedies shall be construed as cumulative.
3-02. Effect of Extension of Time. The granting of any extension of time on account of delays which, in the judgement of the City, are avoidable delays shall in no way operate as a waiver on the part of the City of its rights under this contract.
3-03. Extra Work. If extra work orders are given in accordance with provisions of this contract, such work shall be considered a part hereof and shall be subject to each and all of its terms and requirements. 3-04. Assignment of Contract. The contract may be assigned or sublet in whole or in part only upon the written consent of the City acting through its authorized agents. Consent will not be given to any proposed assignment which would relieve the original contractor or its surety of their responsibilities under the contract nor will the Engineer consent to any assignment of a part of the work under the contract. 3-05. Subcontractors. The Contractor shall be as fully responsible for the acts and omissions of his or her subcontractors and of persons either directly or indirectly employed by them, as he or she is for the acts and omissions of persons directly employed by him.
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The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the terms of this Contract which are applicable to the work of subcontractors.
Nothing contained in this contract shall be construed to create or shall be relied upon to create any contractual relationship between any subcontractor and the City and no action may be brought by any subcontractor against the City based on this contract.
3-06. Interpretation of Special Provisions and Drawings. The Special Provisions and the Contract Drawings are intended to be explanatory of each other. Any work indicated in the Contract Drawings and not in the Special Provisions, or vice versa, is to be executed as if indicated in both. In case of a discrepancy or conflict between the Technical Specifications and Contract Plans, the Technical Specifications shall govern. All work shown on the Contract Drawings, the dimensions of which are not figured, shall be accurately followed to the scale to which the drawings are made, but figured dimensions are in all cases to be followed, where given, though they differ from scaled measurements. Large scale drawings shall be followed in preference to small scale drawings.
Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in these contract documents, including the contract drawings, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform thereto as part of this contract, so far as may be consistent with the terms of this contract. In the event of any doubt or questions arising respecting the true meaning of the Special Provisions, reference shall be made to the Engineer and his or her decision thereon shall be final. If the Contractor believes that a clarification or interpretation justifies an increase in the contract price or contract time, the Contractor must comply with the written notice provisions of Sections 9-05 and 10-07 of these Special Provisions. Contractor’s attention is directed to Section 12-06 of the Technical Specifications regarding the Standard Specifications and Standard Plans. 3-07. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid must check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda. 3-08.
of City Officials. No city official, nor the Engineer, nor any authorized assistant of any of them, shall be personally responsible for any liability arising under this contract. 3-09. Dispute Resolution. Claims of $375,000 or less by the Contractor that arise under this Contract are subject to the mandatory dispute resolutions provisions in Public Contract Code Sections 20104-20104.6.
SECTION 4. BONDS
4-01. Faithful Performance Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit, or certificates of deposit, acceptable to the City, conditioned upon the faithful performance of all covenants and stipulations under this contract. The amount of the bond shall be 100 percent of the total contract price, as this sum is set forth in the agreement.
4-02. Material and Labor Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit or certificates of deposit acceptable to the City in a sum not less than 50 percent of the total contract price, as this sum is set forth in the agreement for the payment in full of all persons, companies or corporations who perform labor upon or furnish materials to be used in the work under this contract, in accordance with the provisions of Sections 3247 through 3252 inclusive of the Civil Code of the State of California and any acts amendatory thereof. 4-03. Defective Material and Workmanship Bond. As a condition precedent to the completion of this contract, the Contractor shall furnish a bond of a surety company acceptable to the City in an amount not less than 5 percent (5%) of the final contract price, to hold good for a period of one (1) year after the completion and acceptance of the work, to protect the City against the results of defective materials, workmanship and
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equipment during that time. This bond shall be delivered to the City before the final payment under this contract will be made.
4-04. Notification of Surety Companies. The surety companies shall familiarize themselves with all of the conditions and provisions of this contract and they waive the right of special notification of any change or modification of this contract or of extension of time, or decreased or increased work, or of the cancellation of the contract, or of any other act or acts by the City or its authorized agents, under the terms of this contract; and failure to so notify the aforesaid surety companies of changes shall in no way relieve the surety companies of their obligation under this contract.
SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS (WITH CONSTRUCTION RISKS) Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. 5-01. Minimum Scope of Insurance
Coverage shall be at least as broad as:
1. Insurance Services Office Commercial Liability Coverage (occurrence form CG 0001).
2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto).
3. Worker's Compensation insurance as required by the State of California and Employer's Liability Insurance.
4. Course of Construction insurance covering for “all risks” of loss. 5-02. Minimum Limits of Insurance
Contractor shall maintain limits no less than:
1. General Liability: $2,000,000 per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: $2,000,000 per accident for bodily injury and property damage.
3. Employer's Liability: $1,000,000 per accident for bodily injury and property damage.
4. Course of Construction: Completed value of the project with no co-insurance penalty provisions.
5. Contractor’s Pollution Liability Insurance: Contractor shall purchase and maintain a policy covering third-party injury and property damage claims, including clean-up costs, as a result of pollution conditions arising from Contractor’s operations and completed operations. This insurance shall be maintained for no less than three years after final completion.
Contractor’s Pollution Liability:
Each Occurrence $2,000,000
6. Contractor’s Professional Liability Insurance: If Contractor will provide or furnish professional services under this Contract, through a delegation of professional design services or otherwise, then Contractor shall be responsible for purchasing and maintaining applicable professional liability insurance. This insurance shall provide protection against claims arising out of performance of professional design or related services, and caused by a negligent error, omission, or act for which the insured party is legally liable. It shall be maintained throughout the duration of the Contract and for a minimum of two years
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after Substantial Completion. If such professional design services are performed by a Subcontractor, and not by Contractor itself, then the requirements of this paragraph may be satisfied through the purchasing and maintenance of such insurance by such Subcontractor.
Contractor’s Professional Liability:
Each Claim $2,000,000
5-03. Deductibles and Self-insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses. 5-04. Other Insurance Provisions
The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees and volunteers, and Design Engineer are to be covered as Additional Insured with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor's insurance, or as a separate owner's policy.
2. The workers’ compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City.
3. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees or volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be excess of the Contractor's insurance and shall not contribute with it.
4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City.
5. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under Subdivision (b) of Section 2782 of Civil Code.
6. Course of Construction policies shall contain the following provisions:
a.) The City shall be named as loss payee.
7. Each policy shall contain a cross liability or severability of interest clause or endorsement. 5-05. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best's rating of no less than the following:
A++ VII A- VIII
A+ VII B++ X
A VII B+ X
5-06. Verification of Coverage. Contractor shall furnish the City with original certificates and amendatory endorsements effecting coverage required by this clause. The endorsements shall be on forms provided by the
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City or on other than the City's forms, provided those endorsements or policies conform to the requirements. All certificates and endorsements are to be received within 15 days from written notice of contract award, and the work shall not commence until the certificates and endorsements have been approved by the City. The City reserves the right to require complete certified copies of all required insurance policies, including endorsements affecting the coverage required by these Special Provisions at any time. 5-07. Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.
SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR
6-01. Legal Address of Contractor. Both the address given in the proposal and the Contractor's office in the vicinity of the work are hereby designated as places to either of which drawings, samples, notices, letters or other articles or communications to the Contractor may be mailed or delivered. The delivery at either of these places of any such thing from the City or its agents to the Contractor shall be deemed sufficient service thereof upon the Contractor and the date of such service shall be the date of such delivery. The address named in the proposal may be changed at any time by notice in writing from the Contractor to the City. Nothing herein contained shall be deemed to preclude or render inoperative the service of any drawing, sample, notice, letter or other article or communication to or upon the Contractor personally. 6-02. Office of Contractor at Site. During the performance of this contract, the Contractor shall maintain a suitable office at the site of the work which shall be the headquarters of a representative authorized to receive drawings and any such thing given to the said representatives or delivered at the Contractor's office at the site of work in his or her absence shall be deemed to have been given to the Contractor. 6-03. Attention to Work. The Contractor shall give his or her personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully and when he or she is not personally present on the work, he or she shall at all reasonable times be represented by a competent superintendent or foreman who shall receive and obey all instructions or orders given under this contract and who shall have full authority to execute the same and to supply materials, tools and labor without delay and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or her or to his or her authorized representative.
6-04. Liability of Contractor. The Contractor shall do all of the work and furnish all labor, materials, tools and appliances, except as otherwise herein expressly stipulated, necessary or proper for performing and completing the work herein required in the manner and within the time herein specified. The mention of any specific duty or liability imposed upon the Contractor shall not be construed as a limitation or restriction of any general liability or duty imposed upon the Contractor by this contract, said reference to any specific duty or liability being made herein merely for the purpose of explanation.
The right of general supervision by the City shall not make the Contractor an agent of the City and the liability of the Contractor for all damages to persons or to public or private property, arising from the Contractor's execution of the work, shall not be lessened because of such general supervision.
Until the completion and final acceptance by the City of all the work under and implied by this contract, the work shall be under the Contractor's responsible care and charge. The Contractor shall rebuild, repair, restore and make good all injuries, damages, re-erections and repairs, occasioned or rendered necessary by causes of any nature whatsoever, excepting only acts of God and none other, to all or any portions of the work, except as otherwise stipulated.
To the fullest extent permitted by law, Contractor shall indemnify and hold harmless the City and its officers, directors, agents and employees from and against all claims, damages, losses and expenses including but not limited to attorneys' fees, costs of suit, expert witness fees and expenses and fees and costs of any necessary private investigators arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, other than the work itself, including the loss of use resulting therefrom and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, or anyone directly or
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indirectly employed by any of them, or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder, or by the negligence or omission of a party indemnified herein.
In any and all claims against the City or any of its agents or employees by any employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' or workmen's compensation acts, disability benefit acts, or other employee benefit acts. The obligation to indemnify shall extend to and include acts of the indemnified party which may be negligent or omissions which may cause negligence.
The City shall have the right to estimate the amount of such damage and to cause the City to pay the same and the amount so paid for such damage shall be deducted from the money due the Contractor under this contract; or the whole or so much of the money due or to become due the Contractor under this contract as may be considered necessary by the City, shall be retained by the City until such suits or claims for damages shall have been settled or otherwise disposed of and satisfactory evidence to that effect furnished to the City. 6-05. Protection of Persons and Property. The Contractor shall furnish such watchman, guards, fences, warning signs, walks and lights as shall be necessary and shall take all other necessary precautions to prevent damage or injury to persons or property.
All property line fences and improvements in the vicinity of the work shall be protected by the Contractor and, if they are injured or destroyed, they and any other property injured by the Contractor, his or her employees or agents, shall be restored to a condition as good as when he or she entered upon the work. 6-06. Protection of City Against Patent Claims. All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner connected with the work under this contract shall be included in the price bid for the work and the Contractor and his or her sureties shall protect and hold the City, together with all of its officers, agents, servants and employees, harmless against any and all demands made for such fees or claims brought or made on account of this contract. The Contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or classes.
Should the Contractor, his or her agents, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material or appliance supplied or required to be supplied or used under this contract, the Contractor shall promptly substitute other articles, materials or appliance, in lieu thereof, of equal efficiency, quality, finish, suitability and market value and satisfactory in all respects to the Engineer. Or, in the event that the Engineer elects, in lieu of such substitution, to have supplied and to retain and use, any such invention, article, material or appliance, as may by this contract be required to be supplied, in that event the Contractor shall pay such royalties and secure such valid licenses as may be requisite and necessary for the City, its officers, agents, servants and employees, or any of them, to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof.
Should the Contractor neglect or refuse to make the substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then in that event the Engineer shall have the right to make such substitution, or the City may pay such royalties and secure such licenses and charge the cost thereof against any money due to the Contractor from the City or recover the amount thereof from him or her and his or her sureties notwithstanding final payment under this contract may have been made. 6-07. Protection of Contractor's Work Property. The Contractor shall protect his or her work, supplies and materials from damage due to the nature of the work, the action of the elements, trespassers, or any cause whatsoever under his or her control, until the completion and acceptance of the work. Neither the City nor any of its agents assumes any responsibility for collecting indemnity from any person or persons causing damage to the work of the Contractor.
6-08. Regulations and Permits. The Contractor shall secure and pay for all permits, give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the Plans and Special Provisions are at variance therewith, he or she shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. The contractor and any subcontractors shall each secure and maintain a valid
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City of Ukiah Business License. The City of Ukiah will issue a no fee encroachment permit to the Contractor allowing him or her to perform work within City right of way or within City property after the Contract Documents have been executed and insurance certificates and endorsements have been approved by the City. 6-09. Construction Utilities. The Contractor shall be responsible for providing for and in behalf of his or her work under this contract, all necessary utilities, such as special connection to water supply, telephones, power lines, fences, roads, watchmen, suitable storage places, etc. 6-10. Approval of Contractor's Plans. The approval by the Engineer of any drawing or any method of work proposed by the Contractor in accordance with paragraph 8-06 shall not relieve the Contractor of any of his or her responsibility for his or her errors therein and shall not be regarded as any assumption of risk or liability by the City or any officer or employee thereof and the Contractor shall have no claim under this contract on account of the failure or partial failure or inefficiency of any plan or method so approved. Such approval shall be considered to mean merely that the Engineer has no objection to the Contractor's using, upon his or her own full responsibility the plan or method approved.
6-11. Suggestions to the Contractor. Any plan or method of work suggested by the Engineer to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City shall assume no responsibility thereof.
6-12. Termination of Unsatisfactory Subcontracts. Should any subcontractor fail to perform in a satisfactory manner the work undertaken by him, such subcontract shall be terminated immediately by the Contractor upon notice from the Engineer.
6-13. Preservation of Stakes and Marks. The Contractor shall preserve carefully bench marks, reference points and stakes and in case of destruction he or she shall replace his or her stakes, reference points and bench marks and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. Contractor’s attention is directed to Section 7-03 of these Special Provisions. 6-14. Assistance to Engineer. At the request of the Engineer the Contractor shall provide men from his or her force and tools, stakes and other materials to assist the Engineer temporarily in making measurements and surveys and in establishing temporary or permanent reference marks. Payment for such materials and assistance will be made as provided for under the caption "Extra Work," provided, however, that the cost of setting stakes and marks carelessly lost or destroyed by the Contractor's employees will be assessed to the Contractor.
6-15. Removal of Condemned Materials and Structures. The Contractor shall remove from the site of the work, without delay, all rejected and condemned materials or structures of any kind brought to or incorporated in the work and upon his or her failure to do so, or to make satisfactory progress in so doing, within forty-eight (48) hours after the service of a written notice from the Engineer, the condemned material or work may be removed by the City and the cost of such removal shall be taken out of the money that may be due or may become due the Contractor on account of or by virtue of this contract. No such rejected or condemned material shall again be offered for use by the Contractor under this Contract. 6-16. Proof of Compliance with Contract. In order that the Engineer may determine whether the Contractor has complied with the requirements of this contract, not readily enforceable through inspection and tests of the work and materials, the Contractor shall, at any time when requested, submit to the Engineer properly authenticated documents or other satisfactory proofs as to his or her compliance with such requirements. 6-17. Errors and Omissions. If the Contractor, in the course of the work, finds any errors or omissions in plans or in the layout as given by survey points and instruction, or if he or she finds any discrepancy between the plans and the physical conditions of the locality, he or she shall immediately inform the Engineer, in writing and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk.
6-18. Cooperation. The Contractor shall cooperate with all other contractors who may be performing work in behalf of the City and workmen who may be employed by the City on any work in the vicinity of the work to be done under this contract with the work of such contractors or workmen. he or she shall make good promptly, at
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his or her own expense, any injury or damage that may be sustained by other contractors or employees of the City at his or her hands.
Any difference or conflict which may arise between the Contractor and other contractors, or between the contractor and workmen of the City in regard to their work shall be adjusted and determined by the Engineer. If the work of the Contractor is delayed because of any acts or omissions of any other contractor or of the City, the Contractor shall on that account have no claim against the City other than for an extension of time. 6-19. Right of Contractor to Stop Work. Under the following conditions the Contractor shall have the right, if he or she so desires, to stop the work and terminate the contract upon ten (10) days written notice to the Engineer and recover from the City payment for all work actually performed and for all satisfactory materials actually delivered to the site of the work for permanent incorporation therein, all as may be shown by the estimate of the Engineer.
(1) If the work is stopped under an order of any court or other competent public authority for a period of time of three (3) months through no act or fault of the Contractor or of anyone employed by him.
(2) If the Engineer fails to issue the monthly certificate for payment in accordance with the terms of this contract.
(3) If the City fails to pay the Contractor within sixty (60) days after it shall have become due, as provided by the terms of this contract, any sum certified by the Engineer or awarded by the City.
All provided that if such action to terminate the contract be not instituted by the Contractor within ten (10) days after the alleged existence of such condition and if written notice of such action be not at that time delivered to the City and the Engineer, then such right shall lapse until another occasion arises according to this section. 6-20. Hiring and Dismissal of Employees. The Contractor shall employ only such foremen, mechanics and laborers as are competent and skilled in their respective lines of work and whenever the Engineer shall notify the Contractor that any person on the work is, in his or her opinion, incompetent, unfaithful, intemperate or disorderly, or refuses to carry out the provisions of this contract, or uses threatening or abusive language to any person on the work representing the City, or is otherwise unsatisfactory, such person shall be discharged im mediately from the work and shall not be re-employed upon it except with the consent of the Engineer. 6-21. Wage Rates.
1. Contractor shall pay all mechanics and laborers employed or working upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the time of payment at wage rates not less than those contained in the applicable prevailing wage determination, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics.
2. Contractor shall comply with the California Labor Code Section 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the Owner, $50.00 (or the higher minimum penalty as provided in Section 1775(B)(ii) – (iii)) for each calendar day or portion thereof, for each workman paid less than the stipulated prevailing rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor.
3. Pursuant to the provision of Section 1770 of the Labor Code of the State of California, Owner has ascertained the general prevailing rate of wages (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned. Copies of the
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General Prevailing Wage Determination are available on the Internet at web address:
http://www.dir.ca.gov/DLSR/PWD The Contractor shall post the wage determination at the site of work in a prominent place where it can easily be seen by the workers.
4. City will not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained by the Contractor. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City.
5. The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE.
Commencing with contracts awarded or after April 1, 2015, all contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE.
6. Travel and Subsistence Payments.
Contractor shall make travel and subsistence payments to each workman needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code (Chapter 880, Statutes of 1968).
7. Apprentices.
Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices.
Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
6-22. Cleaning Up. The Contractor shall not allow the site of the work to become littered with trash and waste material, but shall maintain the same in a neat and orderly condition throughout the construction period. The Engineer shall have the right to determine what is or is not waste material or rubbish and the place and manner of disposal.
On or before the completion of the work, the Contractor shall without charge therefore carefully clean out all pits, pipes, chambers or conduits and shall tear down and remove all temporary structures built by him or her and shall remove rubbish of all kind from any of the grounds which he or she has occupied and leave them in first class condition.
6-23. Guaranty. All work shall be guarantied for a period of one year from the date of acceptance by the City.
The Contractor shall promptly make all needed repairs arising out of defective materials, workmanship and equipment.
Guarantee and Correction Period refer to the period of time following substantial completion. Acceptance by the City means formal notification of substantial completion as distinguished from acceptance for purposes of final payment.
The City is hereby authorized to make such repairs if within ten days after the mailing of a notice in writing to the Contractor or his or her agent, the Contractor shall neglect to make or undertake with due diligence the aforesaid repairs, provided, however, that in case of an emergency where, in the opinion of the City delay would cause serious loss or damage, repairs may be made without notice being sent to the Contractor and the Contractor shall pay the costs thereof.
Pursuant to the provisions of Section 4-03 of these Special Provisions, the Contractor shall furnish a Defective Material and Workmanship Bond in an amount not less than 5 percent of the final contract price, which shall be effective for a period of one (1) year after the completion and acceptance of the work.
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6-24. Contractor’s General Warranty and Guarantee. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer is entitled to rely on Contractor’s warranty and guarantee. Owner’s rights under this warranty and guarantee are in addition to, and are not limited by, the one (1)-year guaranty period.
SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY
7-01. Authority of the Engineer. All work done under this contract shall be done in a workmanlike manner and shall be performed to the reasonable satisfaction of the Engineer, who shall have general supervision of all work included hereunder. To prevent disputes and litigation, the Engineer (1) shall in all cases determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract, (2) shall decide all questions relative to the true construction, meaning and intent of the Special Provisions and Drawings, (3) shall decide all questions which may arise relative to the classifications and measurements of quantities and materials and the fulfillment of this contract and (4) shall have the power to reject or condemn all work or material which does not conform to the terms of this contract. his or her estimate and decision in all matters shall be a condition precedent to an appeal for arbitration, or the right of the Contractor to receive, demand, or claim any money or other compensation under this agreement and a condition precedent to any liability on the part of the City to the Contractor on account of this contract. Whenever the Engineer shall be unable to act, in consequence of absence or other cause, then such engineer as the Engineer or the City shall designate, shall perform any and all of the duties and be vested with any or all of the powers herein given to the Engineer.
7-02. Inspection. The City will provide engineering personnel for the inspection of the work.
The Engineer and his or her representatives shall at all times have access to the work whenever it is in preparation or progress and the Contractor shall provide proper facilities for such access and inspection.
If the Special Provisions, the Engineer's instruction, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection and, if the inspection is by an authority other than the Engineer, of the date fixed for such inspection.
Inspections by the Engineer shall be promptly made at the source of supply where practicable. If any work shall be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination and properly restored at the Contractor's expense.
Re-examination of any work may be ordered by the Engineer and, if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the contract documents, the City shall pay the cost of re-examination and replacement. If such work is not in accordance with the contract documents, the Contractor shall pay such cost.
Properly authorized and accredited inspectors shall be considered to be the representatives of the City limited to the duties and powers entrusted to them. It will be their duty to inspect materials and workmanship of those portions of the work to which they are assigned, either individually or collectively, under instructions of the Engineer and to report any and all deviations from the Drawings, Special Provisions and other contract provisions which may come to their notice. Any inspector may be considered to have the right to order the work entrusted to his or her supervision stopped, if in his or her opinion such action becomes necessary, until the Engineer is notified and has determined and ordered that the work may proceed in due fulfillment of all contract requirements.
7-03. Surveys. Contractor shall furnish all land surveys, establish all base lines and bench marks and make sufficient detailed surveys needed for working points, lines and elevations. The Contractor shall develop all slope stakes and batter boards. Contractor shall also develop all additional working points, lines and elevations as he or she may desire to facilitate his or her methods and sequence of construction. 7-04. Rights-of-Way. The City will provide all necessary rights-of-way and easements in or beneath which work will be performed by the Contractor under this contract.
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7-05. Retention of Imperfect Work. If any portion of the work done or material furnished under this contract shall prove defective and not in accordance with the Plans and Special Provisions, and if the imperfection in the same shall not be of sufficient magnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right and authority to retain such work instead of requiring the imperfect work to be removed and reconstructed, but he or she shall make such deductions therefor in the payments due or to become due the Contractor as may be just and reasonable. 7-06. Changes in the Work. The Engineer shall have the right, in writing, to order additions to, omissions from, or corrections, alterations and modifications in the line, grade, form, dimensions, plan, or kind or amount of work or materials herein contemplated, or any part thereof, either before or after the beginning of construction.
However, the arithmetical sum of the cost to the City of additions and subtractions from the work under this contract shall not exceed 10 percent of original contract amount or $5,000, whichever is the greater, unless based upon a supplementary agreement to be made therefore.
The order of such additions, omissions, corrections, alterations and modifications shall be in writing and signed by the Engineer and, in order, shall then be binding upon the Contractor. The Contractor shall proceed with the work as changed and the value of such change shall be determined as provided for in section 10-07 of these Special Provisions.
Such alterations shall in no way affect, vitiate, or make void this contract or any part thereof, except that which is necessarily affected by such alterations and is clearly the evident intention of the parties to this contract. 7-07. Additional Drawings by City. The drawings made a part of this contract at the time of its execution are intended to be fairly comprehensive and to indicate in more or less detail the scope of the work. In addition to these drawings, however, the Engineer shall furnish such additional drawings from time to time during the progress of the work as are necessary to make clear or to define in greater detail the intent of the Special Provisions and the contract drawings and the Contractor shall make his or her work conform to all such drawings. 7-08. Additional and Emergency Protection. Whenever, in the opinion of the Engineer, the Contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by the processes of construction on account of such neglect and whenever, in the opinion of the Engineer, an emergency shall arise and immediate action shall be considered necessary in order to protect public or private, personal or property interest, then and in that event, the Engineer, with or without notice to the Contractor may provide suitable protection to the said interests by causing such work to be done and such material to be furnished as shall provide such protection as the Engineer may consider necessary and adequate.
The cost and expense of such work and material so furnished shall be borne by the Contractor and, if the same shall not be paid on presentation of the bills therefor, then such costs shall be deducted from any amounts due or to become due the Contractor.
The performance of such emergency work under the direction of the Engineer shall in no way relieve the Contractor from any damages which may occur during or after such precaution has been taken by the Engineer. 7-09. Suspension of Work. The City may at any time suspend the work or any part thereof by giving five (5) days written notice to the Contractor. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the City to the Contractor so to do. The City shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as a result of such suspension.
If the work, or any part thereof, shall be stopped by the notice in writing aforesaid and if the City does not give notice in writing to the Contractor to resume work at a date within ten (10) days of the date fixed in the written notice to suspend, then the Contractor may abandon that portion of the work so suspended and he or she will be entitled to the estimates and payments for all work done on the portions so abandoned, if any, plus 5 percent of the value of the work so abandoned, to compensate for loss of overhead, plant expense and anticipated profit. 7-10. Right of City to Terminate Contract. If the Contractor should be adjudged a bankrupt, or if he or she should make a general assignment for the benefit of his or her creditors, or if a receiver should be appointed on account of his or her insolvency, or if he or she should persistently or repeatedly refuse or should fail, except in
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cases for which extension of time is provided, to supply sufficient properly skilled workmen or proper materials, or if he or she should fail to make prompt payments to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances and finish the work by whatever method the City may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default, shall be certified by the Engineer. In the event that a termination under this section is determined to be improper, such termination shall be deemed a constructive termination for convenience taken pursuant to section 7-12 below. 7-11. Use of Completed Portions. The City shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions which may not have expired; but such taking possession and using shall not be deemed an acceptance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation, or extension of time or both, as the Engineer may determine.
7-12. Right of City to Terminate Contract for Convenience. The City may terminate performance of the work called for by the contract documents in whole or, from time to time, in part, if the City determines that a termination is in the City’s best interest. The Contractor shall terminate all or any part of the work upon delivery to the Contractor of a notice of termination specifying that the termination is for the convenience of the City, the extent of termination, and the effective date of such termination. After receipt of notice of termination, and except as directed by the Engineer, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this termination for convenience clause, immediately proceed with the following obligations:
1. Stop work as specified in the notice.
2. Complete any work specified in the notice of termination in a least cost/shortest time manner while still maintaining the quality called for under the contract documents.
3. Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the contract documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.
4. Terminate all subcontracts to the extent that they relate to the portions of the work terminated.
5. Place no further subcontracts or orders, except as necessary to complete the continued portion of the contract.
6. Submit to the Engineer, within ten (10) calendar days from the effective date of the notice of termination, all of the usual documentation called for by the contract documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the effective date of the notice of termination.
Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the contractor is authorized under the contract documents to incur, shall: (1) be submitted to and received by the Engineer no later than 30 calendar days after the effective date of the notice of termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as “Termination Costs occasioned by the City's Termination for Convenience.”
Termination of the contract shall not relieve Surety of its obligation for any just claims arising out of or relating to the work performed. In the event that the City exercises its right to terminate this contract pursuant to this clause, the City shall pay the Contractor, upon the Contractor's submission of the documentation required by this clause and other applicable provisions of the contract documents, the following amounts:
All actual reimbursable costs incurred according to the provisions of this contract.
1. A reasonable allowance for profit on the cost of the Work performed, provided Contractor establishes to the satisfaction of the Engineer that it is reasonably probable that Contractor would have made a profit had the contract been completed and provided further, that the profit allowed shall in no event exceed fifteen (15%) percent of the costs.
2. A reasonable allowance for Contractor's administrative costs in determining the amount payable due to termination of the contract under this Article.
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Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease work on the project until such safety or liability issues are addressed to the satisfaction of the City or the contract is terminated.
SECTION 8. WORKMANSHIP, MATERIALS and EQUIPMENT
8-01. General Quality. Materials and equipment shall be new and of a quality equal to that specified or approved. Work shall be done and completed in a thorough and workmanlike manner. 8-02. Quality in Absence of Detailed Specifications. Whenever under this contract it is provided that the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards for first-class materials or articles of the kind required, with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part. 8-03. Materials and Equipment Specified by Name. Whenever any material or equipment is indicated or specified by patent or proprietary name or by the name of the manufacturer, such specification shall be considered as used for the purpose of describing the material or equipment desired and shall be considered as followed by the words "or approved equal". The Contractor may offer any material or equipment which shall be equal in every respect to that specified, provided that written approval first is obtained from the Engineer. 8-04. Source of Materials. Price, fitness and quality being equal, preference shall be given by the Contractor for supplies grown, manufactured or produced in the State of California and, next, for such products partially produced in this State in accordance with Government Code Section 4332. 8-05. Storage of Materials. Materials shall be so stored to ensure the preservation of their quality and fitness for the work. They shall be so located and disposed that prompt and proper inspection thereof may be made. 8-06. Drawings, Samples and Tests. As soon as possible after execution of the contract, the Contractor shall submit to the Engineer, in quintuplicate, sufficient information including, if necessary, assembly and detail drawings to demonstrate fully that the equipment and materials to be furnished comply with the provisions and intent of these Special Provisions and Drawings. If the information thus submitted indicates the equipment or materials is acceptable, the Engineer will return one copy stamped with his or her approval; otherwise, one copy will be returned with an explanation of why the equipment or material is unsatisfactory. The Contractor shall have no claims for damages or for extension of time on account of any delay due to the revision of drawings or rejection of material. Fabrication or other work performed in advance of approval shall be done entirely at the Contractor's risk. After approval of equipment or material, the Contractor shall not deviate in any way from the design and specifications given without the written consent of the Engineer.
When requested by the Engineer, a sample or test specimens of the materials to be used or offered for use in connection with the work shall be prepared at the expense of the Contractor and furnished by him or her in such quantities and sizes as may be required for proper examination and tests, with all freight charges prepaid and with information as to their sources.
All samples shall be submitted before shipment and in ample time to permit the making of proper tests, analyses, or examination before the time at which it is desired to incorporate the material into the work. All tests of materials furnished by the Contractor shall be made by the Engineer. Samples shall be secured and tested whenever necessary to determine the quality of the material.
SECTION 9. PROSECUTION OF WORK
9-01. Equipment and Methods. The work under this contract shall be prosecuted with all materials, tools, machinery, apparatus and labor and by such methods as are necessary to the complete execution of everything described, shown, or reasonably implied. If at any time before the beginning or during the progress of the work,
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any part of the Contractor's plant or equipment, or any of his or her methods of execution of the work, appear to the Engineer to be unsafe, inefficient, or inadequate to insure the required quality or the rate of progress of the work, he or she may order the Contractor to increase or improve his or her facilities or methods and the Contractor shall comply promptly with such orders; but, neither compliance with such orders nor failure of the Engineer to issue such orders shall relieve the Contractor from his or her obligation to secure the degree of safety, the quality of the work and the rate of progress required of the Contractor. The Contractor alone shall be responsible for the safety, adequacy and efficiency of his or her plant, equipment and methods. 9-02. Time of Completion. The Contractor shall promptly begin the work under this contract and shall complete and make ready for full use all portions of the project made the subject of this contract within the time set forth in the agreement bound herewith.
9-03. Avoidable Delays. Avoidable delays in the prosecution or completion of the work shall include all delays which might have been avoided by the exercise of care, prudence, foresight and diligence on the part of the Contractor. The City will consider as avoidable delays within the meaning of this contract (1) delays in the prosecution of parts of the work, which may in themselves be unavoidable, but do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the time herein specified, (2) reasonable loss of time resulting from the necessity of submitting plans to the Engineer for approval and from the making of surveys, measurements, inspections, and testing and (3) such interruptions as may occur in the prosecution of the work on account of the reasonable interference of other contractors employed by the City which do not necessarily prevent the completion of the whole work within the time herein specified. 9-04. Unavoidable Delays. Unavoidable delays in the prosecution or completion of the work under this contract shall include all delays which may result, through cause beyond the control of the Contractor and which he or she could not have provided against by the exercise of care, prudence, foresight and diligence. Orders issued by the City changing the amount of work to be done, the quantity of material to be furnished or the manner in which the work is to be prosecuted and unforeseen delays in the completion of the work of other contractors under contract with the City will be considered unavoidable delays, so far as they necessarily interfere with the Contractor's completion of the whole of the work. Delays due to normally adverse weather conditions will not be regarded as unavoidable delays. However, truly abnormal amounts of rainfall, temperatures or other weather conditions for the location of the work and time of year may be considered as unavoidable delays if those conditions necessarily cause a delay in the completion of the work. 9-05. Notice of Delays. Whenever the Contractor foresees any delay in the prosecution of the work and, in any event, immediately upon the occurrence of any delay which the contractor regards as an unavoidable delay, he or she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause, in order that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be done, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues and to what extent the prosecution and completion of the work are to be delayed thereby. 9-06. Extension of Time. Should any delays occur which the Engineer may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract; and liquidated damages for delay shall not be charged against the Contractor by the City during an extension of time granted because of unavoidable delay or delays.
Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the Engineer within 15 days of the occurrence of the event giving rise to the claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the Engineer within 45 days of the occurrence unless the Engineer specifies in writing a longer period. All claims for a time extension must be approved by the Engineer and incorporated into a written change order.
9-07. Unfavorable Weather and Other Conditions. During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the Engineer, the Contractor shall be able to overcome them.
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The Contractor shall be granted a time extension of one day for each unfavorable weather day which prevents him or her from placing concrete forms or placing and finishing concrete or asphalt concrete. Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four (4) continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four (4) continuous work hours of the authorized work period. 9-08. Saturday, Sunday, Holiday and Night Work. No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the Engineer.
It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the Engineer and that such permission may be revoked at any time by the Engineer if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work.
9-09. Hours of Labor. Eight (8) hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying compensation for all hours worked in excess of eight (8) hours per day at not less than 1½ times the basic rate of pay. The Contractor shall forfeit to the City, as a penalty, the sum of twenty-five dollars ($25.00) for each workman employed in the execution of the contract by him or her or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816, inclusive, (Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the State of California and any acts amendatory thereof.
SECTION 10. PAYMENT
10-01. Certification by Engineer. All payments under this contract shall be made upon the presentation of certificates in writing from the Engineer and shall show that the work covered by the payments has been done and the payments thereof are due in accordance with this contract. 10-02. Progress Estimates and Payment. The Engineer shall, within the first seven (7) days of each month, make an estimate of the value of the work performed in accordance with this contract during the previous calendar month.
The first estimate shall be of the value of the work satisfactorily completed in place and meeting the requirements of the contract. And every subsequent estimate, except the final estimate, shall be of the value of the work satisfactorily completed in place since the last preceding estimate was made; provided, however, that should the Contractor fail to adhere to the program of completion fixed in this contract, the Engineer shall deduct from the next and all subsequent estimates the full calculated accruing amount of the liquidated damages to the date of said estimate, until such time as the compliance with the program has been restored.
The estimate shall be signed by the Engineer and, after approval, the City shall pay or cause to be paid to the Contractor in the manner provided by law, an amount equal to 95 percent of the estimated value of the work satisfactorily performed and complete in place.
Engineer will, within 7 days after receipt of each Application for Payment, including each resubmittal, either indicate in writing a recommendation of payment and present the Application to Owner, or return the Application to Contractor indicating in writing Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 10-03. Substitution of Securities.
1. At such times that Pubic Contract Code Section 22300 is in effect Contractor may propose the substitution of securities of at least equal market value for any moneys to be withheld to ensure performance under the Contract. Market value shall be determined as of the day prior to the date such substitution is to take place.
Such substitution shall be made at the request and expense of the Contractor. The securities shall be one or more of the following types:
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(a) Bonds or interest-bearing notes or obligations of the United States, or those for which the faith and credit of the United States are pledged for the payment of principal and interest. (b) Bonds or interest-bearing notes on obligations that are guaranteed as to principal and interest by a federal agency of the United States.
(c) Bonds of the State of California, or those for which the faith and credit of the State of California are pledged for the payment of principal and interest.
(d) Bonds or warrants, including, but not limited to, revenue warrants, of any county, city, metropolitan water district, California water district, California water storage district, irrigation district in the State of California, municipal utility district, or school district of the State of California, which are rated by Moody's or Standard and Poor as A or better.
(e) Bonds, consolidated bonds, collateral trust debentures, consolidated debentures, or other obligations issued by federal land banks or federal intermediate credit banks established under the Federal Farm Loan Act, as amended; debentures and consolidated debentures issued by the Central Bank for Cooperatives and banks for cooperatives established under the Farm Credit Act of 1933, as amended; bonds, or debentures of the Federal Home Loan Bank Board established under the Federal Home Loan Bank Act; and stock, bonds, debentures and other obligations of the Federal National Mortgage Association established under the National Housing Act as amended and bonds of any Federal Home Loan Mortgage Corporation.
(f) Commercial paper of "prime" quality as defined by a nationally recognized organization which rates such securities. Eligible paper is further limited to issuing corporations: (1) organized and operating within the United States; (2) having total assets in excess of five hundred million dollars ($500,000,000); and (3) approved by the Pooled Money Investment Board of the State of California. Purchases of eligible commercial paper may not exceed 180 days' maturity, nor represent more than 10 percent of the outstanding paper of an issuing corporation.
(g) Bills of exchange or time drafts on and accepted by a commercial bank, otherwise known as bankers acceptances, which are eligible for purchase by the Federal Reserve System. (h) Certificates of deposits issued by a nationally or state-chartered bank or savings and loan association.
(i) The portion of bank loans and obligations guaranteed by the United States Small Business Administration or the United States Farmers Home Administration. (j) Student loan notes insured under the Guaranteed Student Loan Program established pursuant to the Higher Education Act of 1965, as amended (20 U.S.C. 1001, et seq.) and eligible for resale to the Student Loan Marketing Association established pursuant to Section 133 of the Education Amendments of 1972, as amended (20 U.S.C. 1087-2).
(k) Obligations issued, assumed or guaranteed by International Bank for Reconstruction and Development, the Inter-American Development Bank, the Asian Development Bank, or the Government Development Bank of Puerto Rico.
(l) Bonds, debentures and notes issued by corporations organized and operating within the United States. Such securities eligible for substitution shall be within the top three ratings of a nationally recognized rating service.
2. The securities shall be deposited with City or with any commercial bank as escrow agent, who shall arrange for transfer of such securities to the Contractor upon satisfactory completion of the contract. Any interest accrued or paid on such securities shall belong to the Contractor and shall be paid upon satisfactory completion of the contract.
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The market value of the securities deposited shall at all times be maintained in an amount at least equal, in the sole judgment of City, to the moneys to be withheld pursuant to the Contract Documents to ensure performance of the Contract. In order to comply with this condition, Contractor shall deposit additional securities as necessary upon request by City or the escrow agent.
3. Upon acceptance of any Proposal that includes substituting securities for amounts withheld to ensure performance, a separate escrow agreement satisfactory in form and substance to City shall be prepared and executed by City, the Contractor and the escrow agent, which may be City. The escrow agreement shall specify, among other matters, value of securities to be deposited; procedures for valuing the securities and for adding or withdrawing securities to maintain the market value of the deposited securities at least equal to the amount of moneys which would otherwise be withheld; the terms and conditions of conversion to cash in case of the default by the Contractor; and terms, conditions and procedure for termination of the escrow. City shall have no obligation to enter any such Agreement that does not provide the City with the unilateral right to convert securities to cash and to gain immediate possession of the cash.
10-04. Acceptance. The work must be accepted by vote of the City Council of the City of Ukiah when the whole shall have been completed satisfactorily. The Contractor shall notify the Engineer, in writing, of the completion of the work, whereupon the Engineer shall promptly, by personal inspection, satisfy himself as to the actual completion of the work in accordance with the terms of the contract and shall thereupon recommend acceptance by the City Council.
10-05. Final Estimate and Payment. The Engineer shall, as soon as practicable after the final acceptance of the work done under this contract, make a final estimate of the amount of work done thereunder and the value thereof.
Such final estimate shall be signed by the Engineer, and after approval, the City shall pay or cause to be paid to the Contractor, in the manner provided by law, the entire sum so found to be due hereunder, after deducting therefrom all previous payments and such other lawful amounts as the terms of this contract prescribe.
In no case will final payment be made in less than thirty-five (35) days after the filing of the notice of completion with the County Recorder.
10-06. Delay Payments. Should any payment due the Contractor or any estimate be delayed, through fault of the City beyond the time stipulated, such delay shall not constitute a breach of contract or be the basis for a claim for damages, but the City shall pay the Contractor interest on the amount of the payment at the rate of 6 percent per annum for the period of such delay. The terms for which interest will be paid shall be reckoned, in the case of any monthly or progress payment, from the twentieth day of the month next succeeding the month in which the work was performed to the date of payment of the estimate; and in the case of the final estimate, from the forty-fifth day after acceptance to the date of payment of the final estimate.
The date of payment of any estimate shall be considered the day on which the payment is offered or mailed as evidenced by the records of the Treasurer of the City. If interest shall become due on any delayed payment, the amount thereof, as determined by the City, shall be added to a succeeding payment. If the interest shall become due on the final payment, it shall be paid on a supplementary voucher to interest or any sum or sums which, by the terms of this contract, the City is authorized to reserve or retain. 10-07. Extra Work and Work Omitted. Whenever corrections, alterations, or modifications of the work under this contract ordered by the Engineer and approved by the City increase the amount of work to be done, such added work shall be known as "extra work"; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as "work omitted".
When the Contractor considers that any changes ordered involve extra work, he or she shall immediately notify the Engineer in writing and subsequently keep him or her informed as to when and where extra work is to be performed and shall make claim for compensation therefor each month not later than the first day of the month following that in which the work claimed to be extra work was performed and he or she shall submit a daily complete statement of materials and labor used and expenses incurred on account of extra work performed, showing allocation of all materials, labor and expenses.
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All such claims shall state the date of the Engineer's written order and the date of approval by the City authorizing the work on account of which claim is made. Unless such notification is made in writing within the time specified and unless complete statements of materials used and expenses incurred on account of such extra work are furnished as above required, the Contractor shall not be entitled to payment on account of extra work and Contractor shall be deemed to have waived the right to make any future claims for compensation for such extra work.
When changes decrease the amount of work to be done, they shall not constitute a claim for damages on account of anticipated profits on the work that may be omitted. 10-08. Compensation for Extra Work or Work Omitted. Whenever corrections, additions, or modifications in the work under this contract change the amount of work to be done or the amount of compensation due the Contractor, excepting increases or decreases in contract items having unit contract prices for each measurable quantity installed in place, and such changes have been ordered in writing by the Engineer and approved by the City prior to the Contractor performing the extra work, then a price may be agreed upon. Failing such an agreement in price, the Contractor shall be compensated for performing extra work pursuant to the provisions of Section 4-1.03 D,"Extra Work", and Section 9-1.03,"Force Account Payment" of the Standard Specifications.
This method of determining the price of work shall not apply to the performance of any work which is required or reasonably implied to be performed or furnished under this contract. 10-09. Compensation to the City for Extension of Time. In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right as provided hereinabove, to extend the time of completion thereof. If the time limit be so extended, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such extension, except that the cost of final unavoidable delays shall not be included in such charges.
10-10. Liquidated Damages for Delay. It is agreed by the parties to the contract that time is of the essence and that, in case all the work is not completed before or upon the expiration of the time limit as set forth, damage, other than those cost items identified in section 10-09, will be sustained by the City and that it is and will be impracticable to determine the actual amount of damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City the sum of five hundred dollars ($500.00) per day for each and every calendar day's delay beyond the time prescribed.
In compliance with the provisions of California Public Contract Code § 7102, the Contractor will be compensated for damages incurred due to delays in completing the work due solely to the fault of the City, where such delay is unreasonable under the circumstances and not contemplated by the parties. The Contractor and City agree that determining actual damages is impracticable and extremely difficult. As such, the Contractor shall be entitled to the appropriate time extension and to payment of liquidated damages in the sum of $250 per day of delay in excess of the time specified for the completion of the work. Such amount shall constitute the only payment allowed and shall necessarily include all overhead (direct or indirect), all profit, all administrative costs, all bond costs, all labor, materials, equipment and rental costs, and any other costs, expenses and fees incurred or sustained as a result of such delay. The Contractor expressly agrees to be limited solely to the liquidated damages for all such delays as defined in this subsection.
SECTION 11. MISCELLANEOUS
11-01. Notice. Whenever any provision of the contract documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. If mailed, the notice shall be deemed received on the date of delivery stated in the return receipt. 11-02. Computation of Time. When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period
RECYCLED WATER PROJECT – PHASE 4 23 Spec. No. 23-01
falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation.
11-03. Claims Procedure
Contractor shall timely comply with all notices and requests for changes to the contract time or contract price, as a prerequisite to filing any claim governed by this Article. The failure to timely submit a notice of delay or notice of change, or to timely request a change to the contract time or contract price, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the contract or at law.
A. Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Article is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Article shall be construed to be consistent with said statutes.
B. Claims. For purposes of this Article, “Claim” means a separate demand by the Contractor, for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract, or (C) an amount the payment of which is disputed by the District. Claims governed by this Article may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order. Claims governed by this Article must be filed no later than the date of final payment.
The claim shall be submitted in writing to the District and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing herein is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra work, disputed work, and/or changed conditions.
Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.
C. Supporting Documentation. The Contractor shall submit all claims in the following format:
Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made
List of documents relating to claim:
Specifications
Drawings
Clarifications (Requests for Information)
Schedules
Other
Chronology of events and correspondence
Analysis of claim merit
Analysis of claim cost
Time impact analysis in CPM format
If Contractor’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.
D. City’s Response. Upon receipt of a claim pursuant to this Article, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the City issues its written statement.
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If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City’s governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three days following the next duly publicly noticed meeting of the City’s governing body after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.
Within 30 days of receipt of a claim, the City may request in writing additional documentation supporting the claim or relating to defenses or claims the District may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor. The City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $15,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.
E. Meet and Confer. If the Contractor disputes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City’s response or within 15 days of the City’s failure to respond within the time prescribed, respectively, and demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.
F. Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed.
Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally.
The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time.
If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.
For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced.
The mediation shall be held no earlier than the date the Contractor completes the work or the date that the Contractor last performs work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed.
G. Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code prior to initiating litigation. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference.
H. Civil Actions. The following procedures are established for all civil actions filed to resolve claims of $375,000 or less:
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Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of this Contract. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.
If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter
2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.
I. Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code Sections 900, et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the City may be filed. A Government Code claim must be filed no earlier than the date the work is completed or the date the Contractor last performs work on the project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.
J. Non-Waiver. The City’s failure to respond to a claim from the Contractor within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the claim being deemed rejected in its entirety.
11-04. Arbitration. Subject to exhaustion of all other applicable contractual and administrative remedies, including Public Contract Code Section 9201, any unresolved claim arising under this contract shall be subject to binding arbitration pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2 of the California Public Contract Code.
11-05. Litigation and Forum Selection. Contractor and City stipulate and agree that any litigation relating to the enforcement or interpretation of this contract, arising out of Contractor's performance or relating in any way to the work shall be brought in Mendocino County and that venue will lie in Mendocino County.
Except as otherwise expressly provided by law, the parties waive any objections they might otherwise have to the propriety of jurisdiction or venue in the state courts in Mendocino County and agree that California law shall govern any such litigation.
The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and, in particular but without limitation, the warranties, guaranties and obligations imposed upon the Contractor and all of the rights and remedies available to the City thereunder, shall be in addition to and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty or guaranty, or by other provisions of the contract documents and the provisions of this paragraph shall be as effective as if repeated specifically in the contract documents in connection with each particular duty, obligation, right and remedy to which they apply. All warranties and guaranties made in the contract document shall survive final payment and termination or completion of this contract. The City disclaims an express or implied warranty that the plans and specifications identify all site conditions that could affect the time or cost to complete the Work.
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11-05. Waiver. The Contractor shall strictly comply with all notices and other contract requirements. Waiver by the City of any failure of the Contractor to comply with any term of the contract, including the notice provisions, shall not be deemed a waiver of a subsequent breach.
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TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION
12-01. Location and Scope of Work. All of the work to be performed is within the City of Ukiah and consists of construction of Recycled Water Project Phase 4 - Specification No. 23-01, including: construction of new and rehabilitation of existing facilities related to the City of Ukiah’s recycled water production, storage, and distribution; repair and reconstruction of existing improvements affected by the Work; and incidentals for complete and usable facilities. General locations of the work:
1. City of Ukiah Water Treatment Plant: 935 River Street, Ukiah, CA 95482.
2. City of Ukiah Wastewater Treatment Plant: 300 Plant Road, Ukiah, CA 95482.
3. Various locations within the City of Ukiah for the recycled water distribution system pipelines.
The Contractor should familiarize himself with the local conditions of the project sites. Failure to do so will in no way relieve him of the responsibility for performing any of the work or operations required as a part of this contract. Further information regarding the work or these specifications can be obtained from Seth Strader at (707) 463-6233.
12-02. Arrangement of Technical Specifications. The Technical Specifications are arranged in sections covering the various phases of work as follows:
Section No. Title
12 General Information
13 Construction Details
14 Exclusions from General Conditions
15 Amendments to General Conditions
12-03. Arrangement of Plans. General locations and linear quantities of the work are shown in Appendix "A".
A map will be provided to the successful bidder showing the exact locations of the work to be done. 12-04. Business Licenses. The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. 12-05. Permits. The Contractor shall provide, procure, and pay for all permits required to complete this work. 12-06. Standard Specifications and Standard Plans. The Standard Specifications and Standard Plans of the California State Department of Transportation, 2018, are hereby made a part of these Special Provisions and are hereinafter referred to as "California Standard Specifications" and "California Standard Plans." Whenever in the California Standard Specifications and the California Standard Plans the following terms are used, they shall be understood to mean and refer to the following:
Department of Transportation - The City Council.
Director of Public Works - The City of Ukiah Director of Public Works.
Engineer - The Engineer, designated by the City Council, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.
Laboratory - The designated laboratory authorized by the City of Ukiah to test materials and work involved in the contract.
State - The City of Ukiah
Other terms appearing in the California Standard Specifications and the California Standard Plans shall have the intent and meaning specified in Section I, Definition of Terms of the California Standard Specifications.
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In case of discrepancy between the contract documents, the order of precedence from the highest to lowest is as follows:
1. (City) Special Provisions
2. (City) Project Plans
3. City Standard Plans and Details
4. California Standard Plans
5. California Standard Specifications
12-07. Temporary Facilities. All temporary facilities are the responsibility of the Contractor. The removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the work. 12-08. Public Convenience and Safety. The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass the work. 12-09. Maintaining Traffic. Attention is directed to Section 7-1.08, "Public Convenience," 7-1.09, "Public Safety," 7-1.092, "Lane Closure," and 7-1.095, "Flagging Costs," of the California Standard Specifications.
Streets shall be open to through vehicular traffic during non-working hours. All public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible.
Full costs for "Maintaining Traffic", including "Flagging Costs", shall be considered as included in the various items of work and no additional compensation will be made.
12.10. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement. 12-11. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one year from the date of final acceptance. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period. 12-12. Utilities. No water, sewer or electrical services will be provided by the owner. It is the Contractor's sole responsibility to arrange such services as necessary.
12-13. Preconstruction Conference. A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work, and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents.
12-14. Safety Requirements. The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project.
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SECTION 13 - CONSTRUCTION DETAILS
13-01. Volume 1 - Technical Specifications Division 00 through Division 13 13-02. Volume 2 - Technical Specifications Division 15 through Division 17 and Appendices o Appendix A of the Specifications - Mitigation Monitoring and Reporting Program o Appendix B of the Specifications - WWTP Geotechnical Report (Revision 2) o Appendix C of the Specifications - Recycled Water Pipeline Geotechnical Report 13-03. Volume 3 - Drawings
SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS
14-01. Provisions to be Excluded from General Conditions. The following designated provisions of the General Conditions are hereby determined to be inapplicable to the proposed work and, therefore, are hereby excluded from the terms of the Notice to Bidders, Proposal, Agreement and other contract documents as though entirely omitted from said General Conditions:
No other exclusions.
SECTION 15. AMENDMENTS TO GENERAL CONDITIONS
15-01. Sections of General Conditions to be Amended.
The following designated sections of the Special Provisions are hereby amended to read as follows:
No amendments.
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BID SUBMITTAL CHECKLIST
The following is a checklist to assist you in your submission of your bid documents. Please make sure you include the following when submitting your bid documents to reduce the risk of having your bid rejected:
Did you include?...
o Proposal (Page ___)
Unit prices filled out clearly.
Extended prices filled out clearly and calculated correctly Total bid amount filled out clearly and calculated correctly Sign the proposal, and provide complete information
CLSB No. and expiration date
Department of Industrial Relations Public Works Contractor Registration Number o Fair Employment Practices Certification (Page ___)
Filled out completely per instruction
o Worker’s Compensation Certificate (Page ____)
Filled out completely per instruction
o Certification of Non-Discrimination in Employment (Page ___) Filled out completely per instruction
o List of Proposed Subcontractors (Page _____)
Filled out completely per instruction
o Statement of Experience (Page ____)
o Signature of Bidder (Page _____)
Filled out completely per instruction
Authorized signature provided
o Bidder’s Bond (Page _____)
Filled out completely per instruction
o Non-Collusion Affidavit (Page _____)
Filled out completely per instruction
Notarized
o Addenda Issued
Check the City website for any addenda issued: www.cityofukiah.com/purchasing
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CITY OF UKIAH
MENDOCINO COUNTY, CALIFORNIA
PROPOSAL
FOR
RECYCLED WATER PROJECT – PHASE 4
Specification No. 23-01
The undersigned, as bidder,
declares that he or she has examined thoroughly all of the contract documents herein contained, that this proposal is made without collusion with any other person, firm or corporation and that all laws and ordinances relating to the interest of public officers in this contract have been complied with in every respect.
AND he or she proposes and agrees, if this proposal is accepted, 1) that he or she will contract with the City of Ukiah, Mendocino County, California, in the form of the copy of the agreement herein contained
a) to provide all necessary machinery, tools, apparatus and other means of construction; b) to furnish all materials;
c) to provide all superintendence, overhead expenses and all labor and expenses of whatever nature necessary to complete the job in conformity with the specifications and drawings and other contract provisions herein or reasonably implied hereby or as necessary to complete the work in the manner and within the time named herein and according to the requirements and to the reasonable satisfaction of the City Engineer; d) to pay all charges of freight transportation and hauling; 2) that he or she indemnifies the City against any loss or damage arising from any act of the undersigned as Contractor; and
3) that he or she will accept as full payment therefor the following sums:
The Bidder certifies the following:
1) This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.
2) Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 3) Bidder has not solicited or induced any individual or entity to refrain from bidding. 4) Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract as defined below:
a) Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process. b) Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition. c) Collusive practice means a scheme or arrangement between 2 or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels. d) Coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.
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This Bid will remain subject to acceptance for [60] days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.
In accordance with California Public Contract Code Section 2200 et seq., (“Iran Contracting Act of 2010”), Bidder certifies that Bidder is not identified on the list created by the California Department of General Services (DGS) in accordance with California Public Contract Code Section 2203(b) as a Person engaging in investment activities in Iran.
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BIDDING SCHEDULE
In the case of any discrepancy between the unit price and the total set forth for the item, the unit price shall prevail; provided, however, that if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any reason, or is omitted, or in the case of lump sum items, is not the same amount as the entry in the “Total” column, then the amount set forth in the “Total” column for the item shall prevail in accordance with the following:
1. As to lump sum items, the amount set forth in the “Total” column shall be the unit price;
2. As to unit basis items, the amount set forth in the “Total” column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.
The Total Base Bid shall be the sum of the items in the “Total” column. In case of discrepancy between the sum of the items in the “Total” column and the amount entered as Total Base Bid, the sum of the “Total” column items shall prevail. The bid comparison will be based on the sum of the items in the “total” column for each bidder.
The Unit prices for the various Construction Items below include all costs associated with the General Conditions, Special Provisions, Requirements of the Construction Contract, and represent the total, complete, in-place cost for each specific Construction Item in accordance with the Construction Documents, including all elements, work components, accessories, and connections, shown in applicable details or required to yield a complete, sound and functional component or system appropriate for its intended function, whether or not such is specifically described or listed in any description of measurement or payment. The total amount of the Construction items below shall represent the total and complete cost of the fully functional Project. All work not specifically listed below be required to complete the work of the various construction items and the cost of such shall be considered as included throughout the various unit prices indicated.
Lowest bid will be based on the lowest Base Bid.
NAME OF BIDDER:
SPEC #: 23-01
PROJECT NAME: RECYCLED WATER PROJECT – PHASE 4
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ITEM
# DESCRIPTION
UNIT
OF
MEAS
URE
QUAN
TITY UNIT PRICE TOTAL
1 Mobilization % 5
2 Traffic Control LS 1
3 Temporary Facilities and Controls (per Section
01500) LS 1
4 Temporary Excavation Support - WWTP LS 1
5 Dewatering - WWTP LS 1
6 Dechlorination Structure (Area 60) LS 1
7 Buried Sludge Piping LS 1
8 Packaged Water Treatment System Rehabilitation (per Specification Section 11802) (Area 85) 8a Scope of Supply provided by WesTech LS 1
8b Tank Coating (per Specification Section 09960) SF 10,000 8c Rotary-Lobe Blowers (per Specification Section
11376A) LS 1
8d Coagulant Feed Pump (per Specification
Section 11242) LS 1
8e Rapid Mix Pump (per Specification Section
11312O) LS 1
8f All other Work associated with Area 85 LS 1
9 Backwash Pump Station (Area 87) LS 1
10 Carousel Pump Station (Area 89) LS 1
11 PAU Pump Station (Area 91) LS 1
12 PAU Excavation and Embankment LS 1
13 PAU Concrete Liner and Inlets LS 1
14 Yard Piping - WWTP LS 1
15 Electrical Work - WWTP
15a 12 kV Work LS 1
15b Electrical Ductbanks LS 1
15b All other Electrical Work LS 1
16 Instrumentation & Controls Work - WWTP LS 1
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17 Startup and Commissioning (per Specification
Section 01756) - WWTP LS 1
18 All other Work - WWTP LS 1
19 Temporary Excavation Support - WTP LS 1
20 Dewatering - WTP LS 1
21 Recycled Water Storage Tank (per Specification
Section 13207) LS 1
22 Recycled Water Pump Station LS 1
23 WTP Excavations and Embankments LS 1
24 WTP Yard Piping LS 1
25 21” Sewer Replacement LS 1
26 Concrete Manholes EA 3
27 Electrical Work - WTP LS 1
27a Recycled Water Pump Station Electrical Building LS 1 27b Other Miscellaneous Electrical Work - WTP LS 1
28 Instrumentation and Controls Work - WTP LS 1
29 Startup and Commissioning (per Specification
Section 01756) - WTP LS 1
30 All other Work - WTP LS 1
31 Temporary Excavation Support - Distribution
System LS 1
32 Dewatering - Distribution System LS 1
33 18-inch diameter PVC pipeline in trench LF
34 16-inch diameter PVC pipeline in trench LF
35 12-inch diameter PVC pipeline in trench LF
36 10-inch diameter PVC pipeline in trench LF
37 8-inch diameter PVC pipeline in trench LF
38 6-inch diameter PVC pipeline in trench LF
39 4-inch diameter PVC pipeline in trench LF
40 Microtunnel Crossing (including pressure pipe
and casing) LS 1
41 Pipeline Blow-off Assemblies EA
RECYCLED WATER PROJECT – PHASE 4 39 Spec. No. 23-01
42 Pipeline Combination Air Valves EA
43 Pipeline Butterfly Valves EA
44 Meters and Service Lines EA
45 Pedestrian Bridge LS 1
46 Startup and Commissioning (per Specification
Section 01756) - Distribution System LS 1
47 All other Work - Distribution System LS 1
48 Demobilization LS 1
TOTAL BID ==>> $
RECYCLED WATER PROJECT – PHASE 4 40 Spec. No. 23-01
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RECYCLED WATER PROJECT – PHASE 4 41 Spec. No. 23-01
We, the undersigned, acknowledge that the City Council has reserved the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid from a responsible bidder and that which it deems in the best interest of the City to accept. We, the undersigned, further agree, if this proposal shall be accepted, to sign the agreement and to furnish the required bonds with satisfactory surety, or sureties, within fifteen (15) calendar days after written notice that the contract is ready for signature; and, if the undersigned shall fail to contract, as aforesaid, it shall be understood that he or she has abandoned the contract and that, therefore, this proposal shall be null and void and the proposal guaranty accompanying this proposal, or the amount of said guaranty, shall be forfeited to and become the property of the City. Otherwise, the proposal guaranty accompanying this proposal shall be returned to the undersigned.
Witness our hands this day of ___________________, 20____.
Licensed in accordance with an act providing for the registration of California Contractors License No. ___________, expiration date _____________.
THE CONTRACTOR'S LICENSE NUMBER AND EXPIRATION DATE STATED HEREIN ARE MADE UNDER PENALTY OF PERJURY.
Department of Industrial Relations Public Works Contractor Registration Number:_____________________ Signature of bidder or bidders, with business name, address, phone number and fax number:
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Notice: In the case of a corporation, give below the addresses of the principal office thereof and names and addresses of the President, Secretary, Treasurer.
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________
RECYCLED WATER PROJECT – PHASE 4 42 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 43 Spec. No. 23-01
FAIR EMPLOYMENT PRACTICES CERTIFICATION
TO:_____________________________________________________________ ________________________________________________________________ The undersigned, in submitting a bid for performing the following work by Contract, hereby certifies that he or she has or will meet the standards of affirmative compliance with the Fair Employment Practices requirements of the Special Provisions contained herein.
RECYCLED WATER PROJECT – PHASE 4
________________________________________________________________ (Signature of Bidder)
Business Mailing Address:
_________________________________________________
_________________________________________________
_________________________________________________
Business Location:
_________________________________________________
_________________________________________________
(The bidder shall execute the certification of this page prior to submitting his or her proposal.)
RECYCLED WATER PROJECT – PHASE 4 44 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 45 Spec. No. 23-01
WORKER'S COMPENSATION CERTIFICATE
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Worker's Compensation or undertake self-insurance in accordance with the provisions of that code and I will comply with such provisions before commencing the performance of the work of this contract.
Witness my hand this________ day of _______________, 2023 Signature of Bidder, with Business Address:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
RECYCLED WATER PROJECT – PHASE 4 46 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 47 Spec. No. 23-01
CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT
The bidder represents that he or she has/has not, participated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 of Executive Order 10925; that he or she has/has not, filed all required compliance reports; and that representations indicating submission of required compliance prior to subcontract awards.
Signature and address of Bidder:
__________________________________________________ Date_____________ __________________________________________________
__________________________________________________
__________________________________________________
(This certification shall be executed by the bidder in accordance with Section 60-1.6 of the Regulations of the President's Committee on Equal Employment Opportunity for implementing Executive Orders 10925 and 11114.)
RECYCLED WATER PROJECT – PHASE 4 48 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 49 Spec. No. 23-01
LIST OF PROPOSED SUBCONTRACTORS
In compliance with the provisions of Sections 4100-4108 of the California Public Contract Code and any amendments thereof, each bidder shall set forth (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service in or about the construction site or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications in an amount in excess of one-half of 1 percent of the total bid and (b) the California Contractor License Number for each subcontractor, and (c) the portion of the work to be done by each subcontractor.(See General Conditions Section 1-09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number.
SUBCONTRACTOR NAME SUBCONTRACTOR
LICENSE NUMBER
SUBCONTRACTOR DIR
REGISTRATION NUMBER
SUBCONTRACTOR
BUSINESS ADDRESS DESCRIPTION OF WORK
RECYCLED WATER PROJECT – PHASE 4 50 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 51 Spec. No. 23-01
STATEMENT OF EXPERIENCE OF BIDDER
The bidder is required to state below what work of similar magnitude or character he or she has done and to give references that will enable the City Council to judge of his or her experience, skill and business standing and his or her ability to conduct work as completely and rapidly as required under the terms of the contract. ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________
RECYCLED WATER PROJECT – PHASE 4 52 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 53 Spec. No. 23-01
SIGNATURE(S) OF BIDDER
Accompanying this proposal is ___________________________________ (insert the words "cash ($)", "cashier's check" or "bidder's bond", as the case may be) in an amount equal to at least 10 percent of the bid.
The names of all persons interested in the foregoing proposal as principals are as follows:
IMPORTANT NOTICE: If bidder or other interested person is a corporation, provide the legal name of corporation and also the names of the president, secretary, treasurer and manager thereof. If a co-partnership, provide the true name of firm and also the names of all individual co-partners composing the firm. If bidder or other interested person is an individual, provide the first and last names in full. _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Licensed in accordance with an act providing for the registration of Contractors:
License No. ______________________________, License Expiration Date .
Signature(s) of Bidder: ______________________________________________ ______________________________________________
______________________________________________
NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership; and if bidder is an individual, his or her signature shall be placed above. If a member of a partnership, a Power of Attorney must be on file with the Department prior to opening bids or submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized.
Business address: ___________________________________________________ ___________________________________________________
Place of residence: ___________________________________________________ ___________________________________________________
Dated: __________________
RECYCLED WATER PROJECT – PHASE 4 54 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 55 Spec. No. 23-01
CITY OF UKIAH
Mendocino County, California
BIDDER'S BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, ______________________________________________________________ ________________________________________________________________, as PRINCIPAL and ________________________________________________________________ ________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah in the penal sum of 10 PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Ukiah, as the case may be, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the City Clerk to which said bid was submitted, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. In no case shall the liability of the surety hereunder exceed the sum of $____________________
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above mentioned bid to the City of Ukiah, as aforesaid, for certain construction specifically described as follows, for which bids are to be opened at the Office of the City Clerk, Ukiah Civic Center, Ukiah, California, on JUNE 2, 2023 for RECYCLED WATER PROJECT - PHASE 4.
NOW, THEREFORE, If the aforesaid Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him or her for signatures, enters into a written contract, in the prescribed form, in accordance with the bid and files two bonds with the City of Ukiah, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this ______ day of ________________, A.D. 20_____.
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Surety
Address: __________________________________________________________ __________________________________________________________ __________________________________________________________
RECYCLED WATER PROJECT – PHASE 4 56 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 57 Spec. No. 23-01
NON-COLLUSION AFFIDAVIT
Note: Bidder shall execute the affidavit on this page prior to submitting his or her bid.
To City Council, City of Ukiah:
The undersigned in submitting a bid for performing RECYCLED WATER PROJECT – PHASE 4 by contract, being duly sworn, deposes and says:
that he or she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract.
__________________________________________________
__________________________________________________
__________________________________________________
Signature(s) of Bidder
Business Address:__________________________________________________ __________________________________________________
__________________________________________________
Place of Residence:__________________________________________________ __________________________________________________
__________________________________________________
NOTARIZATION
Subscribed and sworn to before me this ______ day of _________, 20____. __________________________________________________
Notary Public in and for the County of______________________________, State of California.
My Commission Expires ________________________, 20 ____.
RECYCLED WATER PROJECT – PHASE 4 58 Spec. No. 23-01
RECYCLED WATER PROJECT – PHASE 4 59 Spec. No. 23-01
CITY OF UKIAH
Mendocino County, California
AGREEMENT
FOR
RECYCLED WATER PROJECT – PHASE 4
Specification No. 23-01
THIS AGREEMENT, made this ______ day of ___________________, 20____, by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and _______________________ hereinafter called the Contractor,
WITNESSETH:
WHEREAS, the City has caused to be prepared in accordance with law, specifications, drawings and other contract documents for the work herein described and shown and has approved and adopted these contract documents, specifications and drawings and has caused to be published in the manner and for the time required by law a notice to bidders inviting sealed proposals for doing the work in accordance with the terms of this contract and
WHEREAS, the Contractor, in response to the notice to bidders, has submitted to the City a sealed proposal accompanied by a proposal guaranty in an amount of not less than 10 percent of the bid price for the construction of the proposed work in accordance with the terms of this contract and WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined and canvassed the proposals submitted and as a result has determined and declared the Contractor to be the lowest and best regular responsible bidder for the work and for the sums named in the proposal, NOW, THEREFORE, THIS AGREEMENT WITNESSETH:
Article 1. Work to be Done and Contract Days Allowed.
That the Contractor shall provide all necessary machinery, tools, apparatus and other means of construction; shall furnish all materials, superintendence, overhead, expenses, all labor and expenses of whatever nature necessary for completion of the work in conformity with the Special Provisions and other contract documents hereto attached and according to such instructions as may be given by the Engineer. The Contractor shall complete the work within seven hundred and seven (707) calendar days. Contract days shall be counted starting with the 10th day following receipt of notice that the contract has been executed by the City. Contractor, at his or her option, may begin work prior to start of counting contract days, however, in no event shall the Contractor start work without giving notification to the Engineer at least 72 hours prior to the start of work, without obtaining an encroachment permit from the City, or without having submitted certificates of insurance that have been accepted and approved by the Engineer