3" (TYP)
3"
4"
2'-6"
12"
(TYP)"
18"
2"
3"
2"
3"
1"
ENVELOPECONCRETE
CONDUIT REINFORCING STEEL
(TYP)
BAR SUPPORT
PRECAST CONCRETE
ON THE DRAWINGS.
UNLESS OTHERWISE INDICATED
# 4/0 SDBC GROUND WIRE MIN.
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
ERIK M. BAHNEMAN
SEALED BY
ORIGINAL
**
CA PE NO. 19683
#4@12"
#4 U-SHAPED BARS
LAP SPLICE
(TYP)
TYP
TYP
3" CLR COVER
DRAWINGS.
ON THE
AS INDICATED
DUCT BANK
CONTINUING
GENERAL NOTES:KEY NOTES:
1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
EQUIPMENT ABOVE.ADJUST DUCT SPACING TO FIT OPENING IN THE SLAB AND TYP
S
EM020 DUCT BANK RISER
1 EM001
EM001
1 FINISHED GRADE
BACKFILL
WARNING TAPE
SAND BACKFILL
CONDUIT OR CABLE
DIRECT BURIED
2. REFER TO THE SPECIFICATIONS FOR TRENCH BACKFILL REQUIREMENTS.
DRAWINGS.
1. ALL DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON THE NOTES:
TYP
S
EM015 DIRECT BURIED CONDUIT OR CABLE
KEY NOTES:
PVC COATED RIGIDSTEEL CONDUIT
#4@12"
STD HOOK
CONDUCTOR
ELECTRODE
GROUNDING
GRADE
SLAB ON
CONDUIT
PVC
CONDUIT IS NOT PROTECTED BY AN EQUIPMENT PAD.
PROVIDE CONDUIT HOUSE KEEPING CURB AT ALL LOCATIONS WHERE THE #4 U-SHAPED BARS
LAP SPLICE
CONTINUING DUCTBANK
1 1
TYP
TYP
TYP
TYP
3" CLR COVER
TYP
S
EM033 RISER FROM DUCTBANK
SLAB ON GRADE
EM001
EM001
S180
EM107
TYP
S
EM022 DUCT BANK ENTRY
INTO ELECTRICAL EQUIPMENT
ENCLOSUREELECTRICALFOUR SIDESSEALANT ALL1 1/2" JOINT
TYP
TYP
S180
S350 PAD
HOUSEKEEPING
ELECTRICAL
SLAB
CONCRETE
TYP
EM001
EQUIPMENT GROUND BUS
CONDUCTOR CONNECT TO
GROUNDING ELECTRODE
GENERAL NOTES:
WINDOW IN BOTTOM OF ELECTRICAL ENCLOSURE.HOUSE KEEPING PAD MUST FIT IN MANUFACTURER PROVIDED CONDUIT SIZE AND NUMBER OF CONDUITS. CONDUITS AT TOP OF
1. OPENING SIZE IN CONCRETE HOUSE KEEPING PAD IS SET BY #4@12"
#4 U-SHAPED BARS
LAP SPLICE
(TYP)
GRADE
SLAB ON
1 1
3" CLR COVER
TYP
TYP
TYP
TYP
TYP
1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
CONTINUING DUCT BANK AS INDICATED ON THE DRAWINGS.
EM001
S180
EM107
S130
EM001
2 2
2 GENERAL NOTES:KEY NOTES:
SHALL ONLY BE PROVIDED FOR DUCT BANK RISER THROUGH NEW CONCRETE SLAB.PROTECTED BY AN EQUIPMENT PAD.PROVIDE CONDUIT HOUSE KEEPING CURB AT ALL LOCATIONS WHERE THE CONDUIT IS NOT TYP
EM032
SLAB ON GRADERISER FROM DUCT BANK
R 12-06-21
(TYP)"
18"
R
PLACEMENT & CURING.
3. MAKE PROVISIONS TO PREVENT CONDUIT FLOTATION DURING CONCRETE CONDUIT SCHEDULE FOR NUMBER AND SIZE OF CONDUITS.
CONDUITS WITHIN DUCT BANK. REFER TO DUCT BANK SECTIONS, AND SPECIFICATION SECTION 16133 TO ACCOMMODATE ACTUAL NUMBER OF
2. ADJUST SIZE OF DUCT BANK BASED UPON THESE GUIDELINES AND
1. DIMENSIONS SHOWN ARE MINIMUM.
NOTES:
4321
5 CONCRETE POUR.CONDUIT LOCATION AND TO PREVENT IT FROM FLOATING DURING
OR CLOSER SPACING ALONG THE LENGTH AS REQUIRED TO MAINTAIN TIE CONDUIT TO BOTTOM REINFORCING STEEL AT MIN 2'-0" ON CENTER CONDUIT REQUIREMENTS.
REFER TO DUCTBANK SECTIONS AND CONDUIT SCHEDULES FOR
MOVEMENT OF THE REBAR.
BANK OR CLOSER SPACING AS NECESSARY TO PREVENT SAGGING OR UNDER STIRRUPS AT MIN 4'-0" ON CENTER ALONG LENGTH OF DUCT
MINIMUM OF THREE PRECAST CONCRETE BAR SUPPORTS PLACED
LENGTH OF DUCT BANK.
#4 REINFORCING STEEL STIRRUPS 6" MAXIMUM ON CENTER ALONG PERIMETER OF DUCT BANK.
#4 REINFORCING STEEL 12" MAXIMUM ON CENTER AROUND ENTIRE KEY NOTES:
TYP
EM002 REDUCED DEPTH REINFORCED CONCRETE DUCT BANK
5 4 1 2
3 (TYP)
INSULATED THROAT
BUSHING WITH
METAL GROUNDING
PlotDate:12-JUL-202312:23:09PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
CE
JGB
00TE04
178
8660F1000TE04.dgn
ELECTRICAL
eparker
CHANNEL CAP
CONDUIT
CHANNELPREFORMED
ANCHORSCONCRETE GROUT1" NON-SHRINK
CONDUIT CLAMP
3"
3-1/2"
PVC CONDUIT
FLOOR
FINISHED
TO FLOOR
DOWEL CURB
CHAMFER
CONDUIT
#3 HOOP
DRAINAGE.TOP OF CURB FOR CROWN OR SLOPE
STEEL CONDUITPVC COATED
(TYP)CONDUIT COUPLING
(TYP)"
12"
PVC FEMALE ADAPTER
ELBOW (TYP)
STEEL CONDUIT
PVC COATED
GRADE AT OPEN AREAS GRADE AT ROADWAYS
4"
6"MIN
WALL
ENCASEMENTHEIGHT,H
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
ERIK M. BAHNEMAN
SEALED BY
ORIGINAL
**
CA PE NO. 19683
10' MAX
6"
1 # KEY NOTES:
AND LARGER.
3. FIELD BEND 1" CONDUITS. PROVIDE MANUFACTURED PCS ELBOWS FOR CONDUITS 1.25" 2. TYPICAL BOTH SIDES, FRONT AND REAR.1. COORDINATE REINFORCING STEEL REQUIREMENTS WITH THE GENERAL CONTRACTOR.
EM107
TYP
CONDUIT HOUSEKEEPING CURB
S
3 2
1 SUBGRADE
PREPARED
GRADE
FINISHED
PANEL
KNOCKOUT
PRE-FORMED
HATCH
ACCESS ROADWAY
COATING
EXTERIOR
DRAIN SUMP
GROUND ROD
3/4" x 10'-0"
PULLING IRON (TYP)
1 6
3 5
8 4
2 MAX
6"
MATERIAL
BASE 9
(TYP 4 SIDES)12" MIN
TYP
EM001
TYP
EM070
(TYP)
TYP
EM056
PRECAST CONCRETE W/HATCHELECTRICAL HANDHOLE
J
#
GENERAL NOTES:
KEY NOTES:
BANKS AT EACH HANDHOLE.
3. SEE DRAWINGS FOR ORIENTATION, NUMBER, AND SIZE OF DUCT USING #4 AWG BARE COPPER CABLE.
2. BOND ALL METALLIC ITEMS INSIDE HANDHOLE TO GROUND ROD INTERIOR DIMENSIONS: 60"WIDE x 60"LONG x 60"DEEP)ELECTRICAL HANDHOLE AND MANHOLE SCHEDULE (MAXIMUM
1. PROVIDE MINIMUM INTERIOR DIMENSIONS AS SHOWN IN THE
COURSE.
9. BASE MATERIAL: PROVIDE MIN 12" COMPACTED AGGREGATE BASE 8. PROVIDE ONE PULLING IRON ON EACH WALL OF HANDHOLE.
FOR CONNECTION REQUIREMENTS.
7. GROUNDING CABLE CONNECTION. REFER TO THE SPECIFICATIONS HANDHOLE.
6. MAXIMUM TOP SLAB OVERHANG IS TYPICAL AROUND 4 SIDES OF PROOFING.
5. COAT EXTERIOR WALLS BELOW GRADE WITH BITUMINOUS DAMP BASE MATERIAL BELOW.MINIMUM 18" SQUARE FILTER FABRIC TO ISOLATE GRAVEL FROM THROUGH FLOOR OF HANDHOLE. SET SUMP OPENING OVER
4. PROVIDE MINIMUM 4 INCH DIAMETER, GRAVEL FILLED PENETRATION WALL AROUND HANDHOLE. PREFORMED KNOCKOUT PANELS. PROVIDE KNOCKOUTS ON EACH
3. INSTALL DUCT BANKS ONLY THROUGH CAST-IN OPENINGS OR
SPECIFICATIONS FOR CONNECTION REQUIREMENTS.
2. BOND DUCT BANK GROUND CABLE TO GROUND ROD. REFER TO THE LOAD RATING OF HATCH.
1. SEE THE MANHOLE AND HANDHOLE SCHEDULE FOR REQUIRED
TYP
EM103
PREFORMED CHANNEL
316 STAINLESS STEEL
ANCHORS
CONCRETE
HARDWARE
STAINLESS STEEL
LENGTHASREQUIRED
EDGEDIST6"MINUON.
11/2"
6"
CONDUIT SUPPORT
S
TYP
S
EM104
FOR ELECTRICAL CONDUITSCONDUIT FLOOR SUPPORT
# KEY NOTES:
DRAWINGS.
1. SIZE PREFORMED CHANNEL FOR CONDUITS INDICATED ON THE S
EM070 ENCASED CONDUITS AT MANHOLES OR
CONDUIT(S)
OUTSIDE OF
STRUCTURE
INSIDE OF
DUCTBANK)
1" (TYP AROUND
STIRRUPS
1 STRUCTURE
FITTING (TYP)
END BELL
CONDUCTOR
GROUNDING
2 4
3 EM001
S130
S180
REINFORCEMENT
LONGITUDINAL
TYP STRUCTURES - W/O WATERSTOP
TYP
TYP
TYP
# KEY NOTES:
REINFORCEMENT PERREQUIRED. FOR CAST-IN-PLACE STRUCTURES, PROVIDE
4. PROVIDE ADDITIONAL REINFORCEMENT AROUND OPENING AS
ALTERNATE WITH TYPICAL REINFORCEMENT FOR 6" SPACING.
3. ADDITIONAL #4 x 12'-0" @ 12" ON ALL FOUR FACES OF ENCASEMENT.
HEIGHT IN INCHES. SPACING IN INCHES = (H-4)/2 WHERE H = CONCRETE ENCASEMENT
2. FOR FIRST 12'-0" FROM INSIDE FACE OF STRUCTURE, STIRRUP CONDUCTOR.MANHOLE. BOND GROUNDING FITTING TO DUCTBANK GROUNDING
1. PROVIDE GROUNDING FITTING FOR METALLIC CONDUITS ENTERING TYP
S
EM102 TRAPEZE SUPPORT
LENGTH
SUPPORT
CHANNEL
PREFORMED
AND DOUBLE NUT
SQUARE WASHER
(LENGTH AS REQUIRED)3/8" THREADED ROD
REFER TO ATTACHMENT DETAILPREFORMED CHANNEL
GENERAL NOTES:
3. REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.2. PROVIDE SEISMIC BRACING PER THE SPECIFICATIONS.
INSTALLED.SUPPORTS AS REQUIRED BY EQUIPMENT AND MATERIALS TO BE
1. PROVIDE NUMBER AND LENGTH OF PREFORMED CHANNEL
ENCASED CONDUITS
EXPOSED CONDUITS
WASHER OR HEX NUT
CONDUIT CAP
NYLON PULL ROPE
NUT TO PIPE CAP
WELD WASHER OR HEX
STEEL CONDUIT.
PVC COATED RIGID
STEEL COUPLING.
PVC COATED RIGID
TYP
S
EM105 SPARE CONDUIT DETAIL
WASHER OR HEX NUT
TIE PULL ROPE TO
CURB
OR HOUSEKEEPING
FINISHED FLOOR
GENERAL NOTES:
1. PROVIDE 2" MIN CLEAR BETWEEN ADJACENT CONDUITS
STEEL CONDUITPVC COATED RIGID
WITH THE CURB
COUPLING BOOT FLUSH CUT PVC COATING
COATED CONDUITS.
EXTEND SPARE
CAN BE USED TO
SEALING LOCKNUT
RIGID STEEL
AND PVC COATED
MAY BE REMOVED
IN FUTURE, PLUG
PLUG.
BRASS CONDUIT
7 PlotDate:12-JUL-202312:22:13PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
CE
JGB
00TE05
8660F1000TE05.dgn
ELECTRICAL
ggraham
179
SET TOP OF MANHOLE FLUSH
AT PAVING OR SIDEWALKS,
FRAME AND MANHOLE COVER36"Ø EMBEDDED TOP FLANGE
COATING
EXTERIOR
TIE - OFF
LADDER
SET TOP OF MANHOLE FLUSH
AND/OR RISERS AT PAVING OR SIDEWALKSPRECAST GRADE RINGS COVERFRAME AND MANHOLE36"Ø BOTTOM FLANGE
SUBGRADE
PREPARED
BASE MATERIAL
(LOCATIONS PER FABRICATOR)PRECAST STRUCTURE JOINT
CHANNELS FOR CABLE RACKSPREFORMED AND EMBEDDED
MANHOLE BASE
GROUND CABLE
BANK COPPER
#4/0 BARE DUCT
1/2"Ø TYPE 316 SST ROD
12" (TYP)
31/2"
BASE MATERIAL
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
ERIK M. BAHNEMAN
SEALED BY
ORIGINAL
**
CA PE NO. 19683
IRON
PULLING
COATING
EXTERIOR
AROUND)AREAS (TYP
CABLE ROUTING
IRONPULLING
GROUND ROD3/4" x 10'-0"
REINFORCING BARSTIE INTO TOP OF SLAB
SURROUNDING GRADE
MANHOLE 2" TO 4" ABOVE
AT EARTH, SET TOP OF
MAX
8"
TYP
S
EM062
PRECAST CONCRETEELECTRICAL MANHOLE:
B SECTION - C- D- SLOPE SLOPE PANEL KNOCKOUT PREFORMED ACCESS MANHOLE
CLR MINCLR MIN
SLOPE SLOPE
SURROUNDING GRADE
MANHOLE 2" TO 4" ABOVE
AT EARTH, SET TOP OF
#5 @ 12" EW
CONCRETECLASS B CLASS A OR
SUMP
CAST-IN
SUMP
CAST-IN
(ABOVE)
ACCESS
CAST-IN SUMP
A
LADDER TIE - OFF
PLAN - LAYOUT
E- S
OIL
18"36"
DUCT BANK
24" MIN
WIDTH
LENGTH
18"
6"MIN
2"CLR
6"MIN
12" MIN
4"MIN
2'-0"MIN
LADDER TIE-OFF
3'-0"MINCLR(TYP)
BANK
DUCT
BANK
DUCT
BANK
DUCT
ALTERNATE 1: SECTIONEXPOSED TOP SLAB
MAX
8"
BASE WITH SUMP OR BALLAST
CALTERNATE 2: SECTIONOVER
6" MIN
6" MIN
R = 2 1/2"
R = 2 1/2"
6" MIN
12" MIN
(TYP 4 SIDES)
(12"MIN)
B- TYP (TYP)
EM001
4 8
13 12
10 11
S055
CS124
1 10
2 3
9 5 4
5 6
13 7
9 TYP
EM070
DUCT BANKS)(TYP AT
S055
GENERAL NOTES:
KEY NOTES:
14 TYP
TYP
TYP
#
CLAMPS PER TYPICAL DETAIL EM076.
5. RACK MEDIUM VOLTAGE CABLES USING PORCELAIN INSULATOR BANKS AND PENETRATIONS AT EACH MANHOLE.
4. SEE DRAWINGS FOR ORIENTATION, NUMBER, AND SIZE OF DUCT USING #4 AWG BARE COPPER CABLE.
3. BOND ALL METALLIC ITEMS INSIDE MANHOLE TO GROUND ROD HANDHOLE AND MANHOLE SCHEDULE.
2. PROVIDE MANHOLE ALTERNATES (TOP OR BASE) AS SHOWN IN THE ELECTRICAL HANDHOLE AND MANHOLE SCHEDULE.
1. PROVIDE MINIMUM INTERIOR DIMENSIONS AS SHOWN IN THE
HEIGHT
15. SLOPE TO BE COMPLETED BY CONTRACTOR.
INTO CONCRETE SEE SECTION 16070 - HANGERS & SUPPORTS.MAY NOT BE REQUIRED FOR PRODUCTS WHICH SECURE DIRECTLY
14. USE OF PREFORMED AND EMBEDDED CHANNELS FOR CABLE RACKS DETAIL E.
13. AT ONE SIDE OF MANHOLE ACCESS, PROVIDE LADDER TIE - OFF PER PLACING, FINISHING AND CURING REQUIREMENTS.
12. SEE SPECIFICATIONS FOR CAST-IN-PLACE CONCRETE FULL MIXING, COVER.LOCATE SUMP OUTSIDE VERTICAL CORRIDOR BELOW MANHOLE
11. MINIMUM 12" DIAMETER SUMP WITH REMOVABLE SLOTTED COVER. 10. PROVIDE MIN 12" COMPACTED AGGREGATE BASE COURSE.
EACH DUCT BANK PENETRATION.
9. PROVIDE ONE PULLING IRON ON EACH WALL ABOVE OR BELOW PROOFING. LEAVE EXPOSED TOP SLAB UNCOATED.
8. COAT EXTERIOR WALLS OF MANHOLE WITH BITUMINOUS DAMP
BITUMINOUS DAMP PROOFING.
7. COAT EXTERIOR WALLS AND BURIED TOP SLAB OF MANHOLE WITH WALL AROUND MANHOLE. PREFORMED KNOCKOUT PANELS. PROVIDE KNOCKOUTS ON EACH
6. INSTALL DUCT BANKS ONLY THROUGH BLOCKOUTS, WINDOWS OR SEE SPECIFICATIONS FOR CONNECTION REQUIREMENTS.
5. BOND DUCT BANK AND INTERIOR GROUND CABLE TO GROUND ROD.
CORRIDOR BELOW MANHOLE COVER.SLOTTED COVER. LOCATE SUMP OUTSIDE VERTICAL ACCESS
4. MINIMUM 12" DIAMETER x MIN 2" DEEP SUMP WITH REMOVABLE AND MAXIMUM 24" ON CENTER AROUND PERIMETER OF MANHOLE.
3. SPACE EMBEDDED CHANNELS TO CLEAR DUCT BANK KNOCKOUTS D (ALTERNATE 2).SUMP OR CONCRETE BALLAST TO RESIST FLOTATION, SEE SECTION
2. STANDARD MANHOLE BASE SHOWN. FOR MANHOLES WITH DEEPER (ALTERNATE 1).FOR MANHOLES WITH EXPOSED TOP SLAB, SEE SECTION C
1. MANHOLE ACCESS FOR BURIED MANHOLE SHOWN IN SECTION B. 15 15
PlotDate:12-JUL-202312:23:23PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
CE
JGB
00TE06
8660F1000TE06.dgn
ELECTRICAL
ggraham
180
CONDUIT
2"
DRAWINGS.SEE STRUCTURAL FOR CORE DRILLING. DIRECTION REQUIRED MIN SPACING IN EACH REINFORCEMENT AT 12"
SLABCONCRETE
APPLICABLE.HOUSEKEEPING CURB ASEM107 OR EQUIPMENT
SLAB
CONDUIT
SLAB
CONDUIT
(TURNING)
CONDUIT
SLAB
CONDUIT
EPOXY GROUTNON-SHRINKFILL WITH
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
ERIK M. BAHNEMAN
SEALED BY
ORIGINAL
**
CA PE NO. 19683
S101
S101
S101
EM163
S
TYP
CORE DRILLED PENETRATIONCONCRETE WALL
CONDUIT
CONCRETE WALL
CLR
2" MIN
FILL WITH NON-SHRINK GROUT
(NOTE 3)
SEE STRUCTURAL DRAWINGS.
REQUIRED FOR CORE-DRILLING.
SPACING IN EACH DIRECTION
REINFORCEMENT AT 12" MIN
GENERAL NOTES:
REFER TO STRUCTURAL DRAWINGS.REINFORCEMENT SPACING LESS THAN 2" IN EACH DIRECTION.
3. PROVIDE CAST-IN SLEEVE FOR PENETRATIONS IN WALLS WITH SURFACE PRIOR TO GROUTING.
2. APPLY EPOXY CEMENT BONDING AGENT OR ROUGHEN CONCRETE DRILLED OPENING AND REINFORCEMENT.OF REINFORCEMENT. MAINTAIN MIN 2" CLEAR BETWEEN CORE
1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS TYP
MIN CLR
GENERAL NOTES:
2. APPLY EPOXY CEMENT BONDING AGENT PRIOR TO GROUTING.
DRILLED OPENING AND REINFORCEMENT.OF REINFORCEMENT. MAINTAIN MIN 2" CLEAR BETWEEN CORE
1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS EM139
CONCRETE SLABCORE DRILLED PENETRATION
S
AROUND)
(TYP ALL
MAX 1 1/2"MIN 1"
TYP
KEY NOTES:
CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.
MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
PREVENT FLOTATION.
OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO
SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS
TYP
SEE DETAIL.
FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
PLACING CONCRETE.
MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE
WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE
1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.
NOTES:
EACH PAIR.
HORIZONTAL & VERTICAL SPACING SHOWN BETWEEN
4 WHERE MORE THAN 2 RUNS ARE STACKED, PROVIDE 3
21 3
1 1
2 MIN 1 1/2" CLEAR
MIN 2" CLEAR
MIN 1 1/2" CLEAR
TYP
REINFORCEMENT MAT
TOP STRUCTURAL
REINFORCEMENT MAT
BOTTOM STRUCTURAL
EM116
TYP
S
STACKED RUNSEMBEDDED CONDUIT IN CONCRETE SLAB
KEY NOTES:
CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.
MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
AND BOTTOM REINFORCEMENT MATS.
CENTER LARGEST DIAMETER CONDUIT BETWEEN TOP
SEE DETAIL.
FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
PLACING CONCRETE.
MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE
WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE
1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.
NOTES:
4 3
4 321
1 1
2 MIN 1 1/2" CLEAR
MIN 1 1/2" CLEAR
TYP
REINFORCEMENT MAT
TOP STRUCTURAL
REINFORCEMENT MAT
BOTTOM STRUCTURAL
TYP
TYP
PREVENT FLOTATION.
OR BOLSTERS. TIE CONDUITS TO SUPPORTS & ANCHOR TO
SUPPORT CONDUITS ON ADDED REINFORCEMENT CHAIRS
EM115
TYP
S
SINGLE RUNEMBEDDED CONDUIT IN CONCRETE SLAB
KEY NOTES:
PLACING CONCRETE.
MAINTAINED, CONTACT ENGINEER FOR INSTRUCTION'S BEFORE
WHERE HORIZONTAL & VERTICAL CLEARANCES CANNOT BE
1. MOVE CONDUITS TO AVOID CONFLICTS WITH WATERSTOPS.
NOTES:
SEE DETAIL.
FOR REQUIRED TOP AND BOTTOM COVER OVER REINFORCEMENT
CONDUITS = 4X OUTSIDE DIAMETER OF THE LARGER CONDUIT.
MINIMUM ON CENTER HORIZONTAL SPACING OF PARALLEL
SAME HORIZONTAL PLAN.
THAN DIAMETER OF THE LARGER CONDUIT IN THE
SPACING BETWEEN PARALLEL CONDUITS NOT LESS
WHERE CONDUITS CROSS, PROVIDE MIN HORIZONTAL
& MAINTAIN CLEARANCE SHOWN.
SUPPORT CONDUITS AT CROSSING TO PREVENT SAG
EACH PAIR.
HORIZONTAL & VERTICAL SPACING SHOWN BETWEEN
6 WHERE MORE THAN 2 RUNS ARE STACKED, PROVIDE 5
32 4
3 1 4
3 5
2 1
1 TYP
REINFORCEMENT MAT
TOP STRUCTURAL
REINFORCEMENT MAT
BOTTOM STRUCTURAL
TYP
TYP
MIN 1 1/2" CLEAR
MIN 2" CLEAR
MIN 1 1/2" CLEAR
CONDUITS TO SUPPORTS & ANCHOR TO PREVENT FLOTATION.
OCM METAL BAR SUPPORT PRODUCT TYPE OR EQUAL. TIE
SUPPORT CONDUITS ON ADDED REINFORCEMENT BOLSTERS,
EM117 EMBEDDED CONDUIT IN CONCRETE SLAB
TYP CROSSING RUNS
S
AROUND)(TYP ALLMAX 1 1/2"MIN 1"
PlotDate:12-JUL-202312:20:33PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
CE
JGB
00TE07
8660F1000TE07.dgn
ELECTRICAL
ggraham
181
1'-4" SQ
3"
10"
1"(TYP)
3/8"
6"
4'-0" MAX
1'-6" SQ
3"
1 1/2" (TYP)
EMBEDMENT
2'-6"MIN
4-#5 #3 @ 6"
GROUT 1" NON-SHRINK
BOLTS
ANCHOR 3/4 x 12 x 12
AL PL 5 SQ
GROUT 1" NON-SHRINK AL 5 SQ x 0.250 WALL 3/8 AL PL 1/2" RADIUS (TYP) ROUND CORNERS TO 1/4 AL PL
TYP DEVICE
5'-0"MAX
6'-6"MAX
5'MAX
4'-0" MAX
6"
6"
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
ERIK M. BAHNEMAN
SEALED BY
ORIGINAL
**
CA PE NO. 19683
C POST BASE
B SECTION
5 2
AL CS6 x 4.03
ROUND CORNERS TO 1/2"
4'-6"MAX
CL
CONC ANCHORS
1" NON-SHRINKGROUT
RADIUS (TYP)
#3 @ 6"
4 - #5
1/4
TOCENTEROFDEVICE
GROUT
1" NON-SHRINK
ANCHORS
EMBEDMENT
2'-6"MIN
AL PL
5/8"
4. WEIGHT OF DEVICE(S) SHALL NOT EXCEED 100 POUNDS.
3. USE STAINLESS STEEL FASTENERS FOR MOUNTING DEVICES.
2. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE PER SPECIFICATIONS.
1. WHERE SEPARATE FOUNDATION IS REQUIRED, SEE SECTION B.
NOTES:
C- ELEVATION -A
B- SECTION -C
C- SECTION
EM201
S
TYP
DEVICE SUPPORT AND MOUNTING
CL
CL
CL
1/4
1/4
1/4
GENERAL NOTES:
4. WEIGHT OF DEVICE(S) SHALL NOT EXCEED 300 POUNDS.3. USE STAINLESS STEEL FASTENERS FOR MOUNTING DEVICES.
SPECIFICATIONS.
2. COAT ALUMINUM SURFACES IN CONTACT W/ CONCRETE PER 1. USE ELEVATION B WHERE A SEPARATE FOUNDATION IS REQUIRED.
A- ELEVATION -C
C- SECTION
C- TYP
S
EM202 DEVICE SUPPORT AND MOUNTING
B- ELEVATION
CONDUIT
GROUT
NON-SHRINK
FILL WITH
3. PROVIDE 8" MINIMUM CENTER-TO-CENTER SPACING FOR CONDUITS.
AGENT IMMEDIATELY PRIOR TO GROUTING.
2. ROUGHEN SURFACE OF OPENING TO A 1/4" AMPLITUDE AND APPLY EPOXY CEMENT BONDING MAINTAIN MIN 2" CLEAR BETWEEN CORE DRILLED OPENING AND REINFORCEMENT.
1. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE LOCATIONS OF REINFORCEMENT.
NOTES:
CMU WALL
EM173
S
TYP
CORE HOLE PENETRATIONFULLY GROUTED CMU WALL
4 B- TYP EM211 OUTDOOR EQUIPMENT MOUNTING STAND
S
# KEY NOTES:
JUNCTION BOXES.
5. OPTIONAL HORIZONTAL SUPPORTS AND AVAILABLE SPACE FOR PREFORMED CHANNEL.ENCLOSURES THAT CAN BE MOUNTED DIRECTLY TO THE
4. PROVIDE ADDITIONAL PREFORMED CHANNEL SUPPORTS FOR
THE MOUNTING BOARD SHALL BE DESIGNED BY THE CONTRACTOR.DIRECTLY TO PREFORMED CHANNEL. EQUIPMENT ANCHORAGE TO WEIGHING LESS THAN 20 POUNDS THAT CANNOT BE MOUNTED
3. PROVIDE A MOUNTING BOARD FOR INSTRUMENTS AND DEVICES ENCLOSURES IS 1'-6".
2. MAXIMUM OFFSET TO THE CENTERLINE OF EQUIPMENT OR
SPACED VERTICAL SUPPORTS AT 4 FOOT MAXIMUM SPACING.
1. FOR MOUNTING STANDS WIDER THAN 4 FEET PROVIDE EQUALLY GENERAL NOTES:
PREFORMED SINGLE CHANNELS.CHANNELS. HORIZONTAL SUPPORTS SHALL CONSIST OF
5. VERTICAL SUPPORTS SHALL CONSIST OF PREFORMED DOUBLE
SPECIFICATIONS.METALS, ISOLATE DISSIMILAR METALS AS SPECIFIED IN THE
4. WHERE CONCRETE ANCHORS COME IN CONTACT WITH DISSIMILAR 3. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
SUPPORT.BOARDS SHALL NOT EXCEED 12 SQUARE FEET PER VERTICAL
2. THE TOTAL SURFACE AREA OF ALL EQUIPMENT AND MOUNTING DESIGN CALCULATION SUBMITTAL REQUIREMENTS.LIMITATIONS IN THIS DETAIL. REFER TO THE SPECIFICATIONS FOR EXCEEDS THE SPECIFIED DESIGN CRITERIA OR DIMENSIONAL SUBMIT DESIGN CALCULATIONS FOR EACH INSTALLATION THAT - MAXIMUM EQUIPMENT LOAD OF 100 LBS PER VERTICAL SUPPORT- RISK CATEGORY: III AND IV- SEISMIC DESIGN CATEGORY: A THROUGH D- NON -SPECIAL WIND REGIONS- WIND EXPOSURE CATEGORY: C120 MPH- BASIC WIND SPEED (3 SECOND GUST. 33 FEET ABOVE GROUND) : CHANNEL- STAINLESS STEEL OR HOT-DIPPED GALVANIZED PREFORMED FOLLOWING DESIGN CRITERIA.
1. AS SHOWN, THE MOUNTING STAND IS SUITABLE FOR THE
C- 3-1/4"
CHANNEL
PREFORMED
PLATE (TYP)
3-HOLE CORNER
PLATE (TYP)
4-HOLE TEE
SUPPORT (TYP)
VERTICAL
SUPPORT (TYP)
HORIZONTAL
3 1/2" MIN
3 BOARD
MOUNTING
1 1'-0"MIN
GROUT (TYP)
1" NON-SHRINK
AROUND)(TYP ALLMAX 1 1/2"MIN 1"
CHANNEL MOUNTING
POST BASE FOR DOUBLE PREFORMED CHANNEL
(TYP)
W/ 5" MIN EMBED.
CONCRETE ANCHOR
1/2" DIAMETER
PlotDate:12-JUL-202312:23:25PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
CE
JGB
00TE08
8660F1000TE08.dgn
ggraham
ELECTRICAL 182
FASTENER
SST 1/2"
FRAME
BUILDING STEEL
SIDING
BUILDING METAL
PLYWOOD
CEILING
DISCONNECT
JUNCTION BOX
POWER OUTPOWER IN/
CHANNEL
PREFORMED
CONDUIT
CHANNELPREFORMED ANCHORSWOOD
JOISTCEILING
DRYWALLCEILING
CONDUIT CLAMPCONDUIT
CHANNELPREFORMED ANCHORSWOOD
JOISTCEILING
DRYWALLCEILING
CONDUIT CLAMP
PLYWOOD
CEILING
18"
18"
6"
3"
EXPANSION FITTING
JOINT FILLER
COMPRESSIBLE
ALL AROUND.FROM BUILDING. 1" CHAMFERCONCRETE SLOPED AWAY
LB CONDUIT FITTING
OR FOUNDATION
FOOTING
SHOWN ON PLANS.CONCRETE ENCASEMENT WHERE
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
ERIK M. BAHNEMAN
SEALED BY
ORIGINAL
**
CA PE NO. 19683
6"6"
EQUIPMENT
TO
SOURCE
TO POWER
CONTROL
11 WALL UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
1. ALL SWITCHES AND RECEPTACLES SHALL BE EMBEDDED IN THE NOTES:
(OFFICE AREAS)
RECEPTACLE
NETWORK JACK AND
(OFFICE AREAS)INDIVIDUAL RECEPTACLE
FLOORFINISHED
DOOR FRAME TRIM
OF STROBE
7'-0" TO BOTTOM
FIRE
CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND
RECEPTACLE
VERTICALLY WITH SWITCH
THERMOSTAT, ALIGN
CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND
NETWORK JACK
12" MAX
4'-0" TO TOP
OF PLATES
HORN/STROBE
FIRE ALARM
STATION (WHERE REQUIRED)
FIRE ALARM MANUAL PULL
LIGHT SWITCH
EM725 OUTLET BOX MOUNTING
TYP
S
KEY NOTES:
KELLEMS GRIP
EQUIPMENT CABLE
JUNCTION BOX
CABLE TO FIELD WIRING.
TRANSITION FROM THE EQUIPMENT
PROVIDE TERMINAL STRIPS TO DETAILS.
CONDUIT AND CABLE SCHEDULE FOR
REFER TO THE ELECTRICAL DRAWINGS,
POWER AND CONTROL CONDUITS.
FOR NEMA TYPE.
3 REFER TO SPECIFICATIONS AND PLANS
3 21
1 2
2 TYP
S
EM315 SUBMERSIBLE EQUIPMENT
CABLE CONNECTION DETAIL
GENERAL NOTES:
KEY NOTES:
1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS. #
ABOVE GRADE
EM219 CONDUIT PENETRATION
TYP
2 1
EXPANSION FITTING.
2. DO NOT ATTACH THE CONDUIT TO THE BUILDING BEFORE THE BEFORE INSTALLATION.MANUFACTURER. SUBMIT TO ENGINEER OF RECORD FOR REVIEW SHALL INCLUDE CAULKING AND PLATE AS RECOMMENDED BY WEATHERTIGHT SEAL AROUND THE CONDUIT PENETRATION. SEAL
1. CONTRACTOR SHALL PROVIDE A WATERPROOF AND
TYP
S
EM221 DISCONNECT CONDUIT INSTALLATION
#
GENERAL NOTES:
KEY NOTES:
1. CONDUIT AND ENCLOSURE REQUIREMENTS AS SPECIFIED.
QUANTITY.
3. REFER TO CONDUIT SCHEDULE FOR CONDUIT SIZE, WIRE SIZE AND 2. SIZE CONDUIT IN ACCORDANCE WITH THE NEC.1. CONDUIT IS NOT INCLUDED IN THE CONDUIT SCHEDULE.
GRADE
#4/0 S.D.B.C.
CONTINUOUS LENGTH
ANTENNA MAST ONE
STEEL PIPE FOR
HEAVY WALL STAINLESS
TYP
ANTENNA
EG201
WEATHER GUARD CAP
BANDING (5' ON CENTER)STAINLESS STEEL ANTENNA MAST WITH 3/4" SECURE 1" CONDUIT TO MIN. 6" ALONG THE PIPE MID RUN.THE STRUCTURE EDGE, AND DISTANCED FOR MIN. 3' NEAR ATTACHMENTS SHALL BE STRUCTURE. PIPE SUPPORTING SECURE ANTENNA MAST ON CABLE.CONDUIT AND ANTENNA
BOOT TO SEAL AROUND
HEAT SHRINK RUBBER
1 2
DETAILS AND NOTES.
AND STRAP CLAMPS. REFER TO PLAN DRAWINGS FOR ATTACHMENT
2. SUPPORT STEEL PIPE ON STRUCTURE WITH PREFORMED CHANNEL
1. TO FIELD MOUNTED JUNCTION BOX.
KEYNOTE:
STRUCTURE
TYP
EM903
J 11/24/2021
ATTACHMENT TO STEEL FRAMING WALL
SIZE PREFORMED CHANNEL FOR CONDUITS INDICATED ON THE DRAWINGS.
KEY NOTES:
1 SINGLE JOIST
PARALLEL JOISTS
TYP
EM901
FOR ELECTRICAL CONDUITSCONDUIT SUPPORT ABOVE CEILING JOIST J 11/24/2021
TYP
EM902
J 11/24/2021
MOUNTING DETAILANTENNA MAST
1 2
3 3
3 PlotDate:12-JUL-202312:24:04PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
CE
JGB
00TE09
8660F1000TE09.dgn
ggraham
ELECTRICAL 183
CONDUIT "LL"
HAND RAIL
MOUNTING STAND
SENSOR CABLE
WEIR
DASSEMBLY
SWING MOUNTED
FLOW TRANSMITTER
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
BRETT A. LEE
SEALED BY
ORIGINAL
**
CA PE NO. 22911
J
NA901
TYP
03/8/2023
PIPE MOUNTING STAND - WEIR LEVEL PROBE
LC
FLOW SWITCH
THERMAL
FLOW STREAM
EXTEND TO CENTER OF
SENSING ELEMENTS TO
PROCESS CONNECTION.PROVIDE 3/4" NPT FEMALE
FLEXIBLE CONDUIT
TYP
S
NF111 THERMAL FLOW SWITCH MOUNTING DETAIL
STRAIN RELIEF
HIGH ALARM FLOAT
PUMP-ON FLOAT
PUMP-ON FLOAT
ANCHOR
PVC COATED
TYP
S
NL108 LEVEL FLOAT WITH CHAIN
FLOAT CLAMP (TYP)
PUMP OFF FLOAT
1. NUMBER OF FLOATS AS SHOWN ON DRAWINGS.
NOTES:
PVC COATED CHAIN
CARABINERCHAIN
PIPE CAP
STRAIN RELIEF
PIPE CAP
LEVEL
HANGING POSITION HIGH
FLOAT SHOWN IN FREE
ANCHOR
APPROVED STRAP AND
SECURE PIPE TO WALL WITH
WALL EVERY 36"
SECURE PIPE TO
(TYP)
EVERY 36"
CABLE TIE
TYP
S
NL101 FLOAT SWITCH INSTALLATION
1-#8 XHHW-2
GROUND TERMINAL
TRANSMITTER
FLEXIBLE CONDUIT
1-#8 XHHW-2
POWER CONDUIT
SIGNAL CONDUIT
GROUND RINGS
4 2
4 3
1 3
2 1
TYP
S
NF136
GROUNDING DETAILINTEGRAL MAGNETIC FLOWMETER
KEY NOTES:
5 5
METER PIPE
5 CONNECT TRANSMITTER GROUND TERMINAL TO GROUND RINGS.CONNECT METER BODY TO EARTH GROUND POTENTIAL.MAGMETER.
EQUALIZE POTENTIAL VIA GROUND RINGS BETWEEN FLUID AND
5 PROVIDE BONDING JUMPER ON CONDUCTIVE PIPES.
EARTH GROUND AND TRANSMITTER GROUND TERMINAL.
CONTRACTOR SHALL VERIFY ZERO POTENTIAL BETWEEN FLOW TUBE,
POSITION PUMP OFF FLOAT
SUBMERGED (OPERATED)
CONCRETE BOTTOM
SOCKET OR ROD IN
PUMP-ON FLOAT
HIGH ALARM FLOAT
PUMP-OFF FLOAT
STRAIN RELIEF
CABLE TIE (TYP)
TYP
S
NL100 FLOAT SWITCH INSTALLATION
GENERAL NOTES:
2. FLOATS SHOWN IN FREE HANGING POSITION.
P&IDS.
1. NUMBER OF FLOATS SHALL BE AS SHOWN ON SCHEMATICS AND
SAMPLE LINE
DRAIN
REAGENT
TYP
R
NA090 SAMPLE PANEL PLUMBING DETAIL
# KEY NOTES:
1 3 2
1 4
DRAIN
PROCESS
4 ALARM 2ALARM 1
SYSTEM
ALARM
ANALYZER
CHEMISTRY
TYPICAL WET
7 5. PROVIDE GLOBE VALVE FOR FLOW CONTROL. 4. PROVIDE AIR GAPS FOR ALL DRAINS.3. MINIMIZE SAMPLE LINE LENGTH TO KEEP SAMPLE FLOW LAG TO A MINIMUM.
INSTRUMENT.
2. PROVIDE ISOLATION VALVE AND ROTAMETER WITH FLOW CONTROL FOR EACH EXCEEDING 40 PSI.
1. PRESSURE CONTROL VALVE AND GAUGE ARE REQUIRED AT PRESSURE 11/9/2022
TYP
S
NF130
#
GENERAL NOTES:
KEY NOTES:
THE MECHANICAL DRAWINGS FOR INSTALLATION.
4. FOR METERS SPECIFIED WITH ZERO DIAMETER FEATURE, REFER TO 3. MOUNT METER SO THAT IT REMAINS FULLY FLOODED.
OPPOSITE SEQUENCE.
2. ALWAYS TIGHTEN FLANGE BOLTS UNIFORMLY AND IN DIAGONALLY OR DAMAGE THE LINE.OVERTIGHTENING THE FASTENERS WILL DEFORM SEALING FACES SETTINGS. DO NOT OVER-TORQUE FLANGE BOLTS.
1. FOLLOW MANUFACTURER'S RECOMMENDED MAXIMUM TORQUE
THE METER.DIAMETERS UPSTREAM AND 3 PIPE DIAMETERS DOWNSTREAM OF
2. INSTALL METER SUCH THAT THERE ARE NO PIPE BENDS FOR 5 PIPE SHALL BE INSTALLED AT THE METER HOUSING.
1. PIPE SUPPORTS BY MECHANICAL CONTRACTOR. NO SUPPORTS
MAGNETIC FLOWMETER MOUNTING DETAIL
1 2 2
FLOW
NOTES:
HORIZONTAL PIPE AS INDICATED ON THE PLAN DRAWINGS.
1. MOUNT THE SWIVEL / PIVOT / PIPE CLAMP ASSEMBLY TO A GUARDRAIL OR PlotDate:12-JUL-202312:21:32PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICAL
8660F10
crollins
00TN01
8660F1000TN01.dgn
TYPICAL DETAILS
BAL
INSTRUMENTATION 184
TRANSMITTER
DIFFERENTIAL PRESSURE
MANIFOLD
5-VALVE COPLANAR
SEAMLESS TUBING
ONE-PIECE,
TWO 1/2" DIAMETER
LOW PRESSURE TAPCONTRACT DOCUMENTSAS REQUIRED BY THE 2" PROCESS CONNECTION OR HIGH PRESSURE TAPCONTRACT DOCUMENTSAS REQUIRED BY THE 2" PROCESS CONNECTION OR DOCUMENTS (TYP)REQUIRED BY THE CONTRACT 2" FULL-PORT BALL VALVE OR AS 5FT.
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 PIECETO ACCOMMODATE CORE DRILL CONCRETE
PLUG VALVEBALL OR
BALL OR PLUG VALVE
DIAPHRAGM SEAL
PLUG
BALL OR PLUG VALVE
PLUG VALVEBALL 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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
BRETT A. LEE
SEALED BY
ORIGINAL
**
CA PE 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 DETAILDROP-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 TRANSDUCERANCHOR WEIGHT DETAIL
TYP
NP188
S
WITH COPLANAR MANIFOLDDIFFERENTIAL PRESSURE TRANSMITTERGAS 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 DETAILRADAR 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 DETAILPRESSURE 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
PlotDate:12-JUL-202312:21:57PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICAL
8660F10
crollins
00TN02
8660F1000TN02.dgn
TYPICAL DETAILS
BAL
INSTRUMENTATION 185
1 0'-0"
5'-0"
"L"/2
"L"/2
9" MIN
0.25 Ø
8" MIN
12"
3'-0"(MIN)
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE 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 PREVENTFLOTATION OF PIPE
THICKNESS
FILL ANNULAR
B
2 A
2 CASING PIPE WITH
PIPE SIZE AND TYPE AS PER SPECIFICATIONSCONTACT GROUTSPACE WITH CASING SPACER S
0.500" MINIMUM WALLMINIMUM 30" STEEL
MICROTUNNEL STEEL CASING
SHEET 1 OF 3
CASINGBOTTOM OF LUBRICATE
CARRIER PIPEINDICATED ON THE DRAWINGS
STAGGERED AT 10'-0" OCGROUT 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 SOILOBTAIN BEARING AREA AGAINSTLENGTH "L" AS REQUIRED TO
SLOPEMAXIMUM
2 1
TOOBTAINBEARINGAREA
ADDITIONAL EXCAVATION IF NECESSARY
FORCETHRUST
OBTAIN BEARING AREA AGAINSTLENGTH "L" AS REQUIRED TOUNDISTURBED SOIL
AGAINSTUNDISTURBEDSOIL
TO OBTAIN REQUIRED BEARING AREA
"H"ASREQUIRED
THRUST FORCE
"L"/2 "L"/2
"L"/2 "L"/2
OBTAIN REQUIRED BEARING AREAOR SLOPE UP IF NECESSARY TOPLACE 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 SOILOBTAIN BEARING AREALENGTH "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
SHOULDERBEGINNING OFPAVEMENT, ORFACE, EDGE OFEXIST GUTTER
AND IN OPEN AREAS
OUTSIDE ROADWAY
AND PAVED AREAS
IN ROADWAYS
SHEET 1 OF 2
ON THE DRAWINGSELEVATION INDICATEDGRADE / GRADE TOMATCH EXISTING
STABILIZATION FABRIC
PIPEOD
AREAPAVEMENT IN THISAND REPLACETHAN 3'-0", REMOVEVARIES. IF LESS SEE NOTE 2SLOPE
SEE NOTE 1SHORING
08/19/22
02742A AND NOTES 3-4.PER SPECIFICATION SECTION SHALL BE ROAD STRUCTURAL WHICHEVER IS GREATEROR 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 CLSMCLASS 2 AB AT 95%
PER SECTION 02003TO TOP CENTER OF PIPES TRACER WIRE ATTACHED INSULATED COPPER AWG NO. 10 THWN SECTION 02050SOIL AS SPECIFIED IN BACKFILL WITH NATIVE
WITH SECTION 02318BEDDING - 6" (MIN) IN ACCORDANCE
J
SECTION 02318DIRECTED 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
PlotDate:12-JUL-202312:20:29PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICALS
TYPICAL DETAILS
8660F10
eparker
PIPING
00TP01
8660F1000TP01.dgn
JD
186
OFFSET AS SHOWN ON PLANS
RECESSED LOCK
1'-4"
1'-4"
3"
3"
18"MAX'
6"'
6"MIN
TRENCH
6" MINIMUM (TYP) "X" + 4" MIN
"X"
10'-0"
1'-0"
1'-0"
VARIES
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE 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 89
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.
LINING WITH
2" COPPER TUBING WITH RESTRAINED JOINTS AND CEMENT MORTAR 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.
AC PAVEMENT
ELEVATION
2 4
5 1
3 7
8 9
6 13
14 12
15 1
B
FIN GR
VARIES
2"
2%MINIMUM
SLOPEUP
(TYP)
TYPE K, RIGID
COPPER TUBING,
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" STUDSTAB WITH HOLESANCHOR BOLT
FRAME
DOOR
STEEL
TYP
CY745
HINGES
INTERNAL
SN SHEET 3 OF 4
OF STEEL BODYBONDED TO INSIDE INSULATION MINIMUM R-8
MINIMUM 25 SQ INALONG 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
123456
10 98
7 12
13 11
1416
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. PIPE6" 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 FLDETAIL 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
WIDTH
PLAN
UNDISTURBED SOIL
SECTION
DIA = VALVE BOX ID MINUS 1/8"
VALVE STEM EXTENSION
VALVE SUPPORT
VALVE ENDS FOR TYPEOF 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 HATRUBBER VALVE
EXTENSIONVALVE STEM
CONCRETE SLAB
10' x 10'
ACTUATORVALVE
#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
CY745
RN SHEET 4 OF 4
AIR/VACUUM VALVE ASSEMBLY - ABOVE GRADE
08/22/22
TYP
08/22/22
CY745
RN SHEET 2 OF 4
AIR/VACUUM VALVE ASSEMBLY - ABOVE GRADE
TYP
MP100
PIPE SUPPORT
CONCRETE
TYP
MP100
(TYP)
PIPE SUPPORT
CONCRETE
VALVE BODYSHALL NOT REST ON CI VALVE BOX. BOX 5 1/4" DIA. SLIP TYPE VALVE BODYSHALL NOT REST ON CI VALVE BOX. BOX 5 1/4" DIA. SLIP TYPE PlotDate:12-JUL-202312:21:29PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICALS
TYPICAL DETAILS
8660F10
PIPING
00TP02
8660F1000TP02.dgn
JD
187
obonafoux
6"
6"
ELEVATION
GROUND
DISTANCE2" MIN CLEAR
DIAMETERSMIN 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 METERSTRAIGHT LENGTH OF PIPEPROVIDE 5x DIAMETER 5'-0" MIN 5'-0" MIN
2'-0"MIN
5'-0" MIN 5'-0" MIN
2'-0"MIN
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE 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
1011
EXISTING GRADE
FLUSH WITH
11 TRENCH 18" BELOW GRADEIN 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
1110
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 3METER BOX 2METER BOX 1
RESTRAINED PVC PIPE END CAP
COMBINATION PRV/CHECK VALVE (REFER TO SECTION 15118)
WATER METERWATER METER STRAINER
REDUCER (FLANGED)
90° FLANGED OR FLANGE/MECHANICAL JOINT90° 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
BRANCH
(NO JOINTS IN THIS AREA)
INTHISAREA)
(NOJOINTS
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
BRANCH
(NO JOINTS IN THIS AREA)
INTHISAREA)
(NOJOINTS
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 12 890° 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 PIPEWIRE DIRECTLY ONINSTALL LOCATING
A MINIMUM RADIUS OF 30 PIPE DIAMETERSALL BENDS IN PLASTIC PIPE SHALL HAVE
MATCH METER SIZE)
DIAMETERS (SIZE SHALLPVC SCH 80, MIN 2 PIPE
STRAINER/METERINSTALL 1 1/2" COMBINED
3/4" AB
PlotDate:12-JUL-202312:21:22PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICALS
TYPICAL DETAILS
8660F10
eparker
PIPING
00TP03
8660F1000TP03.dgn
JD
188
4 '-6"5'-1
0"
2"
1"
2"
3"(TYP)
1"
2"
6'-0"
2'-0"
12"
3'-0"
2'-0"
5'-0"
4" MIN.
4"MIN
.
REV DATE BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
8660F.10
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
PER DETAIL MP100/TYPSECURE PIPE TO WALL
SHOWN ON PLANEQUIPMENT AS DRAIN FROM HVAC
WALL CONSTRUCTION TYPE.ARCHITECTURAL DRAWINGS FORREFER TO STRUCTURAL AND 1" AIR GAPFRP GRATING
PEA SIZE GRAVEL
FOR DISTANCEREFER TO HVAC PLANS
ON DRAWINGS
AS INDICATED
18" OR
GROUT AT INLET
EARTH
TYP
S055
TYP
MP544
FABRICSOIL 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 STATICBY 2+1"PRESSURE DIVIDEDFAN TOTAL STATIC
UNIT CONNECTIONPIPE SIZE SAME AS
PLUG AND ADAPTER
AIR HANDLING UNIT
SEE PLANFOR CONTINUATION
VENT
IF SHOWN ON DRAWINGSTO DRYWELL
UNIT CONNECTIONPIPE SIZE SAME AS
C
2 PLUG AND ADAPTER
AIR HANDLING UNIT
SEE PLANFOR CONTINUATION
VENT
IF SHOWN ON DRAWINGSTO 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 VALVEBO BLOWOFFLETTERS 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
MIN
RW PIPE
EXISTING UTILITYEXISTING UTILITY
RW PIPE
CY922
TYP
GAS LINE CROSSING
J 10/06/14
PERPENDICULAR CROSSING
PARALLEL ALIGNMENT
MIN
RW PIPE
EXISTING GAS LINEEXISTING GAS LINE
RW PIPE
TYPESAPPURTENANCE DECALS PER CUSTOM POST RECYCLED WATERDECALS FOR STANDARD RHINO BACKFILLEARTH NATIVE PlotDate:12-JUL-202312:22:15PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICALS
TYPICAL DETAILS
8660F10
PIPING
00TP04
8660F1000TP04.dgn
JD
189
eparker
"D"
VARIES.
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 THREADSLENGTH 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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE NO. 76832
1/4
#3 TIES @ 4" 2'-O
"MAX.
HOLES
1/2" PL TO MATCHELBOW OR TEE BASE
TOP OFPEDESTAL
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.AFTERSUPPORTSHOT-DIP GALV
BONDING AGENTPORTLAND CEMENTWITH EPOXY RESIN/1/4" AMPLITUDE AND COATROUGHEN 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 PEDESTALPIPE SUPPORT - BASE ELBOW OR TEE - DUCTILE
PIPE SUPPORT
MAX 1
BRACING ANGLE TO
MAX 1
DO NOT CONNECTTO METAL DECK.FOR CONNECTION OF
2 2
U-BOLT
TRANSVERSE BRACE
LONGITUDINAL BRACE
1/41/4
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 CLEVISPIPE SUPPORT - OVERHEAD ROD W/ ADJUSTABLE 1/8" THICK 40 DUROMETER
ANCHOR BOLTS. SEE SCHEDULE
STRUCTURE
SUPPORT FOOTINGOR STRUCTURE
#4 EF
FOR SIZE.STRAP. SEE SCHEDULE
1" NON-SHRINK GROUT
NEOPRENE PAD. BOND TOPAINTED 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
COVERPLASTIC
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 FEET10 FEET10 FEET10 FEET
68 1012
3/47/87/87/8
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. PLACETUBE PERPENDICULAR TO ROOF DECK SPAN. TACK WELD TO DECK.
NUT AND 1/8" x 3" x 3"PLATE WASHER
CONCRETEJOIST ORBEAM
AT CONC JOIST
AT CONC SLAB AT METAL DECK
OR BEAM
FOR PIPESSMALLERONLY
ROD ROD
CONC INSERT
BUILT-UP ROOFING
ADJUSTABLE RING HANGER FORADJUSTABLE 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 CLEVISPIPE SUPPORT - OVERHEAD ROD W/ ADJUSTABLE L 6 x 6 x 1/2. TRIM AS REQD.BOLT HOLES TO MATCHRESPECTIVE 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 26 2 1/28 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 FLANGEPIPE 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 SADDLEPIPE SUPPORT - POST ON CONCRETE: ADJUSTABLE PlotDate:12-JUL-202312:23:12PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICALS
TYPICAL DETAILS
8660F10
PIPING
00TP05
8660F1000TP05.dgn
eparker
JD
190
A
SREQUIRED.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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE 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 MOUNTEDON 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" OCMAXIMUM ON BOTH WALLS OF ALL PIPE TUNNELS
EXISTING EQUIPMENT
FIN, SEE NOTE 1EXISTING EQUIPMENT
MAINTAIN 2" MINIMUM CLEAR DISTANCE BETWEEN THE FIN AND THE PIPE.
1. LOCATE PIPE SUPPORTS BETWEEN EQUIPMENT FIN PROJECTIONS AND NOTES:
AS REQUIREDPVC SPACER
MAX 4" PIPE
MAX 1" PIPE
CONC ANCHOR
ONE HOLE PIPE CLAMP
CONC OR GROUTEDMASONRY 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 CLIPSPIPE SUPPORT - WALL - PREFORMED CHANNEL
HOT-DIP GALVANIZED
WHERE INDICATED ON THEDOUBLE HANGER SUPPORT
BRACING, SEESHEET 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:
MIN6"FOR SEISMIC BRACING, SEE
DOUBLE BEAMPIPE SUPPORT - OVERHEAD TRAPEZE -
L 3 x 3 x 1/4
PIPESPARALLEL TOROOF BEAM
EACH LEVEL EVERY OTHERLONGITUDINAL BRACE:
1/2" PL
1/2" PL
L 3 x 3 x 1/4
1/41/4
1/2" PL
MAX
(TYP)
2 1
1/41/4
(TYP) -A -A
TO PIPESPERPENDICULAR
B ROOF BEAM
ALSO - SEE ALSO - SEE C
BENT FB 1/2 x 3
C8 PIPE SUPPORT
1/41/4 -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 WITHTRANSVERSE 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 OFTRANSVERSE 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 BEAMPIPE SUPPORT - OVERHEAD TRAPEZE -
TYP
MP185
TYP
12/01/22
MP272
J
PIPE RACK AT EXISTING EQUIPMENT
3/16 3-12 EACH END
WELD AT3 INCH LONG
L 3 x 3 x 1/4 (TYP)
1 1
MIN
3/163/16
22 BOLT THRU SUPPORT
COPE ANGLE TO CLEARPIPE AS REQUIRED
22 1/41/4
22 3/163/16
TYPBOTHLEGS
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 FLANGESPIPE SUPPORT - WALL - VERTICAL PIPE ON PlotDate:12-JUL-202312:22:46PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICALS
TYPICAL DETAILS
8660F10
eparker
00TP06
8660F1000TP06.dgn
PIPING
JD
191
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE 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 AND9" 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. CLTYP S180
SOIL SIDE OF WALL
OF WALLINTERIOR 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:
IIIIII
SEE NOTE 2.
0-6,000#
PIPE THRUST.
OF CONNECTION
II
I
TYPE
35422
NO.
DUCTILE IRON
FINGER TIGHTEN NUTS AGAINSTANCHOR 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 PENETRATIONUNRESTRAINED PVC AWWA C900 PIPE FLEXIBLE N SHEET 1 OF 2
TYP
03/02/15
MP370
CONNECTION AT WALL PENETRATIONUNRESTRAINED 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 SUFFICIENTCONCRETE TO ALLOW BARS TOBE BENT TO THIS SLOPE. (TYP) 1/2" CLEAR MAXIMUM
"A"
WATERSTOPHYDROPHILICCL WALL AND
FIELD BEND BARS TO INSIDETHE SLOPE OF THE BENT BARSSHALL NOT EXCEED AN OFFSET 6" MIN LAP (TYP)
INSIDE LAYER OF REINF BARS.
TYP
FIELD ASSEMBLE COMPLETEANNULAR RING IN WALLFROM ANNULAR RING SEGMENTS. FIELD WELDENDS OF ANNULAR RINGSEGMENTS TOGETHER WITHFULL PENETRATION GROOVEWELDS.
OUTSIDE LAYER OF REINF
66 SEE TABLE FOR DIMENSIONS.
CONCRETE.AGENT PRIOR TO PLACING NEWRESIN/PORTLAND CEMENT BONDINGCONCRETE SURFACE WITH EPOXYDAMAGE ANY EXISTING REINF. COATSHOWN. DO NOT OVERCUT ORSHOWN. CUT EXISTING REINF ASREMOVE EXISTING CONCRETE AS TO RINGS; TYP
HORZ REINF BARS
WELD VERT AND
DIAMETER AND LOCATION OF PIPE AS INDICATED ONTHE DRAWINGS OF AREA WHERE CONCRETEGRIND OR SAW CUT EDGESWILL BE REMOVED AMINIMUM OF 1/2" DEEP.DO NOT CUT REINFORCINGBARS. DO NOT CUT PASTEDGE OF OPENING.
CONCRETE.SMALL AGGREGATE REPAIRREPAIR 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 PLACEMENTx CONT SMOOTH SURFACE ATWATERSTOP. GRIND 1 1/2" WIDEHYDROPHILIC 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
ADDITIONALREINFORCING
SEALING COMPOUND
GROUT ALL AROUND
TYP
08/01/05
MP302
NS
SLEEVE INSTALLATION THROUGH DRY WALLS ANDFLOOR SLABS
CONCRETE WALL OR SLAB MASONRY WALL
WITH SYNTHETIC RUBBER
POINT MORTAR AT WALLSAND 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
IIIIII
SEE NOTE 2.
0-6,000#
PIPE THRUST.
OF CONNECTION
II
I
TYPE
35422
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
RESTRAINEDPIPE 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
PlotDate:12-JUL-202312:23:00PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
TYPICALS
TYPICAL DETAILS
8660F10
00TP07
8660F1000TP07.dgn
PIPING
JD
192
vpetersvargas
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/10/2023
BRIAN W. AVON
SEALED BY
ORIGINAL
**
CA PE 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-BSEAL (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 SEALSWALL PENETRATION - CAST-IN SLEEEVE
C- TYP PIPE SUPPORT
J -C SECTION MP637 TYP 12/01/22 MP544NS
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 SEALSWALL PENETRATION - CAST-IN SLEEVE
FOR NPT NIPPLE.
4" FLANGED OUTLETOR SERVICE SADDLE
AIR/VACUUM OR AIRRELEASE VALVE
PLUG VALVE
FOR STEEL PIPE, USETHREADOLET OR HALFCOUPLING
DRAIN. SUPPORT ASREQUIRED.
4" 150 LB BLINDFLANGE. DRILL AND TAP
UNION
BIRD SCREEN COVERINGEND. TYPE 304 SSTSCREEN WITH 16 x 16MESH AND 0.041 WIRE DIA.
PIPE AS INDICATED ONTHE DRAWINGS
AIR/VACUUM AND AIRRELEASE VALVE.
DRAIN
6" AIR GAP
1/2" DISCHARGE
NIPPLE. SIZE PER
ROUTE PIPE TO NEAREST
TYP
12/01/22
MP898
SMALLER VALVEPIPING - VALVE - VACUUM AND AIR RELEASE: 3" AND PlotDate:12-JUL-202312:20:06PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CECE
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 FLANGEBOLT 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
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE 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
BONDBOND
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 BEFORE6" 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 BARSOUTSIDE 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 LAPTHAN 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 GROUNDWATERLEVEL. 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 2MORE THAN 2
#10
#9
MORE THAN 2MORE THAN 2
#8#7
MORE THAN 2MORE THAN 4
#6#5
43 33625650
484238
302620
242016
MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 1MORE THAN 1 MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 2 MORE THAN 2 MORE THAN 4 69 54MORE THAN 2MORE THAN 2
TYP
S 03/12/19
S101 REINFORCED CONCRETE NOTES
SHEET 3 OF 3
*
114* 88*
*******
81706254373125
104*
*****
32*4048708190
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 ORANCHORAGE INTO SUPPORTS IN ACCORDANCE WITH ACI 318 AND ACI 350.DISPLACEMENT AS REQUIRED.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONCRETE COVER OVER #11 ANDSMALLER REINFORCING BARS SHALL BE AS FOLLOWS:
FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES FOR DRY CONDITIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM REINFORCEMENT OFCONCRETE WALLS OR SLABS SHALL BE AS FOLLOWS. CONTACT ENGINEER FORLOCATIONS 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" 77
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
PlotDate:12-JUL-202312:21:18PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS01
STRUCTURAL
8660F1000TS01.dgn
KP
194
JKN
kjackson
"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
EQ
SLABEQ
2" CLR (TYP)
LAPSPLICELAPSPLICE
0" (TYP AT LAPS)
LAPSPLICE
0" (TYP AT LAPS)
LAPSPLICE
LAPSPLICELAPSPLICE
0" (TYP AT LAPS)
LAPSPLICE
0" (TYP AT LAPS)
LAPSPLICE
4"COVERATWSTP
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE 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 THICKNESS
DETAIL
SUBGRADE -B -A
CL EXPANSION JOINT
TO SUBGRADEJOINT MATERIAL EXTEND EXPANSION
WATERSTOP. NOTE 1.
DETAIL
JOINT MATERIALEXPANSION
MORE THAN 1/2"
THAN 1/4" & NOT
NOT LESS
"W" /2 BUT
RUBBER FILLER
SYNTHETIC SPONGE
EXPANSION JOINT
GAPMIN 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"CLR
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"CLR
BARSAT"S"
4"4"
(TYP)
BARSAT"S"
4"4"
(TYP)
BARSAT"S"
4"4"
(TYP)
BARSAT"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"CLR
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"CLR
BARSAT"S"
4"4"
(TYP)
BARSAT"S"
4"4"
(TYP)
BARSAT"S"
4"4"
(TYP)
BARSAT"S"
4"4"
SECTION - "W/ WSTP"
NOTE 2 NOTE 2
NOTE 9
NOTE 9NOTE 10
DRAWINGS
INDICATED ON THE
SPACING AS
REINF SIZE AND
WALL AND SLAB
NOTE 10
CONSTRUCTION JOINT - WALLS
S, N
WALL HEIGHTELEVATIONS 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
PlotDate:12-JUL-202312:22:23PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS02
KP
STRUCTURAL
8660F1000TS02.dgn
195
JKN
kjackson
0"
0"
0" LAP
SPLICE
LAPSPLICE
0"
0"0"
2"CLR
0"
LAP SPLICE
0"
0"
LAPSPLICE
1 BAR DIA CLR
2"CLR
0"
LAPSPLICE
0"
LAP
0"
LAPSPLICE
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
LAPSPLICE
LAPSPLICE
LAPSPLICE
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
SIDE OF OPENING (TYP)ADD BARS ON EACH
ALTERNATEDIRECTIONOF 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
BARSAT"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 8NOTE 8
NOTE 8
NOTES 3 & 4 NOTE 6
NOTE 2
NOTE 9
NOTE 8
NOTE 8NOTES 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 & 4NOTES 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
*
*
*
INTERRUPTED
(TYP)
(TYP)
"X"/2 (TYP)
"X" (TYP)
ON THE DRAWINGSBARS AS INDICATED
BARS(TYP)
BARS (TYP)
INTERRUPTED
CIRCULAROPENINGRECTANGULAROPENING
NOTES:
THAN 12" THICK.EACH FACE FOR WALLS AND SLABS GREATERAND SLABS 12" THICK OR LESS. PROVIDE 1 SETPROVIDE 1 SET OF DIAGONAL BARS FOR WALLSADD 4 - #5 x 5'-0" DIAGONAL CORNER BARS.
TYP
03/12/19
S180
CONCRETE SLABS OR WALLSADDITIONAL 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
EXISTINGCONCRETE
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 DRAWINGSOTHERWISE INDICATED LAP SPLICE, UNLESS
EMBEDMENT LENGTHSEE DRAWINGS FOR
SIZE AND SPACINGREINFORCING BAR SEE DRAWINGS FOR
CEMENT BONDING AGENTEPOXY RESIN/PORTLANDAMPLITUDE AND COAT WITHROUGHEN CONCRETE TO 1/4"
THREAD ROD SIZE AND SPACINGSEE DRAWINGS FOR ALL
EMBEDMENT LENGTHSEE DRAWINGS FOR
B- (TYP
)
NOTE 5
T.O. SLAB
SLAB AT 1 SIDE SLAB AT 2 SIDES
(TYP)B
ARSAT"S"
4"4"
SECTION - "W/ WSTP"
3"3"
3"
A- SECTION
(TYP)BAR
SAT"S"
4"4"
NOTE 5 T.O. SLAB
NOTE 5
SLAB AT 1 SIDE SLAB AT 2 SIDES
(TYP)BAR
SAT"S"
4"4"
TYP
N 07/21/16
S162 V-GROOVE JOINT
PlotDate:12-JUL-202312:22:31PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS03
STRUCTURAL
8660F1000TS03.dgn
KP
kjackson
196
JKN
LAP SPLICE
12"
12" (TYP)
SEE NOTE 1
6" MIN (TYP)
1/4"
1/4"
"D"
10x"D"MIN
COVER
3"MIN
2" CLR (TYP 4 SIDES)
AROUND4" 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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE 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
NOTE1
NOTE3
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"CLR
1"
NOTE27"MIN
SLAB
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" MINTHE DWGS INDICATED ONTHICKNESS AS
GRADEFINISHED
SUBGRADEPREPARED #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 THICKNESSSEE 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 SKIDEQUIPMENT BASE, BASE PLATE,
BASE PLATE, SOLE PLATE, OR SKIDALL AROUND EQUIPMENT BASE,COMPOUND BEAD CONTINUOUSSYNTHETIC 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
HEIGHT
EXISTING CONC
"D"
#5 @ 12" (TYP 4 SIDES)
3/4" CHAMFER
2"CLR
BONDING AGENTPORTLAND CEMENTCOAT WITH EPOXY RESIN/1/4" AMPLITUDE ANDROUGHEN CONCRETE TO 12/29/2017
SKIDPLATE, SOLE PLATE, OR EQUIPMENT BASE, BASE
NOTE4
NOTE 5#5 @ 12" (TYP 4 SIDES)
DETAIL S322/TYPDETAIL S320/TYPGROUT. SEE1 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 FORMSHEAD BOX ON ONE
EQUIPMENT
SEE NOTE 5
"T
FORMS "GROUT
FOUNDATIONEQUIPMENTCONCRETE
HEREPOUR GROUT
SEE NOTE 6.NON-SHRINK GROUT.
EPOXY BOND TO CONCRETE.CIRCULAR STEEL WASHER.
SEE NOTE 7
OR SKIDSOLEPLATE,BASEPLATE,EQUIPMENT BASE,
SEE NOTE 4
"T"
(TYP)
WITH NON-SHRINK GROUT
12/15/20
AS INDICATED ON DRAWINGSEQUIPMENT 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 FORMSHEAD BOX ON ONE
EQUIPMENT
SEE NOTE 5
"T"
"T
FORMS "GROUT
FOUNDATIONEQUIPMENTCONCRETE
HEREPOUR GROUT
EPOXY BOND TO CONCRETE.CIRCULAR STEEL WASHER.
SEE NOTE 7
OR SKIDSOLEPLATE,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 DRAWINGSEQUIPMENT 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
MIN
12"
MIN
4"
PlotDate:12-JUL-202312:24:12PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS04
STRUCTURAL
8660F1000TS04.dgn
kjackson
KP
197
JKN
NOTES 2, 4
"W"
8" (TYP)
"H".
3/4" CLR 3/4" CLR
OPENING DIAMETER = "D" + 3"
1" MAX1/2" 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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
NOTES:
THE DRAWINGSDEPTH AS INDICATED ONANCHOR BOLT EMBEDMENT
DEPTH.ANCHOR BOLT EMBEDMENTGREATER OF 6" MIN ORBOLT. DIMENSION EQUAL TOGROUT ALL AROUND ANCHORIF WALL PARTIALLY GROUTED, DRAWINGS.INDICATED ON THEAND LOCATION ASANCHOR BOLT. SIZE "D"
SIZE AND LOCATIONS.FOR TYPICAL HORIZONTAL BARBOND BEAM (TYP). SEE DRAWINGS NOTE 6 (TYP)NOTE 1 (TYP)
OF WALL.CLARITY. PLACE HOOK IN PLANEROTATED 90° OUT OF POSITION FOR180° STD ACI HOOK. HOOK SHOWN NOTE 6 NOTE 6
"R" (TYP)
(TYP)
SEE
FOUNDATION
MASONRYBLOCKWALL -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 OFBOND BEAM TOP
SPLICE(TYP).
MASONRYLAP
BARS SIZE AND SPACING.VERTICAL REINFORCEMENTSEE DRAWINGS FOR TYPICAL
MASONRYBOTTOM OF
OPENINGS (TYP).AT JAMB OFREINFORCEMENTFOR 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
OPENING
LINTEL REINFORCEMENT SCHEDULE
LESS THAN 5'-0"GREATER THAN 5'-0" TO 7'-0"
GREATER THAN 7'-0" TO 12'-0"
"W" "R"
2 - #62 - #72 - #5
"R"
"L" "H"
3'-0"3'-6"2'-6"
32"40"16"
WALLABOVEOPENING
"R" -C -B LINTEL AT OPENING LINTEL AT OPENING
ANDGROUTSOLID.
FILLHEADJOINTS
WITH VERTICAL REINF
REINF EACH FACEWITH 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
MCJ
PLAN AT BOND BEAM
MCJ
PLAN ABOVE OR BELOW BOND BEAM
CAULK PERFROM CONTROL JOINT ANDRAKE MORTAR 1/2" DEEP
IN GROUTED BOND BEAMCONTINUOUS 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 COLORTHOROUGH CLEANING. CAULKINGCAULK 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
MCJ
MCJ
PLAN ABOVE OR BELOW BOND BEAM
EACH SIDE OF CONTROL JOINT)BAR SIZE AND SPACING. (TYP#5 MIN. SEE DRAWINGS FOR
IN GROUTED BOND BEAMCONTINUOUS 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
(TYPUNO)
SEEDETAILS400/TYP
AT INTERSECTIONSCORNERS ANDSINGLE VERT IN
(TYPUNO)
SEEDETAILS400/TYP
2 1/2" CLEAR FOR 12" BLOCK
HOOKS: 2 1/4" CLEAR FOR 8" BLOCK
NOTCH BLOCK
NOTCH BLOCK
LAPSPLICELENGTH
BOND BEAM BLOCK
BOND BEAM BLOCK
OPENINGEDGE OF
2 1/2" CLEAR FOR 12" BLOCK
HOOKS: 2 1/4" CLEAR FOR 8" BLOCK
TYPICAL VERT REINF.SIZE SAME ASOPENINGS.PAST EDGE OF FIRST TWO CELLS BAR IN EACH OF REINF IN WALL. (TYP)SPACING. CENTERWALL REINF SIZE AND SEE DRAWINGS FOR TYP 90° HOOK (TYP)STANDARD ACI
OPENINGEDGE OF
TYPICAL VERT REINF.SIZE SAME ASOPENINGS.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
LAPSPLICELENGTH
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 TEESCORNERSPREFABRICATED MANUFACTURER'SPROVIDE
(TYP)AT INTERSECTIONS CORNERS ANDSINGLE VERT IN
NOTE 3
SPACING (TYP)WALL REINF SIZE AND
(NOTE 2) SEE DRAWINGS FOR TYPMCJ
TYPICAL VERT REINF.SIZE SAME ASOPENINGS.PAST EDGE OF FIRST TWO CELLS BAR IN EACH OF (TYP EF)COVERMORTAR5/8" MIN
TYP
S430 SIM
OPENINGEDGE OF
6" MIN (TYP)LAP SPLICE
TYP
04/11/17
S414 MASONRY JOINT REINFORCEMENT
S
CAULK PER (TYP EF).FROM CONTROL JOINT ANDRAKE MORTAR 1/2" DEEP PlotDate:12-JUL-202312:21:26PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS05
STRUCTURAL
8660F1000TS05.dgn
kjackson
KP
198
JKN
3 '-7"LAPSPLICE
6 1/2"
12"
12"
2" CLR
2'-6"
12"
LAPSPLICELAPSPLICE
LAPSPLICELAPSPLICE
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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
C
1 B- D1
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 BARDOWELS FOR MASONRY
#5 @ 12"
THE DRAWINGSTYPE OF CMU AND BLOCKHEIGHT AS INDICATED ONROOF DECK SPAN TYP
TYP
INDICATED ONTHE DRAWINGSDIRECTION AS INDICATEDON THE DRAWINGS B
2 D
3 C
3 -A
THE DRAWINGSINDICATED ON ELEVATION AS
ELEVATION AS INDICATED
THE DRAWINGSINDICATED ONELEVATION AS
4'-7" LAP SPLICEADD 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 SPECIFIEDROOFING 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)
PERS400/TYP
(TYP)
PERS101/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. ROTATE2. VENEER IS NOT SHOWN FOR CLARITY.1. FOR CMU WALL REINFORCING SIZE AND SPACING, SEE PLANS.
CMU WALL TO CONCRETE -B
(TYP)
PERS400/TYP
(TYP)
PERS101/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
CONNECTION12" 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
1/41/4
7"
TYP
08/18/15
S451
NS SHEET 2 OF 3
CONNECTION12" CMU WALL ROOF BEAM TO EXTERIOR WALL
4 - #4 TIES
1/4" STIFFENER PL (TYP)
CL WALL, AB, AND PL
ANCHOR BOLTS
IS INSTALLEDSOLID AFTER ROOFGROUT BEAM POCKET
LEVELING NUTS AND 12" EMBED.2 - 3/4"Ø ANCHOR BOLTS WITH
ANCHOR BOLTSAS REQUIRED TO CLEARNOTCH BOTTOM FLANGE
FOR BAR SIZE.BEAM. SEE DRAWINGSIN CELL EACH SIDE OFLOCATE TYP WALL BAR
NON-SHRINK GROUT
TYP
08/18/15
S451
NS SHEET 3 OF 3
CONNECTION12" CMU WALL ROOF BEAM TO EXTERIOR WALL
CL WALL, AB, AND PL
OF HOOK
ALTERNATE DIRECTION
CL BEAM
SIZE.SEE DRAWINGS FOR BARCELL EACH SIDE OF BEAM.LOCATE TYP WALL BAR IN SIZE UNO.WALL BARUSE TYPICALBASE PLATE.UNDER BEAMIN EACH CELL"PILASTER BARS"LOCATE ADDED 3-#4 TIES -B
A
1 TYP
S460
2 C
D
3 2
B
2 C
D
3 PlotDate:12-JUL-202312:21:10PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS06
STRUCTURAL
8660F1000TS06.dgn
kjackson
KP
199
JKN
3" OR 3 1/2"
3" (TYP) BEAM
DEPTH
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 RIBSCOVER 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"
JULY 2023 OF 200
CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
CONFORMED DOCUMENTS
**
4/7/2023
JITESH K. RE NALAGOTLA
SEALED BY
ORIGINAL
**
CA PE NO. 86094
NUMBER OF
24 - 30 6
234
8 - 10
12 - 16
LEG
BOLTS PER
18 - 21
2 - L4 x 3 1/2 x 1/42 - L3 1/2 x 3 x 1/4FOR 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 INDICATEDON THE FRAMING PLANS. COPETOP AND BOTTOM FLANGES ASREQUIRED.
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
1/41/4
L3 x 3 x 1/4
SEENOTE1
SEE NOTE 1
SEE NOTE 1
OPENING.
SEENOTE1
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 ROOFB
EAM
OPENWEBROOFJOIST
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 FRAMINGPLAN FOR TOP OF STEELELEVATIONS.
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" MAX3/4"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 LONGEROPENING IN STEEL DECK WITH 12"ROUND, SQUARE, OR RECTANGULAR
EACH SIDE OF RIBSTWO TACK WELDS
RIBS.UNINTERRUPTED AND INTERRUPTEDTOP OF DECK THEN TACK WELD TOREINF AROUND OPENING. PLACE ONONE 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
SUPPORTINGBEAM/TRUSS/PLATE
1 1/2"
(SEE PLAN)
AT ALL VALLEYS
PUDDLE WELDS
10" OC MAX.
WELDS AT
RIDGESRIBS 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-in3 S+in3 APPLICATION 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
PATTERNWELD
CAPACITY (PLF)DIAPHRAGM SHEAR UNFACTORED
1500
DESIGN
PROPERTIES
MINIMUM SECTION
SHEET 2 OF 3
BUILDING *BLOWER
PlotDate:12-JUL-202312:24:01PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:
PROJECT NO. FILE NAME:
CE
TYPICALS
TYPICAL DETAILS
8660F10
00TS07
STRUCTURAL
8660F1000TS07.dgn
KP
200
JKN
kjackson
Please return to:
CITY OF UKIAH
300 Seminary Avenue
Ukiah, California 95482-5400
(707) 463-6200
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN:
1. That the project described as: Recycled Water Project - Phase 4, Spec 23-01
2. That the nature of the title to the construction of Phase 4 of the Recycled Water Project.
3. That on the 14th day of November 2025, the Contract work for this project was actually completed.
4. That the name and address of the Contractor is Ghilotti Construction Co., Inc. 246 Ghilotti Ave, Santa Rosa CA 95407
5. That the real property herein referred to is situated in the County of Mendocino, State of California, and is described as follows: City-owned property identified as the Water Treatment Plant, Waste Water Treatment Plant and multiple streets and roads within the City of Ukiah.
I hereby certify under penalty of perjury that the forgoing is true and correct:
City Council Approval CITY OF UKIAH, a Municipal Corporation _________________ By: __________
Date Kristine Lawler, City Clerk Date
State of California
County of Mendocino
Exempt from recording fees pursuant to Government Code Section 27383 ATTACHMENT 5
ATTACHMENT 6
- Engineering Contractor -
246 GHILOTTI AVENUE • SANTA ROSA, CA 95407 • 707-585-1221• FAX 707-585-0129 STATE CONTRACTORS LICENSE #644515
November 13, 2025, L-10
Carollo Engineers
935 River Street
Ukiah, CA 94582
Attn.; Garett Gentry
Email; [email protected]
Subject; Request for Final Completion & Release of Retention Phase 4 Recycled Water Project, Ukiah
Dear Garett,
Please consider this our formal request per Specification Section 01770-1.13A for Final Completion and Release of retention of the Phase 4 Recycled Water Project, Ukiah A). All work has been completed in accordance with the Contract Documents B). Punch List Items have been completed or corrected.
C). Work is ready for final inspection.
Please review with all necessary parties and if you have any questions, please do not hesitate to contact us.
Thank you,
Steve Hanak
Sr. Project manager
November 14, 2025
TO: Jason Benson/City of Ukiah
FROM: Carollo Engineers
ADDRESS: 300 Seminary Ave
Ukiah, CA 95482
Subject: Recommendation for Final Acceptance: RECYCLED WATER PIPELINE PROJECT – PHASE 4 This memorandum is submitted following the final inspection of the work completed by the Contractor for the Recycled Water Pipeline Project – Phase 4 (Client Project No. 8860F10).
The Contractor submitted written notification of the completion of the work, as required by the contract.
Pursuant to this notification, the Engineer performed a prompt personal inspection to satisfy himself as to the actual completion of the Work in accordance with the terms of the contract. Based on this inspection and review of project records, the project is considered complete and ready for formal acceptance by the City Council of the City of Ukiah.
1. Status of Closeout Requirements and Deliverables
All necessary requirements leading to final completion have been satisfied. This includes verification of the following critical administrative and physical requirements, which precede the final Application for Payment:
Completion of Deficiencies: The Contractor has successfully remedied all deficiencies listed in the final punch list, and the Engineer and Owner are satisfied that all corrective work is complete. A Close-Out Meeting, led by the Engineer, was held to coordinate these final activities.
Final Documentation: The Contractor will submit the following key documents required prior to final payment:
◦ Final Statement of Accounting, reflecting all approved adjustments to the Contract amount, including Change Orders and set-offs for liquidated damages or extended services. ◦ Evidence of Payment and Release of Liens or Stop Payment Notices. ◦ Release of claims.
◦ Final (As-Built) Schedule (Final Schedule Update), signed and certified by the Contractor’s Project Manager and scheduler as an accurate record reflecting the exact manner and actual start/completion dates of construction. This document is required for the release of retainage. ◦ Project Record Documents (Contract Documents, shop drawings, and submittals marked to record field changes and detailed underground pipe locations). ◦ Post-construction photographs and videos, which are a condition of final payment, documenting the entire site and work areas at completion.
Jason Benson
City of Ukiah
14 November 2025
carollo.com
◦ Federal and State Funding Records, including copies of all books and records relative to the Project, submitted to the Owner as a condition for final payment. ◦ Defective Material and Workmanship (Maintenance) Bond, required to be delivered to the City before final payment, effective for one (1) year after acceptance.
Agenda Item No: 8.e.
MEETING DATE/TIME: 11/19/2025
ITEM NO: 2025-1300
AGENDA SUMMARY REPORT
SUBJECT: Approval of Purchase of Multiple Fleet Vehicles and Equipment from the Willow County Water District in the Amount of $219,670 Plus Tax, and Approval of Corresponding Budget Amendment.
DEPARTMENT: Finance PREPARED BY: Myles Fisette, Purchasing Manager PRESENTER: Dan Buffalo, Finance Director
ATTACHMENTS:
1. 2024-02-21 Agenda Item 13a
2. Term Sheet, Willow Vehicles and Equipment, 11-13-2025
3. Exhibit A, Willow Vehicles and Equipment
Summary: Council will consider the approval of purchase of multiple fleet vehicles and equipment from the Willow County Water District in the amount of $219,670 plus tax, and approval of corresponding budget amendment.
Background: In February 2024, the City of Ukiah entered into a Joint Exercise of Powers Agreement for the Ukiah Valley Water Authority (Attachment 1), joining with Willow County Water District and other agencies to consolidate and improve regional water service delivery. This agreement established a framework for shared resources, management, and operational support among member agencies, with Ukiah providing management and operations services to the Authority. The UVWA agreement specifically contemplates the coordinated use, acquisition, and management of assets, including vehicles and equipment, to advance operational integration and maximize service capacity. Willow was the previous service provider to JPA (excluding the City of Ukiah) and MSA members (Hopland and River Estates), and used its vehicles and equipment to provide those services. Now that the City is the service provider, the Willow equipment will be used by the City.
Discussion: Acquisition of vehicles and equipment (Attachment 2) from Willow is aligned with the agreement’s intent, enabling the City to efficiently manage, maintain, and expand essential municipal services.
These assets are required to support City water and public works functions, enhance Staff readiness, replace aging fleet units, and ensure continued reliability in service delivery to the community. The proposed purchase consists of a variety of essential capital assets, including trucks, pickups, heavy equipment, and specialized machinery. Approval of this purchase will empower City staff to continue delivering high-quality municipal services, provide value to the ratepayers, and honor the commitments made to regional partners under the 2024 agreement.
The agreed upon price of these items was derived from various industry standard value estimation tools, such as Kelley Blue Book. It was evaluated by the City's Fleet Manager as well to judge the reasonableness of the estimates (Attachment 3).
Staff requests Council approve the purchase of multiple fleet vehicles and equipment from the Willow County Water District in the amount of $219,670 plus tax, and approve the corresponding budget amendment.
Recommended Action: Approve purchase of multiple fleet vehicles and equipment from the Willow County Water District in the amount of $219,670 plus tax, and approval of corresponding budget amendment.
BUDGET AMENDMENT REQUIRED: Yes.
CURRENT BUDGET AMOUNT: 82127113.80100: $0: 82127113.54110: $0 PROPOSED BUDGET AMOUNT: 82127113.80100: $96,787.50: 82127113.54110: $142,103.63 FINANCING SOURCE: Water Fund
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Dan Buffalo, Finance Director; Water Resources Staff; and Dave Kirch, Fleet & Facilities Maintenance Manager
STRATEGIC PLAN (SP):
CLIMATE INITIATIVES (CI):
GENERAL PLAN ELEMENTS (GP):
Attachment 1
TERM SHEET
Proposed Purchase or Lease-Purchase of Willow Capital Assets Parties
Buyer/Lessee: City of Ukiah ("City")
Seller/Lessor: Willow County Water District ("District")
1. Purpose
This Term Sheet outlines the principal terms and conditions for the City’s acquisition of certain capital assets currently owned by the District (collectively, the “Equipment”). The acquisition may occur through either (a) an outright cash purchase, or (b) a five-year leasepurchase agreement with a bargain purchase option, as described below.
2. Equipment
The Equipment subject to this transaction consists of the capital assets listed below, along with the agreed values as documented in Exhibit A. The total amount to be settled between the City and the District for all equipment is $219,670.00.
Asset
Agreed
Value
2018 Multiquip Whisperwatt DCA25SSIU4F Generator $12,800.00 2010 Airman PDS185S Compressor $12,000.00
1987 John Deere 310C Backhoe $12,000.00
2019 Kubota Z411 Mower $4,899.00
2019 Kubota L4701 Tractor with Attachments $30,000.00
2018 Ford F650 SD Dump Truck $59,000.00
2010 Ford Ranger Regular Cab Pickup $5,405.00
2005 Ford F250 Super Duty Super Cab Pickup $6,312.00
2013 Ford F150 Regular Cab Pickup $5,063.00
2016 Ford F150 Regular Cab Pickup $9,760.00
2019 Ford F150 Regular Cab Pickup (Unit 3301) $16,250.00 2020 Ford F150 Regular Cab Pickup (Unit 3304) $16,506.00 ATTACHMENT 2
Asset
Agreed
Value
2019 Ford F150 Regular Cab Pickup (Unit 3305) $14,392.00 2016 Ford F150 Regular Cab Pickup (Unit 3306) $5,796.00 2016 Ford F150 Regular Cab Pickup (Unit 3307) $9,487.00 Total Agreed Value: $219,670.00
3. Purchase Price
The total purchase price for the Equipment shall be $219,670.00, representing the aggregate of the agreed values for each item listed in Section 2 and Exhibit A. This amount shall be accepted by both parties as the fair market value for purposes of the sale or lease-purchase transaction.
The total of $219,670.00 shall serve as the principal amount under any leasepurchase arrangement.
4. Payment Structure
Cash Purchase:
The City shall pay the total agreed purchase price of $219,670.00 in full upon execution of the purchase agreement.
Payment shall be made in cash or by wire transfer to the District within thirty (30) days of approval by both governing bodies.
5. Maintenance, Operation, and Insurance
The City shall be responsible for all maintenance, operation, registration, and insurance of the Equipment during the lease term.
The City shall have full right to use, operate, and maintain the Equipment for all municipal purposes.
6. Title and Risk of Loss
Title shall remain with the District during the lease term and shall transfer to the City upon final payment and exercise of the purchase option. The City shall bear all risk of loss, theft, or damage during the lease period.
7. Improvements and Modifications
The City may make capital improvements, repairs, or modifications to any Equipment in its discretion. Any such improvements shall become part of the Equipment and property of the City upon completion of the purchase.
8. Termination and Purchase Option
The City may terminate the lease-purchase agreement at any time by purchasing the Equipment for the total stated value less all principal payments made to date.
9. Representations and Warranties
All Equipment is sold or leased “as is,” “where is,” without warranty, express or implied, except as specifically set forth in the final purchase or lease-purchase agreement.
10. Conditions Precedent
Approval by the City Council of Ukiah and the District Board of Directors. Execution of a definitive Purchase Agreement or Lease-Purchase Agreement consistent with this Term Sheet.
11. Exhibits
Exhibit A: Willow Equipment List and Valuations (Pages 1–16) Acknowledged and Agreed:
(non-binding, subject to formal approval)
City of Ukiah
By: ___________________________
Name: ________________________
Title: _________________________
Date: _________________________
Willow County Water District
By: ___________________________
Name: ________________________
Title: _________________________
Date: _________________________
ATTACHMENT 3
Agenda Item No: 8.f.
MEETING DATE/TIME: 11/19/2025
ITEM NO: 2025-1307
AGENDA SUMMARY REPORT
SUBJECT: Adoption of Resolution Authorizing the City of Ukiah to Submit a Regional Payment Program Application on Behalf of Itself as Lead Participant and All Non-Lead Participants for All City/County Payment Programs with CalRecycle.
DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Tim Eriksen, Director of Public Works/City
Engineer
ATTACHMENTS:
1. Proposed Resolution
Summary: Council will consider approving and adopting a resolution authorizing the City of Ukiah to submit a Regional Payment Program Application on behalf of itself as lead participant and all non-lead participants for all City/County payment programs with CalRecycle.
Background: CalRecycle offers different annual payment programs to assist jurisdictions in the collection and disposal of recyclable waste. These funds can be used for drop-off programs, public education, litter prevention and cleanup, infrastructure for businesses and to support existing recycling programs. Cities and counties are eligible for funds based on population.
Discussion: This resolution will allow the City of Ukiah to apply for these funds and act as the lead participant for a regional application, which allows for one application to be submitted on the behalf of other program participants to allow for efficient allocation of program efforts and grant funds.
Historically, the County of Mendocino acted as the lead participant and these program funds were then distributed to the Mendocino Solid Waste Management Authority (MSWMA), a local Joint Powers Authority (JPA) made up of the County of Mendocino and the cities of Fort Bragg, Willits, and Ukiah. With the City of Ukiah now performing the administrative work for MSWMA, this resolution is needed for City staff to be able to apply for these funds for the JPA members. These funds will continue to be used for programs and clean-up efforts performed and contracted by MSWMA.
Staff recommends approving and adopting the resolution (Attachment 1) to authorize the City of Ukiah to submit a Regional Payment Program Application on behalf of itself as lead participant and all non-lead participants for all City/County payment programs with CalRecycle.
Recommended Action: Adopt resolution authorizing the City of Ukiah to submit a Regional Payment Program Application on behalf of itself as lead participant and all non-lead participants for all City/County payment programs with CalRecycle.
BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: N/A GRANT: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.:
COORDINATED WITH: Tim Eriksen, Director of Public Works/City Engineer STRATEGIC PLAN (SP): SP 3B - Analyze and consider opportunities for regional partnerships that support or improve the delivery of municipal services.
CLIMATE INITIATIVES (CI): CI-3a – Continue to lead the way in solid waste diversion including the diversion of compostable food.
GENERAL PLAN ELEMENTS (GP): GP-A5 - Environment and Sustainability Element
ATTACHMENT 1
RESOLUTION NO. 2025-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH AUTHORIZING SUBMITTAL
OF REGIONAL PAYMENT PROGRAM APPLICATIONS AND RELATED AUTHORIZATIONS
FOR ALL PAYMENT PROGRAMS
WHEREAS:
1. The California Public Resources Code authorizes the Department of Resources Recycling and Recovery (CalRecycle) to administer various Payment Programs; and
2. In furtherance of this authority, CalRecycle is required to establish procedures governing the administration of the Payment Programs; and
3. The Payment Program allows regional participation; and
4. CalRecycle’s procedures for administering Payment Programs require, among other things, a Regional Applicant’s governing body to declare by resolution certain authorizations related to the administration of the Payment Programs.
NOW, THEREFORE, BE IT RESOLVED that:
1. The City Council of the City of Ukiah authorizes City of Ukiah to submit a Regional Payment Program application on behalf of itself as Lead Participant and all Non-Lead Participants for all Payment Programs.
2. The Signature Authorities identified below, are hereby authorized to determine and submit a list of the Non-Lead Participants in accordance with CalRecycle requirements.
3. The City Manager, or their designee, are hereby authorized as Signature Authority to execute on behalf of all participants all documents necessary to implement and close out the programs.
4. These authorizations are effective until rescinded by this governing body.
PASSED AND ADOPTED this 19th day of November, 2025, by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Douglas F. Crane, Mayor
ATTEST
Kristine Lawler, City Clerk
Agenda Item No: 12.a.
MEETING DATE/TIME: 11/19/2025
ITEM NO: 2025-1306
AGENDA SUMMARY REPORT
SUBJECT: Review and Consider Introduction by Title Only of an Ordinance Adding Chapter 9 to Division 2 of Ukiah City Code to Regulate Sidewalk Vending on Public Property and in the Public Right-of-Way.
DEPARTMENT: Community
Development PREPARED BY: Darcy Vaughn, Assistant City Attorney, Jesse Davis, Chief Planning Manager PRESENTER: Darcy Vaughn, Assistant City Attorney and Jesse Davis, AICP/Chief Planning Manager
ATTACHMENTS:
1. Sidewalk Vending Ordinance
2. Senate Bill 946, Safe Sidewalk Vending Act
Summary: This public hearing is for Council to review and consider introduction by title only of an Ordinance adding a new Chapter 9 to Division 2 of the Ukiah City Code to regulate sidewalk vending on public property and within the public right-of-way. At this time, however, Staff is recommending the Council review and provide input on the Ordinance for introduction at a future date not yet certain.
Background: In recent years, the City of Ukiah has experienced a steady increase in sidewalk vending activity, particularly in public spaces including commercial corridors, street intersections, and residential neighborhoods. Unauthorized vending activity has also increased during annual City events (e.g., Sunday Concerts in the Park and Pumpkin Fest). This trend has underscored the need for a balanced, enforceable regulatory framework that accounts for the interdisciplinary nature of enforcement between the Ukiah Police Department and Community Development Department Code Enforcement Division, the use of public property, and efficient licensing procedures for street vendors, in particular.
In June 2025, the City convened an interdepartmental working group that included the Ukiah Police Department Chief, the Chief Building Official, the Community Development Director, the Project and Grant Administrator within the City Manager's Office, and the Community Services Supervisor, as well as the City Attorney's Office, to develop an Ordinance (Attachment 1) to address these related street-vending issues. The enforcement framework developed is substantially based on the regulatory scope authorized under Senate Bill 946 (Attachment 2), the Safe Sidewalk Vending Act, which permits local governments to impose time, place, and manner restrictions on sidewalk vending activities only when those restrictions are directly tied to objective health, safety, or welfare concerns. All proposed limitations on sidewalk vending set forth in this Ordinance, including spacing requirements, sidewalk clearance standards, and sanitary requirements, were structured to meet this statutory threshold.
As part of the development process, the team conducted a comparative review of sidewalk vending ordinances adopted by the Cities of Dublin, Hayward, Alameda, Santa Cruz, Pacifica, Santa Monica, and Santa Rosa. These peer jurisdictions provide practical models for regulating sidewalk vending, as they were recently adopted and reflect the requirements of SB 946. SB 946 decriminalized sidewalk vending statewide and established the legal framework within which cities and counties may regulate sidewalk vending activities.
The legislation is intended to promote economic inclusion, particularly for low income and immigrant communities, while preserving the authority of local governments to adopt objective health, safety, and welfare regulations. Under SB 946, local regulations must be narrowly tailored, not unduly restrictive, and may not
impose criminal penalties solely for vending without a permit. Although SB 946 was heavily shaped by street vending conditions in larger metropolitan areas, the statute applies uniformly to all California cities and counties, including smaller and more rural jurisdictions such as Ukiah.
Discussion: In drafting this Ordinance, Staff intentionally avoided restrictions and regulations prohibited by SB 946, including regulations based on economic competition, community preference, or generalized neighborhood bans on sidewalk vending. Instead, operational conditions are narrowly tailored to ensure legal compliance while maintaining safe and accessible public spaces.
This Ordinance establishes operational standards and location restrictions to govern vending activities that take place on public sidewalks, pedestrian paths, and other components of the public right-of-way. These rules apply uniformly across the City and are aligned with state law, specifically Government Code Sections 51036 to 51039 (SB 946).
The Ordinance is applicable to all individuals engaged in the sale of goods or food items from non-permanent setups, including roaming and stationary sidewalk vendors. It mandates that vendors obtain and display a City-issued sidewalk vending permit and business license and, where applicable, a Mendocino County Health Permit and a California Seller's Permit. The Ordinance also holds vendors accountable for maintaining public health and safety standards, complying with Americans with Disabilities Act accessibility requirements, and avoiding obstructions to pedestrian or vehicular traffic.
Key operational limitations include prohibiting vending near fire hydrants, driveways, emergency exits, transit stops, schools during operational hours, and at or near special events or certified farmers' markets without appropriate authorization to participate in the events.
The primary intent behind this Ordinance is to comply with SB 946 while striking a balance between allowing economic opportunities for small vendors and protecting public spaces, ensuring that vending does not compromise safety, accessibility, public health, or effective transportation corridors. It also enables effective enforcement by outlining a penalty structure for violations, establishing a permit revocation process, and providing for appeals for vending permits and licenses. This regulatory approach provides the City with the tools to manage sidewalk vending in a manner that supports economic inclusion while preserving public resources and quality of life.
During the final preparation of this Ordinance, Staff realized additional details still need to be analyzed and determined. Such details include, but are not necessarily limited to, the preparation of a mobile (sidewalk) vendor permit application, development of a process for the permitting and inspection of sidewalk vendors, and the establishment of a sidewalk vendor permit fee. Staff is therefore recommending that Council review and provide input on the Ordinance, with introduction of the Ordinance to be scheduled at a future date not yet certain.
Recommended Action: Review and provide input on the Ordinance adding a new Chapter 9 to Division 2 of the Ukiah City Code to regulate sidewalk vending on public property and within the public right-of-way.
Introduce and possibly adopt the Ordinance at a future date not yet certain.
BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.:N/A
COORDINATED WITH: Ukiah Police Department; Community Services Department; Community Development Department Code Enforcement Division
STRATEGIC PLAN (SP): SP 4A - Economic Opportunities
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): Policy ED-1.1 - Interagency - Coordinate with local agencies, jurisdictions, and tribes; and other groups and organizations working to promote Ukiah’s economic development.
ORDINANCE NO.X
ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH ADDING A NEW CHAPTER 9 TO DIVISION 2 OF THE CITY CODE TO REGULATE SIDEWALK VENDING ON PUBLIC PROPERTY AND IN THE PUBLIC RIGHT OF WAY.
The City Council of the City of Ukiah hereby ordains as follows:
SECTION ONE. FINDINGS
1. Unregulated sidewalk vending has the potential to create obstructions in the public right-ofway, endanger pedestrians, and impede access for emergency services, necessitating additional municipal oversight and enforcement.
2. Sidewalk vending involving food sales can introduce health and sanitation risks if not properly regulated. Requiring appropriate health permits and on-site trash disposal ensures the cleanliness and safety of public spaces.
3. Maintaining minimum clear path widths on sidewalks is essential for compliance with the Americans with Disabilities Act (ADA) and ensures that all individuals, including those with mobility challenges, have safe access to public walkways.
4. Restricting sidewalk vending in residential zones and near sensitive uses such as schools and emergency infrastructure protects the character and function of these areas.
5. The Ordinance preserves fair and equitable access to public space, ensuring that vending activities do not conflict with permitted events, farmers markets, or parades.
SECTION TWO.
Chapter 9 is hereby added to Division 2 of the Ukiah City Code and shall read as follows:
CHAPTER 9 SIDEWALK VENDING
§ 2750 PURPOSE AND INTENT
The purpose of this Chapter is to set forth specific regulations to govern the vending of various goods from locations which are not permanent and that are temporarily located in the public right of way. In addition, this Chapter is intended to protect against unsafe conditions and health, safety, or welfare concerns of the community that result from the operation of sidewalk vendors on public sidewalks or a pedestrian path, consistent with the provisions of Government Code §§ 51036—51039. The requirements set forth in this Chapter are intended to protect the public's health, safety, and welfare by ensuring that vendors on public property provide safe and sanitary conditions for consumers and the general public, are adequately insured, and are properly licensed or permitted with the City and licensed with other agencies.
Nothing in the Chapter shall be construed to limit the City's ability to enforce, or remedies for enforcing, laws of general applicability or other provisions of this Code against sidewalk vendors, or Attachment 1
to take any other enforcement actions against sidewalk vendors that are not prohibited by state or federal law, or which are allowed by this Code.
The provisions of this Chapter are not intended to apply to the permitting process and regulations for food vendors permitted at special events in the City. § 2751 DEFINITIONS
A. Any words or phrases not defined within this Chapter shall be defined as set forth in current dictionaries. If no dictionary defines a particular term, the City Community Development Director shall have the authority to define the term or equate it to a defined term that is similar in nature.
B. For purposes of this Chapter, the words and phrases set out herein shall have the following meanings:
CART means any pushcart, stand, display, pedal-driven cart, wagon, showcase, rack, or other nonmotorized conveyance, and includes a stationary cart or a roaming cart.
MENDOCINO COUNTY HEALTH PERMIT means any and all licenses, permits, certifications, and courses required and issued by the Mendocino County Environmental Health Services Division to vend food within the city in accordance with this Chapter.
ROAMING SIDEWALK VENDOR has the same meaning as set forth in Government Code section 51036(b) and as may be amended from time to time, and includes a sidewalk vendor who moves from place to place and stops only to complete a transaction.
SIDEWALK means any paved surface in the public right-of-way provided for the use of pedestrians and includes pedestrian paths.
SIDEWALK VENDING means the sale of food or merchandise from a pushcart, stand, display, pedaldriven cart, wagon, showcase, rack, or other non-motorized conveyance, or from one's person, upon a public sidewalk or other pedestrian path.
SIDEWALK VENDOR has the same meaning as set forth in Government Code section 51036(a) and as may be amended from time to time, and includes a person who sells food or merchandise from a pushcart, stand, display, pedal-driven cart, wagon, showcase, rack, or other non-motorized conveyance, or from one's person, upon a public sidewalk or other pedestrian path.
STATIONARY SIDEWALK VENDOR has the same meaning as set forth in Government Code section 51036(c) and as may be amended from time to time, and includes a sidewalk vendor who vends from a fixed location.
VEND OR VENDING means the sale of any goods, wares, merchandise, prepared, pre-packaged; or unprepared, unpackaged food or food stuff of any kind.
VENDING PERMIT means a permit issued by the Business Services Division of the City of Ukiah Community Development Department to undertake sidewalk vending within the city in accordance with this Chapter.
§ 2752 LICENSING AND PERMITS
All sidewalk vendors are required to obtain:
A. A Business License pursuant to Division 2, Chapter 1 of this Code.
B. A Vending Permit issued pursuant to this Chapter. Sidewalk vendors must comply with the terms and conditions set forth in the Vending Permit.
C. A Seller’s Permit issued by the California Department of Tax and Fee Administration (“CDTFA”) and any additional licenses from state or local agencies to the extent required by law.
D. A Mendocino County health permit for food-related vending, if applicable. § 2753 OPERATIONAL REQUIREMENTS
A. Each cart used by a sidewalk vendor must display a valid Business License, Vending Permit, Seller’s Permit, and, if applicable, a Mendocino County Health Permit.
B. No stationary sidewalk vendor may operate in any residential zone.
C. In order to prevent obstructions of the public right-of-way, the total display area footprint of the cart, including the cart itself and any accompanying display, signage, or related items, shall not exceed a length of 72 inches, a width of 54 inches, or a height, including roof, awning, or canopy, of 78 inches. The area of any roof, awning, or canopy must not exceed the area footprint of the cart.
D. In order to comply with the Americans with Disabilities Act (ADA) regulations and with the accessibility requirements set forth in the California Building Code, the total display area footprint of the cart must allow for 48 inches, or as the law updates, of clear width walking space of any sidewalk where the cart is located.
E. Sidewalk vendors may not set up tables, chairs, or other structures, unless otherwise authorized by the City in the conditions to the Vending Permit.
F. Sidewalk vendors may not access a City power source without authorization from the City, nor a private power source without authorization from such private property owner or agent.
G. In order to preserve sanitary conditions in all public rights-of-way, all sidewalk vendors shall provide a trash receptacle for customers and must ensure proper disposal of customer and vendor trash. The trash receptacle must be large enough to accommodate customer trash without resort to existing trash receptacles located on any block for use by the general public. A sidewalk vendor may not dispose of customer trash in existing trash receptacles on sidewalks.
H. In order to preserve sanitary conditions in all public rights-of-way, all sidewalk vendors shall maintain a clean and trash-free area, including a sanitized and neat appearing cart, within a ten-foot radius around the vendor's cart during hours of operation and shall ensure that such area is clean and trash-free before relocating or closing.
I. In order to prevent damage to public property and prevent obstructions of the public right-ofway, no cart may be chained or fastened to any pole, sign, tree, or other object in the public right-ofway.
J. In order to preserve the safety of the public, and prevent misuse of carts, no cart may be left unattended at any time.
K. In order to preserve the safety of the public, to prevent misuse of carts, and to prevent obstructions of the public right-of-way, no cart may be stored, parked, or left overnight on any public street or right-of-way, or in any public park or other public property.
L. In order to preserve the safety of vehicular travelers, no sidewalk vendor may solicit business from or conduct business with persons in motor vehicles.
M. In order to preserve the safety of vehicular travelers and pedestrians, and to preserve public peace and welfare, no cart may be outfitted with any equipment, signage, or mechanism that endangers or detracts from the health, safety, or welfare of the public by causing an excessive distraction to motorists or interfering with nearby residences, business, or pedestrians including, but not limited to, sound amplification, flashing lights, smoke, steam, bubbles, gas-powered generators, or excessive fumes.
N. In order to preserve the safety of vehicular travelers and pedestrians, any cart operated before sunrise or after sunset, or in location with insufficient lighting, shall be equipped with sufficient lighting or reflectors to alert pedestrians and vehicular travelers to the presence of the cart.
O. In order to prevent obstructions of the public right-of-way, all signage related to the vending operation shall be affixed to the cart.
P. In order to prevent obstructions of the public right-of-way, all merchandise sold by a sidewalk vendor must be stored within that vendor’s cart or attached receptacle or other receptacle approved by the City.
Q. In order to preserve sanitary conditions in all public rights-of-way, all sidewalk vendors shall immediately clean up any food, grease, or other fluid or item related to their sidewalk vending activities that are spilled or discharged. Disposal of trash, food, grease, or other materials to any storm drain, creek, or waterway is prohibited. Vendors shall not dump, drain, or discard any fouled, spoiled, or unused product, which includes draining ice coolers, drink containers, and/or miscellaneous containers on the ground.
R. In order to preserve sanitary conditions in all public rights-of-way, all sidewalk vendors shall comply with all applicable state, county, and city health and safety regulations and permitting and licensing requirements. In particular, if food is prepared and/or sold, sidewalk vendors must comply with the California Retail Food Code set forth at Part 7 of Division 104 of the California Health and Safety Code (commencing at Section 113700).
S. In order to preserve the safety of the public, all sidewalk vendors shall not use an open flame on or within any cart. Any sidewalk vendor using cooking equipment shall have a fire extinguisher.
Propane, natural gas, or butane cylinder tanks must be 20-gallon tanks or less, stored in an upright position during use and positioned in such a way to prevent falling, tipping, and tampering, be
properly ventilated, and must contain a shut-off valve and a pressure regulator, having a hose of a type approved for use by the manufacturer with the equipment. § 2753 VENDING PERMITS
A. To apply for or renew a Vending Permit, the sidewalk vendor applicant must file an application with the Business Services Division of the Community Development Department, accompanied by an application or renewal fee in an amount established by resolution of the City Council. The application or renewal shall be in a form prescribed by the Director of the Community Development Department and shall contain the following:
1. Valid identification, such as a State of California driver's license or identification number, an individual taxpayer identification number, or a municipal identification number, or any other government-issued identification card.
2. The name, address, e-mail address, and telephone number of the sidewalk vendor.
3. Proposed hours and days of operation.
4. Whether the sidewalk vendor intends to operate a stationary vending cart or a roaming vending cart.
5. Proposed location of operation.
a. An application for placement of a stationary vending cart in a commercial or industrial area of the city must contain the proposed location, marked by major cross streets, and a photo or sketch of such location.
b. An application for a roaming vending cart in a residential area of the city must contain a sketch or description of the route the sidewalk vendor will travel. c. If a cart will be used, a description of the cart including dimensions.
6. The type of merchandise or food offered for sale or exchange.
7. Proof of a valid Business License issued pursuant to this Code.
8. A valid CDTFA Seller’s Permit and any additional licenses from state or local agencies to the extent required by law.
9. Proof of a policy or policies of comprehensive general liability insurance, in an amount as approved by the City, against any injury, death, loss, or damage as a result of wrongful or negligent acts or omissions by the permittee, with an endorsement naming the City as an additional insured.
10. A Mendocino County health permit for food-related vending, if applicable.
11. A certificate of completion of a food handler course, if applicable.
12. A declaration that the information provided to the city is true and correct.
13. Any other information as may be required by the Administrator.
B. Vending Permits will expire one year after the date of issuance and will be subject to renewal.
C. A Vending Permit shall only permit the operation of one vending cart or other type of conveyance at any one time.
D. Vending Permits are not transferable.
E. In accordance with Government Code § 51038, personally identifiable information, as defined in Section 51038, will be confidential and will not be disclosed and shall be exempt from disclosure under the California Public Records Act.
F. The Director of Community Development may require inspection of the cart or other conveyance as a condition of Permit issuance.
G. If there is any prior history of violations under this chapter, the Director of Community Development may review any such violations in its review of renewal requests and consider those violations when imposing conditions on a renewal Permit.
H. The Director of Community Development or their designee may revoke a Vending Permit for a fourth or subsequent violation of this Chapter within a twenty-four-month period.
I. A person whose Vending Permit is revoked pursuant to this Chapter may not renew their Vending Permit for one year.
J. Persons who are denied Vending Permits or whose Vending Permits have been revoked pursuant to this Chapter may appeal by filing a written notice of appeal with the City’s Hearing Officer. The appeal must be filed with the Chief Code Enforcement Official within ten work days after receipt of the notice of denial or revocation. The appeal hearing shall be conducted pursuant to the appeal hearing procedure set forth in Section 3456 of this Code for appeals to the Hearing Officer. The Hearing Officer shall hear and determine the final appeal and the decision of the Hearing Officer shall be final.
§ 2754 LOCATION LIMITATIONS
In order to ensure access to public rights-of-way by pedestrians and emergency personnel, and avoid interference with vehicular traffic, certified farmers' markets, swap meets, and City-permitted special events, sidewalk vendors shall not operate in the following areas of the public right-of-way:
A. Any area other than a public sidewalk or pedestrian path.
B. Within 15 feet of a fire hydrant, fire call box, or other emergency facility.
C. Within five feet of an entrance to or emergency exit of any building or business during the hours that the building or business is open to the public.
D. Within ten feet of the outer edge of a driveway or driveway apron.
E. Within ten feet of a transit stop.
F. Adjacent to any marked loading zone or bus zone.
G. Within five feet of a curb return.
H. Any location that would impede entering or exiting a parked vehicle.
I. Any location or pathway that impedes the flow of pedestrian traffic by reducing the clear space to less than four feet or impedes access to or the use of abutting property, including, but not limited to, residences and places of business.
J. Within 100 feet in any direction of the nearest vendor or concessionaire participating in a certified farmers' market or City-hosted community yard sale during the operating hours of the certified farmers' market or City-hosted community yard sale unless vendor has been issued a Vending Permit that authorizes them to vend as part of the certified farmers' market or City-hosted community yard sale.
K. Within 100 feet of a City-permitted special event including, but not limited to, parades, concerts, and street fairs, unless vendor has received a permit to vend as part of the event. For moving events, vending shall be prohibited within 100 feet of any portion of the approved event route. For stationary events, vending shall be prohibited within 100 feet of the parcel and/or site boundary for the location of the event.
L. Within 300 feet of the property line of any public or private school grounds between 7:00 a.m. and 6:00 p.m. on school days, and while the same is in use, including for afterschool childcare, enrichment classes and sports.
M. Upon or within any roadway, median strip, or dividing section.
N. Any public sidewalk location when the straight path would not allow for 48 inches, or as the law updates, of clear width walking space of any sidewalk to comply with the Americans with Disabilities Act (ADA) regulations and with the accessibility requirements set forth in the California Building Code.
O. Any public sidewalk where there is a 180 degree turn path for sidewalk ramps and corner curbs when the location would not allow for 42 inches approaching the turn, 48 inches at the turn, and 42 inches leaving the turn, or as the law updates, of clear width walking space of any sidewalk to comply with ADA regulations.
P. Stationary sidewalk vendors shall not vend within 150 feet of another stationary sidewalk vendor.
Q. Sidewalk vendors are prohibited from entering or encroaching onto private property while engaging in sidewalk vending activities.
R. No sidewalk vendor shall operate within 100 feet of any structure that is abandoned, vacant, declared hazardous, or posted with a notice of violation or subject to a building, fire, or safetyrelated permit restricting occupancy or access. § 2755 VENDING IN CITY PARKS
Sidewalk vendors vending in parks must comply with the following additional requirements:
A. No stationary sidewalk vendor may operate in a City-owned or City-operated park if the operator of the park has signed an agreement for concessions that exclusively permits the sale of food or merchandise by the concessionaire.
B. Sidewalk vendors shall stop vending upon the designated closing time of the park.
C. Vending is permitted between 8:00 am and sunset in parks where there is no designated closing time.
§ 2756 ENFORCEMENT AND PENALTIES
A. It shall be the duty of the Director of Community Development to enforce each and all of the provisions of this Chapter. The Director may delegate this authority to the Chief Code Enforcement Official. Every member of the Code Enforcement Division of the Community Development Department is directed to assist the Director and Official in the enforcement of this Chapter.
B. Unless otherwise provided, any violation of any of the provisions of this Chapter by a sidewalk vendor who has a valid sidewalk vending permit from the City shall be punishable by an administrative fine according to the following provisions:
1. An administrative fine of $100 for a first violation.
2. An administrative fine of $200 for a second violation within one year of the first violation.
3. An administrative fine of $500 for each additional violation within one year of the first violation.
4. Possible revocation a sidewalk vending permit for a fourth or subsequent violation of this Chapter within a twenty-four-month period as set forth in Section 2753.
C. Unless otherwise provided, a person engaged in sidewalk vending without a valid city sidewalk Vending Permit shall be issued an administrative fine according to the following provisions:
1. An administrative fine of $250 for a first violation.
2. An administrative fine of $500 for a second violation within one year of the first violation.
3. An administrative fine of up to $1000 for each additional violation within one year of the first violation.
D. Failure to pay an administrative fine shall not be punishable as an infraction or misdemeanor.
E. Additional fines, fees, assessments, or any other financial conditions beyond those authorized in this Section shall not be assessed.
F. When assessing an administrative fine pursuant to this Section, the City shall take into consideration the person's ability to pay the fine. The City shall provide the person with notice of his or her right to request an ability-to-pay determination and shall make available instructions or other materials for requesting an ability-to-pay determination at adjudication or while the judgment remains unpaid, including when a case is delinquent or has been referred to a comprehensive collection program.
G. If the person meets the criteria described in subdivision (a) or (b) of Section 68632 of the Government Code, the City shall accept, in full satisfaction, twenty percent (20%) of the administrative fine, or may offer the following alternatives:
1. Community service in lieu of paying the total administrative fine.
2. Waiver of the administrative fine.
3. An alternative disposition.
SECTION THREE.
1. Publication: Within fifteen (15) days after its adoption, this Ordinance shall be published once in a newspaper of general circulation in the City of Ukiah. In lieu of publishing the full text of the Ordinance, the City may publish a summary of the Ordinance once 5 days prior to its adoption and again within fifteen (15) days after its adoption.
2. Effective Date: The ordinance shall become effective thirty (30) days after its adoption.
3. Severability: If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this Ordinance, or its application to any person or circumstance, is for any reason held to be invalid or unenforceable, such invalidity or unenforceability shall not affect the validity or enforceability of the remaining sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases of this Ordinance, or its application to any other person or circumstance. The City Council of the City of Ukiah hereby declares that it would have adopted each section, subsection, subdivision, paragraph, sentence, clause or phrase hereof, irrespective of the fact that any one or more other sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases hereof be declared invalid or unenforceable.
Introduced by title only on , 2025, by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Adopted on , 2025, by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Douglas F. Crane, Mayor
ATTEST:
Kristine Lawler, CMC/City Clerk
SHARE THIS: Date Published: 09/17/2018 09:00 PM
SB-946 Sidewalk vendors. (2017-2018)
Senate Bill No. 946
CHAPTER 459
An act to add Chapter 6.2 (commencing with Section 51036) to Part 1 of Division 1 of Title 5 of the Government Code, relating to sidewalk vendors.
[ Approved by Governor September 17, 2018. Filed with Secretary of State September 17, 2018. ]
LEGISLATIVE COUNSEL'S DIGEST
SB 946, Lara. Sidewalk vendors.
Existing law authorizes a local authority, by ordinance or resolution, to adopt requirements for the public safety regulating any type of vending and the time, place, and manner of vending from a vehicle upon a street.
This bill would prohibit a local authority, as defined, from regulating sidewalk vendors, except in accordance with the provisions of the bill. The bill would provide that a local authority is not required to adopt a new program to regulate sidewalk vendors if the local authority has established an existing program that substantially complies with the provisions of the bill. The bill would apply these provisions to a chartered or general law city, county, or city and county.
The bill would require a local authority that elects to adopt a sidewalk vending program to, among other things, not require a sidewalk vendor to operate within specific parts of the public right-of-way, except when that restriction is directly related to objective health, safety, or welfare concerns, and not restrict sidewalk vendors to operate only in a designated neighborhood or area, except as specified. The bill would authorize a local authority to, by ordinance or resolution, adopt additional requirements regulating the time, place, and manner of sidewalk vending, as specified, if the requirements are directly related to objective health, safety, or welfare concerns. The bill would also authorize a local authority to prohibit sidewalk vendors in areas located within the immediate vicinity of a permitted certified farmers’ market and a permitted swap meet, as specified, and to restrict or prohibit sidewalk vendors within the immediate vicinity of an area designated for a temporary special permit issued by the local authority, as specified. A violation would be punishable only by an administrative fine, as specified, pursuant to an ability-to-pay determination, and proceeds would be deposited in the treasury of the local authority.
The bill would require the dismissal of any criminal prosecutions under any local ordinance or resolution regulating or prohibiting sidewalk vendors that have not reached final judgment. The bill would also authorize a Home Bill Information California Law Publications Other Resources My Subscriptions My Favorites ATTACHMENT 2
person who is currently serving, or who completed, a sentence, or who is subject to a fine, for a conviction of a misdemeanor or infraction for sidewalk vending, as specified, to petition for dismissal of the sentence, fine, or conviction.
Existing constitutional provisions require that a statute that limits the right of access to the meetings of public bodies or the writings of public officials and agencies be adopted with findings demonstrating the interest protected by the limitation and the need for protecting that interest.
This bill would make legislative findings to that effect.
Vote: majority Appropriation: no Fiscal Committee: no Local Program: no THE PEOPLE OF THE STATE OF CALIFORNIA DO ENACT AS FOLLOWS:
SECTION 1. (a) The Legislature finds and declares all of the following:
(1) Sidewalk vending provides important entrepreneurship and economic development opportunities to lowincome and immigrant communities. (2) Sidewalk vending increases access to desired goods, such as culturally significant food and merchandise. (3) Sidewalk vending contributes to a safe and dynamic public space. (4) The safety and welfare of the general public is promoted by encouraging local authorities to support and properly regulate sidewalk vending.
(5) The safety and welfare of the general public is promoted by prohibiting criminal penalties for violations of sidewalk vending ordinances and regulations.
(6) This act applies to any city, county, or city and county, including a charter city. The criminalization of small business entrepreneurs, and the challenges that those entrepreneurs face as a result of a criminal record, are matters of statewide concern. Further, unnecessary barriers have been erected blocking aspiring entrepreneurs from accessing the formal economy, harming California’s economy in the process, and disrupting the regulation of business, which is a matter of statewide concern. Moreover, California has an interest in the regulation of traffic, a matter of statewide concern, whether in ensuring the appropriate flow of traffic or in ensuring the safety of pedestrians on the road or the sidewalk.
(b) It is the intent of the Legislature to promote entrepreneurship and support immigrant and low-income communities.
SEC. 2. Chapter 6.2 (commencing with Section 51036) is added to Part 1 of Division 1 of Title 5 of the Government Code, to read:
CHAPTER 6.2. Sidewalk Vendors
51036. For purposes of this chapter, the following definitions apply:
(a) “Sidewalk vendor” means a person who sells food or merchandise from a pushcart, stand, display, pedaldriven cart, wagon, showcase, rack, or other nonmotorized conveyance, or from one’s person, upon a public sidewalk or other pedestrian path.
(b) “Roaming sidewalk vendor” means a sidewalk vendor who moves from place to place and stops only to complete a transaction.
(c) “Stationary sidewalk vendor” means a sidewalk vendor who vends from a fixed location. (d) “Local authority” means a chartered or general law city, county, or city and county. 51037. (a) A local authority shall not regulate sidewalk vendors except in accordance with Sections 51038 and 51039.
(b) Nothing in this chapter shall be construed to affect the applicability of Part 7 (commencing with Section 113700) of Division 104 of the Health and Safety Code to a sidewalk vendor who sells food. (c) Nothing in this chapter shall be construed to require a local authority to adopt a new program to regulate sidewalk vendors if the local authority has established an existing program that substantially complies with the requirements in this chapter.
51038. (a) A local authority may adopt a program to regulate sidewalk vendors in compliance with this section. (b) A local authority’s sidewalk vending program shall comply with all of the following standards:
(1) A local authority shall not require a sidewalk vendor to operate within specific parts of the public right-ofway, except when that restriction is directly related to objective health, safety, or welfare concerns. (2) (A) A local authority shall not prohibit a sidewalk vendor from selling food or merchandise in a park owned or operated by the local authority, except the local authority may prohibit stationary sidewalk vendors from vending in the park only if the operator of the park has signed an agreement for concessions that exclusively permits the sale of food or merchandise by the concessionaire. (B) Notwithstanding subparagraph (A), a local authority may adopt additional requirements regulating the time, place, and manner of sidewalk vending in a park owned or operated by the local authority if the requirements are any of the following:
(i) Directly related to objective health, safety, or welfare concerns. (ii) Necessary to ensure the public’s use and enjoyment of natural resources and recreational opportunities.
(iii) Necessary to prevent an undue concentration of commercial activity that unreasonably interferes with the scenic and natural character of the park.
(3) A local authority shall not require a sidewalk vendor to first obtain the consent or approval of any nongovernmental entity or individual before he or she can sell food or merchandise. (4) (A) A local authority shall not restrict sidewalk vendors to operate only in a designated neighborhood or area, except when that restriction is directly related to objective health, safety, or welfare concerns. (B) Notwithstanding subparagraph (A), a local authority may prohibit stationary sidewalk vendors in areas that are zoned exclusively residential, but shall not prohibit roaming sidewalk vendors. (5) A local authority shall not restrict the overall number of sidewalk vendors permitted to operate within the jurisdiction of the local authority, unless the restriction is directly related to objective health, safety, or welfare concerns.
(c) A local authority may, by ordinance or resolution, adopt additional requirements regulating the time, place, and manner of sidewalk vending if the requirements are directly related to objective health, safety, or welfare concerns, including, but not limited to, any of the following:
(1) Limitations on hours of operation that are not unduly restrictive. In nonresidential areas, any limitations on the hours of operation for sidewalk vending shall not be more restrictive than any limitations on hours of operation imposed on other businesses or uses on the same street. (2) Requirements to maintain sanitary conditions.
(3) Requirements necessary to ensure compliance with the federal Americans with Disabilities Act of 1990 (Public Law 101-336) and other disability access standards. (4) Requiring the sidewalk vendor to obtain from the local authority a permit for sidewalk vending or a valid business license, provided that the local authority issuing the permit or business license accepts a California driver’s license or identification number, an individual taxpayer identification number, or a municipal identification number in lieu of a social security number if the local authority otherwise requires a social
security number for the issuance of a permit or business license, and that the number collected shall not be available to the public for inspection, is confidential, and shall not be disclosed except as required to administer the permit or licensure program or comply with a state law or state or federal court order. (5) Requiring the sidewalk vendor to possess a valid California Department of Tax and Fee Administration seller’s permit.
(6) Requiring additional licenses from other state or local agencies to the extent required by law. (7) Requiring compliance with other generally applicable laws. (8) Requiring a sidewalk vendor to submit information on his or her operations, including, but not limited to, any of the following:
(A) The name and current mailing address of the sidewalk vendor. (B) A description of the merchandise offered for sale or exchange. (C) A certification by the vendor that to his or her knowledge and belief, the information contained on the form is true.
(D) The California seller’s permit number (California Department of Tax and Fee Administration sales tax number), if any, of the sidewalk vendor.
(E) If the sidewalk vendor is an agent of an individual, company, partnership, or corporation, the name and business address of the principal.
(d) Notwithstanding subdivision (b), a local authority may do both of the following:
(1) Prohibit sidewalk vendors in areas located within the immediate vicinity of a permitted certified farmers’ market or a permitted swap meet during the limited operating hours of that certified farmers’ market or swap meet. A “certified farmers’ market” means a location operated in accordance with Chapter 10.5 (commencing with Section 47000) of Division 17 of the Food and Agricultural Code and any regulations adopted pursuant to that chapter. A “swap meet” means a location operated in accordance with Article 6 (commencing with Section 21660) of Chapter 9 of Division 8 of the Business and Professions Code, and any regulations adopted pursuant to that article.
(2) Restrict or prohibit sidewalk vendors within the immediate vicinity of an area designated for a temporary special permit issued by the local authority, provided that any notice, business interruption mitigation, or other rights provided to affected businesses or property owners under the local authority’s temporary special permit are also provided to any sidewalk vendors specifically permitted to operate in the area, if applicable. For purposes of this paragraph, a temporary special permit is a permit issued by the local authority for the temporary use of, or encroachment on, the sidewalk or other public area, including, but not limited to, an encroachment permit, special event permit, or temporary event permit, for purposes including, but not limited to, filming, parades, or outdoor concerts. A prohibition of sidewalk vendors pursuant to this paragraph shall only be effective for the limited duration of the temporary special permit. (e) For purposes of this section, perceived community animus or economic competition does not constitute an objective health, safety, or welfare concern.
51039. (a) (1) A violation of a local authority’s sidewalk vending program that complies with Section 51038 is punishable only by the following:
(A) An administrative fine not exceeding one hundred dollars ($100) for a first violation. (B) An administrative fine not exceeding two hundred dollars ($200) for a second violation within one year of the first violation.
(C) An administrative fine not exceeding five hundred dollars ($500) for each additional violation within one year of the first violation.
(2) A local authority may rescind a permit issued to a sidewalk vendor for the term of that permit upon the fourth violation or subsequent violations.
(3) (A) If a local authority requires a sidewalk vendor to obtain a sidewalk vending permit from the local authority, vending without a sidewalk vending permit may be punishable by the following in lieu of the administrative fines set forth in paragraph (1):
(i) An administrative fine not exceeding two hundred fifty dollars ($250) for a first violation. (ii) An administrative fine not exceeding five hundred dollars ($500) for a second violation within one year of the first violation.
(iii) An administrative fine not exceeding one thousand dollars ($1,000) for each additional violation within one year of the first violation.
(B) Upon proof of a valid permit issued by the local authority, the administrative fines set forth in this paragraph shall be reduced to the administrative fines set forth in paragraph (1), respectively. (b) The proceeds of an administrative fine assessed pursuant to subdivision (a) shall be deposited in the treasury of the local authority.
(c) Failure to pay an administrative fine pursuant to subdivision (a) shall not be punishable as an infraction or misdemeanor. Additional fines, fees, assessments, or any other financial conditions beyond those authorized in subdivision (a) shall not be assessed.
(d) (1) A violation of a local authority’s sidewalk vending program that complies with Section 51038, or a violation of any rules or regulations adopted prior to January 1, 2019, that regulate or prohibit sidewalk vendors in the jurisdiction of a local authority, shall not be punishable as an infraction or misdemeanor, and the person alleged to have violated any of those provisions shall not be subject to arrest except when permitted under law. (2) Notwithstanding any other law, paragraph (1) shall apply to all pending criminal prosecutions under any local ordinance or resolution regulating or prohibiting sidewalk vendors. Any of those criminal prosecutions that have not reached final judgment shall be dismissed.
(e) A local authority that has not adopted rules or regulations by ordinance or resolution that comply with Section 51037 shall not cite, fine, or prosecute a sidewalk vendor for a violation of any rule or regulation that is inconsistent with the standards described in subdivision (b) Section 51038. (f) (1) When assessing an administrative fine pursuant to subdivision (a), the adjudicator shall take into consideration the person’s ability to pay the fine. The local authority shall provide the person with notice of his or her right to request an ability-to-pay determination and shall make available instructions or other materials for requesting an ability-to-pay determination. The person may request an ability-to-pay determination at adjudication or while the judgment remains unpaid, including when a case is delinquent or has been referred to a comprehensive collection program.
(2) If the person meets the criteria described in subdivision (a) or (b) of Section 68632, the local authority shall accept, in full satisfaction, 20 percent of the administrative fine imposed pursuant to subdivision (a). (3) The local authority may allow the person to complete community service in lieu of paying the total administrative fine, may waive the administrative fine, or may offer an alternative disposition. (g) (1) A person who is currently serving, or who completed, a sentence, or who is subject to a fine, for a conviction of a misdemeanor or infraction for sidewalk vending, whether by trial or by open or negotiated plea, who would not have been guilty of that offense under the act that added this section had that act been in effect at the time of the offense, may petition for dismissal of the sentence, fine, or conviction before the trial court that entered the judgment of conviction in his or her case. (2) Upon receiving a petition under paragraph (1), the court shall presume the petitioner satisfies the criteria in paragraph (1) unless the party opposing the petition proves by clear and convincing evidence that the petitioner does not satisfy the criteria. If the petitioner satisfies the criteria in paragraph (1), the court shall
grant the petition to dismiss the sentence or fine, if applicable, and dismiss and seal the conviction, because the sentence, fine, and conviction are legally invalid. (3) Unless requested by the petitioner, no hearing is necessary to grant or deny a petition filed under paragraph (1).
(4) If the court that originally sentenced or imposed a fine on the petitioner is not available, the presiding judge shall designate another judge to rule on the petition. (5) Nothing in this subdivision is intended to diminish or abrogate any rights or remedies otherwise available to the petitioner.
(6) Nothing in this subdivision or related provisions is intended to diminish or abrogate the finality of judgments in any case not falling within the purview of this chapter.
SEC. 3. The Legislature finds and declares that Section 2 of this act, which adds Section 51038 to the Government Code, imposes a limitation on the public’s right of access to the meetings of public bodies or the writings of public officials and agencies within the meaning of Section 3 of Article I of the California Constitution.
Pursuant to that constitutional provision, the Legislature makes the following findings to demonstrate the interest protected by this limitation and the need for protecting that interest:
The Legislature finds and declares that in order to protect the privacy of a sidewalk vendor with regard to his or her California driver’s license or identification number, individual taxpayer identification number, or municipal identification number, when that number is collected in lieu of a social security number for purposes of the issuance of a permit or business license, it is necessary that the sidewalk vendor’s number be confidential, except as provided in this act.
Agenda Item No: 13.a.
MEETING DATE/TIME: 11/19/2025
ITEM NO: 2025-1317
AGENDA SUMMARY REPORT
SUBJECT: Status Report from Owner of the Palace Hotel.
DEPARTMENT: City Manager /
Admin PREPARED BY: Shannon Riley, Deputy City Manager
PRESENTER: Tom Carter, Palace Hotel Owner
ATTACHMENTS:
1. Palace Hotel Presentation
Summary: The owner of the Palace Hotel will provide the City Council with a status update of his project.
Background: Tom Carter purchased the Palace Hotel approximately one year ago.
Discussion: Mr. Carter will provide the City Council with a verbal status update on the Palace Hotel project.
Recommended Action: Receive report.
BUDGET AMENDMENT REQUIRED: n/a
CURRENT BUDGET AMOUNT: n/a
PROPOSED BUDGET AMOUNT: n/a
FINANCING SOURCE: n/a
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.:
COORDINATED WITH: n/a
STRATEGIC PLAN (SP):
CLIMATE INITIATIVES (CI):
GENERAL PLAN ELEMENTS (GP):
Palace Hotel Ukiah, CA
Progress Report - November 2025
Feb 2025
Agenda Item No: 14.a.
MEETING DATE/TIME: 11/19/2025
ITEM NO: 2025-1286
AGENDA SUMMARY REPORT
SUBJECT: Receive Presentation on 2025 Ukiah Valley Fire Authority Fuels Crew Accomplishments and Authorize the City Manager to Negotiate and Execute a Memorandum of Understanding Between the City of Ukiah and the Mendocino County Fire Safe Council for the Use of the Ukiah Valley Fire Authority Fuels Crew.
DEPARTMENT: Fire PREPARED BY: Justin Buckingham, Battalion Chief PRESENTER: Justin Buckingham, Battalion Chief, UVFA
ATTACHMENTS:
1. Draft UVFA-MCFSC MOU
2. UVFA Fuels Crew Accomplishments
Summary: Council will receive a presentation on 2025 Ukiah Valley Fire Authority Fuels Crew accomplishments and consider authorizing the City Manager to negotiate and execute a Memorandum of Understanding between the City of Ukiah and the Mendocino County Fire Safe Council for the use of the Ukiah Valley Fire Authority Fuels Crew.
Background: In 2024, the City of Ukiah received a grant from the United States Department of Agriculture (USDA) to establish a dedicated Fuels Crew within the Ukiah Valley Fire Authority (UVFA). The primary objective of this program is to conduct wildfire mitigation and vegetation management work throughout Mendocino County. Under the terms of the grant, the City is required to treat a minimum of 200 acres of hazardous fuels during the performance period.
The Mendocino County Fire Safe Council has a long-standing record of implementing state and federally funded wildfire mitigation projects across the region. To improve coordination and streamline project delivery, the Fire Safe Council has proposed establishing a Memorandum of Understanding (MOU) with the City of Ukiah. This agreement would allow the UVFA Fuels Crew to perform work on approved Fire Safe Council projects, contributing directly to the City’s USDA grant performance metrics.
Discussion: The proposed MOU (Attachment 1) provides a framework for UVFA and the Fire Safe Council to collaborate on turnkey projects identified through approved grant programs. Under the agreement, UVFA will provide labor and equipment as available, while the Fire Safe Council will oversee project coordination, site selection, and compliance with grant requirements.
The MOU specifies that there will be no exchange of funds between the two parties. In alignment with USDA grant and City priorities, the UVFA Crew’s project work will initially be concentrated in areas adjacent to the Ukiah Valley, and then expand to include high-priority projects throughout Mendocino County. Work performed by the UVFA Fuels Crew will occur during active grant periods, ensuring all activities align with the scope and intent of the USDA grant and the Fire Safe Council’s project objectives.
This partnership supports regional wildfire resilience, enhances interagency coordination, and maximizes the impact of grant-funded fuel reduction efforts throughout Mendocino County.
Staff requests Council receive a presentation on 2025 Ukiah Valley Fire Authority Fuels Crew accomplishments (Attachment 2) and authorize the City Manager to negotiate and execute a Memorandum of
Understanding (Attachment #1) between the City of Ukiah and the Mendocino County Fire Safe Council for the use of the Ukiah Valley Fire Authority Fuels Crew.
Recommended Action: Receive Presentation on 2025 Ukiah Valley Fire Authority Fuels Crew Accomplishments and authorize the City Manager to negotiate and execute Memorandum of Understanding between the City of Ukiah and the Mendocino County Fire Safe Council for the use of the Ukiah Valley Fire Authority Fuels Crew.
BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: USDA Grant
REVENUE: No GRANT: Yes
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Traci Boyl, Senior Analyst, Darcy Vaughn, Esq.
STRATEGIC PLAN (SP): SP 3B,
CLIMATE INITIATIVES (CI): CI-10a
GENERAL PLAN ELEMENTS (GP): GP-A6
MEMORANDUM OF UNDERSTANDING BETWEEN
CITY OF UKIAH
AND
MENDCOCINO COUNTY FIRE SAFE COUNCIL
This Memorandum of Understanding (MOU) is made and entered into by and between the City of Ukiah (City) and the Mendocino County Fire Safe Council (MCFSC).
WHEREAS, Ukiah Valley Fire Authority (UVFA) is the name under which the City operates fire, medical, and other emergency and non-emergency services, including fuels reduction, in the City and in the boundaries of the Ukiah Valley Fire District; and
WHEREAS, UVFA’s Fuels Reduction Crew (UVFA Crew), funded by its Ukiah Valley and Mendocino Hazardous Fuels Reduction Project, Community Wildfire Defense Grant, is intended (among other things) to “increase fire resiliency in the Ukiah Valley area and throughout Mendocino County, California, which are at-risk local communities; and
WHEREAS, in alignment with grant and City priorities, the UVFA Crew’s project work will initially be concentrated in areas adjacent to the Ukiah Valley but will then branch out to high-priority projects throughout Mendocino County; and
WHEREAS, project locations and activities will be selected by the Fire Chief in consultation with the Mendocino County Fire Safe Council; and
WHEREAS, MCFSC has identified such projects and has obtained landowner permission for needed fuel reduction work by crews that are subcontracted to MCFSC; and WHEREAS, the MCFSC has a need for assistance in performing such projects, The parties agree as follows:
A. When the UVFA agrees to assign UVFA Crew to work on a project proposed by the MCFSC, MCFSC agrees to:
1. Pay any project costs pre-specified in writing by UVFA and agreed to by MCFSC (e.g., onsite potra potty facilities) that directly related to and necessitated by such projects, except for wages, salaries, and other remuneration paid to UVFA employees, or UVFA Crew, and the cost of their equipment and support, and that are not otherwise covered by UVFA's Fuel Crew Grant Funding.
2. Demonstrate the availability of adequate plans and specifications, sufficient funds, materials, supplies, and equipment, adequate technical supervision, and any special labor requirements to complete such projects.
3. Obtain the approvals, notification, and permits required by any state, federal, or local agency necessary to commence construction, fuels management, or operation of such projects.
4. Hold an orientation meeting with UVFA Crew at the commencement of such projects to explain the technical aspects, execution of, and need for such projects.
B. From proposals submitted by the MCFSC, UVFA shall select those projects meeting the priorities and resources of UVFA. UVFA shall submit evaluations to MCFSC that set forth any special requirements or conditions related to the projects. By so doing, with reference to any such ATTACHMENT 1
evaluations subsequently approved by MCFSC, UVFA agrees to provide labor, crew, supervision, normal transportation, food, and such tools as UVFA determines to be available. Upon receipt of MCFSC’s acceptance of such evaluations, projects shall be assigned to UVFA Crew management where they will be scheduled in accordance with the priorities and resources of UVFA.
C. Timing
1. MCFSC recognizes that fire suppression, other emergency activities, or other fuel reduction projects may have priority over any other work for UVFA Crew.
2. MCFSC further recognizes that the resources of UVFA Crew are limited and work requirements of UVFA Crew may be altered in priority from time to time.
3. Projects will be performed within the rules and regulations of UVFA which may require temporary suspension or permanent cessation of projects due to emergency conditions as defined by such rules and regulations.
4. The Parties agree that any justified delays by either party shall be excused and costs caused by such delays shall be borne by the party incurring such costs.
D. Work performed under this MOU will be under the immediate supervision of UVFA officials. However, UFVA Crew will be instructed to also follow basic MCFSC contractor guidelines for fuel reduction projects. The MCFSC will provide such operation supervision, technical assistance, guidance, and inspection, as it considers necessary to properly complete the work.
E. Work performed on behalf of MCFSC does not in any way convey to UVFA or UVFA Crew or any persons working with UFVA in the performance of said work, employee status that would extend to them the benefits afforded to permanent employees of MCFSC.
F. Upon start of each project, or any phase thereof, permission is hereby granted to UVFA to place upon the project site a sign or emblem consistent in size and design to its surroundings, indicating the participation of UVFA and as is consistent with UVFA’s grant obligations.
G. Neither party shall use the name of the other party in any form or manner in advertisements nor other information released to the public without the prior written approval of the other party. This Section is not intended to prohibit either party from legally complying with the California Public Records Act (PRA).
H. Each party, to the extent permitted by law, agrees to indemnify and hold harmless the other party, its officers, agents, and employees from all claims, demands, or liability arising out of the indemnifying party’s performance under this MOU except where such injury or damage arose from the sole negligent or intentional acts or omissions of the other party.
I. Neither party may assign this MOU or any interest herein without the written consent of the other party.
J. Subject to the provisions herein, all remedies allowed by law are available to either party for enforcement of this MOU. Any waiver of rights by either party on any matter related to this MOU shall not be deemed to be a waiver on any other matter relating to the MOU.
K. All provisions of this MOU constitute essential elements of the agreed exchange that is the subject matter of this MOU. Accordingly, if any of these provisions are determined to be invalid, illegal, or
unenforceable in any material respect, the remainder of this MOU is not enforceable against either of the Parties except as may be necessary to effect payment for services already rendered.
L. This MOU may be modified by mutual written agreement of the parties.
M. This MOU takes effect shall remain in effect until December 31, 2028, unless terminated prior to that date by 60 days written notice from one party to the other.
By signing below, I CERTIFY that I fully reviewed and agreed to the contents of the Memorandum of Understanding.
CITY OF UKIAH MENDOCINO COUNTY FIRE SAFE COUNCIL
By: ________________________ By: ___________________________ [Print name]
Its: ________________________ Its: ___________________________
Ukiah Valley Fire Authority - Fire
Fuels Crew 2025
Fuels Mitigation Accomplishments
and Partnerships
Attachment 2
Introduction
• The UVFA Fire Fuels Crew was established to
reduce wildfire risk, enhance defensible space,
and support regional fire resilience.
• Since the start of 2025, the crew has
completed projects across multiple high-risk
areas, contributing to public safety and
community protection.
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
Project Overview
• Total Projects Completed: 5 Major Areas
• Total Acres: 50 (30 in the western hills)
• Project Areas:
• 1. Low Gap Park
• 2. Russian River Estates
• 3. Great Redwood Trail
• 4. Airport Property
• 5. CAL FIRE Collaboration Projects
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
Low Gap Park Project
• Created shaded fuel breaks and cleared
overgrown vegetation along park trails and
perimeter zones.
• Reduced ladder fuels and improved defensible
space along the homes in the western hills.
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
Russian River Estates Project
• Conducted defensible space clearing around
access roads.
• Targeted high-density fine dead fuels adjacent
to the only road into/out of the development.
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
Great Redwood Trail Project
• Improved visibility and access along trail
corridors.
• Removed encroaching brush, hazardous trees,
and annual grasses.
• Created buffers along the buildings adjacent
to the railroad right-of-way.
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
Airport Property Project
• Cleared dead and hazard trees around runway
perimeters.
• Reduced fine fuel loads to mitigate ignition
potential near flight operations.
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
CAL FIRE Collaborative Projects
Supported CAL FIRE with
prescribed burns and
pile ignition operations.
Gained valuable field
experience in controlled
fire operations and
interagency
coordination.
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
Summary & Acknowledgements
• Over 50 acres treated since inception.
• Multiple agency partnerships established.
• Tangible improvements to community fire
resilience.
• Acknowledgements:
• - Ukiah Valley Fire Authority
• - City of Ukiah
• - CAL FIRE
Ukiah Valley Fire Authority – Fire Fuels Crew 2025
Building a More Resilient Ukiah Valley
and Mendocino County
• Thank you to our crew members, partners,
and community for the continued support.
Agenda Item No: 14.b.
MEETING DATE/TIME: 11/19/2025
ITEM NO: 2025-1298
AGENDA SUMMARY REPORT
SUBJECT: Receive Updates on City Council Committee and Ad Hoc Assignments, and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad Hoc(s); Including the Possible Disbandment of the Zoning Reform Ad Hoc, and the Creation of an Airport Infill Policy Ad Hoc.
DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Mayor Crane and Various Councilmembers
ATTACHMENTS:
1. 2025 City Council Special Assignments and Ad Hocs
Summary: City Council members will provide reports and updates on their committee and ad hoc assignments. If necessary, the Council may consider modifications.
Background: City Council members are assigned to a number of committees and ad hoc activities. These assignments are included as Attachment 1.
Discussion: Previously, the City Council discussed having more time allocated to reporting on committee and ad hoc activities. Often, the Council Reports section of the regular agenda is rushed due to impending business (i.e., public hearings), and not enough time is afforded for reports beyond community activities.
In an effort to foster regular updates on committee and ad hoc assignments, this item is being placed on the agenda to provide the City Council members an expanded opportunity to report on assignments and modify assignments as necessary.
The Community Development Department has two recommendations: 1) to disband the Zoning Reform Ad Hoc, as the Ad Hoc's work has concluded (note the Downtown Zoning Code Ad Hoc, which is separate from the Zoning Reform Ad Hoc, is still active and meeting on a regular basis); and 2) to create a new Airport Infill Policy Ad Hoc. Per direction within Section 3.3.5 (f) of the Ukiah Municipal Airport Land Use Compatibility Plan (UKIALUCP) that “the preference of this policy is that all parcels eligible for Infill nonresidential development be identified at one time by the Local Agency” [City], the purpose of this new Ad Hoc would be to work with Staff to fulfill this objective. Once this is accomplished, Staff would present the identified parcels to the Mendocino County Airport Land Use Commission for review and consideration.
Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s); including the disbandment of the Zoning Reform Ad Hoc, and the creation and appointment of an Airport Infill Policy Ad Hoc.
BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A
STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A
2025 CITY COUNCIL SPECIAL ASSIGNMENT LIST
LOCAL / UKIAH VALLEY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT City Broadband Project TBD TBD
Civic Center300 Seminary Ave.Ukiah, CA 95482
to evaluate the Request for Proposal (RFP) for the Internet Service Provider (ISP) for the California's Public Utilities Commission (CPUC) Last Mile Broadband Orozco Jim Robbins, Grants Manager, 463-6708; [email protected] Investment Oversight Committee Varies
Civic Center 300 Seminary Ave. Ukiah, CA 95482
Civic Center300 Seminary Ave.Ukiah, CA 95482
Reviews City investments, policies, and strategies
CraneOrozco - Alternate Alan Carter, Treasurer
Dan Buffalo, Director of Finance; 463-6220 [email protected] Disaster Council
Shall meet a minimum of once a year at a time and place designated upon call of the chair Place designated upon call of the chair or, if she/he is unavailable or unable to call such meeting, the first vice chair and then the City Manager or her/his designee.
Office of Emergency Management 300 Seminary Ave. Ukiah, CA 95482467-5720 - Traci Boyl Develop any necessary emergency and mutual aid plans, agreements, ordinances, resolutions, rules, and regulations.
OrozcoCriss - Alternate
Traci Boyl, City Manager's Office Management Analyst; 467-5720; [email protected] Greater Ukiah Business & Tourism Alliance (GUPTA)
4th Monday of month, 10 a.m.
200 S School St.Ukiah, CA 95482
200 S School St.Ukiah, CA 95482
Promotes tourism and works to strengthen and promote the historic downtown and businesses within the greater Ukiah area Marianne Davison - Community Services Department Staff Orozco - Alternate Shannon Riley, Deputy City Manager; 467-5793 [email protected] Mendocino County Inland Water and Power Commission (IWPC) 2nd Thursday of month, 6:00 p.m.
Civic Center 300 Seminary Avenueconference room 5
IWPC Staff P.O. Box 1247Ukiah, CA 95482391-7574 - Candace Horsley Develops coordination for water resources and current water rights: Potter Valley project - Eel River Diversion RodinOrozco - Alternate
Sean White, Director of Water Resources; 463-5712 [email protected] North Coast Opportunities (NCO) 4th Wednesday of month, 2 p.m. Alternating locations - Ukiah and Lakeport Governing Board Chair North Coast Opportunities413 North State StreetUkiah, CA 95482 Assist low income and disadvantaged people to become self reliant Neil Davis Neil Davis, Community Services Director; [email protected] Sun House Guild ex officio 2nd Tuesday of month, 10:30 a.m. Sun House 431 S. Main St. Ukiah, CA 431 S. Main Street Ukiah, CA 95482 467-2836 Support and expand Grace Hudson Museum Orozco, Sher Neil Davis - Alternate David Burton, Museum Director; 467-2836 [email protected] Ukiah Valley Basin Groundwater Sustainability Agency (GSA) 2nd Thursday of month, 1:30 p.m.
Board of Supervisors Chambers; 501 Low Gap Road Ukiah, CA County Executive Office501 Low Gap Rd., Rm. 1010Ukiah, CA 95482463-4441 GSA serves as the Groundwater Sustainability Agency in the Ukiah Valley basin CraneN/A - Alternate
Sean White, Director of Water Resources; 463-5712 [email protected]
MENDOCINO COUNTY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT City Selection Committee Called as required by the Clerk of the Board BOS Conference Room 501 Low Gap Rd. Rm. 1090 Ukiah, CA C/O: BOS 501 Low Gap Rd., Rm 1090 Ukiah, CA 95482 463-4441 Makes appointments to LAFCO and Airport Land Use Commission (Mayor - Primary; Vice Mayor - Alternate) Mayor Crane Vice Mayor Sher Kristine Lawler, City Clerk; 463-6217 [email protected] Economic Development & Financing Corporation (EDFC)
2nd Thursday of month, 2:00 p.m.
Primarily 631 S. Orchard Street (location varies)
Executive Director631 South Orchard AvenueUkiah, CA 95482467-5953 Multi-agency co-op for economic development and business loan program Riley (appointed 12/19/18) Shannon Riley, Deputy City Manager; 467-5793 [email protected] Library Advisory Board
3rd Wednesdays of alternate months; 1:00
p.m.
Various Mendocino County Libraries Ukiah County Library 463-4491 Review library policy and activities Sher Rodin - Alternate Kristine Lawler, City Clerk; 463-6217; [email protected] Mendocino County 1st District Liaison Monthly; TBD
Civic Center Annex conference room #5 411 West Clay St. Ukiah, CA 95482 Civic Center300 Seminary Ave.Ukiah, CA 95482
To coordinate activities and policy development with the City's 1st District Supervisor Crane Rodin - Alternate
Sage Sangiacomo, City Manager; 463-6221; [email protected] Mendocino County 2nd District Liaison 1st Wednesdays of month, 8:00 a.m.
Civic Center Annex conference room #5 411 West Clay St. Ukiah, CA 95482 Civic Center300 Seminary Ave.Ukiah, CA 95482
To coordinate activities and policy development with the County's 2nd District Supervisor CrissRodin - Alternate
Shannon Riley, Deputy City Manager;467-5793 [email protected] Mendocino Council of Governments (MCOG)
1st Monday of month, 1:30 p.m.
Board of Supervisors Chambers 501 Low Gap Road Ukiah, CA Executive Director367 N. State Street, Ste. 206 Ukiah, CA 95482463-1859 Plan and allocate State funding, transportation, infrastructure and project County wide Criss Sher - Alternate
Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected] Schlatter, Community Development Director; 463-6219; [email protected] Mendocino County Airport Land Use Commission As needed
BOS Conference Room 501 Low Gap Rd., Rm. 1090, Ukiah, CA Mendocino County Executive Office 501 Low Gap Rd. Rm. 1010 Ukiah, CA 95482 To formulate a land use compatibility plan, provide for the orderly growth of the airport and the surrounding area, and safeguard the general welfare of the inhabitants within the vicinity Liaisons: Owen/Schlatter
Greg Owen, Airport Manager; 467-2855; [email protected] Craig Schlatter, Director of Community Development; 463-6219; [email protected] Mendocino County Local Area Formation Commission (LAFCO) 1st Monday of month, 9:00 a.m. Board of Supervisors Chambers Executive Director200 S. School Street, Ste. 2 Ukiah, CA 95482463-4470 Required by legislation - planning spheres of influence, annexation, service areas, and special districts RodinCrane - Alternate for both city seat
members on Commission
Craig Schlatter, Director of Community Development; 463-6219; [email protected] Updated: 9/4/2025
2025 CITY COUNCIL SPECIAL ASSIGNMENT LIST
MENDOCINO COUNTY
Continued MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Mendocino Solid Waste Management Authority (MSWMA)
3rd Thursday of every other month (varies), 10:00 a.m.
Willits Council Chambers
Solid Waste Director3200 Taylor DriveUkiah, CA 95482468-9710 County-wide Solid Waste JPA Crane Sher - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected] Mendocino Transit Authority (MTA) Board of Directors
Last Wednesday of month, 1:30 p.m.
Alternating locations - Ukiah Conference Center or Fort Bragg, or Point Arena Executive Director241 Plant RoadUkiah, CA 95482462-1422 County-wide bus transportation issues and funding Sher Rodin - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected] Mendocino Youth Project JPA Board of Directors
3rd Wednesday of month, 7:45 a.m. 776 S. State Street Conference Room Mendocino Co. Youth Project776 S. State Street, Ste. 107Ukiah, CA 95482 707-463-4915 Targets all youth with a focus on drug and alcohol prevention, healthy alternatives and empowering youth to make healthy choices Criss Max Brazill, Admin Lieutenant - Alternate
Tom Corning, Police Chief; 463-6254;
[email protected]
Russian River Flood Control District
(RRFCD) Liaison
1st Monday of month, 5:30 p.m.
151 Laws Ave.,Suite D Ukiah, CA
151 Laws Ave., Ukiah, CA 95482; [email protected]; 462-5278 Proactively manage the water resources of the upper Russian River for the benefit of the people and environment of Mendocino County White/Orozco Sean White, Director of Water Resources; 463-5712 [email protected] Ukiah Players Theater Board of Directors
3rd Tuesday of month, 6:00 p.m
1041 Low Gap Rd Ukiah, CA 95482 462-1210
1041 Low Gap RdUkiah, CA 95482462-1210
To oversee the activities, organization and purpose of the Ukiah Players Theater
Greg Owen, Airport Manager(appointed 12/19/18)
Kristine Lawler, City Clerk; 463-6217 [email protected] Ukiah Unified School District (UUSD) Committee Quarterly 511 S. Orchard, Ste. D Ukiah, CA 95482 511 S. Orchard Ukiah, CA 95482 Information exchange with UUSD Board Chair, Mayor, Superintendent, and City Manager Orozco, Criss Sage Sangiacomo, City Manager Cedric Crook, Police Chief Sage Sangiacomo, City Manager; 463-6221 [email protected]
REGIONAL MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Great Redwood Trail Agency (GRTA) Bi-monthly, 3rd Thursdays, 10:30 a.m. Various Locations - announced 419 Talmage Road, Suite M Ukiah, CA 95482 463-3280 Provides a unified and revitalized rail infrastructure meeting the freight and passenger needs of the region Rodin Sher- Alternate Neil Davis, Community Services Director 467-5764 [email protected] League of California Cities Redwood Empire Legislative Committee Prior to Division Meetings, meets 3x in person and then via conference call Various locations that are announced
Redwood Empire League President; Public Affairs Program Manager (916) 658-8243 Elected city officials and professional city staff attend division meetings throughout the year to share what they are doing and advocate for their interests in Sacramento OrozcoCriss - Alternate
Sage Sangiacomo, City Manager; 463-6221
[email protected]
Russian River Watershed Association (RRWA)
4th Thursday of month, 9:00 a.m. (only 5 times a year)
Windsor Town Hall9291 Old Redwood Hwy, #400Windsor, CA 95492707-838-1000 Russian River Watershed Association 2235 Mercury Way, Suite 105Santa Rose, CA [email protected] 707-508-3670 (message only) Consider issues related to Russian river - plans projects and funding requests RodinSher - Alternate
Tim Eriksen, Public Works Director/City Engineer;
463-6280 [email protected]
Northern California Power Agency (NCPA) - Commission
4th Thursday of month, 9:00 a.m. (see NCPA calendar)
Roseville, CA and other locations
651 Commerce Drive Roseville, CA 95678916-781-4202
Pool of State and local power utilities developing and operating power generation, providing scheduling and related energy services and providing regulatory and legislative support.
Crane - Commissioner Sher - City Council Alternate Sauers - Alternate and Commissioner in absence of Commissioner Crane
Cindi Sauers - Electric Utility Director;463-6286 [email protected] Northern California Power Agency (NCPA) – Lodi Energy Center (LEC) Appointment 2nd Monday of month, 10:00 AM Lodi, CA and other locations 651 Commerce DriveRoseville, CA 95678916-781-4299
Committee oversees the operation, maintenance and expenditures of the LEC 300 MW generating project.
Sauers – Project Participate Appointee
Cindy Sauers, Electric Utility Director,463‐6286, [email protected] Transmission Agency of Northern California (TANC)
4th Wednesday of month, 10 a.m. 35 Iron Point Circle Suite 225 Folsom, CA 35 Iron Point Cir #225Folsom, CA 95630916-852-1673; [email protected] Provide electric transmission to its Member utilities through transmission line ownership or contract arrangements.
CraneSauers - Alternate
Cindi Sauers - Electric Utility Director;
463-6286 [email protected]
STANDING COMMITTEES MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Diversity and Equity TBD Virtual Meeting Room (link to be created) Civic Center 300 Seminary Ave. Ukiah, CA 95482 Improve diversity and equity in the City’s workforce and municipal services Orozco/Criss Traci Boyl, City Manager's Office Management Analyst; 467-5720; [email protected] Fire Executive Committee
2nd Tue, every other month beginning in January; 5:00 p.m.
Ukiah Valley Conference Center,200 S. School Street Ukiah, CA Civic Center300 Seminary Ave.Ukiah, CA 95482 [email protected] Per the recently adopted agreement between the City of Ukiah and the Ukiah Valley Fire Protection District Orozco/SherAlternates: Criss
Doug Hutchison, Fire Chief; 463-6263; [email protected] Countywide Oversight Board to the RDA Successor Agencies 4th Thursday of January, 4:00 p.m.; meets annually
Ukiah Valley Conference Center,200 S. School Street Ukiah, CA City of UkiahATTN: City Clerk300 Seminary Ave.Ukiah, CA 95482 Oversee and direct the Successor Agencies of the former redevelopment agencies Crane Dan Buffalo, Director of Finance; 463‐6220 [email protected] Lawler, City Clerk; 463‐6217, [email protected] Water Executive Committee(Ukiah Valley Water Authority) 1st Tue of each month
at 6:00 p.m.
Ukiah Valley Conference Center,200 S. School Street Ukiah, CA City of UkiahATTN: Sean White300 Seminary Ave.Ukiah, CA 95482 Oversight of UVWA; set annual budget for the combined water system; Manage rates and collect levies; modify existing water rights for the provision of water service; mediation and dispute resolution; Crane/Orozco Sean White, Director of Water Resources; 463-5712 [email protected] Updated: 9/4/2025
COMMITTEE ASSIGNED TO PRINCIPAL STAFF SUPPORT
Electric Grid Operational Improvements Crane/Orozco Cindy Sauers, Electric Utility Director; 463-6286 [email protected]
Trench Cut Policy Development Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected]
Advance Planning & Policy for Annexation
Applications Crane/Rodin
Craig Schlatter, Community Development Director
463-6219 [email protected]
UVSD/ City Relations
Ad hoc committee to address specific issues with the Ukiah Valley Sanitation District, including discussion of overall sewer system service delivery policies, operating policy revisions, potential revisions to the current Operating Agreement, and cost sharing
Crane/Orozco
Dan Buffalo, Director of Finance;
463‐6220 [email protected]
Sean White, Water Resources Director
463‐5712 [email protected]
Orr Street Bridge Corridor Rodin/Sher Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected]
Complete Streets Rodin/Crane
Tim Eriksen, Public Works Director/City Engineer;
463-6280 [email protected]
Shannon Riley, Deputy City Manager
467-5793 [email protected]
Neil Davis, Community Services Director
467-5764 [email protected]
Special Districts (Water District Consolidation) Orozco/Crane Shannon Riley, Deputy City Manager 467‐5793 [email protected]
Corp Yard Planning Crane/Orozco Jason Benson, Senior Civil Engineer 463‐6284 [email protected]
Mendocino County Courthouse Project and Reuse Sher/Orozco Shannon Riley, Deputy City Manager 467‐5793 [email protected]
City's 150-Year Anniversary Planning Orozco/Rodin Shannon Riley, Deputy City Manager 467‐5793 [email protected]
Zoning Reform
Function is to explore creation of a new ministerial zoning permit and identify additional zoning streamlining and reform efforts to provide better and more consistent development outcomes
Crane/Orozco
Craig Schlatter, Community Development Director
463-6219 [email protected]
Community Health Needs Assessment (CHNA)
Steering Committee
assist in the creation of the 2025 CHNA Report for the
communities served by the three Adventist Health hospitals in Mendocino County. providing insight, identifying, gathering and analyzing the health needs of our community. Additionally Rodin/Sher
Jeremy Malin, NP
Director of Community Health Analytics
Adventist Health Howard Memorial
Adventist Health Ukiah Valley
Adventist Health Mendocino Coast
978-289-3330; [email protected]
Parks & Recreation Special District Exploration Rodin/Orozco Neil Davis, Community Services Director 467-5764 [email protected]
Downtown Zoning code Crane/Rodin
Craig Schlatter, Community Development Director
463-6219 [email protected]
Tourism Advisory Committee Rodin/Sher Shannon Riley, Deputy City Manager 467‐5793 [email protected]
Historic Preservation Code Sher/Criss Craig Schlatter, Community Development Director 463-6219 [email protected]
Fire Severity Rodin/Orozco Craig Schlatter, Community Development Director 463-6219 [email protected]
CalPERS Crane/Orozco Dan Buffalo, Director of Finance;
463‐6220 [email protected]
City Council Handbook Review and Update Sher Kristine Lawler, City Clerk 463‐6217; [email protected]
2025 AD HOC COMMITTEES
*Note: Changing the composition of an existing ad‐hoc among current councilmembers after work has begun presents potential Brown Act issues. Requests for fully filled ad‐hocs are represented on the draft, but staff does not recommend changes except to fill vacated assignments. The current requests on the sheet for fully composed ad‐hocs are primarily intended to convey interest in topics covered by these ad‐hoc committees for possible future consideration of new assignments.
Updated: 9/4/2025