FOOTING SECTION ALTERNATE FOOTING
EXIST.
GRADE
- LATCH &
CANE BOLT
WELD TO
FRAME 9.
DIA.
FRONT VIEW
203
1 k- CLR.
CONTINUOUS
BOND BEAM
#4 CONT. MIN. 3/4"
GROUT COVER
#4 VERT. BAR AT 40" 0.C.
GROUT ALL CELLS
6x6-10x10
W.W.M.
( :1
4" thick SAND
S.E. 30
2"
8" CONC. BLOCK
CONC. CAP
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HIKE
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MIMI , .-
GATE /DOOR SECTION
CITY OF 30 YARD REFUSE CONTAINER ENCLOSURE
DRAWN: STAFF I CKD STAFF
Department of Public Works APPR Gronville M. wmon
STANDARD PLAN
2002
PLATE 607
_SHEET 1 or 2
682
NOTES
1. WALLS; SLUMPSTONE BLOCK, REINFORCED AND CAPPED. STRUCTURE TO BE APPROVED PRIOR TO CONSTRUCTION BY DEVELOPMENT SERVICES DEPARTMENT.
2 GATES: SHALL BE STEEL FRAMED WITH STEEL ANGLE BRACE TYPE METAL 18 GAUGE AND STEEL MINI V-BEAM PANEL AND THE GATE ITSELF, SHALL BE HUNG ON A 3" STEEL PIPE, CONCRETE FILLED THAT IS NOT ATTACHED TO THE ENCLOSURE. SHALL NOT OPEN INTO DRIVING LANES OR PARKING SPACES. 3 SIZE; ENCLOSURE SIZE FOR SINGLE 30 YARD CONTAINER IS TO BE 24' DEEP AND 14' WIDE (OUTSIDE
DIMENSION) SIZE OF ENCLOSURE TO BE DETERMINED IN ADVANCE OF CONSTRUCTION BY THE REFUSE SUPERINTENDENT.
4. LOCATION: TO BE DETERMINED IN ADVANCE OF CONSTRUCTION FROM PLANS SUBMITTED TO THE REFUSE SUPERINTENDENT. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF OXNARD ORDINANCE-SECTION 34-9.4, 15-19, AND 15-26.
5 FLOOR; SHALL BE OF CONCRETE, WITH A MAXIMUM SLOPE OF 2" TO DRAIN ENCLOSURE, AND FLUSH
WITH ADJOINING PAVEMENT
6 LATCH: A LATCHING ASSEMBLY IS REQUIRED WITH CANE BOLTS ON BOTH GATES TO HOLD IN OPEN AND CLOSED POSITION WITH 3/4" PIPE TO HOLD THE CANE BOLT.
7. ACCESSABILITY; ENCLOSURE SHALL NOT BE LOCATED BEHIND A LOCKED ENTRY OR GATE. THE ENCLOSURE OPENING MAY NOT BE BLOCKED BY PARKING OR LOADING SPACES. ANY CHANGES OF THIS REQUIREMENT MUST BE APPROVED BY THE REFUSE DIVISION BEFORC CONSTRUCTION.
ROOF: A SOLID ROOF IS REQUIRED ON ALL TRASH ENCLOSURES. g. GREASE INTERCEPTER: TRASH ENCLOSURES SERVING FOOD PREPARATION FACILITIES, GAS STATIONS AND
GROCERY STORES SHALL INCLUDE A TRENCH DRAIN WITHIN THE ENCLOSURE WHICH DRAINS THROUGH A GREASE INTERCEPTER TO THE SEWER SYSTEM. OTHER USES MAY BE REQUIRED TO INSTALL A TRENCH DRAIN AS DIRECTED BY THE CITY ENGINEER.
0. FIRE SPRINKLERS: FIRE SPRINKLERS MAY BE REQUIRED BY THE CALIIFORNIA BUILDING CODE OR THE UNIFORM FIRE CODE.
PARKING: NO PARKING SPACES ARE ALLOWED WITHIN 5 FEET OF EDGE OF ENCLOSURE.
CITY OF 30 YARD REFUSE CONTAINER ENCLOSURE
DRAWN: STAFF I CKD STAFF (_1(/frt.434einee____
Department of Public Works APPR
Granville M. Bowman
STANDARD PLAN
2002
PLATE 607
SHEET 2 OF 2
683
V
PILING
TYPICAL SECTION
6' MAX. OVERHANG & 2' MIN.
CLEARANCE FROM PILE
8'—TOP OF ALL FOOTINGS
-J
WITHIN THIS AREA SHALL BE
BELOW THE FAILURE PLANE
DECK OR FENCE SUPPORT
SHALL NOT TIE INTO OR BE
PERMANENTLY ATTACHED
TO BULKHEAD WALL. DECK
OR FENCE SHALL NOT
IMPOSE LATERAL STRESSES
TO BULKHEAD WALL.
TOP OF BULKHEAD WALL
PRIVATE DECK
STRUCTURE
/ 1: TOP OF FOOTING
:H
O
a.
FAILURE PLANE
W.S.
EXIST. BULKHEAD FOOTING
TOP OF WALL FOOTING
NOTES;
V
1. DECKS OR FENCES OTHER THAN WOOD MAY BE PERMITTED PROVIDED THE ADDITIONAL LOADING IS
WITHIN THE DESIGN STRUCTURAL STRENGTH OF THE EXISTING BULKHEAD WALL, AND THE DECK OR FENCE CAN BE REMOVED WITHOUT DAMAGE TO THE BULKHEAD. CONCRETE OR SIMILAR DECK MATERIALS ARE NOT ALLOWED.
2. DETAILED STRUCTURAL CALCULATIONS, PREPARED BY AN R.C.E. IN CALIFORNIA, SHALL BE REQUIRED BY THE CITY FOR REVIEW, PRIOR TO ISSUANCE OF ANY PERMITS.
3. ALL CONSTRUCTION SHALL CONFORM TO CURRENT CITY STANDARD SPECIFICATIONS.
4. ALL CALCULATIONS SUBMITTED SHALL CONFORM WITH CURRENT A.C.I. AND CALIF. BUILDING CODE REQUIREMENTS.
DECK/FENCE CONSTRUCTION OVER OR NEAR CITY OF BULKHEAD WALL DRAWN: STAFF I CKD - STAFF Department of Public Works APPR
STANDARD PLAN
2002
PLATE 608
SHEET 1 OF 1 Granville M. Bowman
684
12"
. 4 e
CAST IRON
FRAME & COVER FINISHED PAVEMENT (SEE
DETAIL 'A' FOR OTHER OPTION)
77 CONCRETE
COLLAR
COLD JOINT
' (NO CONTACT BETWEEN
THE CONC. SURFACES)
CONCRETE POURED or IN PLACE
2 ,
4" MIN.
1 le I.D. GALVANIZED PIPE
PIPE SHALL BE PERMANENTLY & VISIBLY
MARKED OR TAGGED WITH THE CERTIFICATE
NUMBER OF THE SURVEYOR OR CIVIL
ENGINEER SETTING THE MONUMENT.
MONUMENT
CONCRETE SURFACE TO
BE COLORED IN BLACK
°XNARD
TOP VIEW
COVER:
ALHAMBRA FOUNDRY No. A-2925
OR APPROVED EQUAL, IMPRINTED
AS SHOWN.
op
SURVEY
DETAIL 'A'
TO BE USED AS ANOTHER OPTION
CITY OF SURVEY MONUMENT STANDARD PLAN
2002
PLATE 609
SHEET 1 OF 1 APPR
Gronvilie M. Bowman
DRAWN: STAFF FCKD STAFF
Department of Public Works
685
a l
PRIVATE PROPERTY
a_
I /— BULKHEAD WALL
RECORDED EASEMENT LINES
r_ 1 '±_i
(TYP) ; !
I STANDARD PILINGS __ I
0 la-2 1
I
.
STANDARD DOCK
EQUAL TO OR GREATER THAN THE BOAT LENGTH
EQUAL TO OR GREATER
THAN TH E BOAT BEAM
STANDARD GUIDELINES:
1. AN ENCROACHMENT PERMIT AND A BUILDING PERMIT ARE REQUIRED FOR EACH INSTALLATION.
2. THIS STANDARD IS INTENDED FOR SMALL CRAFTS WITH THEIR EXTREME LENGTH AND BEAM DIMENSIONS NO GREATER THAN THE AVAILABLE EASEMENT.
3. DOCK AND PILING LOCATIONS SHALL CONFORM TO THIS STANDARD UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. STRUCTURAL, MATERIAL AND OTHER STANDARDS SHALL CONFORM TO BUILDING AND SAFETY DIVISION'S REQUIREMENTS.
4. A 4-FOOT MINIMUM OPENING BETWEEN DOCKS SHALL BE PROVIDED FOR MAINTENANCE PURPOSES AT LOCATION(S) DESIGNATED BY THE CITY ENGINEER.
5. ANY MODIFICATION, EXTENSION, ADDITION OR VARIATION TO THIS STANDARD MAY BE GRANTED SUBJECT TO THE FOLLOWING GUIDELINES AS APPROVED BY THE CITY ENGINEER. a) NO PILING, DOCK OR RAMP SHALL BE LOCATED OUTSIDE THE DESIGNATED EASEMENT. b) ALL PILINGS AND DOCK SHALL HAVE A 8-FOOT MINIMUM CLEARANCE FROM THE BULKHEAD WALL FOR MAINTENANCE PURPOSES AND TO PROTECT THE WATERWAY SLOPE PAVING. c) PILING DOCK AND APPURTENANCES SHALL BE DESIGNED AND CONSTRUCTED TO AVOID POTENTIAL
FAILURE AND BREAKAWAY OF DOCK
d) LOCATION AND CONFIGURATION VARIATION OF PILING, DOCK AND APPURTENANCES SHALL BE DESIGNED
SUCH THAT NO BOAT SHALL ENCROACH INTO OTHER EASEMENT(S) WHEN LEAVING THE DOCK OR
DURING DOCKING OPERATION, AND NO BOAT SHALL ENCROACH OUTSIDE ITS DESIGNATED EASEMENT WHEN MOORED.
6. ALL PILE AND DOCK INSTALLATION SHALL HAVE PRIOR CLEARANCE AND/OR PERMIT REQUIRED BY THE COASTAL COMMISSION AND CORPS OF ENGINEERS.
7. PILES MAY NOT BE INSTALLED BY JETTING OR ANY OTHER METHOD THAT WOULD COMPROMISE THE INTERGRITY OF THE BULKHEAD WALL OR THE WATERWAY SLOPE PAVING. METHOD OF INSTALLATION MUST BE SPECIFIED ON PLANS.
CITY OF PARALLEL DOCK AND PIUNG LOCATIONS
DRAWN: STAFF ICKD.: STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 610
SHEET 1 OF 1 Granville M. Bowmon
686
.
0 0
o_ PRIVATE PROPERTY
i—BULKHEAD WALL
STANDARD PILING
co
L 1 .±
STANDARD GUIDELINES:
1. AN ENCROACHMENT PERMIT AND A BUILDING PERMIT ARE REQUIRED FOR EACH INSTALLATION.
2. THIS STANDARD IS INTENDED FOR SMALL CRAFTS WITH THEIR EXTREME LENGTHS AND BEAM DIMENSIONS NO GREATER THAN THE AVAILABLE EASEMENT.
3. DOCK AND PILING LOCATIONS SHALL CONFORM TO THIS STANDARD UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. STRUCTURAL MATERIAL AND OTHER STANDARDS SHALL CONFORM TO BUILDING AND SAFETY DIVISION'S REQUIREMENTS.
4. A 4 —FOOT MINIMUM OPENING BETWEEN DOCKS SHALL BE PROVIDED FOR MAINTENANCE PURPOSES AT LOCATION(S) DESIGNATED BY THE CITY ENGINEER.
5. ANY MODIFICATION, EXTENSION, ADDITION OR VARIATION TO THIS STANDARD MAY BE GRANTED SUBJECT TO THE FOLLOWING GUIDELINES AS APPROVED BY THE CITY ENGINEER. o) NO PILING, DOCK OR RAMP SHALL BE LOCATED OUTSIDE THE DESIGNATED EASEMENT. b) ALL PILINGS AND DOCK SHALL HAVE A 8' FOOT MINIMUM CLEARANCE FROM THE BULKHEAD WALL FOR MAINTENANCE PURPOSES AND TO PROTECT THE WATERWAY SLOPE PAVING. c) PILING DOCK AND APPURTENANCES SHALL BE LOCATED OR DESIGNED AND CONSTRUCTED IN SUCH A
MANNER TO AVOID POTENTIAL FAILURE AND BREAKAWAY OF DOCK ESPECIALLY ON EXTREME LOW TIDE LEVELS.
d) LOCATION AND CONFIGURATION VARIATION OF PILING, DOCK AND APPURTENANCES SHALL BE DESIGNED
IN SUCH A MANNER THAT NO BOAT SHALL ENCROACH INTO OTHER EASEMENT(S) WHEN LEAVING THE
DOCK OR DURING DOCKING OPERATION, AND NO BOAT SHALL ENCROACH OUTSIDE ITS DESIGNATED EASEMENT WHEN MOORED.
6. ALL PILE AND DOCK INSTALLATION SHALL HAVE PRIOR CLEARANCE AND/OR PERMIT REQUIRED BY THE COASTAL COMMISSION AND CORPS OF ENGINEERS.
7. PILES MAY NOT BE INSTALLED BY JETTING OR ANY OTHER METHOD THAT WOULD COMPROMISE THE INTERGRI TY OF THE BULKHEAD WALL OR THE WATERWAY SLOPE PAVING. METHOD OF INSTALLATION MUST BE SPECIFIED ON PLANS.
RECORDED
EASEMENT LINE
STANDARD PILING
RECORDED
EASEMENT LINES
r MIN.
I
GREATER THAN THE
BOAT BEAM
EQUAL TO OR
EQUAL TO OR GREATER THAN TH E BOAT L ENGTH
CITY OF PERPENDICULAR DOCK AND PILING LOCATIONS
DRAWN: STAFF I CKD STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 611
_SHEET 1 OF 1 Granville M. Bowman
687
WHITE
NOTES:
1. A RECTANGLE OF WHITE PAINT 5" HIGH AND LONG ENOUGH TO ALLOW 1" MARGIN ON EACH END OF
NUMBERS, SHALL BE PLACED AS A BACKGROUND, PARALLEL TO THE TOP OF CURB AT THE EDGE OF THE CURB RADIUS AND ON THE VERTICAL CURB FACE.
(a) BACKGROUND PAINT MUST BE COMPLETELY DRY BEFORE APPLYING BLACK NUMBERS.
2. NUMBERS SHALL BE STANDARD GOTHIC STYLE 4", BLACK IN COLOR WITH A 1/2" TOP AND BOTTOM MARGIN.
3. NUMBERING SHOULD BE PLACED ON THE CURB 3' FROM THE TOP OF DRIVEWAY TOWARDS THE CENTER
OF PROPERTY OR, IF NO DRIVEWAY IT SHOULD BE PLACED ADJACENT TO THE ENTRANCE WALKWAY OR APPROXIMATELY CENTER OF LOT.
(a) IF THERE IS AN EXISTING HOUSE NUMBER, IT MAY BE RENEWED AT ITS PRESENT LOCATION.
4. PAINT SHALL BE AS RECOMMENDED BY THE MANUFACTURER AS SUITABLE FOR APPLICATION ON CONCRETE.
5. CURB WILL BE THOROUGHLY CLEANED PRIOR TO APPLYING PAINT.
CITY OF PAINTED CURB HOUSE NUMBERS
DRAWN: STAFF (CKD' STAFF
Department of Public Works APPR.
STANDARD PLAN
2002
PLATE 612
SHEET 1 OF 1 Granville. M. Rovimon
688
11f" STD. GALV. PIPE
FOR GATE FRAME
GATE SHALL HAVE FULL HEIGHT
LOCKING BAR WITH NOT FEWER
THAN TWO SETS OF LOCKING
PRONGS & A PAIR OF
PERFORATED LUGS. OR AN
EQUIVALENT DEVICE, FOR THE
INSTALLATION OF A PADLOCK.
I12"
METAL
SLEEVE
45' ANGLE ARMS
REV, APPR. BY DATE REV, APPR. BY DATE
Department of Public Works
O
15" 7 Du ALL POSTS 10'-0" (MAX.)
1kt STD. GALV. 7 GA. STEEL PIPE RAIL TENSION WIRE
ItiWARR21111111111111111111111111111111
11 BAR*" x1"BASNTEgL sFSATcRiToCHER
AT 12" INTERVALS
12" 47
DIA.
X"A' STEEL
STRECTHER BAR
TYPICAL RAIL do TRUSS ROO PANEL
STANDARD DROP FORCED
TURNBUCKLES
II" 0 TENSION ROD
CORNER OR INTERMEDIATE
POST-STD. GALV. PIPE
GATE POST-STD. GALV.
PIPE WITH BALL TOP
FABRIC SAME
AS IN FENCE
LINE POSTS-STD. GALV. PIPE
WITH DRIVE FIT GALV. CAP
i 11 GA. - 2" GALV. MESH CHAIN LINK
FABRIC FASTENED TO LINE POSTS
AT INTERVALS OF APPROX. 14-,
FASTEN TO TOP RAILS AND TENSIO
WIRES AT INTERVALS OF APPROX. 1
WITH 11 GA. GALV. OR ALUM. TIE
WIRES
INTERMEDIATE POST
ARE TO BE BRACED AN
TRUSSED TO ADJACENT LIN
POSTS AT 300' INTERVALS
ALONG FENCE LINE & AT ALIGNMEN
DEFLECTION ANGLES OF 15' OR MORE.
NOTE' CHAIN LINK FENCE FABRIC SHALL
HAVE TWISTED & BARBED FINISH ON
BOTH EDGES FOR WIDTHS OF 60" &
OVER. FABRIC LESS THAN 60" WIDE
SHALL HAVE KNUCKLED FINISH ON
TOP EDGE WITH TWISTED & BARBED
FINISH ON BOTTOM EDGE. FABRIC
SHALL BE FASTENED ON THE SIDE
OF THE POSTS DESIGNATED BY THE
ENGINEER.
15"
DIA.
TYPICAL DRIVE GATE
CLEAR OPENING
3LINES OF GALV. BARBED WIRE
12* GA. 4 POINT PATTERN
TYPICAL FENCE ELEVATION
NOTE; BARBED WIRE & ANGLE ARMS
WHEN SPECIFI ED ONLY.
T NSION ROD
1)4" STD. V. PIPE
BRACES EQUALLY SPACED
7 GA. STEEL
TENSION WIRE
TYPICAL ROD &
TRUSS ROD PANE
STD. GALV.
PIPE POST
)4" STD. GALV. PIPE
OR GATE FRAME
TYPICAI ROD &
TRUSS ROD PANEL
z
P1
TYPICAL BARBED WIRE FENCE & DRIVE GATES 0TRT
W
6 lt,C4
nMETAL
OTHERWISE PERMITTED DRYPACKED
GROUT OR SULPHUR
0 TENSION
ROD N
FABRIC SAME
AS IN FENCE
NOTE;
WALK GATE SHALL
BE PROVIDED WITH
A COMBINATION
STEEL OR
MALLEABLE IRON
CATCH & LOCKING
DECIVE OF
APPROVED DESIGN.
GENERAL NOTES;
1. ALL POSTS SHALL BE STANDARD GALVANIZED PIPE & SHALL CONFORM TO THE FOLLOWING:
SIZE WT. PER LIN. FT.
PIPE BEFORE GALV.
214" 5.79 LBS.
3.65 LBS.
3"
4"
FOR FENCE LESS THAN 72":
END, CORNER & INTERMEDIATE POSTS
LINE POSTS
DRIVE GATE POSTS- SINGLE TO 6' OR DBL. TO 12' OPENINGS
DRIVE GATE POSTS-SINGLE OVER 6' TO 13' OR DBL. OVER
12' TO 26' INCLUSIVE OPENINGS
2. ALL POSTS SHALL BE FITTED WITH APPROVED TOPS.
3. ALL WALK & DRIVE GATES SHALL BE HUNG BY TWO MALLEABLE IRON HINGES. BOTTOM HINGE TO BE BALL & SOCKET TYPE.
FOR 72" FENCE & OVER:
END, CORNER & INTERMEDIATE POSTS
LINE POSTS
DRIVE GATE POSTS- SINGLE TO 6' OR DBL. TO 12' OPENINGS
DRIVE GATE POSTS-SINGLE OVER 6' TO 13' OR DBL. OVER
12' TO 26' INCLUSIVE OPENINGS
3 '
2-
2"
114"
9.11 LBS.
3.65 LBS.
5.79 LBS.
2.72 LBS.
7.58 LBS.
10.79 LBS.
SAME AS
END POSTS
NOTE'
INSERT SHALL HAVE AN I.D. 1*" GREATER
THAN THE 0.D. OF THE PIPE USED. POSTS
ARE TO BE GROUTED INTO INSERTS USING
GROUT OF ONE PART CEMENT & TWO PARTS
SAND, OR MOLTEN SULPHUR MAY BE USED.
V.18" FOR 72" FENCE OR HIGHER.
V=12" FOR A FENCE LOWER THAN 72-
POST DETAIL FOR USE IN r'
' 7, CONCRETE HEADWALLS, ouL
RETAINING WALLS. ETC, TYPICAL WALK GATE
3 0
689
Adopting the 2025 Water System Design and
Construction Standards and an Update to the
2002 City of Oxnard Standard Plates and
Design Criteria
Tai P . Chau, PE
Assistant Community Development Director
Public Works and Transportation Committee
September 9, 2025
690
RECOMMENDATION 2
That the Public Works and Transportation Committee recommend that the City Council:
1) Adopt a resolution approving the 2025 Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria for public works construction; and 2) Delegating discretionary authority to the Public Works City Engineer to approve future revisions to the 2025 Water System Design and Construction Standards and 2002 City of Oxnard Standard Plates and Design Criteria; and
3) Authorizing the City Manager to take whatever actions are necessary and appropriate to carry out the purpose and intent of this resolution. 691
BACKGROUND
• The 2002 City of Oxnard Standard Plates and Design Criteria sets the design and construction requirements for constructing public infrastructure improvements, including street construction and water/wastewater systems.
• The proposed update to the public water system design and construction standards is a collaborative effort between engineering and waterworks staff to reflect the latest industry standards and waterworks requirements. • T o maintain design immunity, the City Council must approve the new and updated standards and grant the Public Works City Engineer the authority to approve future revisions as per Government Code section 830.6. 3 692
DISCUSSION
• A comprehensive update of the municipal water system design and construction requirements began in 2023 by staff from the Community Development and Public Works Departments.
• The update includes a new set of water engineering standard drawings and specifications that align with current water industry standards and regulations, now presented as a standalone document as the 2025 Water System Design and Construction Standards.
• The revised and updated standards aim to provide clear and concise guidance for engineers, developers, contractors, and the public regarding public works construction requirements.
• The Public Works City Engineer oversees future revisions to ensure the City-adopted standards remain relevant and up-to-date, maintaining quality control and assurance.
4 693
FINANCIAL IMPACT
There is no financial impact.
5 694
End of Presentation
695