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HARBOR D·ESIGN CRITERIA STANDARD D
CITY OF NEVVPORT BEACH BUILDING DEPARTMENT
INGS
DESIGN CRITERIA/ GENERAL NOTES APPLICANT'S PLAN & PROFILE SAMPLE SITE PLAN & PROFILE
GENERAL
I. The construction of harbor facilities shall accommodate the need for safety and durability
as: well as convenience and appearance.
2. Structural elements of the docks, floats, gangways, piles, etc., shall be adequate to
safeguard human life, boats, and boating equipment.
J. Boat berthing facilities shall be designed to adequately handle anticipated loads with an
ample factor of safety as deemed appropriate by the City of Newport Beach Building
Department.
4. Materials of construction shall resist the corrosion of saltwater in order to assure low
maintenance requ'irements and long life ofthe facility.
5. Floats shall be designed to assure stability and buoyancy for safe operations.
6. Adequate utilities meeting all requirements ofthe current, applicable codes, shall be
provided for the convenience and safety of boaters and maintenance workers.
7. Harbor Penn its and Plan Check shall be as per the Title 17 of the City of Newport Beach
Municipal Code and Council Policy H-1.
8. Dock systems shall be designed by a civil or structural engineer, licensed by the State of
California, who is experienced in the design of mari_ne structures.
9. Repairs and non structural modifications to existing residential docks ca_n be designed by a
contractor experienced in dock facilities, at the discretion of the Building Department.
JO. Numbe1ing system for these "General Notes" and the "Harbor Design Criteria" match.
Some notes from the Harbor Design Criteria have been deleted from fr!ese "Standard
Drawings", but the Applicant shall refer to the Harbor Design· Criteria for a complete list
of project requirements.
1. NOT INCLUDED (See Harbor Design Criteria)
2. DOCKS LAYOUT AND DESJGN (Commercial & Residential)
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a. General:
(1)
(2)
(3)
Layout and design of harbor facilities shall be based upon the use of
the facility.
Harbo; sir~ch1"i='es ;hall ;onfotm to "Layout & Design Guidelines for
Mal'ina Berthing Facilities", latest ~dition, published by the State of
California Depa11ment of Boating and Waterways, except as
modified by the City's .Harbor Standard Drawings within the Harbor
Design Criteria.
The Harbor Standard Drawings shall be considered minimum
requirements for the cases represented, and, at the City ofNewpo:f
Beach Building Department discretion, may not apply to the specific
project submitted. The Building Department reserves the right to
mandate deviation from the Standards, if particular project conditions
require special consideration.
b. Slip and Boat Overhang into Adjacent Fairways:
(1)
(2)
Berths shall not be occupied by vessels more than 3 feet longer than
the berth or slip, or in the case of fairways with a 1.75 x Lb width,
not more than 10% of the length of the finger.
For berths either parallel or perpendicular to a main channel, vessels
can extend beyond the limits of the slip by as much as the beam of
the boat.
c. Finger and Walkway Widths:
(1)
(2)
(3)
(4)
Minimum finger widths for recrea.tional commercial and residential
docks shall be per Table No. I of the Harbor Design Criteria.
Fillets at the connection of walkways to fingers shall not have less
than a 4 foot side.
Outer end (end tie) and side-tie fingers shall be a minimum of one
foot wider than the minimal widths for all other adjacent finger
docks.
Residential Headwalks and Mainwalks:
(a) Minimum residential headwalk widths shall be no less than 6
feet for dock lengths up to 80 feet in total length, and 8 feet
wide for dock lengths of more than 80 feet.
(5) Commercial Headwalks and Mainwalks:
(a)
(b)
Minimum widths shall be no less than 8 feet wide. [fuse of a
walkway is for staging the public while waiting to board a
vessel, the minimum dock width shall be 12 feet.
At gangways, a minimum of 6 feet of walking~sutface shall be
maintained in fro ht of the furthennost gangway projection
(including toe plate) at high tide, and have a minimum of 4 feet
of clear space to walk along the side of any gangway for access
to berthed vessels.
d. Not included (See Harbor Design Criteria)
e. Not included (See Harbor Design Clite1:ia)
f. Not included (See Harbor Design Criteria)
g. Loading Criteria:
(1) The design oftlte dock system shall incorporate all anticipated dead
and live loads, plus wildlife loads, Where applicable.
(a)
(b)
(c)
Not inclqded (See Harbor Design Criteria)
Not included (See Harbor Design Criteria)
Wildlife Loads: Refer to State of California, Department of
Boating And Waterways (DBA W) "Layout and Design
Guidelines for Marina Berthing Facilities".
3.
(2) Wind loads shall be calculated both parallel to and perpendicular to
maximum length of vessels and structures.
(3) Cnrrent Loading: Floating docks in areas of the harbor may be
subject to current loads. Contact the City of.Newport Beach Marine
Department for these locations and potential velocities.
h. Flotation and Freeboards:
(1) Sufficient f10!3tion shall be provided to support dead load plus live
load with freeboards as noted below. Higher live load requirem-ents
may be required by the City of Newport Beach, urtder special
circumstances as may be deemed appropriate by the Building
Department.
(2) The flotation shall use expanded polystyrene cores. The use of
hollow pontoons shall not be allowed.
(3) Docks shall have pontoons composed of outer shells of either
concrete (1" minimum thickness) or an ultra-violet stable plastic such
as fiberglass or cross-linked polyethylene (l/8" minimum thickness).
Other alternative materials must be submitted to the City Building
Department for review and approval, p-e·r the " Request for Alternate
Mateiial or Method of Construction" appeals process. Exposed foam
flotation is not allowed.
(4) Residential Docks: In addition to the pontoon encapsulation types
noted above, residential docks may also use spray-on elastomeric
encapsulation systems for pontoons. Spray-on ·products must
demonstrate resistance to ultra-violet rays, solvents that may be
present on the water surface, and environmental ·conditions imposed
by saltwater contact. Minimum spray-on product thickness shall be
100 mils.
i. State Floating Tolerance:
(1) The dock swface of the in-place dock system, which inclu_des
fingerfloats and walkways, under various loading conditions, shall be
level within the tolerances stated in th~ Harbor Design Criteria.
j. Torsional Resistance Requirements:
(1) Fingers, connected walkways, and free-standing headwalks
unattached to other dock elements must be designed to provide dock
stability and resistance to torsional loads. Torsion bars installed in
fingers, and/or dock framing construction that provides for
calculated and verifiable twist resistance, is required. Free-standing
headwalks n:eed not provide independent means of torsional
resistance if the width ofheadwalk is 8 feet or more.
k. Guide Piles:
(1) Dock system pilings slfall be designed by an Engineer, licensed by
the State ofCalifomia, who shall have demonstrated expertise in the
design of marine structures. Pile loading calculations shall be
provided based on a soils investigation by a licensed geotechnical
engineer, or based on minimum code values for soil properties.
,neeK MATERJ,\LS_OE CONSTRUCTION
Materials used in dock system-s slfall have a.de'tilOilstfate1i lij_Sto-ey:ofuse in
,salt water.·environments of.at least lO 3/eal'S', or 9ther.wise be aP.l!!QY._e_d by.·a
.::licensed engineer. practicing_in w,aterfto.nt engine.ering; ;Materials used in
dock systems are to be new and in good condition.
(1) Flotation:
(2)
(a) Flotation systems shall be the products of manufacturers and
contractors regularly engaged in the production of such items
for marine construction.
(b) Flotation units shall consist of:
I) Concrete cast around a solid, closed cell foam core, or
2) Fiberglass, polyethylene or plastic shell with a fitting,
solid, closed cell foam core.
All plastics used in the dock systems shallal.le ultra-violet light•
,stnbilized.-or,protectedi--Plastics pl'Oposed for use must.have a
demonstrable,perfoJD\illtCe=histoey"'in salt::.water. em.dronments of at.
,least tefi:years, or be,the,..n:_~ommendation Of a Galifomia-licensed •
.. Engin'e'er'. E>esign-strengthS'and"tlfickn'ess shall be appropriate:for: the
•intended•purp0se~
(3) Foam cote for floats shall b~ a rigid block of closed cell expanded
polystyrene with a unit weight of between 0.95 to 1.2 pounds per
cubic foot Propetties of foam shall confonn to ASTM C578, with
maximum water absorption of 3.0 percent or less as detennined by
ASTM C272, Method C. The foam core shall not have more than 10
percent reground material, and reground foam pieces shall not
exceed 3/8 inch ·diameter.
b. Timber:
(1) All wood-construction fingers shall have framing that includes
cross-members that provide tigid connection to the full-length
stringers. All connections shall be made using thru-bo\ts.
(a) Commercial Dock Framing: For independent long docks 1hat
float freely and do not have docks and/or fingers attached for
stability, all primary load carrying framing members shall be
fabricated from glued-laminated beam construction, to
prevent warpage of the major members, contributing to dock
instability.
c.
d.
(2) Allowable Stresses: Allowable stresses for harbor structures shall not
exceed thos~ stated in the California Building Code (CBC).
(3) Timber used for walking·decks shall have a minimum net thickness
of I½ inches.
( 4) Timber for walking surfaces shall be Douglas Fir, Select Structural.
Sawn timber for other framing members shall be Douglas Fir, No. I,
minimum.
(5) Glued-laminated timber·shall be Douglas Fir 24F-V8, industrial grade
for application in wet environments. Fabrication shall comply with
Product Standard PS 56-73, "Structural Glued Laminated Timber".
(6) Walking surfaces shall have a non-skid finish and be maintained
periodically or when worn and unsafe. Treated timber decking
requires no further non-skid finish.
(7) Dimensional lumber is not required to be painted. However, if the
applicant chooses to paint, such paint shall be maintained to good
condition and appearance.
(8) Plywood utilized within dock framing systems shall be exterior grade
material. Plywood shall not be used as the walking surface for a dock
system, unless the product can be demonstrate(,i to the City of
Newport Beach Building Department that it is provided with a
factory-applied protective, non-skid walking surface that will be
durable and has a proven process for patching and touch-up. lntemal
plywood members shall be provided in such a manner that water can
be easily conveyed off the top.sutface of plywood and not pond or
get trapped, leading to early deterioration and dry rot.
(9) Weight of treated Douglas Fir shall be assumed to be 35 pounds per
cubic foot.
(10) All timber used for dock construction shall be marked with the
appropriate grade of material and preservative treatment, or may be
subject to rejection by the City Inspector.
(11) Wood Preservative for Timber.
Steel:
(a) All timber products shall be coated with preservative
treatment to retention limits recommended by the American
Wood Preservers Association Standard M4 "Standard for
the Care of Preservative-Treated Wood Products" and
A WPA Standard C2 "Lumber, Timber, Bridge Ties & Mine
Ties~Preservative Treatment by Pressure Processes".
(b) Current State and Federal environmental requirements and
guidelines for the type and application of preservative
treatments will be strictly enforced.
(c) AU lumber must bear a stamp approved by the American
Lumber Standards Committee for conformance to the
American Preservers Association Standards.
( d) Field cuts and bored holes shall receive field-applied
preservative treatment in accordance with Best
Management Practices. Preservative treatment chemicals
shall not be allowed to enter harbor waters.
(1) Any steel components used in the marine environment shall be
hot-dip galvanized with a minimum of3 mils of zinc, or epoxy
coated per ASTM A 934 and manufacturers recommendations, or
shall be stainless steel.
(2) Structural steel shall conform to Standard Specifications for
Structural Steel for Bridges and Buildings, ASTM A36. Aluminum
shall conform to 6061-T6 material specifications. Stainless Steel
shall confonn to A316 material specifications.
(3) Fabrication and erection shall comply with the latest applicable
codes.
(4) All bolts securing primary structural members shall be a minimum of
½ inch diameter thru bolts. Bolts shall be A307 and include washers
where direct contact with timber members occurs. Carriage boits are
also allowed.
(5) No connecting device shall protrude beyond the fascia or waler into
the berthed area, which may contact any part of the berthed vessel,
or extend up into any walking swface creating a tripping hazard,
Concrete and Reinforcing:
(1) Concrete shall be designed for permeability, strength, chemical
stability and abrasion resistance, appropriate for its application.
Minimum compressive 1,trength for concrete, subject to salt water
splash, immersion and/or brackish water is 4,500 psi and a 0.45
water-to-cement ratio.
(2) Portland cement shall conform to ASTM CJ SO Typo I or Type II
modified, and low alkali. Chemical admixtures shall conform to
ASTM C494. Chemicals designed to limit corrosion of internal
reinforcing may be used. Air entrainment admixtures shall confonn
to ASTM C260. Coarse and fine aggregate shall conform to ASTM
C33, and ASTM C330 where lightweight aggregates are used.
Lightweight aggregate, if used, shall consist of expanded and coated
shale or equivalent material of sufficient strength and durability to
provide concrete of the required strength.
(3) Concrete structures shall be designed to provide sufficient coverage
of reinforcing steel, so as to prevent corrosion, per code requirements.
For structures exposed to salt water splash or immersion, bar
reinforcement shall confonn to ASTM A 706, and shall be epoxy
coated per ASTM A934, after bending of the bars. Welded wire mesh
shall confo1m to ASTM Al 85 and shall be epoxy coated conforming
to ASTM A884, with all visible defects and cut ends repair coated.
Wires used to tie reinforcing steel shall be either epoxy-coated steel,
or A316 stainless steel.
CITY OF NEWPORT BEACH
CITY OF NEWPORT BEACH
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SOUNDINGS ARE EXPRESSEO IN FEET AND DENOTE OEPTHS
BELOW MEAN LOWER LOW WATER. MAXlMUII RANGE OF TIOE
APROXIMATELY 10 FEET. HARBOR LINES ARE ESTABLISHED lN
!"HIS SECTlON OF NEWPORT BAY.
INSTALL THREE NEW DOCK EXTENSIONS AS
SHOWN ON THE DRAWING AND INSTALL 5 NEWl-------------------1
12" SQ. PILES. ,.. ,.. IJ'-,.
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APPLICANT'S NAME: CITY OF NEWPORT BEACH
TEL: (949) 644-3043
15TH STREET
NCWPORT BCACH. CA
08 ADDRESS: 15TH STREET PUBLIC DOCK
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I SITE PlAN
SCALE 1 "=20'
DATE: 18 DEC 08
APPLICANT'S SUPPLEMENTAL ~vQIE~s!cl,f,E~,l;EDED}
APPLICANT'S PROPOSED PROJECT DESCRIPTION
INSTALL THREE NEW DOCK EXTENSIONS AS SHOWN
ON THE DRAWINGS AND INSTALL ( 5 ) NEW
12" SQ. PILES.
DOCK EXTENSIONS SHALL BE USED FOR PUBLIC DINGHY
MOORING
I_ 55'-o" J L ss·-o-I ~-
SUE PLAN
SCALE: t•=40'-0"
OR
19=20'-0"
SITE PLAN INSTRUCTIONS
SITE PLAN INSTRUCTIONS
__l
PROVIDE A SITE PLAN AND PROFILE IN THE SPACE PROVIDED ABOVE DRAWN TO SCALE TO
Cl.EARLY SHOW THE FOLLOWING INFORMATION:
1. LDCATION AND DIMENSION OF PROPOSED STRUCTURE INCWDING PILES AND LOCATION
OF EXISTING STRUCTURES ON ADJACENT PROPERTIES.
2. LOCATION OF BULI<HOO, PIERHEAD AND PROJECT LINES.
3. LOCATION OF PROPERTY LINES.
4. LOCATION OF CHANNEL MARKERS WlTlilN 200 FEIT.
5. LOT SIZES AND LOT NUMBERS.
6. EXISTING GROUND PROFILE BENEAT11 PROPOSED STRUCTURE.
7. ELEVATION OF TOP AND BOTTOM OF BULKHEADS AND PILES WITH RESPECT TO MLLW.
8. AAEA AND PROFILE Of AfN PROPOSED DREDGING WITH ELEVATIONS SHOWING DEPTHS
WITH RESPECT OF MLLW.
9. Atf'/ SPECIAL CONDITIONS AFFECTING THE CONSTRUCTION OR AFFECTING BOATING
OPERATIONS .
10. EXISTING STRUCTURES SHALL BE SHOWN IN LIG\fl DASHES. NEW WORK SHALL BE
SHOWN IN HEAVY SOLID LINES.
PROJECT 1111.E: 1 5 TH ST. PUBLIC DOCK EXTENSION HARBOR CONSTRUCTION STANDARD DRAWINGS
CllY OF NEWPORT BEACH BUILDING DEPARTMENT
PROJECT ADDRESS: 21 5 ( D ) l 5 TH ST PUBLIC DOCK, TITLE SHEET & SPECIFICATIONS
NEWPORT BEACH, CA HARBOR RESOURCES APPROVAL DWG. SCALE:
NS SHOWN
DAlE
JULY
DRAWING NO.
200aL
PROPERTY OWNER NAME:c1rv OF NEWPORT BEACH TELEPHONE NO. ( 949 ) -644 -304 1
ADDRESS: 829 HARBOR ISLAND DRIVE, NEWPORT BEACH, CA 92660
BY: ______________ DATE:. SHEET-O1
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DESIGN CRITERIA/ GENERAL NOTES
4.
e. Pilings and Anchorage.:
( I '1 Piles shall be the products of manufacturers and contractors
regularly engaged in the production of such items for marine
construction. Typical materials approved for pile materials include:
I. Pre-stressed concrete, 2. Steel, or 3. High-strength composite
materials. Timber piles are not allowed.
(2) Unless subsurface soil materials prevent their use, pilings shall be
pre-stressed concrete. Portland cement shall be ASTM C 150 Type
2 . Water for mixing and curing shall be fresh, clean and potable.
Aggregates shall confonn to AST:\11 C33, Size Number 67, and be
free from any substance that is deleteriously reactive with the
alkalis in the cement. Admixtures, if used, shall confonu to the
requirements of ASTM C494 and not contain chlorides. Co1Tosion
inhibiting concrete admixtures are encouraged. Pre-stressing steel
shall be uncoated, seven-wire stress relieved strand with a
minimum ultimate stress of 270,000 psi confonning to ASTM
A416. Ties and spirals shall confonn to ASTM A82, cold drawn.
Piles shall cure and reach a strength of not less than 4,000 psi
before de-tensioning and cutoff of the strands.
(3) Guide rollers shall be fabricated from polyethylene, UHMVv',
polyol efin or polyurethane roller or plate material. As an option to
the use of rollers, UHM\V rub blocks may be used. Minimum
thickness of a rub block shall be 2 inches, with attachment bolts
countersunk into the UHM\V rnatc1ial.
(4) Any structural steel.components used in the marine environment
shal l be hot-dip galvanized or epoxy coated per manufacturers
recommendations, or A3 l 6 stainless steel.
(5) Steel piles must be painted with a non-toxic coating that prevents
or inbibits the corrosion of the pile base material. Design of steel
piles shall include a l /8-inch additional corrosion allowance.
Coatings must be maintained to prevent growth and wear from the
guide roller assemblies. Rollers should be cleaned periodically to
prevent shell fragm~nt build-up from further deteriorating the
coatings protecting the steel piles . For added steel pile protection,
sac1ificial anodes may also be designed and installed to limit
conusion, and UHM\.\' plastic pile wraps can be installed to limit
wear of the steel su rface from guide roller friction.
(6) Installation Crite1ia:
(a) Piling shall be installed by a licensGd contractor regularly
engaged in the business of pile driving. Care shall be taken
in the hand ling and driving of piling, to prevent spalling,
cracking or olher damage. Contractor shall install piles per
approved local, state and federal requirements. Jetting may
be permitted \vith State and federal approval.
(b) Tolerances:
I)
2)
The elevation of the head of piles shall be within
one inch of designer top of Pile elevation. Minimum
pi le top elevation for dock systems shall be +12.0
M LLW in protected areas of the Harbor. Applicant
shall consider pile top elevation of+ 13.0 for facilities
in or near the Harbor Entrance, due to more severe
environmental conditions encountered in the
location.
Pi ling shall be installed vertically plwnb within
tolerances defined in the construction documents,
but in no cases more than 2.5% out of vertical
plumb, and 4 inches out of horizontal location.
(c) Records and Ce1iifications:
1) Records of pile driving operaliom, shall be
maintained under the supervision of the Engineer of
Record, and made available to the City upon request.
2) Upon completion of the pile dri\1ing operation, the
engineer shall ce1iify that the pilings were installed
i 11 accordance with tbe design and these guidelines.
Such certification shall be on the Engineer's
letterhead and hear the Engineer's stamp, and shall
be submitted to the City Building Department prior
to issuance· of the certificate of occupancy.
f. Alternative and/or Hybrid Materials
Alternative materials such as recycled plastic, PVC, and others, which can
show a demonstrated experience and useful lifespan in the marine
environment and usage, can be proposed lo the City of Ne\vport Beach for
consideration. The decision of the City of Newport Beach regarding the
use of altemati ve or hybrid materials will be final.
APPLIRTENA>ICES
a. Locker Boxes: Individual locker "dock'' boxes may be provided for slips,
and may provide housing for electrical and mechanical sen.rices. Locker
boxes shall be secure ly attached to the dock smface. All dock boxes
should be located on finger fillets; i.e., the intersection of the finger and
the main or headwalk, on the triangular dock surface. Locations other
than on a finger fillet require the approval of the City. Locker boxes
installed in the path of travel that limits safe pedestrian access wiU not be
allowed. Minimum clearance::. for safe pathways are as follows: 2 feet
clear on fingers, 3 feet clear path on main and head1,valks .
Lockers boxes shall be made of 1/8 inch minimum thick fiberglass or
cross-linked polyethylene. Flammable materials shall not be kept in locker
boxes .
b. Cleats: Cleats shall be designed to accommodare boats and loads
appropriate fo r their location. A minimum of two cleats on each side of a
finger is required. Cleats shall be hot-dip galvanized, and attached to lhe
dock system by means of through-bolts of adequate size to transmit loads
between boats and the dock system.
c. Bumpers: Bumpers shall be installed on dock su1faces that will come into
contact with boats. Oult:r comers of fingers should be protected with
comer bumpers or dock wheels . Bumper material shall be vinyl products,
or those that have been approved by an Engineer, licensed to practice in
the State of California. Water retentive material Sllch as rugs, or salvage
materials such as ti res, shall not be used, Install bumpers with aluminum
or stainless steel nails or screws.
d. Boarding Steps: Boarding steps shall not be kept on main walks .
Boarding steps may be kept on, or attached to, finger floats, but in no case
shal l boarding steps on finger floats occupy more than one-half of the
width of the finger float. Boarding steps shall be light-weight and not used
for storage, unless the supporting dock section has been. specifically
designed for the additional dead and live load. Boarding steps shall not be
pennanently attached to the outermost 5 feet of any finger float.
e. Life Rings: Life rings shall be installed in strategic locations on
com mercial docks. Life rings for residential docks are encouraged, bu t not
requ ired.
5.
f. Dock Ladders: Dock ladders shall be installed in strategic locations un
commercial docks for safety purposes. Ladders shall extend into the water
by at least 3 feel, and be constructed of materials that resist corrosion and
prolong ladder life. Ladders may be provided with the abi lity to swing
out of the water in order·to allow for special recreational uses of the
docks. Ladders for res idential docks are encouraged, but not requir~d.
ACCESSIBLE GANGWAY COMPLIANCE
a. General
(1) Landside facilities of commercial docks and of docks serving ne\v
multi-family developments shall meet all accessible requirements
for the path of travel from the street and parking lot, to the
gang\vay and down to the docks.
(2) \Valking surfaces of gangways shall have a non-skid finish, such as
punched metal, unpainted timber, or grit impregnated metal,
painted non-skid coatings, etc.
(3) Gangway Support: Connections between gangways and the
adjacent bulkheads or platforms shall be designed by a licensed
engineer, and comply with the following minimum requirements:
(a) Gangways shall be supported by the bulkhead or platform
through a mechanical connection system, such as
face-mounted plates or clip angle hangers with saddles,
shackles or pins, attached to the bulkhead or platfonn with
poured-in-place anchor bolts or epoxy-anchored threaded
studs. Minimum diameter of bolts shall be 5/8 inch, and
material for bolts in contact with concrete or treated lumber
shall be A304 stainless steel.
(b) The hinge and supports shall be capable oftransfen-ing full
dead and live loads generated by the gangway to the
mechanical connection system.
(c) Steel angles, plates and other sections utilized in these
connections shall be minimum A36 grade and have a
minimum thickness of 3/8 inches. Any exposed edge~ of
plates that may potentially be in the path of travel or in
contact with foot traffic shall have beveled or rounded
smooth edges.
(d) All steel members and hard\vare shall be galvanized, or
coated with a fonnulated non~toxic coating system designed
specifically for the marine environment
(e) The gangway shall be restrained from lifting out of the
support saddle during extreme high tide elevations, \vithout
interfering with rotation at the gangway hinge.
(4) Gangways shall be braced in the horizontal plane to prevent lateral
deformation. The bracing system can consist of diagonal supports
within or under the gangway framing system, plyv.,ood sheathing,
or by decking designed -to act as a shear transfer membrane.
b. Commercial Docks: Commercial docks servicing the public wi ll be
required to meet all applicable requirements relating to accessible
compliance requirements.
(1) Design live loads for gangways shall be a minimum of50 pounds
per square foot for gangways functioning strictly fur access to the
dock system, and a minimum of 100 pounds per square foot for
gangways that can be used as a staging area for passengers
boarding vessels. The maximum allowable deflection of a gangway
or bridge at midspan is L/240, with U360 suggested for walking
comfo1t.
(2) Gangway slopes shall meet CUlrnnt state and Federal requirements
for safety and access compliance, where applicable.
(3) All commercial gangways shall be accessible compliant.
(4) Gangways shall be equipped with self-closing, self-latching gates
at th:;-; bulkhead end of the gangway. Gates shall not open into
intersecting walkways.
(5) All ,,._,alking surfaces shall be provided with a commercial grade
non-skid surface. Worn or slick non-skid su1faces shall be repaired
immediately upon notice. Non-skid walking smfaces shall he
maintained and/or re-applied at a minimum of every six (6)
months. The maximum allov,rnble gap in adjacent walking planks
or surfaces shall be½", and the maximum vertical height
differential between adjacent planks or slllfaccs shall be ¼" .
(6) All gangways shall he equipped with transition plates at ihe
bottom of the gangway, and if fabrication details include gaps in
the hinge transit ion of more than ½ inch, at the top of gangway as
well. Th~se transition plates shall be of non-.skid surface material
and provide the transition from the gangway platfonn and/or dock,
onto the gangways . All transition plates shall have a slope no
steeper than 1 :8 for access ible gang\\/ays not required to be
accessible, and 1: 12 for accessible gangways. Transition plates
shall have rounded edges along the path of travel and a height or
thickness at the end of the plate of no greater than 3/8 inch.
(7) Minimum clearance on the dock system around a gangway
landing shall be 5 '-On.
(8) For additional discretionary gangways, other than the required
actessible gangway, gangway slopes for commercial docks shall
nol exceed 1 foot ve1tically for each 3.0 feet of length, when the
tide is at -1.0 feet MLL\V. The minimum length of commercial
gangway shall be 30'-0".
(9) Guard, mid and hand railings shall meet the requirements of the
late.st State of California Title 24 requirements.
(I OJ Railings shall be designed to resist a load of 50 pounds per foot
applied horizontal ly to the rail or a 200-pound point load applied
vertically at any point along the length of all horizontal rails.
c. Residential Docks:
(I) Gangway slopes for residential docks shall not exceed 1 foot
vertically for each 2.5 feet oflength, during the full range of tidal
swing elevations. The minimwn length of residential gangway
shall be 24' -0".
(2) Minimum gangway clearance (within handrails) shalJ be 2'-6"
wide.
(3) A 3-foot long toe plate, at the base of a gangway, is encouraged
for ease of use and safety and to provide a continuous sloping
pa.th of travel, from the surface of the gangway to the surface of
the dock. A gangway bottom "step-off', if the toe plate is not
utilized, shall not ex ceed 7 inches in vertical height.
(4) Worn or slick non-skid surfaces shall be repaired immediately
upon notice. Non-skid walking surfaces shall be inspected and
maintained periodically for safety pmposes.
6.
(5) Gangway handrail heights shall be 34 to 38 inches above the
gangway walking surface. Openings in rails of residential
gangways shall not permit a sphere 12 inches in diameter to pass
through.
The gangway rail shall be designed to resist a load of 20 pounds per
foot of horizontal force applied to the top of the rail.
(6) lf a residential dock system has 25 or more slips1 an accessible
gang\\/ay system shall be designed with a minimum design load of
50 pounds per square foot, and a maximum deflection of L/240,
with a defle.ction ofL/360 suggested.
SPECIAL FACILITIES
a. Fuel Floats:
(1) Locate boat-fueling docks near the entrance of the harbor, in an
area lhat is protected from waves and rough ,vater environmental
conditions.
(2) Fuel floats used for dispensing petroleum products shall be
adequately designed and placed to provide maximum service to the
boater. Adequate guide piles or dolphins shall be required to
provide pennanence, safety, and stability to the floating docks, and
shall be designed by a California Licensed Engineer with
wateli'ront experience. Fuel floats must be designed to support the
dead loads imposed by the dispensers, hose reels, storage, pipe
chase,vays, etc.
(3) Fuel facilities shall be in confonnance with County, State and
Federal codes, ordinances and law. Equipment, such as
containment booms and absorbent pads, shall be kept on the fuel
dock to contain spills.
(4) fuel Floats shall contain all necessary fire fighting equipment• and
systems, as deemed appropriate by the City of Newport Beach Fire
DepartmenL
b. Sewage Pump Out Facilities:
(1) Mririnas \Vith more than 50 boats are required to have at least one
(1) sewage pump out facility. Sewage pump out facilities shall
connect to the nearest City of Newport Beach se\vagc line system.
Refer to City of Newpo1t Beach Standard Drawings for Public
Works Constrnction for details of these connections.
(2) Sewage pump out equipment shall be products that have been
designed, tested and installed for the specific purpose of vessel
sewage pump out.
c. Floating Buildings:
(1) To ohtain approval from tl1e City of Newport Beach Harbor
Resources Division for the irustallation of a floating building: the
applicant must provide compelling reasons that such a facility is
necessary and is precluded from location on land.
(2) Only commercial facilities are allO\ved to consider floating
buildings.· Residential facilities are not allov1-•ed to have floating
buildin gs. Potential flciating building uses include restrooms, the
dock.master's office, enclosures on a floating fuel doCk, and boat
rental office. Other uses may be considered, at the discretion of
the City of Ne,vport Beach.
(3) Floating buildings are subject to the latest edition of all local,
State and Federal building codes.
d. Vessel Launching Facil ities:
(1) Vessel launching faci lities may include vehicle launch ramps for
trailered boats, concrete law1ch ramps \Vith rails and/or Lrncks for
special vessel carriers, elevated travel lift launches, swing hoists
on davits, and forklift launching.
(2) All launch facilities shall be designed considering the launching
and vehicle loads imposed on existing and/or planned structures.
(3) Vessel launching facilities shall be designed in accordance with
California Department of Boating and Waterways, Boating
Facilities Division, "Layout, Design and Construction Handbook
for Small Craft Boat Launching Facilitie.s".
e. Special .\1ooring Devices:
(1) Special vessel mooring devices may be required or desired for
specific berthing conditions .. Large vessels may require mooring
and/or breasting dolphins (pile groupings designed to resist large
impact and berthing loads), berthing walls, or other devices that
facilitate vessel docking.
(2) Special mooring devices sha11 be designed by a licensed engineer
and geotechnical consultant, v,:ith experience in \\/aterfront
engineering. Special mooring devices shall be designed to resist
be1ihing loads, wind, wave, and current loading for the localized
area.
f. Piers, Platfonns, and Wharves
(1) Piers, platfonns, and wharves shall be designed by a California
li censed Engineer experienced in waterfront stmctures. A
geotechnical report, for pile design and installation, shall be
provided that addresses special issues such as liquefaction
potential, and the gravity and seismic support of the waterfront
structure. The geotechnical repmt shall be prepared by a
Califomia-licensed Geotechnical Consultant.
Refer to the Harbor Design Criteria for the various geometdes
allowed for piers and platforms that serve and provide access to
residential floating docks.
(2) Commercial: Structures shall be designed for an assembly area live
load of 100 pounds per square foot (psf) as well as vehicle loads
that may be imposed on the stmcture for maintenance purposes.
(3) Residential: Structures shall he designed for a minimum live load
of 50 psf.
g. Seawalls (Bulkheads):
(1) '-lot included (See Harbor Design Criteda)
(2) Not included (See Harbor Design Criteria)
(3) Seawalls shall have a top elevation of not less than 9.0 MLL W.
Sea\vall elevations of l 0.0 MLL W or more, depending on location
within the bay and potential for wave or wake over-topping, are
recommended.
( 4) The dis tance between seawalls and all floating dock components
shall be a minimum of one foot horizontal distance.
( 5) Seawalls shall be designed to resist all applicable vertical and
horizontal loads.
7.
8.
(6) A minimum safety factor of 1.5 shall apply lo gravity loads, and a
mil1imum safety factor of 1.0 shall apply to seismic loading cases
for the stability of seawalls.
( 7 ) Decking shall butt to the seawall cap, or cantilever over the top of
the seawall, if approved.
( 8 ) Not included (See Harbor Design Cnteria)
( 9 ) Seawall design requires a soils report from a California licensed
geotechnical consultant experienced with the design of waterfront
structures. Any sloping surface on the water or landside of the
seawall must be accounted for in the calculations for the sea\vall.
(10) All concrete sheets used for seawall construction shall be designed
as pre-cast, pre-stressed concrete elements. Sheet design shall
provide for symmetrical distribution and sizing of strands, to
prevent curvature of the wall.
(11) All seawalls or seawall alterations shall be designed by a
California-licensed Civil or Structural Engineer.
NOT INCLL'DED (See Harbor Design Criteria)
UTILITIES
a. All utility lines in a floating dock system shall maintain clearances as
outlined in «Layout & Design Guidelines for Marina Be11hing Facilities".
b. Electrical Power and Lighting:
(1) All elecu·ical design shall be in accordance with the latest edition
of the California Electric Code ( CEC) Article 555 -"Marinas and
Boatyards", California State Building Standards "A.1iicle E555 Title
24, and the California Fire Code (CFC).
(2) Electdcal systems shall be designed by an Electrical Engineer,
licensed by the State of California, and shall be in accordance with
the latest requirements of the City of Newport Beach.
(3) An electric service connection shall be located at a minimum of
ev~ry other slip. Electrical receptacles shall be waterproof and
approved for marine waterfront exposure.
( 4) Lighting shall be provided on all floating structures for pedestrian
safety. All lighting shall be so designed as to provide sufficient
light for safe pedestrian usage. All lighting on landside structures
and buildings shall be designed to provide a minimum
reflection/glare on the adjacent water areas with cons ideration for
lighting reductions in evening hours.
(5) Electrical cables and conduits shall be fastened securely to the
dock system and gang\',rays such that the system is protected from
damage by boats. All electrical equipment shall be located above
the harbor water level per CEC requirements at all times. If
distribution cabling v-:ill be subject to water contact, cabling shall
be rated for submersible use. All strapping supports for conduit
shall be stainless steel. All electrical conduit and cables must be
concealed within the dock system.
(6) Transformers and panels located on the docks shall meet all
requirements of the CEC. Several maintenance receptacles should
be placed throughout the marina system to allow dock maintenance
cre\vs to use small electnc tools witho ut using metered power
dedicated to slip renters.
(7) Commercial Facilities:
(a) Commercial facili ties shall provide minimum lighting levels
for public safety along the path of travel from land to the
berthed vessel.
(b) Lighting fixtures with a capacity of 9 watts mounted at
heights bet\veen 1.5 to 3 feet above the :floating deck
surface in dock boxes or on individual pedestals along the
path of travel will generally meet this requirement. Fixtures
should be located such that lighting levels on the walking
surface are as uniform as possible.
(c) In addition, pole-mounted lighting shall be provided to
illuminate vertical access systems such a gangways, steps,
and lifts, providing a higher level of illumination at vertical
transitions in the path of travel.
( d) Lighting systems shall be designed to provide light for the
floating walking and access surfaces and not project light
into neighboring properties and/or water space. Special Jens
and/or shields may be required to ensure that stray light is
blocked and/or managed.
(e) All lighting shall be controlled by photo cells and/or timers,
to assure that their operation is automatic and energy
c. Plumbing
consenting.
(I) Plumbing systems shall be designed by a Civil or Mechanical
Engineer, licensed by the State of California, and shall be in
accordance with the latest Califomia Mechanical Code, California
Plumbing Code, and California Fire Code.
(2) One hose bib shall be provided for eve1y two (2) boats, as a
minimum. Hose bibs for every boat slip are recommended for
boater convenience and the reduction of clutter on the docks.
(3) Backflow preventers shall be provided for all water supply systems
into the sile. Pressure reducers or booster pumps may be required
to meet pressure and flow requirements.
(4) Refer to Section "Se\vage Pump Out Facilities" for criteria for
sewage system installations .
(5) Supply \.vater and sewage pipin g shall accommodate the full range
of tidal movement, via the installation of flexible hoses and/or
mechanical s,vivel pipe fittings . All materials shall be suited for
the salt-water marine environment and be rated as "Food Grade"
materials.
d. Fire Protection:
(1) General:
(a) All fire protection systems for marinas, wharves and piers
shall be in accordance \\/ith CFC.
(2) Code Requirements:
(a) Retroactivity of code prnvisions : At the option of the
Newport Beach fire Department, the authority can make
the conditions and provisions of applicable cunent codes
retroactive, if deemed necessary for public safety.
Otherwise, the provisions of applicable codes that existed or
were approved for constmction or installation prior to the
effective date of the standard shall apply.
II.
(3)
(4)
Fire Department connection/s (FDC's), backflow preventers and
pressure reducing assemblies or booster pumps if required,
firehose cabinets, fire standpipes and portable fire extinguishers
shall be provided on the docks, as required by Code. :Meet City of
Newport Beach Fire Department requirements for periodic hose
testing and replacement.
Commercial Facilities:
(a)
(b)
All commercial dock installations shall be provided with a
fire fighting system, approved by the City of Newport
Beach Fire Department. If the City water pressure is not
adequate to produce pressures necessary to meet special
City and Code requirements, an auxiliary booster pump
system may be required.
All new and existing marinas and boating facilities shall
meet the requirements described in "Cases" as made part of
this Design Criteria. The purpose of these requirements is to
facilitate safe boating navigation, as well as provide
fire-fighting capability.
(5) Residential Facilities:
(a)
(b)
Fire protection systems for single-family residential docks
are optional, although highly recommended. The residential
owner should contact their insurance carrier for any policy
requirements associated with providing a fire protection
system.
Fire protection for multi-family or condominium res idential
docks, piers and floats are required to have a fire proteclion
system meeting City and Code requirements.
9. ENVIRONMENTAL
a. Commercial Facilities:
(I)
(2)
All commercial facilities shall prepare a Best Management
Practices plan to document environmental practices to be applied
to daily operations. Plans shall address in-water maintenance
limitations, storage and handling of hazardous and/or waste
products common to the boating community, and emergency
response to chemical spills.
Commercial facilities shall provide a means for vessels to pump
out their bilge tanks and the wastewater products taken to an
approved treatment and disposal facility.
tO. NOT INCLUDED (See Harbor Design Criteria)
LANDSIDE DEVELOPMENTS (Commercial Only)
A. Landside developments of waterfront projects are subject to City of Newport
Beach Planning & Building Department requirements.
B. See State of California Department of Boating and \Vateiways "Layout and
Design Guidelines for Marina Berthing Facilities", ·latest edition, for minimum
requirements for landside facilities, in support ofv1-•aterfront developments.
C. Landside requirements for marina projects include location and design of
restroom fac ilities, minimum parking requirements and access compliance.
HARBOR CONSTRUCTION STANDARD DRAWINGS
CITY OF NEWPORT BEACH BUILDING DEPARTMENT
HARBOR RESOURCES APPROVAL DWG. SCALE: DATE
AS SHO'AN .lJL Y
DRAWING NO.
2008~
BY: ______________ _ DATE: ______ _ SHEET-02
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215 D 15th STREET PUBLIC DOCK
NEWPORT BEACH, CALIFORNIA
HEET NO.
T-1
T-2
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
PROJECT
SHEET INDEX
HARBOR DESIGN CRITERIA STANDARD DRAWING SHEET 01
HARBOR DESIGN CRITERIA STANDARD DRAWING SHEET 02
TITLE SHEET
GENERAL NOTES
SITE PLAN
DOCK CONSTRUCTION DETAILS - 1
DOCK CONSTRUCTION DETAILS - 2
PILE DETAILS
DOCUMENTATION OF UNREASONABLE HARDSHIP
30' GANGWAY DRAWINGS
EXISTING ADA PARKING ACCESS -1
EXISTING ADA PARKING ACCESS - 2
CLIENT
PROJECT ADDRESS:
215 ( D) 15 TH STREET PUBLIC DOCK
NEWPORT BEACH, CA 92663
OWNER:
PUBLIC WORKS DEPARTMENT
CITY OF NEWPORT BEACH
3300 NEWPORT BOULEVARD
NEWPORT BEACH, CA 92663
ATTN: MR. MICHAEL J. SINACORI
ASSISTANT CITY ENGINEER
ENGINEER:
BLUEWATER DESIGN GROUP
2500 VIA CABRILLO MARINA, SUITE 200
SAN PEDRO, CA 90731
TEL: (310) 548-3132
FAX: (310) 548-1924
ATTN: TIM BAZLEY / PRABIN TULADHAR
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACH ■-----+------+--+----■I
NEWPORT BEACH, CA & RflfSla,IS BAsm at CN8 CORR£C11fM UST (:!IRD CHECK) PT
2ND SUBMITTAL Planning and Engineering Services
NO. REVISION BY DATE For Marinas and Waterfront Resorts
PROJECT DESCRIPTION:
INSTALL NEW FLOATING DOCK EXTENSION TO EXISTING
PUBLIC DOCK AND INSTALL 5 NEW 12" SQ. CONCRETE PILES.
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
VICINITY MAP
N.T.S.
LOCATION MAP
N.T.S.
TITLE SHEET
PROJECT SITE
PROJECT ~ LOCATION
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
T-1
SHEET I
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GENERAL CONSTRUCT/ON NOTES:
1. ALL WORK SHALL CONFORM TO THESE PROJECT SPECIAL PROVISIONS AND THE APPLICABLE
PROVISIONS OF THE STA TE OF CALIFORNIA DEPARTMENT OF BOA 7/NG AND WATERWAYS (DBAW)
STANDARD SPECIF/CA 7/0NS AND PLANS, LA TEST ED/7/0N.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STA TE, COUNTY AND CITY LAWS AND ORDINANCES
RELA 7/NG TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. THIS
SHALL INCLUDE, BUT IS NOT LIMITED TO THE PREPARA 770N OF TRAFFIC CONTROL PLAN AND
PREVENTION OF DEBRIS DISCHARGE TO THE BAY WATERS.
3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY ADJACENT TO THE WORK
THROUGHOUT THE PERIOD OF CONSTRUCT/ON.
4. THE CONTRACTOR SHALL 8£ HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING
STRUCTURES AND UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE
EXACT LOCA 770N OF EXISTING UTILITIES. ANY UTILITIES EXPOSED OR DAMAGED BY THE
CONTRACTOR SHALL BE REPAIRED BY HIM AT HIS EXPENSE.
5. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
CONDITIONS AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF OF
ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER HARMLESS FROM ANY AND ALL LIABILITY, REALN AND/OR ALLEGED, IN CONJUNCTION
WITH THE PERFORMANCE OF THIS CONSTRUCTION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE LIABILITY INSURANCE TO DEFEND, INDEMNIFY
AND HOLD HARMLESS THE OWNER FROM ANY CLAIMS AND DAMAGES THAT MAY ARISE FROM
THIS CONSTRUCT/ON.
7. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS. THE
PRESENCE OR ABSENCE OF A CITY OR OTHER INSPECTOR WILL NOT RELIEVE THE CONTRACTOR
OF FULL RESPONSIBILITY FOR THE PROPER PERFORMANCE OF WORK.
8. ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE AUTHORIZED
BY THE ENGINEER BEFORE CONTINUING WITH WORK IN THAT AREA.
9. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT
MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR
IND/CA TED, OR IF IT APPEARS THAT THESE PLANS, STANDARD SPECIF/CATIONS, AND SPECIAL
PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL
NOTIFY THE ENGINEER PRIOR TO CONT/NU/ON WITH ANY RELATED WORK. NO ALLOWANCE WILL
8£ MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN
DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE DONE. NOTED DIMENSIONS TAKE
PRECEDENCE OVER SCALE.
10. A SET OF SIGNED BLUEPRINTS WILL BE KEPT AT ALL TIMES AT THE JOB SITE ON WHICH ALL
CHANGES OR VAR/A TIONS IN THE WORK, INCLUDING EXISTING UTILITIES, ARE TO BE RECORDED
AND/OR CORRECTED DAILY AND SUBMITTED TO THE ENGINEER WHEN THE WORK TO 8£ DONE
IS COMPLETE.
11. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR EXISTING UTILITIES.
VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES. REPAIR ANY DAMAGE TO EXISTING
UTILITIES OR ADJACENT PROPERTIES CAUSED BY OR DURING THE PERFORMANCE OF WORK AT
NO ADDITIONAL COST TO THE OWNER.
12. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS
OTHERWISE NOTED.
13. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRIERS TO
PROVIDE FOR THE SAFETY OF THE STAFF AND PUBLIC TO THE SA T/SFACTION OF THE
ENGINEER.
14. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR AND ON THE EXISTING
PIER AND WHARF. THE EXISTING PIER AND WHARF SHALL BE PROTECTED IN-PLACE. REPAIR
ANY DAMAGE TO THE EXISTING STRUCTURES CAUSED BY OR DURING THE PERFORMANCE OF
WORK AT NO ADDITIONAL COST TO THE OWNER.
15. THE CONTRACTOR SHALL PREPARE AS-BU/L TS AND SUBMIT AT THE END OF CONSTRUCTION.
16. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS, OR WASTE SHALL BE PLACED OR STORED
WHERE IT MAY BE SUBJECT TO WA VE, WIND, OR RAIN EROSION AND DISPERSION.
17. THE CONTRACTOR SHALL REMOVE AND DISPOSE, USING APPROVED LEGAL METHOD, ALL
SURPLUS EXCAVATION, MATERIALS AND DEBRIS FROM THE SITE. THE SURPLUS MATERIAL
BELONGS TO THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT
AND ORDERLY CONDITION AT ALL TIMES. ANY AND ALL CONSTRUCT/ON MATERIAL SHALL BE
REMOVED FROM THE SITE WITHIN 10 DAYS OF COMPLETION OF CONSTRUCTION.
18. MACHINERY OR CONSTRUCT/ON MATERIALS NOT ESSENTIAL FOR PROJECT IMPROVEMENTS
SHALL NOT BE ALLOWED AT ANY TIME IN THE INTERTIDAL ZONE .
19. NON-BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY
DIVERS AS SOON AS POSSIBLE AFTER LOSS .
20. CONTRACTOR'S SUBMITTAL SHALL INCLUDE STRUCTURAL CALCULATIONS AND FINAL
CONSTRUCTION DETAILS INCLUDING MEMBER SIZING AND CONNECTION DETAILS.
21. THESE PLANS IND/CA TE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIF/CALLY IND/CA TED BUT ARE OF SIMILAR CHARACTER TO DETAILS
SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE
ENGINEER.
22. ALL INFORMATION SHOWN ON THE ORA WINGS RELATIVE TO THE EXISTING CONDITIONS IS
GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE ORA WINGS, THEY SHALL BE REPORTED TO THE
ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MOD/FICA TIONS OF DETAILS
SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER.
23. THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS/HER DESIGN££ AT LEAST 72 HOURS IN
ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK.
PROJECT CLIENT
GENERAL SPECIF/CA T/ONS
1. ALL MA TERIAL AND WORKMANSHIP SHALL CONFORM TO THESE ORA WINGS AND
SPECIF/CATIONS.
2. THE CONTRACTOR SHALL 8£ SOLELY RESPONSIBLE FOR ALL THE ENVIRONMENTAL
PROTECTIONS REQUIRED BY THE APPLICABLE LAWS.
3. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITS FOR THE WORK. COPIES OF ALL
PERMITS ARE AVAILABLE FROM THE OWNER.
4. THERE SHALL BE NO FIELD MODIFICATIONS TO ANY GALVANIZED HARDWARE AND NO
FIELD-APPLIED GAL VAN/ZING WILL BE ALLOWED.
MATERIAL SPECIF/CA T/ONS:
1. ALL LUMBER SHALL BE SELECT STRUCTURAL DOUGLAS FIR. THERE SHALL BE NO LOOSE
KNOTS OR OTHER DEFECTS. ALL LUMBER TO 8£ S4S AND EXPOSED MEMBER TO 8£ PICKED
FOR APPEARANCE.
2. ALL LUMBER SHALL BE PRESSURES TREATED PER APWA STANDARD C-2 (ACQ). MINIMUM
RETENTION 0. 6 #/CF. ALL FIELD CU TS AND BORED HOLES TO RECEIVE A BRUSH OF GOAT OF
CONCENTRATED PRESERVATIVE
3. MISCELLANEOUS METAL: ALL MISCELLANEOUS STEEL ITEMS SHALL CONFORM TO ASTM A36;
FABRICATED IN ACCORDANCE WITH A/SC AND HOT-DIP GALVANIZE AFTER FABRICATION IN
ACCORDANCE WITH ASTM A 123. ALL SCREWS, BOLTS, NUTS, AND LOCK WASHERS SHALL
CONFORM TO ASTM A307 AND BE HOT-DIP GALVANIZED IN ACCORDANCE WITH A/53 UNLESS
OTHERWISE NOTED. FLAT WASHERS SHALL COMPLY WITH ANSI 827.2; AND BE HOT-DIP
GAL VAN/ZED IN ACCORDANCE WITH ASTM A 153. GAL VAN/ZED WASHERS SHALL BE USED WITH
ALL NUTS AND BOLTS BEARING ON WOOD SURFACES.
4. ALL PLYWOOD SHALL BE OF MARINE GRADE 8-8 OR BETTER AND BE IDENTIFIED BY GRADE
MARK OF APA. PRESERVATIVE TREAT IN ACCORDANCE WITH A WPA P5 AND A WPA C/8 USING
AGO TO A MINIMUM RETENTION OF 0.6 PCF. FIELD CUTS AND HOLES SHALL 8£ TREATED IN
ACCORDANCE WITH AWPA M4.
5. GUIDE PILE ROLLER SHALL CONSIST OF A MOUNTING BRACKET FABRICATED FROM 1/4 INCH
THICK STEEL PLATE TO WHICH IS ATTACHED A ROLLER MADE OF ULTRA HIGH MOLECULAR
WEIGHT PLASTIC MOUNTED ON A A325 BOLT AXLE. MOUNTING BRACKET SHALL BE
GAL VAN/ZED AFTER FABRICATION. THE GUIDE PILE ROLLER SHALL BE A "SUPER PILE ROLLER"
ITEM NO. 61/HD, AS SUPPLIED BY HENDERSON MARINE SUPPLY, OR APPROVED EQUIVALENT.
6. ALL BOLTED CONNECTIONS SHALL USE FLAT WASHERS INSTALLED AT BOLT HEADS AND NUTS
BEARING ON TIMBER. MALLEABLE IRON WASHERS SHALL BE USED ON ALL EXTERIOR BOLT AND
NUT LOCATIONS.
7. DECKING SHALL 8£ 2x6 TREX DECKING OR APPROVED EQUAL.
8. PONTOONS SHALL BE SUPERFLOA T FLOAT DRUMS MANUFACTURED BY ACE ROTOMOLD.
9. ALL MATERIAL SPECIF/CATION SHALL MEET SECTION 3 ON SHEET 01 OF 2008 HARBOR DESIGN
CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT.
10. PILES SHALL BE AS MANUFACTURED BY UTILITY VAULT OR APPROVED EQUAL. PILE
RECORDING AND CERT/FICA TION SHALL BE DONE AS PER THE SECTION 3.£.6.C ON SHEET 02
OF 2008 HARBOR DESIGN CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT.
11. CLEATS SHALL BE HENDERSON 503H CLEATS ITEM NO. 05-05N AS MANUFACTURED BY
HENDERSON MARINE OR APPROVED EQUAL. CLEA TS SHALL BE THRU BOLTED.
12. DOCK BUMPER SHALL BE H290 HENDERSON BUMPER ITEM NO. 03-H290 AS AS
MANUFACTURED BY HENDERSON MARINE OR APPROVED EQUAL.
DESIGN NOTES:
THIS DOCK STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT CITY OF
NEWPORT BEACH WATERFRONT PROJECT GUIDELINES AND STANDARDS -HARBOR DESIGN CRITERIA
COMMERCIAL & RESIDENTIAL FACILITIES -2008 EDITION. SEE ATTACHED SHEET 01 & 02.
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACH 1-----+-------+--+-----ill
NEWPORT BEACH, CA & RflfSla,IS BAsm at CN8 CORR£C11fM UST (:!IRD CHECK) PT
2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
c1v1 Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT.
GRAPHIC SCALE
0 1 2 ------
SCALE om
AS NOTED 07-22-09
JOB NO.
GENERAL NOTES 2202 -B
SHEET
T-2
SHEET I
J ~ z >< ~
0
5
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·5 .0 U)
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~
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i z
PROJECT
9' 4'-6" 10'-6"
12' +2
8' 46'
+3
KA YAK LAUNCH RAMP HIGH WA TER LIN£
BULKHEAD LINE
NOTE FOR ALL DOCKS: I '
NO. OF NEW PILES = 51 ( "so. CfJJC.
15TH STREET
NEWPORT BEACH, CA
~ DOCK SIGNAG£ Glc)
SITE PLAN OVER AERIAL MAP
SCALE 1 "=8'
CLIENT
15TH STREET
I
I
NO. OF DINGHIES PRESEN~-6-7
NO. OF DINGHIES PROPOSl(D: 15
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACH 1-----+-------+--t-----ill
NEWPORT BEACH, CA & RflfSla,IS BAsm at CN8 CORR£C11fM UST (:!IRD CHECK) PT
2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
C/VI
PIERHEAD LINE ---
1/!il I
I
I
I
I
I
I
I
I
I ~ I
- --i-----t---
Planning and Engineering Services
a
co
For Marinas and Waterfront Resorts
100'
38'-8" 24' 37'-4"
24' 13'-4"
2 HOURS
,--7
2 HOURS
- - - - - --------------~-----------~--- -
11 I I 11 I I 11 I 11 I i
I
I I
1-, -7.5
PROPOSED DOCK co
11 I I 11 I I 11 I I I
I I
I I
I I
I I
-4.5
9' 4'-6" 10'-6" ''----
!ill I
__ ,,_ ·----1 l,'•J_) 1 \}_i_ 1 £. ~-;.(c/.
I I
I I
I I
I I
I I I I I
HING£ ---t----~ 4'
' .. I I
I~ I I I I
)._
SO. C'O/\/C. PiLE
0 MLLW
+1
+2
+3
KA YAK LAUNCH RAMP
BULKHEAD LIN£
15TH STREET
NEWPORT BEACH, CA
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
C)
Cl
I
* r, ,,.
r:-.:: '-;~~
,·", . _ _]
·.> -
8'
--
h
IN£ '., I LOW WATER LI '-CJ I 11' 10" C)Q
I 11 I 11 I I 11 I I
PROPOSED DOCK
I 11 I 11 I I 11 I I
35'
46'
I -'f----f---------1 Cl:: I
-• IQ \
I
0)
HIGH WA TER LIN£
I I
I
I --
1
I
I
I
I
\
\
\
\
\
NOTE FOR ALL DOCKS:
NO. OF NEW PILES -51 (12"so. coNc. PILE)
15TH STREET
NO. OF DINGHIES PRESENk 6-7
NO. OF DINGHIES PROPOSl(D: 15
~ DOCK SIGNAG£ Glc)
SITE PLAN
SCALE 1"=8'
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 ------
SC/I.LE DATE
AS NOTED 07-22-09
JOB NO.
SITE PLAN 2202 - B
SHEET
C-1
SHEET I
J ~ z >< ~
0
5
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t--------------------,c-, fflJ
e------£ XIS Tl NG D OCK---------i
SEE FRAMING
PLAN 1
4'
~4X6
~
X -LD
X --s;J-
>---
~
(__')
<
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(__')
< ~
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~
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4'
V
y >
X 12"
4'
1'
/4x6 BLOCKING
~ lB]
8'
25'
~2x6
1 '
4'
SEE FRAMING
PLAN 2
24'
SEE FRAMING~
PLAN 3 '
8'
35'
FLOAT PLAN
SCALE 1"=4'
24'
14'
BLOCKING ,.,,,--4x6 WALER I
I V / '·.//., / "< /X, Av/' / I / / ",/',.h_,:_, ,A.,c'.::cJ x, .. ··"'A✓/,/ /.[C' ' • ' ' 0 -' > '" / •,/ ' / ·--. ---
I --' :::<:>':2->_ </;3:;sss~> ~:<>/,:s >_ :/;5·ss:2 > / 8:3:;:;, • >< >;:;<;SS:S:S:··3-/;/i_<
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· ·_f )a2~> //<.x~:;<, N **(~ / .. //~~v'(' -;/~);(] • __ •_/ -~-~*~f<<>6 -N .•. ·N ·. N • • < ,_. •/ / / '·< ,•_/ , / ' ::.'i, / ' , , ' . /
< :<::~2:~;3; • • -_. -:•~(:((~~((:·>-.;3;. X r)< />·;;; X ,., ,;;<(~(s'< ~ X . . X --I II II
. / ' .
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lssss • ·/:>::> • ·>« -·:>::< :::t:<:·. 0$ I>:):::": -_ 3~::<;/:. .. ..
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• , ' L, >o, 7" . .. o/ '/[" r-cc L, '"-"·,.• . 7" .. o/ C ..;/ ii:~1 X >/ /, ,V --~:-./ 7 •
\___12" .. CLEA T (TYP.) I~ TERNAL (1 1 o' '-NEW 12" PLE DETAIL ◄co t--PILE c,. 14' V 5 '-', ~ 18' ....
C2 C4
1'=RAMING PLAN -2
SCALE 1 "=2'
CLIENT
7" 3'
w
. ., . > /N ~
X
" -st-
X
"'
8' 3'
7'
,,,,.--2x6 STRINGER
/
' f., / . -, __ //, I I < /, / / ·. ___ v' ,><, .. 1 >1
/_/ < -<<::<//::s! ·b
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/
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58 ~~-~
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6' < • " ••·• A / . 1)/ > . • / ,... '-.
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'""' "" "' A
/ V X
2 C2/
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,;·<J·.=_:
.
·~,.-:-.;· . ~ .... ,. . . .. ~· • . . . . . . @ INTERNA
PILE DETAIL
4
-"
-CJ)
EXISTING PILE ffiDETAIL
w
/
CONNE
DETAIL
CT/ON ffi (TYP.)w
" '
~
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•
/
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C
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACH 1------+-------+---+--------ill
NEWPORT BEACH, CA & RflfSla,IS BAsm at CN8 CORR£C11fM UST (:!IRD CHECK) PT
2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
CIVI
4'
• •
EXISTING 12"
12" CLEAT (TYP)
2x12 FASCIA
L
~---"""l=====~I 1:
·"·, / ' , 1\41;z:::::::::::f..j:::'::::q.j:::::z::~
2x6 BLOCKING
2x6 STRINGER --1
4x6 WALER
::-_.:/:,:.:
·. ·-··· --· ... • . ·.-. ~ • •
HINGE
DETAIL
#12x3" WOOD SCREWS
2 SCREWS PER 2X6 DECKING
BOARD PER CROSS BEAM
4' DOCK BUMPER
2x72 FASCIA
20d NAILS @ 12"0.C.
STAGGERED TOP & BOTTOM
' ~
/ //I \:'-f-t\-11'
--~$~~~~~~~:::::::::::;;±:~~:::::::~/~//~//~/~//¥-~tr--4x6 WALER
'I-I
1 "XI" CHAMFER @
ALL CONNECTIONS
FOR DRAINAGE
2x6 STRINGER ------1----2x6 BLOCKING
__J
CONNECTION ffi
DETAIL (TYP.) w
4'x8'x12" ACE ROTO-MOLD
FLOAT CONNECTED TO WALER
& BLOCKING AS PER
MANUFACTURER RECOMMENDATION.
½" PLYWOOD COUNTINUOUS DIAPHRAGM
WITH 2"¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" O.C.
SECTION A
SCALE 1 "=1' C2 C2
#12x3" WOOD SCREWS
2 SCREWS PER 2X6 DECKING
BOARD PER CROSS BEAM
1'-2" 7 '-d/2"
' "-'l-\,L/1 • / / // r,., •11 , / / '-'"I , / / ...,._::-,... / / /
lf) .L_ 'tA11'.=: , / // / ' ~ 'I-I
1'-2"
DOCK BUMPER
2x12 FASCIA
20d NAILS @ 12"0.C.
STAGGERED TOP & BOTTOM
4x6 WALER
@ INTERNAL
PILE DETAIL
4
NEW 12@" PILE 7
C2 C4
1 "X 1 " CHAMFER @
ALL CONNECTIONS
FOR DRAINAGE
2x6 STRINGER
4'x6'x/2" ACE ROTO-MOLD FLOAT CONNECTED TO WALER
& BLOCKING AS PER MANUFACTURER RECOMMENDATION.
2x6 BLOCKING
FRAMING PLAN -1
Planning and Engineering Services
For Marinas and Waterfront Resorts
½" PLYWOOD COUNTINUOUS DIAPHRAGM
WITH 2"¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" o.c.
SECTION B
SCALE 1 "=1' C2 C2
3' DOCK BUMPER
2x72 FASCIA
20d NAILS @ 12"0.C.
STAGGERED TOP & BOTTO, /
~ / / / ~ / / > 1--"<!+t---4x6 WALER
-'--W~::::::::::::::::::::::::~~::::::::::::::::::::::::~~/11
7 "X 1 " CHAMFER
ALL CONNECTIONS
FOR DRAINAGE
2x6 STRINGER
3'x4'x12" ACE ROTO-MOLD
FLOAT CONNECTED TO WALER
& BLOCKING AS PER
MANUFACTURER
RECOMMENDA T!ON.
2x6 BLOCKING
½" PLYWOOD COUNTINUOUS DIAPHRAGM
WITH 2"¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" O.C .
SECTION C
SCALE 1 "=1' C2 C2
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 ---
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
DOCK CONSTRUCTION
DETAILS-1
---
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 -B
SHEET
C-2
SHEET I
J ~ z >< ~
0
5
"'
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CLIP ANGLC (TYP)
' "
CONNNEC;!!!,~/JETAIL,t:J
PROJECT
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
HINGE
DETAIL
4'
•
. . ... .
\?./~? ..
.. _ ·• .... -~
EXISTING PILE
DETAIL@ EXISTING 12"
PILE
C2 C4
2x6 DECKING W/(2)
#12x3" WOOD SCREWS
PER CROSS BEAM
"
@ EXTERNAL --....1r11, \;'/)
PILE DETAIL . .r.:c:
4
NEW 12" @p'~
2x6 BLOCKING
2 12 FASCIA
"
12" CLEAT (TYP)
4x6 WALER
V
35'
23'
2x6 STRINGER
"
FRAMING PLAN -3
SCALE 1"=2'
18'-6"
14'
9'-6"
'
16'-2"
21'
27'
CONNECTION
DETAIL (TYP.)
7'
10'-4"
3'
4'-4"
Cl>
NEW 12" PILE ffi w
EXTERNAL @
PILE DETAIL
C3 C4
3x5 ANGLE ('/4" TiHICK)~ 11/2"¢ SCH 80 PIPE
(4'-3" LONG)\
-
lf':
L
CLIENT
FOR HOLE
COTTI ER PIN
r-
I
CITY OF NEWPORT BEACH 1------+-------+--t--------ill
NEWPORT BEACH, CA & RflfSla,IS BAsm at CN8 CORR£C11fM UST (:!IRD CHECK) PT
2ND SUBMITTAL PT
NO. REVISION BY DATE
~ SCH 40 PIPE HOG PIPE
s½\
\
6"
No. C 50019
EXP.ffiQL11
CIVI
\
\
I
~
6½" s½" 6½" s½"
4 '-3"
s½" 6½" s½" 6½"
4'
HINGE DETAIL
SCALE 1 "=6"
Planning and Engineering Services
For Marinas and Waterfront Resorts
\ ' "'
6½" s½" 6½"
•
I
s½" 6½" s½"
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
11/2"¢ SCH. 40 H.D. GAL V PIPE INSIDE 2"¢ SCH
80 H.D. GAL V. PIPE
2X6 DECKING
W/ /" OVERHANG
HOLE FOR ,,.--COTTER PIN
~--.t1.x6
SECTION D
SCALE 1"=6" C3 C2, C3
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 ---
DOCK CONSTRUCTION
DETAILS-2
---
SC/I.LE DATE
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
C-3
SHEET I
E "-"' ...
"' -
0
5
"'
r-: 0 -u 0
c
0
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;:
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PROJECT
/'_.
r
0
X
[
--,
DETAIL
1k - -
,' )'' i_
•'---'---
L
(]
1
C4 C4
;' '
SECTION@
1
0
71
SECTION@
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
-"' -1,
_____!_
0
"i
.~·'ii :-' \ , ~I/ --·~t~
C4 C4
L.) _j
J
C4 C4
CLIENT
<o -
0
+13 -
12" S Q. PILE 6-1/2''
STRAN D 6000 PSI PILE
n 0 MLLW
,
-1 6 -
0 0
01 lk~__,,i;~~-dJ
0 0
0
½" 7HRU BOLT
4X4 TTMBER FOR
BOAT PROTECTTON
CITY OF NEWPORT BEACH 1------1--------+---+-----tl
NEWPORT BEACH, CA & RflfSla,IS BAsm at CN8 CORR£C11fM UST (:!IRD CHECK) PT
& 2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
C/VI
+13 -
12" S Q. PILE 6-1/2"
STRAN D 6000 PSI PILE
0. 0 MLLW
-6
,
" -
-~ 23
SECTION@
Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
ORA'M,1 BY JH
a--lECKED 8Y TB
r
0
1/3L@3'
l
-c '/i )/ / . 1
r
0
I
I
I
J
SECTION@
LTR
L
BAL. @ 6'
PLAN VIEW
-11_1
/ )
0
"::j-
L3 L3
J
REYISI□NS DATE BY
1/3L@3' 5• 1·
1' PITCH
3' '\J-4 SPIRAL
CLR. ll,-+-----,f--,AS SI-IJ\JIN IN PLAN VIE\rl,
C ,2·
SQUARE
SECTION A-A
N.T.S.
(6) 1111/2" PRESTRESSING
STRANDS EQUALLY SPACED
3/4" CHAMrER ALL
CORNERS TYPICAL
12" SQUARE PRECAST PILE
RECORD DRAWINGS
NOTES
1, C□NCBOE T'c = 3500 PSI @ TRANSFER f'c = 6000 PSI @ 28 DAYS L TIME OF DRIVING
HI)( DESIGN= UV-119
2. BfINECRCTNG
PRESTRESSING STEEL SHALL CONFORM TO
ASTM A-416 GRADE 270 \/-4 SPIRAL ASTH A82
3. EEEE;CTIYE PBESTRESS
INITIAL TRA~ER FORCE/ STRAND= 28,9K
EFFECTIVE PRESTRESS IN STRAND = 156,84 KSI
ErFECTIVE Pli!ESTRESS IN CONCRETE = 1000 PSI
4. SECTTW PROPERTIES
12~ SQUARE PILE
AREA = 144 SGl,IN,
,\_ = 6 STRAND X ,153 SGl,IN. = ,918 SGl,IN.
waGHT = 150 PWNDS PER F □DT
5, PIL~ PICKUP POINTS
.2L .6L
2 POINT PICKUP
.35L .35L l 15L !
3 POINT PICKUP
DRA'WN DATE
CHECKED
APPROVED
S,D, ND,
GRAPHIC SCALE
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. 0 1 2 ------
SCALE om
AS NOTED 07-22-09
JOB NO.
PILE DETAILS 2202 - B
SHEET
C-4
SHEET I
J ~ z >< ~
0
5
"'
;:
"O .,;
·5 .0 U)
"' I
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....,
~
In .c ....,
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~ Q) a:
.!e! .0 ::, a. t' 0
i z
___ PIERHEAD LINE --,------
-7.5
1
-4.5
-7.5
-7
0 MLLW
+7
+2
+3
__ BUL_K_HEA_D_LINE _____ _
PROJECT CLIENT
DOCK ELEVA T/ON VARIES
FROM + 8.75 MLL W.
TO -7.00 MLLW.
!fjJ I
f----1
f----1
-ffl-1
" '.:: <'._j
[Y .:o:
·T s c~ L "-
ill
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--+-PIER A T + 9. 00 MLL W.
...a...------------DOCK SIGNAGE
15TH STREET
NEWPORT BEACH, CA
DOCK LAYOUT
SCALE 7"=8'
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215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACH t---t-----+---1-----11
NEWPORT BEACH, CA & RflfSla,IS BAsm at CN8 CORR£C11fM UST (:!IRD CHECK) PT
2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
J'r, CIVIi..
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½"¢ BOLT
,,
MAX. DOCK -2" TALL LETTERS
FONT: ARIAL
-OCCUPANCY
~
t
L
60
PERSONS ,
.
-
1'-9"
1½" 1½"
MAX. DOCK
OCCUPANCY
60
PERSONS
COLOR: BLACK
ALUMINUM SUBSTRATE
COLOR: WHITE
MOUNTING TYPE:
POLE MOUNT WITH
BRACKETS
MUL Tl-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT,
MODEL # P9010
EXISTING PIER
HANDRAIL
2" TALL LETTERS
FONT: ARIAL +---COLOR: BLACK
ALUMINUM SUBSTRATE
COLOR: WHITE
MOUNTING TYPE:
POLE MOUNT WITH BRACKETS
LOCATION: START OF PIER
QTY: 1 --MULTI-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT,
MODEL # P9010
~1¾,"x1½" TELESTRUT
TUBING AS
MANUFACTORED
BY UNISTRUT
MODEL # P9200
GALV. STEEL
HEX NUT MUL Tl-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT,
WITH WASHERl
...,~-MODEL # P9011 :-
' ' )<MAN U_F AC-i;ct[l-EJJ ___ (
' .x&,('t1NfSTRtlT< >
MODEL # P9010
"""c-2,500 PSI
,,. CONC.
7'
FOUNDATION
¾"¢ GALV.
STEEL ANCHOR
BOLT
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
CESGNEO BY PT
Planning and Engineering Services DRA'M,1 BY JH
For Marinas and Waterfront Resorts a-lECl<ED BY TB
BOAT BERTHING AROUND EXISTING DOCK
N. T.S.
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED IN PART.
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MA y HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. -8
GRAPHIC SCALE
0 B 16 ------
DOCUMENTATION OF
UNREASONABLE
HARDSHIP
111=8'
SC/I.LE DATE
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
C-5
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1'-6"
,/'·, -.. • __ //
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
3'-9" TYP.
/----' '., ____ ,/
. -A;_ ~//v//i\i L/A/ TU!JC. r·;,•:c -.d
/ /
C5 C5
GANGWAY PLAN
/
SCALE 1"=2'
INNER /"¢
HANDRAIL
/
-. '
L
.J'-8" TYP.
SLOPED DECK
' .. . ~ !_ :).\,//i\i,'_ ;',1/ / :'_if3t_, -
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' \\\ " \ .,. '
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30' ' ., / , ) I ;,
GANGWAY ELEVATION
SCALE 1"=2'
CLIENT
CITY OF NEWPORT BEACH 1------1---------+---+-----tl
&. RE'~ s".la!-01ANN£J.. ro .J":WI•
NEWPORT BEACH, CA & RflfSla,IS BA.5m at CN8 CORR£C11fM UST (:!/RO CHECK) PT
& 2ND SUBMITTAL PT
NO. REVISION BY DATE
,1 / / j,\,;i;'/\i j/vf ()' ,i/1, --'7 ;:; ,=; '],_} -'-,_,,_,.
T\ .. •FJ ; ;,~
No. C 50019
EXP.ffiQL11
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\ I . --. -. -. -·-.• __ ,, __ ,, __ ,, __ /
Planning and Engineering Services
For Marinas and Waterfront Resorts
3"x3"x¼" ALUMINUM TUBE
2"x2"x3i,/' ALUM/ UM TUBE
i 3"x6"x¼" ALUMINUM TUBE
1 ... /,__ .
...,
(Q
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·-,&;,·-0 T'; SCH. 40
HANDRAIL
1 /"x/"x½," SQ. TUBE PICKET . ~ '
1¼"x1¼"x'fs"
NON SKID
ALUMINUM DECKING
4'
2 "x3,1o'' ANGLE t¼"x'/4" ANGLE
SECTION A
SCALE /"=/' C6 C6
NOTE: MAX SLOPE = 1 FT VERTICAL
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
3 FT HORIZONTAL
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN GRAPHIC SCALE
INCORPORATED INTO THESEPLANSASARESULT. -B O 8 16 ------
SCALE om
AS NOTED 07-22-09
JOB NO.
30' GANGWAY 2202 -B
SHEET
C-6
SHEET I
E
~ .;
PROJECT
1111111111
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1-;,/,M;:, /,S P.1-.1~
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C/.,SC "E'
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
15TH STREET
NEWPORT BEACH, CA
·:;: /,\'L, Ci';
,"'JR iic,-:,"SS/ij.' r
,'iC,'_ii'
9' 4'-6" 10'-6"
iB:;g
VAN
ACCESSIBLE
12'
8'
,-----,
! !
EXISTING ADA PARKING ACCESS
SCALE 1"= 12'
CLIENT
_I
I
NOTE FOR ALL DOCKS: I '
NO. OF NEW PILES -5. ( ,·so.
I
15TH STREET I
NO. OF DINGHIES PRESEN~· 6-7
NO. OF DINGHIES PROPOSED:
CITY OF NEWPORT BEACH 1---------+-------+--t----------ill
NEWPORT BEACH, CA
2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
C/VI
•
Planning and Engineering Services
For Marinas and Waterfront Resorts
-·---1 .
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
EXISTING ADA
PARKING ACCESS -1
GRAPHIC SCALE
0 1 2 ------
SC/I.LE DATE
AS NOTED 01-13-10
JOB NO.
2202 - B
SHEET
C-7
SHEET I
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PROJECT
~1~ N::,a
Planting oreo
A
I
or B
Retain in q curb if necessa~ at edge
of sidewalk
8.33~ •
Max c::: ·-See Note 8 X ~ ::iE ~ X a 0 N ~ N ~ ~ v
10% 10%
Max at
curb Max at
curb
Front edge of
s'idewalk
V, w ·.: 0 >
A or B ,___See Notes 9, 15 and 16
CASE "B"
STD 181-L-A CASE "B"
SCALE : NOT TO SCALE
4) Retaining curb if
edg
A or B
8.33% Max
rosswolk 5 .c -00 00 ~ 10% Max at curb _J
4' MIN.
Crosswalk
CASE "A" ~
,-----, Retaininq curb if
4, min Ln ecessary at edge ] • I of sidewalk
(5 ft)
CASE "C"
Use when sidewalk is less than 6 ft wide
4>
( 4 ft)
C
'>e See Note 6 ...
CASE "F"
See Note 4
~-+-See Note 8 Front edge of
sidewalk
10% Mox
al curb
Crosswalk
CASE "E"
Fron t edge of
sidewalk
4' •
Rounded I I 1f necessary Top of rom~ 4, Min. \R etainin g curb p -I J,_ [-{;;;; Mox '"\'2% Max, rJ'
SECTIONB-B
Depre ss en tire sidewalk as required
~
Reta ining curb ~M°=='= -~ecessary a:= .::¾-I =t //h'-cc::=7-=l=::=:::~E::::==1.JJ
SECTIONC-C
CASE "G"
See Note 4
LENGTH OF CURB TRANSITION "X" (TYPICAL)
Curb height Transition
6" 5.o· min.
8" 6.7" Min.
Limit of o Removal an cj replac ement 4, M' at contractors opt ion 1n.
unless .otherwise shown Rounde~} " ax. _!
on proJecl plons ? rr~ -='i-_ ---7l'J
...._.J. _ _, '---6.33% Max
l_
1/4 1n.J
DETAILH
Existing curb and sidewalk
(3/4 in)
-j t-1 /4 In,
r--.u.r--...-w.r--.----i
lo .. ' • . ' ' ,.
NOTE: PLEASE SEE STD-181-L·C FOR ALL NOTES.
GROOVING DETAIL
See note 8
CLIENT
NOTES
1. IF DISTANC[ FROM CURB TO BACK OF SID[WALK IS TOO SHORT TO ACCOMODA T[ RAMP
AND 4 ft PLATFORM (LANDING) AS IN CASE A, THE SIDWALK MAY BE DEPRESSED
LONGITUOINALL Y AS IN CASE 8 OR C OR MAY BE WIDENED AS IN CASE D.
2.
3.
4.
5.
6.
7.
8.
9.
IF SIDEWALK IS LESS THAN 6 ft. WIDE, THE FULL WIDTH OF THE SIDEWALK
SHALL 8[ DEPRESSED AS SHOWN IN GAS[ C.
WHEN RAMP IS LOCATED IN CENT[R OF CURB R[TURN, CROSSWALK CONFIGURATION MUST
BE SIMILAR TO THA T SHOWN FOR CASE E TO ACCOMMODATE WHEELCHAIRS.
FOR CASES F AND G, THE LONGITUDINAL PORTION OF THE SIDEWALK MAY NEED TO BE
DEPRESSED AS SHOWN IN CASE B .
IF LOCA T[D ON A CURB THE SIDES OF TH[ RAMP NEED NOT BE PARALLEL, BUT TH[
MINIMUM WIDTH OF THE RAMP SHALL BE 4 ft..
TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND
FREE OF ABRUPT CHANGES.
SIDEWALK AND RAMP THICKNESS, "T'', SHALL BE 4 in. MINIMUM.
THE RAMP SHALL HAVE A 12 in. WIDE BORDER WITH 7/4 in. GROOVES
APPROX/MA TEL Y 3/4 in. ON CENTER. SEE GROOVING DETAIL.
WHEN DETECTABLE WARNING SURFACE IS NOT REQUIRED ON A CURB RAMP, THE
CONCRETE FINISH OF THE RAMP AND ITS FLARED SIDES SHALL HA VE A TRANSVERSE
BROOMED SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK.
10. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO
CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP,
EXCEPT IN CASE C.
11. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN
THE BOUNDARIES OF TH[ CURB RAMP WILL 8[ RELOCATED OR ADJUSTED TO GRAD[
BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCT/ON.
12. MAXIMUM SLOPES OF ADJOINING GUTTER, THE ROAD SURFACE IMMEDIATELY ADJACENT
TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL NOT
EXCEED 5 PERCENT WITHIN 4 ft. OF THE TOP OR BOTTOM OF THE CURB RAMP.
13. CONCRETE SHALL BE 560-C-3250.
14. RETROFITS -WHEN A WHEELCHAIR RAMP IS ADDED TO AN EXISTING FACILITY, THE
CHANGES ARE PERM/TED:
(A) RAMP GRADE IN CASE "C" MAT BE INCREASED TO 4%..
(B) OTHER RAMP GRADES MAYBE INCREASED TO A MAXIMUM OF 11.1%
(NEVERTHELESS, THEY SHOULD BE AS FLAT AS FEASABLE.
(C) WHERE THE 4 FOOT PLATFORM IS NOT FEASABLE, THE WIDTH MAY BE DECREASED
TO 3 FOOT.
(D) THE PLATFORM MAY BE ELIM/NA TED IF THE GRADE DOES NOT EXCEED 8. 33%.
15. RAS/ED TRUNCATED DOMES SHALL BE DARK GREY IN COLOR AND SHALL BE "TERRA PAVING"
AS MANUFACTURED BY WAUSAU TILE, INC. OF WISCONSIN OR EQUAL.
16. DETECTABLE WARNING SURFAC[S SHALL EXTEND 36 INCH[S MINIMUM IN THE DIRECTION
OF TRAVEL AND THR FULL WIDTH OF THE CURB RAMP.
NOTE: ADAPTED FROM CALTRANS CURRENT STANDARDS PLANS FOR UP-TO-DATE REQUIREMENTS.
CITY OF NEWPO RT BEAC H
PUBLIC WORKS DEPARTMENT
CURB ACCESS RAMP
NOTES
NOTES
APPRllV[IJ,
IJAT£
IJRAWN
SCALE : NOT TO SCALE
IJJR[C!llR ar PUBLIC WilRKS
R.C.E. ND. 36106
SCALE 11/17106 N.T.S.
R. DKAIJA STD-181 -L -C
NOTE: CONTRACTOR TO PROVIDE A DETECTABLE WARNING PRODUCT SAMPLE TO THE
BUILDING INSPECTOR FOR APPROVAL OF COLOR CONTRAST WITH FINISH SURFACE.
215 ( D ) 15 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACHl----+-------+--t----ill
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
NEWPORT BEACH, CA
2ND SUBMITTAL
NO, REVISION BY DATE
No. C 50019
EXP.ffiQL11
C/VI
DESIGNED BY PT
Planning and Engineering Services DRA'M,1 BY JH
For Marinas and Waterfront Resorts a-lECl<ED BY TB
TOP DIAMETER • I • • I MIN. 50% of base ~----/-~--~"" MAX. 65%ofbase
5mm (0.2") r BASE DIAMETER --23mm MIN. (0.9")
36mmMAX. (1.4")
0
RAISED TRUNCATED DOME
41mm (1.6") Min.
61mm (2.4") Max ---+----------i
Center to Center
spacing
0
0
0
0
0
0
16mm (0.65")
Min. Base To
Base Spacing
~ "
~
RAISED TRUNCATED DOME PATTERN
• See Notes 9, 15 and 16 i , (IN-LINE) ,--------------------~----------------<£
APPROVED· c;# ; CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
RCE NO. 315106 PUBUC WORKS DrRECTOR
~I CURB ACCESS RAMP f,--------~----------<_l Drawn: R. Okada } "'
DETECTABLE WARNING SURF ACE Date: 11/2005 Sea e: N.T.S. i
DRAWINGNO. STD-181-L-D ~
CURB ACCESS RAMP
SCALE : NOT TO SCALE
EXISTING ADA
PARKING ACCESS -2
SC/I.LE DATE
AS NOTED 01-13-10
JOB NO.
2202 - B
SHEET
C-8
SHEET I
11
-r
J
... • • • •
• • • • • • •••
. . " •
• ••
. ..
HAABOR DESIGN CRITERIA STANDARD D INGS
I
CITY OF NEVVPORT BEACH BUILDING DEPARTMENT
DESIGN CRITERIA/ GENERAL NOTES
GENERAL
I. The construction of harbor facilities shall accommodate the need for safety and durability
as well as convenience and appearance.
2. Structural elements of the docks, floats, gangways, piles, etc., shall be adequate to
safeguard human life, boats, and boating equipment.
3. Boat be11hing facilities shall be designed to adequately handle anticipated loads with an
ample factor of safety as deemed appropriate by the City ofNewport Beach Building
Department.
4. Materials of construction shall resist the corrosion of saltwater in order to assure low
maintenance requirements and long life of the facility.
5. Floats shall be designed to assure stability and buoyancy for safe operations.
6. Adequate utilities meeting all requirements of the current, applicable codes, shall be
provided for the convenience and safety of boaters and maintenance workers.
7. Harbor Pem1its and Plan Check shall be as per the Title 17 of the City of Newport Beach
Municipal Code and Council Policy H-1.
8. Dock systems shall be designed by a civil or structural engineer, licensed by the State of
California, who is experienced in ihe design ofmari_ne stmctures.
9. Repairs and non structural modifications to existing residential docks can be designed by a
contractor experienced in dock facilities, at the discretion of the Building Department
(2) Wind loads shall be calculated both parallel to and perpendicular to
maximum length ofvessels and structures.
(3) Current Loading: Floating docks in areas of tl]e harbor may be
subject to cun-ent loads. Contact the City of Newport Beach Marine
Departnlent for these locations and potential velocities.
h. Flotation and Freeboards:
(1) Sufficient flotation shall be provided to support dead load plus live
load with freeboards as noted below. ·Higher live load requirements
may be required by the City of Newport Beach, under special
circumstances as may be deemed appropliate by the Building
Department
{2) The flotation shall use expanded polystyrene cores. The use of
hollow pontoons shall not be allowed.
(2) Allowable Stresses: Allowable stresses for harbor structures shall not
exceed thos~ stated in the California Building Code (CBC).
(3) Timber used for walking-decks shall have a minimum net thickness
of 1 ½ inches.
(4) Timber for walking surfaces shall be Douglas Fir, Select Structural.
Sawn timber for other framing members shall be Douglas Fir, No. 1,
minimum.
(5) Glued-laminated timber shall be Douglas Fir 24F-V&, industrial grade
for application in wet environments. Fabrication shall comply with
Product Standard PS 56-73, "Stiuctural Glued Laminated Timber".
(6) Walking surfaces shall have a non-skid finish and be maintained
periodically or when worn and unsafe. Treated timber decking
requires 110 further non~skid finish.
(7) Dimensional lumber is not required to be painted. However, if the
applicant chooses to paint, such paint shall be maintained to good
condition and appearance.
APPLICANT'S PLAN & PROFILE
CITY OF NEWPORT BEACH
CITY OF
NEWPORT BEACH
""' ~ <>-,.,_
,.,,
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NfWPO!!T ~= Pe
PIER p ---=::::;
c,r,c
VICINIT MAP
PROJECT SITE
WO •
® I
SCALE 1 "=30'
EEL GRASS INSPECTION
0 Eelgrass within i 5' of project
0 Eelgrass within 15 • 30' of project ,. . .
ELEVATION
SOUNDINGS ARE EXPRESSED IN FEET mo DENOTE OEPTHS
BELOW MEAN LOWER LOW WATER. IAAX!MUM RANGE OF TIDE
APROXllAATELY 10 FEET. HAABOR LINES ARE ESTABUSHEO IN
THIS SECTION OF NEWPORT SAY.
SAMPLE SITE PLAN & PROFILE
BUlKHOO -10P OF
ELEV. 9. O' M.LLW.
" -·-. ,~-~· .
' .
M.LLW. ' '
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-J.O' C
~·•
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lrA -
--
~
50'-0"
~.
~GWAY
-,
_LSANDUNE --------1~ -----~ MAX, ORE\lOE-1,\!jf
6
MAX. DREDGE SLOPE
PBQALE
SCALE: 1•=10•-o•
OR
1/8°=1'-0"
16'-0"
. . --c±.! -l
LLW. M.
-8.0' M.LLW. ---
w z ca
fail ~ ffi
L.. a:
JO. Numbe1itig system for these "General Notes" and the "Harbor Design Criteria" match.
Some notes from the Harbor Design Criteria have been deleted from these "Standard
Drawings", but the Applicant shall refer to the Harbor Design"Criteria for a complete list
ofproje.ct requirements.
(3) Docks shall have pontoons composed of outer sh.ells of either
concrete (1" minimum thickness) or an ultra-violet stable plastic such
as fiberglass or cross•linked polyethylene {I/8" minimum thickness).
Other alternative materials must be submitted to the City Building
Department for review and approval, per the "'Request for Alternale
Material or Method of Construction" appeals process. Exposed foam
:flotation is not allowed.
(4) Residential Docks: In addition to the pontoon encapsulation types
noted above, residential docks may also use spray.on elastomeric
encapsulation systems for pontoons. Spray-on products must
demonstrate resistance to ultra-violehays, solvents tlmt may be
present on the water surface, and environmental 'conditions imposed
by saltwater contact. Minimum spray•on product thickness shall be
100 mils.
{8) Plywood utilized within dock framing systems shall be exterior grade
material. Plywood shall not be used as the walking surface for a dock
system, unless the product can be demonstratei;l to the City of
Newport Beach Building Department that it is provided with a
factory-applied protective, non•skid walking surface that will be
durable and has a proven process for patching and touch-up. Internal
plywood members shaU Qe provided in such a manner that water can
be easily conveyed off the top.surface of plywood and not pond or
get trapped, leading to early deterioration and dry rot.
INSTALL NEW DOCK EXTENSIONS AS SHOWN
ON THE DRAWING ANO INSTALL 4 NEW 14 •
SO. PILES. & 1 NEW 12• SO. CONC. PILE
FOR TIDE GUAGE.
HARBOR RESOURCES DIV.
CITY,j)f_ EWPQRTBEACH
1 ·-.. PROMONTORY BAY
J. NOT INCLUDED {See Harbor Design Criteria)
2. DOCKS LAYOUT AND DESIGN (Commercial & Residential)
a. General:
(1)
(2)
(3)
Layout and design of harbor facilities shall be based upon the use of
the facility;
Harbor structures shall conform to "Layout & Design Guidelines for
Marina Berthing Facilities", latest edition, published by tl1e State of
California Depa1:tment of Boating and Waterways, except as
modified by the City's Harbor S_tandard Drawings within the Harbor
Design Criteria.
The Harbor Standard Drawings shall be considered minimum
requireme11ts for the cases represented, and, at the City of Newport
Beach Building Department discretion, may not apply to the specific
project submitted. The Building Department"reserves the right to
mandate deviation from the Standards, if particular project conditions
require special consideration,
b. Slip and Boat Overhang into Adjacent Fairways:
(1)
(2)
Berths shall not be occupied by vessels more than 3 feet longer than
the berth or slip, or in the case of fairways with a 1.75 x Lb width,
not more than 10% of the length of the finger.
For berths either parallel or perpendicular to a main channel, vessels
can extend beyond the limits of the slip by as much as the beam of
the boat.
c. Finger and Walkway Widths:
(1)
(2)
(3)
(4)
Minimum finger widths for recreational commercial and residential
docks shall be per Table No. l of the Harbor Design Criteria.
Fillets at the connection of walkways to fingers shall not have less
than a 4 foot side.
Outer end (end tie) and side-tie fingers shall be a minimum of one
foot wider than the minimal widths for all other adjacent finger
docks. •
Residential Headwalks and Mainwalks:
(a) Minimum residential headwalk widths shall be no less than 6
feet for dock lengths up to 80 feet in total length, and 8 feet
wide for dock lengths of more tltan 80 feet.
(5) Commercial HeaOwalks and Mainwalks:
(a)
(b)
Minimum widths shall be no less than 8 feet wide. If use ofa
walkway is for staging the public while waiting to board a
vessel, the minimum dock width shall be 12 feet.
At gangways, a minimum of 6 feet of walking surface shall be
maintain~ in front of the furthermost gangway projection
(including toe plate) at high tide, and have a minimum of 4 feet
of clear space to walk along the side of any gangway for access
to berthed vessels.
d, Not included (See Harbor Design Criteria)
~ Not included (See Harbor Design C1itetia)
f_ Not included (See Harbor Design Criteria)
g. Loading Criteria:
(1) The design of the dock system shall incorporate all anticipated dead
and live loads, plus wildlife loads, where applicable.
3.
i. State ·Floating Tolerance:
{l_) The dock surface of the in-place dock system,. which includes
fingerfloats and walkways, under various loading conditions, shall be
level within the tolerances stated in the; Harbor Design Criteria.
j. Torsional Resistance Requirements:
(1) Fingers, connected walkways, and free•standing headwalks
unattached to other dock elements must be designed to provide dock
stability and resistance to torsional loads. Torsion bars installed in
fingers, and/or dock framing construction that provides for
calculated and verifiable twist resi_stance, is required. Free•standing
head.walks need not provide independent means of torsional
resistance if the width ofheadwalk is 8 feet or more.
k. Guide Piles:
(1) Dock system pilings shall be designed by an Engineer, licensed by
the State of California, who shall have demonstrated expertise in the
design of marine structures. Pile loading calculations shall be
provided based OJ! a soils investigation by a licensed geotechnical
engineer, ~r based on minimum code values for soil properties.
DOCK MATERIALS OF CONSTRUCTION
a. Materials used in dock systems shall have a demonstrated )listory of use in
salt water environments of at least IO years, or otherwise be approved by a
licensed engineer practicing in waterfront engineering. Materials used in
dock systems are to be new and in good condition.
(1) Flotation:
(a) Flotation systems shall be the products of manufacturers and
contractors regularly engaged in the production of such items
for marine construction.
(b) Flotation units shall consist of:
1) Concrete cast around a solid, closed cell foam core, or
2) Fiberglass, polyethylene or plastic shell with a fitting,
solid, closed cell foam core.
(2) Plastics:
All plastics used in the dock systems shall be ultra.violet light
stabilized or protected. Plastics proposed for use must have a
demonstrable performance history in salt water environments of at
least te11 years, or be the recommendation of a California licensed
Engineer. Design strengths and thickness shall be appropriate for the
intended purpose.
(3) Foam core for floats shaJI be a rigid block of closed cell expanded
polystyrene with a unit weight of between 0.95 to 1.2 pounds per
cu,bic foot Properties of foam shall conform to ASt M C578, with
maximum water absorption of3.0 percent or less as detennined by
ASTM C272, Method C. The foam core shall uot have more than 10
perce11t reground material, and reground foam pieces shaII not
exceed 3/S inch diameter.
b. Timber:
(I) All wood-construction fingers shall have framing that includes
cross•members that provide rigid connection to the full-length
stringers. All connections shall be made using tluu-bolts.
C.
d,
(9) Weight of treated Douglas Fir shall be assumed to be 35 pounds per
cubic foot.
(10) All timber used for dock construction shal1 be marked with the
appropriate grade of material and preservative treatment, or may be
subject to rejection by the City Inspector.
(11) Wood Preservative fo r Timber:
Steel:
(a) All timbe!' products shall be coated with preservative
treatment to retention limits recommended by the American
Wood Preservers Association Standard M4 "Standard for
the Care of Preservative-Treated Wood Products" and
A WP A Standard C2 "Lumber, Timber, Bridge Ties & Mine
Ties~Prese1vative Treatment by Pressure Processes".
(b) Cu1rent State and Federal environmental requirements and
guidelines for the tYPe and application of prese1vative
treatment.s wilt be strictly enforced.
(c) All lumber must bear a stamp approved by the American
Lumber Standards Committee for confonnance to the
American Preservers Association Standards.
( d) Field cuts and bored holes shall receive field-applied
preservative treatment in accordance with Best
Management Practices. Preservative treatment chemicals
shall not be allowed to enter harbor waters.
(1) Any steel components used in the marine environment shall be
hot-dip galvanized with a minimum of 3 mils of zinc, or epoxy
coated per ASTM A 934 and manufacturers recommendations, or
shall be stainless steel.
(2) Structural steel shall confonn to Standard Specifications for
Structural Steel for Bridges and Buildings, ASTM A36. Alwninum
shall confonn to 6061-T6 material specifications. Stainless Steel
shall conform to A3 l 6 material specifications.
(3) Fabrication and erection shall comply with the latest applicable
codes.
( 4) All bolts securing primary structural members shall be a minimum of
½ inch diameter thru bolts. Bolts shall be A307 and include washers
where direct contact with timber members occurs. Carriage boits are
also allowed.
(5) No connecting device shall protrude beyond the fascia or waler into
the berthed area, which may contact any part of the berthed vessel,
or extend up into any walking surface creating a tdpping hazard,
Concrete and Reinforcing:
(1) Concrete shall be designed for permeability, strength, chemical
stability and abrasion resistance, appropriate for its application.
Minimum compressive strength for concrete, subject to salt water
splash, immersion and/or brackish water is 4,500 psi and a 0.45
water-to•cement ratio.
(2) Portland cement shall conform to ASTM Cl SO Type I or Type II
modified, and low alkali. Chemical admixtures shall conform to
ASTM C494, Chemicals designed to limit corrosion of internal
reinforcing may be used. Air entrainment admixtures shall confonn
to ASTM C260. Coarse and fine aggregate shall conform to ASTM
C33, and ASTM C330 where lightweight aggregates are used.
Lightweight aggregate, if used, shall consist of expanded and coated
shale or equivalent material of sufficient strength and durability to
provide concrete of the required strength.
(a) Commercial Dock Framing: For independent long docks that (3) Concrete strnctw-es shall be designed to provide sufficient coverage
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19TH STREET
NEWPORT BEACH, CA
APPLICANT'S NAME: crrv OF NEWPORT BEACH
TEL: (949) 644-3043
OB ADDRESS: 19TH STREET
PUBLIC DOCK
SITE PLAN
SCALE 1"""20'
DATE: 16 DEC 06
CITY ornEWPORT RfA I I N f
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THE CITY OF NEWPORTIEACH RESER\/tS THE R,GHTTO REQUIRE ANY PERl·IITTCE TO
REVISE TH!: BUii.DiNG srnuCTURE OR IMPRO\/EMENT AUTHORIZED SY Hi E PLANS
BEFORE. DURING OR AFTER CONSTRUCTION, IF NECESS~' TO COM PL' NITH THE
ORDINANCES, PlANSAiD POLICIES OF THE CITY OF liEWP • BEACH
DEPARmrnT
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APPLICANT'S PROPOSED PROJEC,T DESCRIPTION
INSTALL NEW DOCK EXTENSIONS AS SHOWN ON THE
DRAWINGS AND INSTALL ( 4) NEW 14" SQ. PILES AND
( 1 ) NEW 12" SQ. CONCRETE PILE FOR TIDE GUAGE.
DOCK EXTENSIONS SHALL BE USED FOR PUBLIC DINGHY
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SITE PLAN INSTRUCTIONS
SITE PLAN INSTRUCTIONS
PROVIDE A SITE PLAN AND PROFILE IN THE SPACE PROVIDED ABOVE DRAWN TO SCALE TO
Cl£ARLY SHOW THE FOLLOWING INFORMATION:
uu
1. LOCATION AND DIMENSION OF PROPOSED SlRUCTURE INCLUDING PILES AND LOCATION
OF EXISTING STRUCWRES ON ADJACENT PROPERTIES.
2. LOCATION OF BULKHEAD, PIERHEAD AND PROJECT LINES.
J, LOCATION OF PROPERTY LINES.
4. LOCATION OF CHANNEL MARKERS WITHIN 200 FEIT.
5. LOT SIZES AND LOT NUMBERS.
6. EXISTING GROUND PROFILE BENEATH PROPOSED STRUCTURE.
7. ELEVATION OF TOP AND BOTTOM OF BULKHEADS AND PILES WITH RESPECT TO MLLW.
B. AREA AND PROFILE OF ANY PROPOSED DREDGING WITH ELEVATIONS SHOWING DEPTHS
WITH RESPECT OF MLLW.
9. ANY SPECIAL CONDmONS AFFECTING THE CONSTRUCTION OR AFFECTING BOATING
OPERATIONS.
1 O. EXISTING STRUCTURES SHALL BE SHOWN IN LIGHf DASHES. NEW WORK SHALL BE
SHOWN IN HEAVY SOLID LINES.
PROJECT TITl.E: 19 TH ST. PUBLIC DOCK EXTENSION HARBOR CONSTRUCTION STANDARD DRAWINGS
CllY OF NEWPORT BEACH BUILDING DEPARTMENT
(a)
(b)
(c)
float freely and do not.haV.e docks and/or fingers attached for of reinfoi:cing steel, so as to prevent corrosion, per code requirements.
Not incloded (See Hmbo, Design C,iteria) stability, all pdma,y load canying framing membe,s shall be Focstructures exposed to salt water splash odmme1oion, bar PROJECT ADDRESS: 2 2 6 ( D ) 1 9 TH ST PUBLIC DOCK,
fabricated from glued-laminated beatn construction, to reinforcement shall conform to ASTM A 706, and shall be epoxy TITLE SHEET & SPECIFICATIONS
Not included (See Harbor Design Criteria) prevent warpage of the major members, contributing to dock coated per ASTM A934, after bending of the bars. Welded wire mesh N C'\A/PO RT BEACH, CA
instabmty. shall conform to ASTM Al85 and shall be epoxy coated confonning I:. vv
HARBOR RESOURCES APPROVAL OWG. SCALE: DA TE
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WildlifeLoads:RefertoStateofCalifomia,Departmentof ASTMA884 'thall • • ( 949) 644 3041 to , w1 visible defects and cut ends repair coated. PROPERlY OWNER NAME: ciTY OF NEWPORT BEACH TELEPHONE NO. --DRAWING NO. Boating And Waterways {DBA W) "Layout and Design Wires used to tie reinforcing steel shall be either epoxy-coated steel, SH [[T Q1 IL _________ ~a:ui:de:H:ne:s~fo:,:M:•n:·n:•~B:er:tb:in~g~F:•c:il:iti:es~"-~------------------------------------_.'.:,0r'.:A~3~!6~· ~sta:'.in:1•:s:s~stee::1. _______ ~~---JL _____ _jMJ~D~R!!ES~iS~:;_8~229~H~A~R~B~O~R~l~S~LA~N~D~D~R~l~V~E~,~N~EW~P~O~R~T~B~EA~C~H~,~C~A~9~2~6~6~0~_j~8Y:,============~D:AT:E:,::::-::-::-::-::-::-:-:-:-:-:JL ______ ~~~=.!...:-:.:~!.....-Cc:'i~'.:l.J
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DESIGN CRITERIA/ GENERAL NOTES
4.
e. Pilings and Anchorage.:
( I '1 Piles shall be the products of manufacturers and contractors
regularly engaged in the production of such items for marine
construction. Typical materials approved for pile materials include:
I. Pre-stressed concrete, 2. Steel, or 3. High-strength composite
materials. Timber piles are not allowed.
(2) Unless subsurface soil materials prevent their use, pilings shall be
pre-stressed concrete. Portland cement shall be ASTM C 150 Type
2 . Water for mixing and curing shall be fresh, clean and potable.
Aggregates shall confonn to AST:\11 C33, Size Number 67, and be
free from any substance that is deleteriously reactive with the
alkalis in the cement. Admixtures, if used, shall confonu to the
requirements of ASTM C494 and not contain chlorides. Co1Tosion
inhibiting concrete admixtures are encouraged. Pre-stressing steel
shall be uncoated, seven-wire stress relieved strand with a
minimum ultimate stress of 270,000 psi confonning to ASTM
A416. Ties and spirals shall confonn to ASTM A82, cold drawn.
Piles shall cure and reach a strength of not less than 4,000 psi
before de-tensioning and cutoff of the strands.
(3) Guide rollers shall be fabricated from polyethylene, UHMVv',
polyol efin or polyurethane roller or plate material. As an option to
the use of rollers, UHM\V rub blocks may be used. Minimum
thickness of a rub block shall be 2 inches, with attachment bolts
countersunk into the UHM\V rnatc1ial.
(4) Any structural steel.components used in the marine environment
shal l be hot-dip galvanized or epoxy coated per manufacturers
recommendations, or A3 l 6 stainless steel.
(5) Steel piles must be painted with a non-toxic coating that prevents
or inbibits the corrosion of the pile base material. Design of steel
piles shall include a l /8-inch additional corrosion allowance.
Coatings must be maintained to prevent growth and wear from the
guide roller assemblies. Rollers should be cleaned periodically to
prevent shell fragm~nt build-up from further deteriorating the
coatings protecting the steel piles . For added steel pile protection,
sac1ificial anodes may also be designed and installed to limit
conusion, and UHM\.\' plastic pile wraps can be installed to limit
wear of the steel su rface from guide roller friction.
(6) Installation Crite1ia:
(a) Piling shall be installed by a licensGd contractor regularly
engaged in the business of pile driving. Care shall be taken
in the hand ling and driving of piling, to prevent spalling,
cracking or olher damage. Contractor shall install piles per
approved local, state and federal requirements. Jetting may
be permitted \vith State and federal approval.
(b) Tolerances:
I)
2)
The elevation of the head of piles shall be within
one inch of designer top of Pile elevation. Minimum
pi le top elevation for dock systems shall be +12.0
M LLW in protected areas of the Harbor. Applicant
shall consider pile top elevation of+ 13.0 for facilities
in or near the Harbor Entrance, due to more severe
environmental conditions encountered in the
location.
Pi ling shall be installed vertically plwnb within
tolerances defined in the construction documents,
but in no cases more than 2.5% out of vertical
plumb, and 4 inches out of horizontal location.
(c) Records and Ce1iifications:
1) Records of pile driving operaliom, shall be
maintained under the supervision of the Engineer of
Record, and made available to the City upon request.
2) Upon completion of the pile dri\1ing operation, the
engineer shall ce1iify that the pilings were installed
i 11 accordance with tbe design and these guidelines.
Such certification shall be on the Engineer's
letterhead and hear the Engineer's stamp, and shall
be submitted to the City Building Department prior
to issuance· of the certificate of occupancy.
f. Alternative and/or Hybrid Materials
Alternative materials such as recycled plastic, PVC, and others, which can
show a demonstrated experience and useful lifespan in the marine
environment and usage, can be proposed lo the City of Ne\vport Beach for
consideration. The decision of the City of Newport Beach regarding the
use of altemati ve or hybrid materials will be final.
APPLIRTENA>ICES
a. Locker Boxes: Individual locker "dock'' boxes may be provided for slips,
and may provide housing for electrical and mechanical sen.rices. Locker
boxes shall be secure ly attached to the dock smface. All dock boxes
should be located on finger fillets; i.e., the intersection of the finger and
the main or headwalk, on the triangular dock surface. Locations other
than on a finger fillet require the approval of the City. Locker boxes
installed in the path of travel that limits safe pedestrian access wiU not be
allowed. Minimum clearance::. for safe pathways are as follows: 2 feet
clear on fingers, 3 feet clear path on main and head1,valks .
Lockers boxes shall be made of 1/8 inch minimum thick fiberglass or
cross-linked polyethylene. Flammable materials shall not be kept in locker
boxes .
b. Cleats: Cleats shall be designed to accommodare boats and loads
appropriate fo r their location. A minimum of two cleats on each side of a
finger is required. Cleats shall be hot-dip galvanized, and attached to lhe
dock system by means of through-bolts of adequate size to transmit loads
between boats and the dock system.
c. Bumpers: Bumpers shall be installed on dock su1faces that will come into
contact with boats. Oult:r comers of fingers should be protected with
comer bumpers or dock wheels . Bumper material shall be vinyl products,
or those that have been approved by an Engineer, licensed to practice in
the State of California. Water retentive material Sllch as rugs, or salvage
materials such as ti res, shall not be used, Install bumpers with aluminum
or stainless steel nails or screws.
d. Boarding Steps: Boarding steps shall not be kept on main walks .
Boarding steps may be kept on, or attached to, finger floats, but in no case
shal l boarding steps on finger floats occupy more than one-half of the
width of the finger float. Boarding steps shall be light-weight and not used
for storage, unless the supporting dock section has been. specifically
designed for the additional dead and live load. Boarding steps shall not be
pennanently attached to the outermost 5 feet of any finger float.
e. Life Rings: Life rings shall be installed in strategic locations on
com mercial docks. Life rings for residential docks are encouraged, bu t not
requ ired.
5.
f. Dock Ladders: Dock ladders shall be installed in strategic locations un
commercial docks for safety purposes. Ladders shall extend into the water
by at least 3 feel, and be constructed of materials that resist corrosion and
prolong ladder life. Ladders may be provided with the abi lity to swing
out of the water in order·to allow for special recreational uses of the
docks. Ladders for res idential docks are encouraged, but not requir~d.
ACCESSIBLE GANGWAY COMPLIANCE
a. General
(1) Landside facilities of commercial docks and of docks serving ne\v
multi-family developments shall meet all accessible requirements
for the path of travel from the street and parking lot, to the
gang\vay and down to the docks.
(2) \Valking surfaces of gangways shall have a non-skid finish, such as
punched metal, unpainted timber, or grit impregnated metal,
painted non-skid coatings, etc.
(3) Gangway Support: Connections between gangways and the
adjacent bulkheads or platforms shall be designed by a licensed
engineer, and comply with the following minimum requirements:
(a) Gangways shall be supported by the bulkhead or platform
through a mechanical connection system, such as
face-mounted plates or clip angle hangers with saddles,
shackles or pins, attached to the bulkhead or platfonn with
poured-in-place anchor bolts or epoxy-anchored threaded
studs. Minimum diameter of bolts shall be 5/8 inch, and
material for bolts in contact with concrete or treated lumber
shall be A304 stainless steel.
(b) The hinge and supports shall be capable oftransfen-ing full
dead and live loads generated by the gangway to the
mechanical connection system.
(c) Steel angles, plates and other sections utilized in these
connections shall be minimum A36 grade and have a
minimum thickness of 3/8 inches. Any exposed edge~ of
plates that may potentially be in the path of travel or in
contact with foot traffic shall have beveled or rounded
smooth edges.
(d) All steel members and hard\vare shall be galvanized, or
coated with a fonnulated non~toxic coating system designed
specifically for the marine environment
(e) The gangway shall be restrained from lifting out of the
support saddle during extreme high tide elevations, \vithout
interfering with rotation at the gangway hinge.
(4) Gangways shall be braced in the horizontal plane to prevent lateral
deformation. The bracing system can consist of diagonal supports
within or under the gangway framing system, plyv.,ood sheathing,
or by decking designed -to act as a shear transfer membrane.
b. Commercial Docks: Commercial docks servicing the public wi ll be
required to meet all applicable requirements relating to accessible
compliance requirements.
(1) Design live loads for gangways shall be a minimum of50 pounds
per square foot for gangways functioning strictly fur access to the
dock system, and a minimum of 100 pounds per square foot for
gangways that can be used as a staging area for passengers
boarding vessels. The maximum allowable deflection of a gangway
or bridge at midspan is L/240, with U360 suggested for walking
comfo1t.
(2) Gangway slopes shall meet CUlrnnt state and Federal requirements
for safety and access compliance, where applicable.
(3) All commercial gangways shall be accessible compliant.
(4) Gangways shall be equipped with self-closing, self-latching gates
at th:;-; bulkhead end of the gangway. Gates shall not open into
intersecting walkways.
(5) All ,,._,alking surfaces shall be provided with a commercial grade
non-skid surface. Worn or slick non-skid su1faces shall be repaired
immediately upon notice. Non-skid walking smfaces shall he
maintained and/or re-applied at a minimum of every six (6)
months. The maximum allov,rnble gap in adjacent walking planks
or surfaces shall be½", and the maximum vertical height
differential between adjacent planks or slllfaccs shall be ¼" .
(6) All gangways shall he equipped with transition plates at ihe
bottom of the gangway, and if fabrication details include gaps in
the hinge transit ion of more than ½ inch, at the top of gangway as
well. Th~se transition plates shall be of non-.skid surface material
and provide the transition from the gangway platfonn and/or dock,
onto the gangways . All transition plates shall have a slope no
steeper than 1 :8 for access ible gang\\/ays not required to be
accessible, and 1: 12 for accessible gangways. Transition plates
shall have rounded edges along the path of travel and a height or
thickness at the end of the plate of no greater than 3/8 inch.
(7) Minimum clearance on the dock system around a gangway
landing shall be 5 '-On.
(8) For additional discretionary gangways, other than the required
actessible gangway, gangway slopes for commercial docks shall
nol exceed 1 foot ve1tically for each 3.0 feet of length, when the
tide is at -1.0 feet MLL\V. The minimum length of commercial
gangway shall be 30'-0".
(9) Guard, mid and hand railings shall meet the requirements of the
late.st State of California Title 24 requirements.
(I OJ Railings shall be designed to resist a load of 50 pounds per foot
applied horizontal ly to the rail or a 200-pound point load applied
vertically at any point along the length of all horizontal rails.
c. Residential Docks:
(I) Gangway slopes for residential docks shall not exceed 1 foot
vertically for each 2.5 feet oflength, during the full range of tidal
swing elevations. The minimwn length of residential gangway
shall be 24' -0".
(2) Minimum gangway clearance (within handrails) shalJ be 2'-6"
wide.
(3) A 3-foot long toe plate, at the base of a gangway, is encouraged
for ease of use and safety and to provide a continuous sloping
pa.th of travel, from the surface of the gangway to the surface of
the dock. A gangway bottom "step-off', if the toe plate is not
utilized, shall not ex ceed 7 inches in vertical height.
(4) Worn or slick non-skid surfaces shall be repaired immediately
upon notice. Non-skid walking surfaces shall be inspected and
maintained periodically for safety pmposes.
6.
(5) Gangway handrail heights shall be 34 to 38 inches above the
gangway walking surface. Openings in rails of residential
gangways shall not permit a sphere 12 inches in diameter to pass
through.
The gangway rail shall be designed to resist a load of 20 pounds per
foot of horizontal force applied to the top of the rail.
(6) lf a residential dock system has 25 or more slips1 an accessible
gang\\/ay system shall be designed with a minimum design load of
50 pounds per square foot, and a maximum deflection of L/240,
with a defle.ction ofL/360 suggested.
SPECIAL FACILITIES
a. Fuel Floats:
(1) Locate boat-fueling docks near the entrance of the harbor, in an
area lhat is protected from waves and rough ,vater environmental
conditions.
(2) Fuel floats used for dispensing petroleum products shall be
adequately designed and placed to provide maximum service to the
boater. Adequate guide piles or dolphins shall be required to
provide pennanence, safety, and stability to the floating docks, and
shall be designed by a California Licensed Engineer with
wateli'ront experience. Fuel floats must be designed to support the
dead loads imposed by the dispensers, hose reels, storage, pipe
chase,vays, etc.
(3) Fuel facilities shall be in confonnance with County, State and
Federal codes, ordinances and law. Equipment, such as
containment booms and absorbent pads, shall be kept on the fuel
dock to contain spills.
(4) fuel Floats shall contain all necessary fire fighting equipment• and
systems, as deemed appropriate by the City of Newport Beach Fire
DepartmenL
b. Sewage Pump Out Facilities:
(1) Mririnas \Vith more than 50 boats are required to have at least one
(1) sewage pump out facility. Sewage pump out facilities shall
connect to the nearest City of Newport Beach se\vagc line system.
Refer to City of Newpo1t Beach Standard Drawings for Public
Works Constrnction for details of these connections.
(2) Sewage pump out equipment shall be products that have been
designed, tested and installed for the specific purpose of vessel
sewage pump out.
c. Floating Buildings:
(1) To ohtain approval from tl1e City of Newport Beach Harbor
Resources Division for the irustallation of a floating building: the
applicant must provide compelling reasons that such a facility is
necessary and is precluded from location on land.
(2) Only commercial facilities are allO\ved to consider floating
buildings.· Residential facilities are not allov1-•ed to have floating
buildin gs. Potential flciating building uses include restrooms, the
dock.master's office, enclosures on a floating fuel doCk, and boat
rental office. Other uses may be considered, at the discretion of
the City of Ne,vport Beach.
(3) Floating buildings are subject to the latest edition of all local,
State and Federal building codes.
d. Vessel Launching Facil ities:
(1) Vessel launching faci lities may include vehicle launch ramps for
trailered boats, concrete law1ch ramps \Vith rails and/or Lrncks for
special vessel carriers, elevated travel lift launches, swing hoists
on davits, and forklift launching.
(2) All launch facilities shall be designed considering the launching
and vehicle loads imposed on existing and/or planned structures.
(3) Vessel launching facilities shall be designed in accordance with
California Department of Boating and Waterways, Boating
Facilities Division, "Layout, Design and Construction Handbook
for Small Craft Boat Launching Facilitie.s".
e. Special .\1ooring Devices:
(1) Special vessel mooring devices may be required or desired for
specific berthing conditions .. Large vessels may require mooring
and/or breasting dolphins (pile groupings designed to resist large
impact and berthing loads), berthing walls, or other devices that
facilitate vessel docking.
(2) Special mooring devices sha11 be designed by a licensed engineer
and geotechnical consultant, v,:ith experience in \\/aterfront
engineering. Special mooring devices shall be designed to resist
be1ihing loads, wind, wave, and current loading for the localized
area.
f. Piers, Platfonns, and Wharves
(1) Piers, platfonns, and wharves shall be designed by a California
li censed Engineer experienced in waterfront stmctures. A
geotechnical report, for pile design and installation, shall be
provided that addresses special issues such as liquefaction
potential, and the gravity and seismic support of the waterfront
structure. The geotechnical repmt shall be prepared by a
Califomia-licensed Geotechnical Consultant.
Refer to the Harbor Design Criteria for the various geometdes
allowed for piers and platforms that serve and provide access to
residential floating docks.
(2) Commercial: Structures shall be designed for an assembly area live
load of 100 pounds per square foot (psf) as well as vehicle loads
that may be imposed on the stmcture for maintenance purposes.
(3) Residential: Structures shall he designed for a minimum live load
of 50 psf.
g. Seawalls (Bulkheads):
(1) '-lot included (See Harbor Design Criteda)
(2) Not included (See Harbor Design Criteria)
(3) Seawalls shall have a top elevation of not less than 9.0 MLL W.
Sea\vall elevations of l 0.0 MLL W or more, depending on location
within the bay and potential for wave or wake over-topping, are
recommended.
( 4) The dis tance between seawalls and all floating dock components
shall be a minimum of one foot horizontal distance.
( 5) Seawalls shall be designed to resist all applicable vertical and
horizontal loads.
7.
8.
(6) A minimum safety factor of 1.5 shall apply lo gravity loads, and a
mil1imum safety factor of 1.0 shall apply to seismic loading cases
for the stability of seawalls.
( 7 ) Decking shall butt to the seawall cap, or cantilever over the top of
the seawall, if approved.
( 8 ) Not included (See Harbor Design Cnteria)
( 9 ) Seawall design requires a soils report from a California licensed
geotechnical consultant experienced with the design of waterfront
structures. Any sloping surface on the water or landside of the
seawall must be accounted for in the calculations for the sea\vall.
(10) All concrete sheets used for seawall construction shall be designed
as pre-cast, pre-stressed concrete elements. Sheet design shall
provide for symmetrical distribution and sizing of strands, to
prevent curvature of the wall.
(11) All seawalls or seawall alterations shall be designed by a
California-licensed Civil or Structural Engineer.
NOT INCLL'DED (See Harbor Design Criteria)
UTILITIES
a. All utility lines in a floating dock system shall maintain clearances as
outlined in «Layout & Design Guidelines for Marina Be11hing Facilities".
b. Electrical Power and Lighting:
(1) All elecu·ical design shall be in accordance with the latest edition
of the California Electric Code ( CEC) Article 555 -"Marinas and
Boatyards", California State Building Standards "A.1iicle E555 Title
24, and the California Fire Code (CFC).
(2) Electdcal systems shall be designed by an Electrical Engineer,
licensed by the State of California, and shall be in accordance with
the latest requirements of the City of Newport Beach.
(3) An electric service connection shall be located at a minimum of
ev~ry other slip. Electrical receptacles shall be waterproof and
approved for marine waterfront exposure.
( 4) Lighting shall be provided on all floating structures for pedestrian
safety. All lighting shall be so designed as to provide sufficient
light for safe pedestrian usage. All lighting on landside structures
and buildings shall be designed to provide a minimum
reflection/glare on the adjacent water areas with cons ideration for
lighting reductions in evening hours.
(5) Electrical cables and conduits shall be fastened securely to the
dock system and gang\',rays such that the system is protected from
damage by boats. All electrical equipment shall be located above
the harbor water level per CEC requirements at all times. If
distribution cabling v-:ill be subject to water contact, cabling shall
be rated for submersible use. All strapping supports for conduit
shall be stainless steel. All electrical conduit and cables must be
concealed within the dock system.
(6) Transformers and panels located on the docks shall meet all
requirements of the CEC. Several maintenance receptacles should
be placed throughout the marina system to allow dock maintenance
cre\vs to use small electnc tools witho ut using metered power
dedicated to slip renters.
(7) Commercial Facilities:
(a) Commercial facili ties shall provide minimum lighting levels
for public safety along the path of travel from land to the
berthed vessel.
(b) Lighting fixtures with a capacity of 9 watts mounted at
heights bet\veen 1.5 to 3 feet above the :floating deck
surface in dock boxes or on individual pedestals along the
path of travel will generally meet this requirement. Fixtures
should be located such that lighting levels on the walking
surface are as uniform as possible.
(c) In addition, pole-mounted lighting shall be provided to
illuminate vertical access systems such a gangways, steps,
and lifts, providing a higher level of illumination at vertical
transitions in the path of travel.
( d) Lighting systems shall be designed to provide light for the
floating walking and access surfaces and not project light
into neighboring properties and/or water space. Special Jens
and/or shields may be required to ensure that stray light is
blocked and/or managed.
(e) All lighting shall be controlled by photo cells and/or timers,
to assure that their operation is automatic and energy
c. Plumbing
consenting.
(I) Plumbing systems shall be designed by a Civil or Mechanical
Engineer, licensed by the State of California, and shall be in
accordance with the latest Califomia Mechanical Code, California
Plumbing Code, and California Fire Code.
(2) One hose bib shall be provided for eve1y two (2) boats, as a
minimum. Hose bibs for every boat slip are recommended for
boater convenience and the reduction of clutter on the docks.
(3) Backflow preventers shall be provided for all water supply systems
into the sile. Pressure reducers or booster pumps may be required
to meet pressure and flow requirements.
(4) Refer to Section "Se\vage Pump Out Facilities" for criteria for
sewage system installations .
(5) Supply \.vater and sewage pipin g shall accommodate the full range
of tidal movement, via the installation of flexible hoses and/or
mechanical s,vivel pipe fittings . All materials shall be suited for
the salt-water marine environment and be rated as "Food Grade"
materials.
d. Fire Protection:
(1) General:
(a) All fire protection systems for marinas, wharves and piers
shall be in accordance \\/ith CFC.
(2) Code Requirements:
(a) Retroactivity of code prnvisions : At the option of the
Newport Beach fire Department, the authority can make
the conditions and provisions of applicable cunent codes
retroactive, if deemed necessary for public safety.
Otherwise, the provisions of applicable codes that existed or
were approved for constmction or installation prior to the
effective date of the standard shall apply.
II.
(3)
(4)
Fire Department connection/s (FDC's), backflow preventers and
pressure reducing assemblies or booster pumps if required,
firehose cabinets, fire standpipes and portable fire extinguishers
shall be provided on the docks, as required by Code. :Meet City of
Newport Beach Fire Department requirements for periodic hose
testing and replacement.
Commercial Facilities:
(a)
(b)
All commercial dock installations shall be provided with a
fire fighting system, approved by the City of Newport
Beach Fire Department. If the City water pressure is not
adequate to produce pressures necessary to meet special
City and Code requirements, an auxiliary booster pump
system may be required.
All new and existing marinas and boating facilities shall
meet the requirements described in "Cases" as made part of
this Design Criteria. The purpose of these requirements is to
facilitate safe boating navigation, as well as provide
fire-fighting capability.
(5) Residential Facilities:
(a)
(b)
Fire protection systems for single-family residential docks
are optional, although highly recommended. The residential
owner should contact their insurance carrier for any policy
requirements associated with providing a fire protection
system.
Fire protection for multi-family or condominium res idential
docks, piers and floats are required to have a fire proteclion
system meeting City and Code requirements.
9. ENVIRONMENTAL
a. Commercial Facilities:
(I)
(2)
All commercial facilities shall prepare a Best Management
Practices plan to document environmental practices to be applied
to daily operations. Plans shall address in-water maintenance
limitations, storage and handling of hazardous and/or waste
products common to the boating community, and emergency
response to chemical spills.
Commercial facilities shall provide a means for vessels to pump
out their bilge tanks and the wastewater products taken to an
approved treatment and disposal facility.
tO. NOT INCLUDED (See Harbor Design Criteria)
LANDSIDE DEVELOPMENTS (Commercial Only)
A. Landside developments of waterfront projects are subject to City of Newport
Beach Planning & Building Department requirements.
B. See State of California Department of Boating and \Vateiways "Layout and
Design Guidelines for Marina Berthing Facilities", ·latest edition, for minimum
requirements for landside facilities, in support ofv1-•aterfront developments.
C. Landside requirements for marina projects include location and design of
restroom fac ilities, minimum parking requirements and access compliance.
HARBOR CONSTRUCTION STANDARD DRAWINGS
CITY OF NEWPORT BEACH BUILDING DEPARTMENT
HARBOR RESOURCES APPROVAL DWG. SCALE: DATE
AS SHO'AN .lJL Y
DRAWING NO.
2008~
BY: ______________ _ DATE: ______ _ SHEET-02
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226 D 19th STREET PUBLIC DOCK
NEWPORT BEACH, CALIFORNIA
HEET NO. SHEET INDEX
T-1
T-2
C-1
C-2
C-3
C-4
C-5
C-6
PROJECT
HARBOR DESIGN CRITERIA STANDARD DRAWING SHEET 01
HARBOR DESIGN CRITERIA STANDARD DRAWING SHEET 02
TITLE SHEET
GENERAL NOTES
SITE PLAN
DOCK CONSTRUCTION DETAILS - 1
DOCK CONSTRUCTION DETAILS - 2
PILE DETAILS
DOCUMENTATION OF UNREASONABLE HARDSHIP - 1
DOCUMENTATION OF UNREASONABLE HARDSHIP - 2
CLIENT
226 ( D ) 19 ST. CITY OF NEWPORT BEACH ~ -AQEDCTNLADDED
PROJECT ADDRESS:
226 ( D ) 19TH ST PUBLIC DOCK
NEWPORT BEACH, CA 92663
OWNER:
PUBLIC WORKS DEPARTMENT
CITY OF NEWPORT BEACH
3300 NEWPORT BOULEVARD
NEWPORT BEACH, CA 92663
ATTN: MR. MICHAEL J. SINACORI
ASSISTANT CITY ENGINEER
ENGINEER:
BLUEWATER DESIGN GROUP
2500 VIA CABRILLO MARINA, SUITE 200
SAN PEDRO, CA 90731
TEL: (310) 548-3132
FAX: (310) 548-1924
ATTN: TIM BAZLEY / PRABIN TULADHAR
PUBLIC DOCK
NEWPORT BEACH
N EW PO RT BEACH, CA & Rnf9CWS BASED c,m CORRE<rr<W UST (JRD CfECK) PT
& 2ND SUBMITTAL Planning and Engineering Services
NO. REVISION BY DATE For Marinas and Waterfront Resorts
PROJECT DESCRIPTION:
INSTALL NEW FLOATING DOCK AS AN EXTENSION TO
EXISTING PUBLIC DOCK & INSTALL 4 NEW 14" SQ. CONCRETE
PILES AND 1 NEW 12" SQ. CONCRETE PILE FOR TIDE GUAGE.
AERIAL MAP
N.T.S.
LOCATION MAP
PROJECT SITE
PROJECT
LOCATION
GRAPHIC SCALE
0 1 2 ------
SC/I.LE DATE
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
AS NOTED 07-22-09
JOB NO.
Tel: 310 548 3132
Fax: 310 548 1924 TITLE SHEET 2202 - B
SHEET
DESIGNED BY PT T-1
DRA'M,1 BY JH SHEET I
a-lECl<ED BY TB
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GENERAL CONSTRUCT/ON NOTES:
1. ALL WORK SHALL CONFORM TO THESE PROJECT SPECIAL PROVISIONS AND THE APPLICABLE
PROVISIONS OF THE STA TE OF CALIFORNIA DEPARTMENT OF BOA 7/NG AND WATERWAYS (DBAW)
STANDARD SPECIF/CA 7/0NS AND PLANS, LA TEST ED/7/0N.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STA TE, COUNTY AND CITY LAWS AND ORDINANCES
RELA 7/NG TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. THIS
SHALL INCLUDE, BUT IS NOT LIMITED TO THE PREPARA 770N OF TRAFFIC CONTROL PLAN AND
PREVENTION OF DEBRIS DISCHARGE TO THE BAY WATERS.
3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY ADJACENT TO THE WORK
THROUGHOUT THE PERIOD OF CONSTRUCT/ON.
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING
STRUCTURES AND UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE
EXACT LOCA 770N OF EXISTING UTILITIES. ANY UTILITIES EXPOSED OR DAMAGED BY THE
CONTRACTOR SHALL BE REPAIRED BY HIM AT HIS EXPENSE.
5. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
CONDITIONS AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF OF
ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER HARMLESS FROM ANY AND ALL LIABILITY, REALN AND/OR ALLEGED, IN CONJUNCTION
WITH THE PERFORMANCE OF THIS CONSTRUCTION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE LIABILITY INSURANCE TO DEFEND, INDEMNIFY
AND HOLD HARMLESS THE OWNER FROM ANY CLAIMS AND DAMAGES THAT MAY ARISE FROM
THIS CONSTRUCT/ON.
7. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS. THE
PRESENCE OR ABSENCE OF A CITY OR OTHER INSPECTOR WILL NOT RELIEVE THE CONTRACTOR
OF FULL RESPONSIBILITY FOR THE PROPER PERFORMANCE OF WORK.
8. ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE AUTHORIZED
BY THE ENGINEER BEFORE CONTINUING WITH WORK IN THAT AREA.
9. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT
MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR
IND/CA TED, OR IF IT APPEARS THAT THESE PLANS, STANDARD SPECIF/CATIONS, AND SPECIAL
PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL
NOTIFY THE ENGINEER PRIOR TO CONT/NU/ON WITH ANY RELATED WORK. NO ALLOWANCE WILL
8£ MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN
DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE DONE. NOTED DIMENSIONS TAKE
PRECEDENCE OVER SCALE.
10. A SET OF SIGNED BLUEPRINTS WILL BE KEPT AT ALL TIMES AT THE JOB SITE ON WHICH ALL
CHANGES OR VAR/A TIONS IN THE WORK, INCLUDING EXISTING UTILITIES, ARE TO BE RECORDED
AND/OR CORRECTED DAILY AND SUBMITTED TO THE ENGINEER WHEN THE WORK TO 8£ DONE
IS COMPLETE.
11. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR EXISTING UTILITIES.
VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES. REPAIR ANY DAMAGE TO EXISTING
UTILITIES OR ADJACENT PROPERTIES CAUSED BY OR DURING THE PERFORMANCE OF WORK AT
NO ADDITIONAL COST TO THE OWNER.
12. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS
OTHERWISE NOTED.
13. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRIERS TO
PROVIDE FOR THE SAFETY OF THE STAFF AND PUBLIC TO THE SA T/SFACTION OF THE
ENGINEER.
14. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR AND ON THE EXISTING
PIER AND WHARF. THE EXISTING PIER AND WHARF SHALL BE PROTECTED IN-PLACE. REPAIR
ANY DAMAGE TO THE EXISTING STRUCTURES CAUSED BY OR DURING THE PERFORMANCE OF
WORK AT NO ADDITIONAL COST TO THE OWNER.
15. THE CONTRACTOR SHALL PREPARE AS-BU/L TS AND SUBMIT AT THE END OF CONSTRUCTION.
16. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS, OR WASTE SHALL BE PLACED OR STORED
WHERE IT MAY BE SUBJECT TO WA VE, WIND, OR RAIN EROSION AND DISPERSION.
17. THE CONTRACTOR SHALL REMOVE AND DISPOSE, USING APPROVED LEGAL METHOD, ALL
SURPLUS EXCAVATION, MATERIALS AND DEBRIS FROM THE SITE. THE SURPLUS MATERIAL
BELONGS TO THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT
AND ORDERLY CONDITION AT ALL TIMES. ANY AND ALL CONSTRUCT/ON MATERIAL SHALL BE
REMOVED FROM THE SITE WITHIN 10 DAYS OF COMPLETION OF CONSTRUCTION.
18. MACHINERY OR CONSTRUCT/ON MATERIALS NOT ESSENTIAL FOR PROJECT IMPROVEMENTS
SHALL NOT BE ALLOWED AT ANY TIME IN THE INTERTIDAL ZONE.
19. NON-BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY
DIVERS AS SOON AS POSSIBLE AFTER LOSS .
20. CONTRACTOR'S SUBMITTAL SHALL INCLUDE STRUCTURAL CALCULATIONS AND FINAL
CONSTRUCTION DETAILS INCLUDING MEMBER SIZING AND CONNECTION DETAILS.
21. THESE PLANS IND/CA TE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIF/CALLY IND/CA TED BUT ARE OF SIMILAR CHARACTER TO DETAILS
SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE
ENGINEER.
22. ALL INFORMATION SHOWN ON THE ORA WINGS RELATIVE TO THE EXISTING CONDITIONS IS
GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE ORA WINGS, THEY SHALL BE REPORTED TO THE
ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MOD/FICA TIONS OF DETAILS
SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER.
23. THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS/HER DESIGN££ AT LEAST 72 HOURS IN
ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK.
PROJECT CLIENT
GENERAL SPECIF/CA T/ONS
1. ALL MA TERIAL AND WORKMANSHIP SHALL CONFORM TO THESE ORA WINGS AND
SPECIF/CATIONS.
2. THE CONTRACTOR SHALL 8£ SOLELY RESPONSIBLE FOR ALL THE ENVIRONMENTAL
PROTECTIONS REQUIRED BY THE APPLICABLE LAWS.
3. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITS FOR THE WORK. COPIES OF ALL
PERMITS ARE AVAILABLE FROM THE OWNER.
4. THERE SHALL BE NO FIELD MODIFICATIONS TO ANY GALVANIZED HARDWARE AND NO
FIELD-APPLIED GAL VAN/ZING WILL BE ALLOWED.
MATERIAL SPECIF/CA T/ONS:
1. ALL LUMBER SHALL BE SELECT STRUCTURAL DOUGLAS FIR. THERE SHALL BE NO LOOSE
KNOTS OR OTHER DEFECTS. ALL LUMBER TO 8£ S4S AND EXPOSED MEMBER TO 8£ PICKED
FOR APPEARANCE.
2. ALL LUMBER SHALL BE PRESSURES TREATED PER APWA STANDARD C-2 (ACQ). MINIMUM
RETENTION 0. 6 #/CF. ALL FIELD CU TS AND BORED HOLES TO RECEIVE A BRUSH OF GOAT OF
CONCENTRATED PRESERVATIVE
3. MISCELLANEOUS METAL: ALL MISCELLANEOUS STEEL ITEMS SHALL CONFORM TO ASTM A36;
FABRICATED IN ACCORDANCE WITH A/SC AND HOT-DIP GALVANIZE AFTER FABRICATION IN
ACCORDANCE WITH ASTM A 123. ALL SCREWS, BOLTS, NUTS, AND LOCK WASHERS SHALL
CONFORM TO ASTM A307 AND BE HOT-DIP GALVANIZED IN ACCORDANCE WITH A/53 UNLESS
OTHERWISE NOTED. FLAT WASHERS SHALL COMPLY WITH ANSI 827.2; AND BE HOT-DIP
GAL VAN/ZED IN ACCORDANCE WITH ASTM A 153. GAL VAN/ZED WASHERS SHALL BE USED WITH
ALL NUTS AND BOLTS BEARING ON WOOD SURFACES.
4. ALL PLYWOOD SHALL BE OF MARINE GRADE 8-8 OR BETTER AND BE IDENTIFIED BY GRADE
MARK OF APA. PRESERVATIVE TREAT IN ACCORDANCE WITH A WPA P5 AND A WPA C28 USING
AGO TO A MINIMUM RETENTION OF 0.6 PCF. FIELD CUTS AND HOLES SHALL 8£ TREATED IN
ACCORDANCE WITH AWPA M4.
5. GUIDE PILE ROLLER SHALL CONSIST OF A MOUNTING BRACKET FABRICATED FROM 1/4 INCH
THICK STEEL PLATE TO WHICH IS ATTACHED A ROLLER MADE OF ULTRA HIGH MOLECULAR
WEIGHT PLASTIC MOUNTED ON A A325 BOLT AXLE. MOUNTING BRACKET SHALL BE
GAL VAN/ZED AFTER FABRICATION. THE GUIDE PILE ROLLER SHALL BE A "SUPER PILE ROLLER"
ITEM NO. 61/HD, AS SUPPLIED BY HENDERSON MARINE SUPPLY, OR APPROVED EQUIVALENT.
6. ALL BOLTED CONNECTIONS SHALL USE FLAT WASHERS INSTALLED AT BOLT HEADS AND NUTS
BEARING ON TIMBER. MALLEABLE IRON WASHERS SHALL BE USED ON ALL EXTERIOR BOLT AND
NUT LOCATIONS.
7. DECKING SHALL 8£ 2x6 TREX DECKING OR APPROVED EQUAL.
8. PONTOONS SHALL BE SUPERFLOA T FLOAT DRUMS MANUFACTURED BY ACE ROTOMOLD.
9. ALL MATERIAL SPECIF/CATION SHALL MEET SECTION 3 ON SHEET 01 OF 2008 HARBOR DESIGN
CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT.
10. PILES SHALL BE AS MANUFACTURED BY UTILITY VAULT OR APPROVED EQUAL. PILE
RECORDING AND CERT/FICA TION SHALL BE DONE AS PER THE SECTION 3.£.6.C ON SHEET 02
OF 2008 HARBOR DESIGN CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT.
11. CLEATS SHALL BE HENDERSON 503H CLEATS ITEM NO. 05-05N AS MANUFACTURED BY
HENDERSON MARINE OR APPROVED EQUAL. CLEA TS SHALL 8£ THRU BOLTED.
12. DOCK BUMPER SHALL BE H290 HENDERSON BUMPER ITEM NO. 03-H290 AS AS
MANUFACTURED BY HENDERSON MARINE OR APPROVED EQUAL.
DESIGN NOTES:
THIS DOCK STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT CITY OF
NEWPORT BEACH WATERFRONT PROJECT GUIDELINES AND STANDARDS -HARBOR DESIGN CRITERIA
COMMERCIAL & RESIDENTIAL FACILITIES -2008 EDITION. SEE ATTACHED SHEET 01 & 02.
226 ( D ) 19 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACH 1-----+-------+--+-----ill ~ 5/GNAQE OETAJL ADDED
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK)
& 2ND SUBMITTAL
NO. REVISION
PT
PT
PT
BY DATE
No. C 50019
EXP.ffiQL11
c1v1 Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT.
GRAPHIC SCALE
0 1 2 ------
SCALE om
AS NOTED 07-22-09
JOB NO.
GENERAL NOTES 2202 -B
SHEET
T-2
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PROJECT
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PUBLIC DOCK
NEWPORT BEACH
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SCALE 7 "=8'
CLIENT
CITY OF NEWPORT BEACH o---+-------+--t------111 ~ 5/GNAQE OETAJL ADDED PT
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT
2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
CIVI
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RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT.
20'
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GRAPHIC SCALE
0 1 2 ---
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
SITE PLAN
---
SC/I.LE DATE
AS NOTED 07-22-09
JOB NO.
2202 -B
SHEET
C-1
Planning and Engineering Services DRA'M,1 BY JH SHEET I
For Marinas and Waterfront Resorts a-lECl<ED BY TB
~ i Q
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In
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___ EX IS Tl NG DOCK __ "" f-------f. ------------4' - 6 "------------j-------1
1 '-6" 1 '-4"
60'
1'-4" 1 '-4" 1 '-6" 1'-6"
C
-N
1'-6"
f/v,"v,•v ~
-X i-:.'~-...::....-..::-c....:.LJ
~ "'· .-. ""'7""'7""'7""'7""'7"7 / ,<
V
EXISTING
J 12" PILE
• / '/ ',
L ·.·.\=_: @ INTERNAL • t : .. .', .. •-; . .. ...
PILE DETAIL "":.··-~ -,.:~ V
, V
/ 9/' 54' v.;, ,----------,-.---------------------,L---------------------------------------------1<"·" ;-:,/ J ,·-1 V...,
.c
SEE FRAMING
PLAN 1
,
~ "' i!i( ,
... ~
~ ~
£ t
.!e! 1 "X 1 " CHAMFER @
-§ ALL CONNECTIONS
~ FOR DRAINAGE
0
PROJECT
#12x3" WOOD SCREWS
2 SCREWS PER 2X6 DECKING
BOARD PER CROSS BEAM
1'-7" 1'-5"
3'x4'x12" ACE ROTO-MOLD
FLOAT CONNECTED TO WALER &
BLOCKING AS PER
MANUFACTURER
RECOMMENDATION.
1 '-5" 1'-7"
3'x4'x12" ACE ROTO-MOLD
FLOAT CONNECTED TO WALER &
BLOCKING AS PER
MANUFACTURER
RECOMMENDATION.
½" PLYWOOD COUNTINUOUS DIAPHRAGM
WITH 2"¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" o.c.
SECTION A
SCALE 1''=1' C2 C2
CLIENT
DOCK BUMPER
2x12 FASCIA
20d NAILS @ 12"0.C.
STAGGERED TOP & BOTTOM
2x6 BLOCKING
SEE FRAMING
PLAN 2
' ~ ~ t
1 "X 1 " CHAMFER @
ALL CONNECTIONS
FOR DRAINAGE
226 ( D ) 19 ST. CITY OF NEWPORT BEACH PUBLIC DOCK ~
FLOAT PLAN
SCALE 1 "=4'
#12x3" WOOD SCREWS
2 SCREWS PER 2X6 DECKING
BOARD PER CROSS BEAM
1 '-4" 1 '-2" 1'-2"
2x6 STRINGER
4'x6'x72" ACE ROTO-MOLD FLOAT CONNECTED TO WALER
& BLOCKING AS PER MANUFACTURER RECOMMENDATION.
½" PLYWOOD COUNTINUOUS DIAPHRAGM
WITH 2 "¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" o.c.
SECTION
SCALE 7 "= 7'
B
C2 C3
,\\~ 84
~ c:, <<
' "' ,__ -<
5/GNAQE OETAJL ADDED PT No. C 50019 NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT EXP.ffiQL11
1'-4"
DOCK BUMPER
2x72 FASCIA
~
6'
\
--C'J
~
,. I
l
·1· '•'1
' l
#12x3" WOOD SCREWS
2 SCREWS PER 2X6 DECKING
BOARD PER CROSS BEAM
/'-5¾" 1'-2¼" 1 '-4"
'
2x6 STRINGER
a -2x12 FASCIA
2x6 BLOCKING
4x6 WALER
12" CLEAT (TYP.)
@ CONNECTION
DETAIL (TYP.)
3
y •
II •
:r
V
>O _J
n
A
-s;j-, X . , , > . . ~
V
v·. n ', /, /
"
FRAMING PLAN -1
SCALE 1"=2'
8' DOCK BUMPER
1'-4" 1'-2¼" / '-5¾"
' ' '
/ 2x12 FASCIA
20d NAILS @ 72"0.C.
STAGGERED TOP & BOTTOM "
20d NAILS @ 12"0.C.
STAGGERED TOP & BOTTOM
2x6 BLOCKING
, x.· -~ r-R@_l/ 7 "X 7 " CHAM FE.
ALL CONNECT/
FOR DRAIN
ONS
'AGE
/ '/ • ,
:>/ :<
/ / , , /
··J·. //. / / / , , / / , , / . / / / // // ~
, . ' / , '/, /,.
/ , . , / , / / / / .. , .
/ , // / / , . ///// / . , , . , ,
2x6 STRINGER\) ~--=-2x6
4'x8'x72" ACE ROTO-MOLD FLOAT CONNECTED TO WALER
& BLOCKING AS PER MANUFACTURER RECOMMENDATION.
½" PLYWOOD 2 COUNTINUOUS D~PHRAGM
WITH 2"¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" o.c.
RECORD DRAWINGS
SECTION
SCALE 7 "= 1'
C
C2 C3
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT.
4x6 WALER
BLOCKING
GRAPHIC SCALE
0 1 2 ---
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
CESGNEO BY PT
DOCK CONSTRUCTION
DETAILS-1
---
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
C-2
NEWPORT BEACH & 2ND SUBMITTAL PT CIVI Planning and Engineering Services DRA'M,1 BY JH SHEET I
NO. REVISION BY DATE For Marinas and Waterfront Resorts a-lECl<ED BY TB
J ~ z >< ~
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PROJECT
4x6 BLOCKING
226 ( D ) 19 ST.
PUBLIC DOCK
NEWPORT BEACH
~INTERNAL
1
~ NEW 14" PILE DETAIL
PILE @ ~ C3C4 ~ 2x12 FASCIA
CLIP ANGLE (TYP)
2x6 DECKING W/(2) ------#12x3" WOOD SCREWS
PER CROSS BEAM
,5 f'' 2" 7 f,
/
/
□
60'
56'
50'
~INTERNAL
'-NEW 14" PILE DETAIL
'---2x6 STRINGER
PILE @ ~ C3C4 ~
54'
FRAMING PLAN -2
SCALE 1"-2'
45'-2"
40'
" ' I
35'-4"
4x6 WALER
-
31'
25'
~INTERNAL
'-NEW 14" PILE DETAIL
PILE @ ~ C3C4 ~
18'-6"
151-9 11
10'
II II I I •
INTERNAL
PILE DETAIL
• II II II
NEW 14" LD
PILE ~
CONNECTION LD
DETAIL (TYP.) ~
CLIP A':!,,~~~}JETAIL ,~0 RECORD DRA WJNGS
CONNECf!:?:!/JETAIL ½!0
CLIENT
CITY OF NEWPORT BEACH o-----+--------+--t--------ill ~ 5/GNAQE OETAJL ADDED
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT
2ND SUBMITTAL
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
C/VI Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 ---
DOCK CONSTRUCTION
DETAILS-2
---
SC/I.LE DATE
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
C-3
SHEET I
E "-0,
"'
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0
5
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PROJECT
--,
DETAIL 1
C4 C4
r --1 I
~-------,----------c-------=,_____l_
0
L_
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0 0
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,' )'' i_
•'---'---
L
(]
' _I
SECTIONG)
1
0
71
SECTION@
J
C4 C4
CLIENT
+13 -
14" S 0. PILE 8-1/2''
STRAN D 6000 PSI PILE
0. 0 MLLW
-3
,
" -
" -
-~ 20
226 ( D ) 19 ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACHl----l-------+--+-----1, ~ 5/GNA.QE OETAJJ. ADDED PT
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT
& 2ND SUBMITTAL PT
NO. REVISION BY DATE
-
-~
,
~
No. C 50019
EXP.ffiQL11
C/VI
+13
14" 5 0. PILE 8-1/2"
STRAN D 6000 PSI PILE
0. 0 MLLW
-6
ll) -
-23
Planning and Engineering Services
For Marinas and Waterfront Resorts
-
,
-
+13
12" S 0. PILE 6-1/2"
STRAN D 6000 PSI PILE
0. 0 MLLW
-6
-21
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
~ ,I,--+---,'--,
"""" SECTION A-A
N.T.S.
..........
AS SHJ\l'N IN PLIIN VIEW,
e -ve-. PRESTRESS!Nli
Sll!IINIIS m.JIIU.Y SPM:ED.
314• CHAMFER ALL
CDIINERS TYPICAL.
L TR REVISll:t,IS DATE BY
A REVISED f'c TII 600ll PSI IDl17/0D CRII
L
PLAN VIEW
NOTES
L C □NCRETE f'c = 3500 PSI Ii! TRANSFER
f''c = 6000 PSI I 28 DAYS a. TIME □f" DRIVING
MIX DESIGN :II UV-119
2. IU'.INECRCING
PRESTRESSING STEEL SHALL C□NF□RH T□
ASTM A-416 GRADE 270
W-4 SPIRALS
3. EEEECTIYE PRESJBESS
INITIAL TRANSFER FORCE/STRAND 28.9K
EFFECTIVE PRESTRESS IN STRAND = 194.3 KSI
EFFECTIVE PRESTRESS IN CONCRETE = 991 PSI
4. SfCTTCti PROPERTIES
14w SQUARE PILE
AREA = 196 SQ.IN.
As = 8 STRAND X ,1:ii3 SQ,IN, = 1,22 SQ,IN,
vaGHT • 210 POUNDS PER FOOT
5. PTI E PICKi IP POINTS
.2L .6L
2 P□INT PICkUP
.35L .35L
3 POINT PICkUP
DRAWN DLB DATE B/26/99
CHECKED
s.a. Na.
14" SQUARE PRESTRESSED PILES 0A ,.,iS-748 A
SCALE N.T.S. SHEET OF
L TR REVISictlS DATE
A REVISED t«JTES 7/27/00
B REVISED f'c T□ 6000 PSI 10/17/00
L
PLAN VIEW
3• lJ-4 SPIRAL
CLR, ll~t--~f--A,-.S SHOWN IN PLAN VIEW,
NOTES
C6) 11/2• PRESTRESSING
STRANDS EQUALLY SPACED
1. CONCRETE F'c = 3500 PSI @ TRANSFER
f''c = 6000 PSI @ 28 DAYS 8, TIME OF DRIVING
HIX DESIGN= UV-119
2. RQNEPRCING
PRESTRESSING STEEL SHALL CONFORM TO
ASTM A-416 GRADE 270
w'-4 SPIRAL ASTM AB2
3. EEEECTTVE PRESIRESS
INITIAL TRAt-FER FORCE/ STRAND= 28,9K
BY
CRO
CR□
C 12·
SQUARE
3/4• CHAMFER ALL
CCRNERS TYPICAL EFFECTIVE PRESTRESS IN STRAND = I56,B4 KSI
SECTION A-A
N.T.S.
EFFECTIVE PRESTRESS IN CCNCRETE = 1000 PSI
4. SECTION PROPERTIES
12" SQUARE PILE
AREA = 144 SQ.IN,
~~H; ~T~~N!□~~~~3 p!~I~0;,_,91B SQ.IN •
5, PILE PICKUP P□INTS
.2L .6L
2 P□INT PICKUP
.35L .35L
3 P□INT PICkUP
DRAWN DLB DATES 26
CHECKED
s.a. Na. ~T.
12" SQUARE PRECAST PILE D\JG, ~.
A 15-749
SCALE N T.S. SHEET t
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT.
OF
99
B
1
GRAPHIC SCALE
0 1 2 ------
SCALE om
AS NOTED 07-22-09
JOB NO.
PILE DETAILS 2202 - B
SHEET
C-4
SHEET I
J ~ z >< ~
0
5
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PROJECT
:_) CLC'v">·11 Ti - -. ---. - -. - -. - - ---L_ . -----1--1--. --I-I----1---. 1---I-. -1-f-1--1--1-. - . - - .
\c
\'\_, ..
\c,.
'~~--
\ (_ !
\
\
\ ----\
\
\
\
\
\
\
\
226 ( D ) 19 ST.
\
PUBLIC DOCK
NEWPORT BEACH
I
\
\
\
,.
'.< :·{
~~: ~
>'7._
l_ '--~I
\
,-. ,., ,-,-
_::::.~.' c_
' ( ,7
\ > /
\
\
\
\
\
\ \
\ \
\ \
\
\
\ DOCK LAYOUT
\ SCALE / "~a·
\
\
\
CLIENT
CITY OF NEWPORT BEACH i------+-------+---l-------01 ~ 5/GNAQE OETAJL ADDED PT
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT
2ND SUBMITTAL PT
NO. REVISION BY DATE
No. C 50019
EXP.ffiQL11
C/VI Planning and Engineering Services
For Marinas and Waterfront Resorts
• • • • • •
BOAT BERTHING AROUND EXISTING DOCK
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERSN'!{lfILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. -B GRAPHIC SCALE
0 B 16 ---
DOCUMENTATION OF
UNREASONABLE
HARDSHIP -1
---111=8'
SC/I.LE DATE
AS NOTED 07-22-09
JOB NO.
2202 -B
SHEET
C-5
SHEET I
J ~ z >< ~
0
5
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/ .X 'l /' \/··-::· ,-.,,..~1,'\/(~/?/-T,,----
s ;,,-p .'"? :o /?,-,1,,;_J, /,\/
;::-/ /.')Ti/\/(;· ,C;,c-_/\ v'//1,/ i
TC! P,;:-.,',,f,J.. i;\i
PROJECT
'
-
226 ( D ) 19 ST.
PUBLIC DOCK
NEWPORT BEACH
-------__ _L_
GANGWAY & PIER ELEVATION
SCALE 1 "=2'
ELEVATION A-A
SCALE 1 "= 1'
CLIENT
CITY OF NEWPORT BEACH t---,;-+---------1--L-....fl ~ 5/GNAQE OETAJL ADDED PT
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT
& 2ND SUBMITTAL PT
NO. REVISION BY DATE
-Bt~!_ !.
No. C 50019
EXP.ffiQL11
2 3/4"
~o (1. _116 o !_,)
STEEL
\iST/11_!_ TOE ,al_/1 TE
Planning and Engineering Services
For Marinas and Waterfront Resorts
SCh'. c,iL.7 ; ~-:: , .-. :_j.)
CJ.f_l/< ~-,'t_c_:_
SCALE 2"=1'
' <o . I -
' "'
,?i-,\,i() ·v-:--,,,----)(i 'it-/G
T//1/BEP PAiLS /Jt\iD
/i\/_~;'/,Jj_!_ /\/c_,i1/ 1\"4
i :'/1/dth_, SAi-t / Y
1 '-9"
i t MAX. DOCK
OCCLRANCY
to
2" TALL LETTERS
FONT: ARIAL
COLOR: BLACK
' 0) . I -
ALUMINUM SUBSTRATE
COLOR: WHITE
MOUNTING TYPE:
~
' "' t
L
' "'
L
' "'
PERSONS
"'
POLE MOUNT WITH ~R CKETS
I
t
GALV. STEEL
HEX NUT
WITH WASHERl
<o ~ LOCATION: START OF PIER
QTY: 1
MUL Tl-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT.
MODEL # P9010
--+--1¾,"x1½" TELESTRUT
TUBING AS
MANUFACTORED
BY UNISTRUT,
MODEL P9200
MUL Tl-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT, +---MODEL # P9011
n~_POST BASE (TELESTRUT)
GALV. STEEL
HEX NUT
WITH WASHER
7'-9"
LOCATION: START OF PIER
QTY: 1
MUL Tl-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT,
MODEL # P901 O
~-1 ½" x1 ½" TELESTRU T
TUBING AS
MANUFACTORED
BY UNISTRUT,
MODEL P9200
MUL Tl-GRIP RIVET AS
MANUFACTORED .+---BY UNISTRUT, MODEL # P9011
' MANUFACTORft{)/.
B'f• UNISTRµ'I' • /
/~ODEL Jvf.9~r9
/ • / / _/
-,.-2,500 PSI
CONC.
FOUNDATION
¾"¢ GALV.
STEEL ANCHOR
BOLT
/r»{: • ·_ .• " • )':MANUFACl'Clfl;D ... ').•x<, (/_•• ,
'~'( IJNl;,TPL.ll,.' / .>)<. •.
' <o .I
C\J
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
' 'I-
t
MODEL # P9010
• -~2,500 PSI
'" CONC.
-", FOUNDATION
• .. , . ¾"¢ ANCHOR
BOLT
DOC~A~~~~AGE@
C6 C1
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED IN PART.
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MA y HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 - -----
DOCUMENTATION OF
UNREASONABLE
HARDSHIP-2
SC/I.LE DATE
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
C-6
SHEET I
m C ,
~ u I • "' };>
~ • -C " 0.
m • " 5 I >-I "' I ..
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u ~ "' "' .. .. ~ .. " ..
" w.... ..
.; ...... "
• •• • • • • • ••
HARBOR DESIGN CRITERIA STANDARD D
CITY OF NEVVPORT BEACH BUILDING DEPARTMENT
INGS
DESIGN CRITERIA/ GENERAL NOTES APPLICANT'S PLAN & PROFILE SAMPLE SITE PLAN & PROFILE
GENERAL
l. The construction of harbor facilities shall accommodate the need for safety and durability
as well as convenience and appearance.
2. Structural elements of the docks, floats, gangways, piles, etc., shall be adequate to
safeguard human life, boats, and boating equipment.
3. Boat berthing facilities shall be designed to adequately handle anticipated loads with an
ample factor of safety as deemed appropriate by the City of Newport Beach Buildiitg
Department.
4. Matetials of construction shall resist the corrosion of saltwater in order to assure low
maintenance requirements and long life of the facility.
5. Floats shall be designed to assure stability and buoyancy for safe operations.
6. Adequate utilities meeting all requirements of the current. applicable codes, shall be
provided for tbe convenience and safety of boaters and maintenance workers.
7. Harbor Pennits and Plan Check shall be as per the Title 17 of the City of Newport Beach
Municipal Code and Council PolicyH-1.
8. Dock systems shall be designed by a civil or structural engineer, licensed by the State of
California, who is experienced in the design ofmari_ne structures.
9. Repairs and non structural modifications to existing residential docks can be designed by a
contractor experienced in dock facilities, at the discretion of the Building Department.
JO. Numbering system for these "General Notes" and the "Harbor Design Criteria" match.
Some notes from the Harbor Design Criteria have been deleted from these "Standard
Drawings", but the Applicant shall refer to the Harbor Design'Criteria for a complete list
of project requirements.
I. NOT JNCLUD8D (See Harbor Design Criteria)
2. DOCKS LAYOUT AND DESIGN (Commercial & Residential)
-..
,_
a. General:
(I)
(2)
(3)
Layout and design of harbor facilities shall be based upon the use of
the facility.
Harbor structures shall conform' to "Layout & Design Guidelines for
Marina Berthing Facilities", latest edition, published by the State of
California Department of Boating and Waterways, except as
modified by the City's Harbor Standard Drawings within the Harbor
Design Criteria.
The Harbor Standard Drawings shall be considered minimum
requirements for the cases represented, and, at the City of Newpo~
Beach Building Department discretion, may not apply to the specific_
project submitted. The Building Department reserves the right to
mandate deviation from the Standards, if particular project conditions
require special consideration.
b. Slip and Boat Ov erhang into Adjacent Fairways:
(I)
(2)
Berths shall not be occupied by vessels more than 3 feet longer than
the berth or slip, or in the case of fairways with a I. 75 x Lb width,
not more than 10% of the length of the finger.
For berths either parallel or perpendicular to a main channel, ve.ssels
can extend beyond the• limits of the slip by as much as d1e beam of
the boat.
c. Finger and Walkway Widths:
(I)
(2)
(3)
(4)
Minimum finger widths for recreational commercial and residential
docks shall be per Table No. l of the Harbor De;sign Criteria.
Fillets at the connection of walkways to fingers shall not have less
than a 4 foot side.
Outetend (end tie) and side-tie fingers shall be a minimum of one
foot wider than the minimal widths for all other adjacent finger
docks.
Residential Headwalks and Mainwalks:
(a) Minimum residential headwalk widths shall be no less than 6
feet for dock lengths up to 80 feet in total length, and 8 feet
wide for dock lengths of more than 80 feet.
(5) Commercial Headwalks and Mainwalks:
(a)
(b)
Minimum widths shall be no less than 8 feet wide. [fuse of a
walkway is for staging the public while waiting to board a
vessel, the minimum dock width shall be 12 feet.
At gangways, a minimum of 6 feet of walking surface shall be
maintained in front of the furthermost gangway projection
(including toe plate} at high tide, and have a minimum of 4 feet
of clear space to walk along the side of any gangway for access
to berthed vessels.
d. Not included {See Harbor Design Criteria)
a Not included (See Harbor Design Criteria)
f. Not included {See Harbor Desig11 Criteria)
g. Loading Criteria:
(I) The design of the d,ock system shall incorporate all anticipated dead
and live loads, plus wildlife loads, where applicable.
(a)
(b)
(c)
Not included {See Harbor Design Criteria)
Not included (See Harbor Design Criteria)
Wildlife Loads: Refer to State of California, Department of
Boating And Waterways (DBA W) "Layout and Design
Guidelines for Marina Berthing Facilities".
3.
(2) Wind loads shall be ca_lculated both parallel to and perpendicular to
maximum lengd1 of vessels and ~tnictures.
(3) Cmrent Loading: Floating docks in areas of the harbor may be
subject to current loads. Contact tl!e City of Newport Beach Marine
Department for these locations and potential velocities.
h. Flotation and Freeboards:
(1) Sufficient flotation shall be provided to support dead load plus live
load with freeboards as noted below. Higher live load requirements
may be required by the City of Newport Beach, under special
circumstances as may be deemed appropriate by the Building
Department
(2) The flotation shall use expanded polystyrene cores. The use of
hollow pontoons shall not be allowed.
(3) Docks shall have pontoons composed of outer shells of either
concrete (1" minimum thickness) or an ultra-violet stable plastic such
as fiberglass or cross-linked polyethylene (1/8" minimum thickness).
Other alternative materials must be submitted to the City Building
Department for review and approval, per the " Request for Alternate
Material or Method of Construction" appeals process. Exposed foam
flotation is not allowed.
(4) Residential Docks: In addition to the pontoon encapsulation types
noted above, residential docks may also use spray-on elastomeric
encaps1ilation systems for pontoons. Spray-on products must
demonstrate resistance to ultra~violet rays.. solvents that may be
present on the water surface, and environmental conditions imposed
by saltwater contact. Minimum spray-on product thickness shall be
100 mils.
i. St.ate Floating Tolerance:
(1) The dock surface of the in-place dock system, which includes
fingerfloats and walkways, under various loading conditions, shall be
level within the tolerances stated in the Harbor Design Criteria.
j. Torsional Resistance Requirements:
(1) Fingers, connected walkways, and free-standing headwalks
unattached to other dock elements must be designed to provide dock
stability and resistance to torsional loads. Torsion bars installed in
fingers, and/or dock framing construction that provides for
calculated and ve1ifiable twist resistance, is required. Free-standing
headwalks need not provide independent means of torsional
resistance if the width Of head.walk is 8 feet or more.
k. Guide Piles:
(1) . Dock system pilings shall be designed by an Engineer, licensed by
• the State of California, who shall have demonstrated expertise in the
design of marine structures. Pile loading calculations shall be
provided based on a soils investigation by a licensed geotechnical
engineer, ~r based on minimum code values for soil properties.
DOCK MATERJALS OF CONSTRUCTION
a. Materials used in dock systems shall have a demonstrated history of use in
salt water environments of at le11st l 0 years, or otherwise be approved by a
licensed engineer practicing in waterfront engineering. Materials used in
dock systems are to be new and in good condition.
(1) Flotation:
(a) Flptation systems shall be the products of manufacturers and
contractors regularly engaged in the production of such items
for marine construction.
(b) Flotation units shall consist of:
1) Concrete cast around a solid, closed cell foam core, or
2) Fiberglass, polyedtylene or plastic shell with a fitting,
solid, closed cell fo_am core.
(2) Plastics:
All plastics used in the dock systems shall be ultra-violet light
stabilized or protected. PlllStics proposed for use must have a
demonstrable perfonnance history in salt water environments of at
least ten years, or be the recommendation of a Caiifomia licensed·
Engineer. Design strengths and thickness shall be appropriate for the
intended purpose.
(3) Foam core for floats shall be a rigid block of closed cell expanded
polystyrene with a unit weight of between 0.95 to 1.2 pounds per
cubic foot. Prop_etties of foam shall confonn to ASTM CS78, with
_maximum water absorptio:i;i of 3.0 percent or less as detennined by
ASTM C272, Method C. The foam core shall not have more than 10
percent reground material, and reground foam pieces shall not
exceed 3/8 .inch diameter.
b. Timber:
(I) All wood•c0nstruction fingers shall have framing that includes
cross•members that provide rigid connection to the full-length
stringers. All connections shall be made using thru-bolts.
(a) Commercial Dock Framing: For independent long docks that
float freely and do not have docks and/or fingers attached for
stability, all primary load carrying ffaming members shall be
fabricated from glued-laminated beam construction, to
prevent warpage of the major members, contributing to dock
instability.
C.
d.
(2) Allowable Stresses: Allowable stresses for harbor structures shall not
exceed thost: stated in the California Building Code (CBC).
(3) Timber used for walking·decks shall have a minimum net thickness
of 1 ½ inches.
(4) Timber for walking surfaces shall be Douglas Fir, Select Structural.
Sawn timber for other framing members shall be Douglas Fir, No. 1,
minimum.
(5) Glued-laminated timber shall be Douglas Fir 24F-V8, industrial grade
for application in wet environments. Fabrication shall comply with
Product Standard PS S6-73, "Structural Glued Laminated Timber".
(6) Walking surfaces shall have a non-skid finish and be maintained
periodically or when worn and unsafe. Treated timber decking
requires no further non-skid finish.
(7) Dimensional lumber is not required to be painted. However, if the
applicant chooses to paint, such paint shall be maintained to good
condition and appearance.
(8) Plywood utilized within dock framing systems shall be exterior grade
material. Plywood shall not be used as the walking surface for a dock
system, unless the product can be demonstrated to the City of
Newport Beach Building Department that it is provided with a
factory-applied protective, non-skid walking surface that will be
durable and has a proven process for patching and touch-up. Internal
plywood membera shall be provided in such a manner that water can
be easily conveyed off the top.surface of plywood and not pond or
get trapped, leading to early dete1ioration and dry rot.
(9) Weight of treated Douglas Fir shall be assumed to be 35 pounds per
cubic foot.
(10) All timber used for dock construction shall be marked with the
appropriate grade of material and preservative treatment, or may be
subject to rejection by the City Inspector.
(11) Wood Preservative for Timber:
Steel:
(a) All timber products shall be coated with preservative
treatment to retention limits recommended by the American
Wood Preservers Association Standard M4 "Standard for
the Care ofPrese1vative-Treated Wood Products" and
A WPA Standal'd C2 "Lwnber, Timber, Bridge Ties & Mine
Ties-Preservative Treatment by Pressure Processes".
(b) CwTent State and Federal environmental requirements and
guidelines for the type and application of prese1vative
treatments will be strictly enforced.
(c) AU lumber must bear a stamp approved by the American
Lumber Standards Committee for confot'lllance to the
American Preservers Association Standards.
( d) Field cuts and bored holes shall receive field-applied
preservative treatment in accordance with Best
Management Practices. Preservative treatment chemicals
shall not be allowed to enter harbor waters.
{1) Any steel components used in the marine environment shall be
hot-dip galvanized with a minimwn of 3 mils of zinc, or epoxy
coated per ASTM A 934 and manufacturers recommendations, or
shall be stainless steel.
(2) Strnctural steel shall confonn to Standard Specifications for
Structural Steel for Bridges and Buildings, ASTM A36. Aluminum
shall confonn to 6061-T6 material specifications. Stainless Steel
shall conform to A316 material specifications.
(3) FabriCation and erection shall comply with the latest applicable
codes.
( 4) All bolts securing primary structural members shall be a minimum of
½ inch diameter thru bolts. Bolts shall be A307 and include washexs
where direct contact with timber members occurs. Carriage baits are
also allowed.
(5) No connecting device shall protrude beyond the fascia or waler into
the berthed area, which may contact any part of the berthed vessel,
or extend up into any walking surface cre~ting a tripping hazard.
Concrete and Reinforcing:
(1) Concrete shall be designed for permeability, strength, chemical
stability and abrasion resistance, appropriate for its application.
Minimum compressive strength for concrete, subject to salt water
splash, immersion and/or brackish water is 4,500 psi and a 0.45
water-to-cement ratio.
(2) Portland cement shall conform to ASTM CI SO Type I or Type II
modified, and low alkali. Chemical admixtures shall confonn to
ASTM C494. Chemicals designed to limit corrosion of internal
reinforcing may be used. Air entrainment admixtures shall conform
to ASTM C260. Coarse and fine aggregate shall confonn to ASTM
C33, and ASTM C330 where lightweight aggregates are used.
Lightweight aggregate, if used, shall consist. of expanded and coated
shale or equivalent material of sufficient strength and durability to
provide concrete of the required strength.
(3) Concrete structures shall be designed to provide sufficient coverage
of reinforcing steel, so as to prevent co1TO-sion, per code requirements.
For structures exposed to salt water splash or immersion, bar
reinforcement shall conform to ASTM A706, and shall be epoxy
coated per ASTM A934, after bending. of the bars. Welded wire mesh
shall conform to ASTM Al 85 and shall be epoxy coated conforming
to ASTM A884, with all visible def6cts and cut ends repair coated.
Wires used to tie reinforcing steel shall he either epoxy-coated steel,
or A316 stainless steel.
CITY OF NEWPORT BEACH
pc
CITY OF NEWPORT BEACH
INSTALL NEW DOCK EXTENSIONS AS SHOWN
ON ·THE DRAWING AND REMOVE 2
EXISTING PILES & INSTALL 4 NEW 12" SQ.
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SCALE 1" 30' ELEVATION
SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE DEPTHS
BELOW MEAN LOWER LOW WATER. MAXIMUM RANGE OF TIDE
APROXIMATELY 10 FEET. HARBOR LINES >.RE ESTABLISHEO IN
THIS SECTION OF NEWPORT BAY.
10P OF BULKHEAD -
ELEV. 9.0' M.LLW.
M.L.LW. :
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50'-0"
--GANGWAY
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PILES r--..l'----..._
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APPLICANT'S NAME: CITY OF NEWPORT BEACH
TEL: (949) 644 3043
JOB ADDRESS: FERNANDO STREIT
PUBLIC DOCK
SITE PLAN
SCALE 1"=20'
I DATE: 18 DEC 08
r~v'"' WVCv «v , '-'vHr\HIH~C In/"\> I ,c ~~ ~J•.;~ ii.~~ 1'1 /\LL Kt~",l-'<' ''I COMPll/,NCE WITK CITY, BUILDIIIG AfD lOil'NG ORDlr!AilCES, PLANS AN) POUTS
THE CITY OF NEWPORT BEACH RESrn'./ES rnE R ~HT TO REQUIR[M,Y ~f.R .!'~ / 0
REVISE THE BUllDIIW 5TRUC1 URf OP. IMPROV EMENT AUTl'ORIZED BY ':~~CH ~' .$
BEFORE, DURING OR AFTER CONSTRJCTIO~. IF li ECir,s, •r·;Y TO COM~/) W ,~ ~E
ORDINANCES, Pl.ANSAIJD POLICll:S .. ~~f NE'-'." 0 I BEACH {f
PERMITTEE'SACKNOWlEOGEMENT: A 4 ,. !. , • __
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NATu,:~. ,,..;--~. -3-·•Mlb DEPARTMENT SIGtJAJIJRF '""' _ GAi
PUBLICWORKS
GENERALsrnv1c~~
APPLICANT'S PROPOSED PROJECT DESCRIPTION
INSTALL NEW DOCK EXTENSIONS AS SHOWN ON THE
DRAWINGS, REMOVE 2 EXISTING PILES, AND INSTALL
( 4 ) NEW 1 2" SQ. PILES.
DOCK EXTENSIONS SHALL BE USED FOR PUBLIC DINGHY
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SITE PLAN
SCALE: 1"•40'-0"
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SITE PLAN INSTRUCTIONS
SllE PLAN INSTRUCTIONS
PROVIDE A SITE PLAN AND PROFILE IN THE SPACE PROVIDED ABOVE DRAWN TO SCALE TO
CLEARLY SHOW TI-IE FOLLOWING INFORMATION:
uu
1. LOCATION AND DIMENSION OF PROPOSED STRUCTIJRE INCLUDING PILES AND LOCATION
OF EXISTING STRUClURES ON ADJACENT PROPERTIES.
2. LOCATION OF BULKHEAD, PIERHEAD AND PROJECT LINES.
3. LOCATION OF PROPERTY LINES.
4, LOCATION OF CHANNEL MARKERS WITHIN 200 Fm.
5. LOT SIZES AND LOT NUMBERS.
6. EXISTING GROUND PROFILE BENEATI-1 PROPOSED STRUCTURE.
7. ELEVATION OF TOP AND BOTTOM OF BULKHEADS AND PILES WITH RESPECT TO MLLW.
6. AREA AND PROFILE OF Afr( PROPOSED DREDGING Will-I ELEVATIONS SHOWING DEPTHS
WITH RESPECT OF MLLW.
9. /lNf SPECW-CONDffiONS AFFECTING TI-IE CONSTRUCTION OR AFFECTING BOATING
OPERATIONS.
10. EXISTING STRUClURES SHALL BE SHOWN IN LIGHT DASHES. NEW WORK SHALL BE
SHOWN IN HcAVY SOLID LINES.
PROJECT TlllE: FERNANDO ST . PUBLIC DOCK EXTENSION HARBOR CONSTRUCTI.ON STANDARD DRAWINGS
CITY OF NEWPORT BEACH BUILDING DEPARTMENT
PROJECT ADDRESS: 321 ( D) 1 FERNANDO ST PUBLIC DOCK, TITLE SHEET & SPECIFICATIONS
NEWPORT BEACH, CA HARBOR RESOURCES APPROVAL
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PROPERTY OWNER NAME:CITY OF NEWPORT BEACH TB.EPHONE NO. ( 949 ) -644 -3041
ADDRESS: 829 HARBOR ISLAND DRIVE, NEWPORT BEACH, CA 92660
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DESIGN CRITERIA/ GENERAL NOTES
4.
e. Pilings and Anchorage.:
( I '1 Piles shall be the products of manufacturers and contractors
regularly engaged in the production of such items for marine
construction. Typical materials approved for pile materials include:
I. Pre-stressed concrete, 2. Steel, or 3. High-strength composite
materials. Timber piles are not allowed.
(2) Unless subsurface soil materials prevent their use, pilings shall be
pre-stressed concrete. Portland cement shall be ASTM C 150 Type
2 . Water for mixing and curing shall be fresh, clean and potable.
Aggregates shall confonn to AST:\11 C33, Size Number 67, and be
free from any substance that is deleteriously reactive with the
alkalis in the cement. Admixtures, if used, shall confonu to the
requirements of ASTM C494 and not contain chlorides. Co1Tosion
inhibiting concrete admixtures are encouraged. Pre-stressing steel
shall be uncoated, seven-wire stress relieved strand with a
minimum ultimate stress of 270,000 psi confonning to ASTM
A416. Ties and spirals shall confonn to ASTM A82, cold drawn.
Piles shall cure and reach a strength of not less than 4,000 psi
before de-tensioning and cutoff of the strands.
(3) Guide rollers shall be fabricated from polyethylene, UHMVv',
polyol efin or polyurethane roller or plate material. As an option to
the use of rollers, UHM\V rub blocks may be used. Minimum
thickness of a rub block shall be 2 inches, with attachment bolts
countersunk into the UHM\V rnatc1ial.
(4) Any structural steel.components used in the marine environment
shal l be hot-dip galvanized or epoxy coated per manufacturers
recommendations, or A3 l 6 stainless steel.
(5) Steel piles must be painted with a non-toxic coating that prevents
or inbibits the corrosion of the pile base material. Design of steel
piles shall include a l /8-inch additional corrosion allowance.
Coatings must be maintained to prevent growth and wear from the
guide roller assemblies. Rollers should be cleaned periodically to
prevent shell fragm~nt build-up from further deteriorating the
coatings protecting the steel piles . For added steel pile protection,
sac1ificial anodes may also be designed and installed to limit
conusion, and UHM\.\' plastic pile wraps can be installed to limit
wear of the steel su rface from guide roller friction.
(6) Installation Crite1ia:
(a) Piling shall be installed by a licensGd contractor regularly
engaged in the business of pile driving. Care shall be taken
in the hand ling and driving of piling, to prevent spalling,
cracking or olher damage. Contractor shall install piles per
approved local, state and federal requirements. Jetting may
be permitted \vith State and federal approval.
(b) Tolerances:
I)
2)
The elevation of the head of piles shall be within
one inch of designer top of Pile elevation. Minimum
pi le top elevation for dock systems shall be +12.0
M LLW in protected areas of the Harbor. Applicant
shall consider pile top elevation of+ 13.0 for facilities
in or near the Harbor Entrance, due to more severe
environmental conditions encountered in the
location.
Pi ling shall be installed vertically plwnb within
tolerances defined in the construction documents,
but in no cases more than 2.5% out of vertical
plumb, and 4 inches out of horizontal location.
(c) Records and Ce1iifications:
1) Records of pile driving operaliom, shall be
maintained under the supervision of the Engineer of
Record, and made available to the City upon request.
2) Upon completion of the pile dri\1ing operation, the
engineer shall ce1iify that the pilings were installed
i 11 accordance with tbe design and these guidelines.
Such certification shall be on the Engineer's
letterhead and hear the Engineer's stamp, and shall
be submitted to the City Building Department prior
to issuance· of the certificate of occupancy.
f. Alternative and/or Hybrid Materials
Alternative materials such as recycled plastic, PVC, and others, which can
show a demonstrated experience and useful lifespan in the marine
environment and usage, can be proposed lo the City of Ne\vport Beach for
consideration. The decision of the City of Newport Beach regarding the
use of altemati ve or hybrid materials will be final.
APPLIRTENA>ICES
a. Locker Boxes: Individual locker "dock'' boxes may be provided for slips,
and may provide housing for electrical and mechanical sen.rices. Locker
boxes shall be secure ly attached to the dock smface. All dock boxes
should be located on finger fillets; i.e., the intersection of the finger and
the main or headwalk, on the triangular dock surface. Locations other
than on a finger fillet require the approval of the City. Locker boxes
installed in the path of travel that limits safe pedestrian access wiU not be
allowed. Minimum clearance::. for safe pathways are as follows: 2 feet
clear on fingers, 3 feet clear path on main and head1,valks .
Lockers boxes shall be made of 1/8 inch minimum thick fiberglass or
cross-linked polyethylene. Flammable materials shall not be kept in locker
boxes .
b. Cleats: Cleats shall be designed to accommodare boats and loads
appropriate fo r their location. A minimum of two cleats on each side of a
finger is required. Cleats shall be hot-dip galvanized, and attached to lhe
dock system by means of through-bolts of adequate size to transmit loads
between boats and the dock system.
c. Bumpers: Bumpers shall be installed on dock su1faces that will come into
contact with boats. Oult:r comers of fingers should be protected with
comer bumpers or dock wheels . Bumper material shall be vinyl products,
or those that have been approved by an Engineer, licensed to practice in
the State of California. Water retentive material Sllch as rugs, or salvage
materials such as ti res, shall not be used, Install bumpers with aluminum
or stainless steel nails or screws.
d. Boarding Steps: Boarding steps shall not be kept on main walks .
Boarding steps may be kept on, or attached to, finger floats, but in no case
shal l boarding steps on finger floats occupy more than one-half of the
width of the finger float. Boarding steps shall be light-weight and not used
for storage, unless the supporting dock section has been. specifically
designed for the additional dead and live load. Boarding steps shall not be
pennanently attached to the outermost 5 feet of any finger float.
e. Life Rings: Life rings shall be installed in strategic locations on
com mercial docks. Life rings for residential docks are encouraged, bu t not
requ ired.
5.
f. Dock Ladders: Dock ladders shall be installed in strategic locations un
commercial docks for safety purposes. Ladders shall extend into the water
by at least 3 feel, and be constructed of materials that resist corrosion and
prolong ladder life. Ladders may be provided with the abi lity to swing
out of the water in order·to allow for special recreational uses of the
docks. Ladders for res idential docks are encouraged, but not requir~d.
ACCESSIBLE GANGWAY COMPLIANCE
a. General
(1) Landside facilities of commercial docks and of docks serving ne\v
multi-family developments shall meet all accessible requirements
for the path of travel from the street and parking lot, to the
gang\vay and down to the docks.
(2) \Valking surfaces of gangways shall have a non-skid finish, such as
punched metal, unpainted timber, or grit impregnated metal,
painted non-skid coatings, etc.
(3) Gangway Support: Connections between gangways and the
adjacent bulkheads or platforms shall be designed by a licensed
engineer, and comply with the following minimum requirements:
(a) Gangways shall be supported by the bulkhead or platform
through a mechanical connection system, such as
face-mounted plates or clip angle hangers with saddles,
shackles or pins, attached to the bulkhead or platfonn with
poured-in-place anchor bolts or epoxy-anchored threaded
studs. Minimum diameter of bolts shall be 5/8 inch, and
material for bolts in contact with concrete or treated lumber
shall be A304 stainless steel.
(b) The hinge and supports shall be capable oftransfen-ing full
dead and live loads generated by the gangway to the
mechanical connection system.
(c) Steel angles, plates and other sections utilized in these
connections shall be minimum A36 grade and have a
minimum thickness of 3/8 inches. Any exposed edge~ of
plates that may potentially be in the path of travel or in
contact with foot traffic shall have beveled or rounded
smooth edges.
(d) All steel members and hard\vare shall be galvanized, or
coated with a fonnulated non~toxic coating system designed
specifically for the marine environment
(e) The gangway shall be restrained from lifting out of the
support saddle during extreme high tide elevations, \vithout
interfering with rotation at the gangway hinge.
(4) Gangways shall be braced in the horizontal plane to prevent lateral
deformation. The bracing system can consist of diagonal supports
within or under the gangway framing system, plyv.,ood sheathing,
or by decking designed -to act as a shear transfer membrane.
b. Commercial Docks: Commercial docks servicing the public wi ll be
required to meet all applicable requirements relating to accessible
compliance requirements.
(1) Design live loads for gangways shall be a minimum of50 pounds
per square foot for gangways functioning strictly fur access to the
dock system, and a minimum of 100 pounds per square foot for
gangways that can be used as a staging area for passengers
boarding vessels. The maximum allowable deflection of a gangway
or bridge at midspan is L/240, with U360 suggested for walking
comfo1t.
(2) Gangway slopes shall meet CUlrnnt state and Federal requirements
for safety and access compliance, where applicable.
(3) All commercial gangways shall be accessible compliant.
(4) Gangways shall be equipped with self-closing, self-latching gates
at th:;-; bulkhead end of the gangway. Gates shall not open into
intersecting walkways.
(5) All ,,._,alking surfaces shall be provided with a commercial grade
non-skid surface. Worn or slick non-skid su1faces shall be repaired
immediately upon notice. Non-skid walking smfaces shall he
maintained and/or re-applied at a minimum of every six (6)
months. The maximum allov,rnble gap in adjacent walking planks
or surfaces shall be½", and the maximum vertical height
differential between adjacent planks or slllfaccs shall be ¼" .
(6) All gangways shall he equipped with transition plates at ihe
bottom of the gangway, and if fabrication details include gaps in
the hinge transit ion of more than ½ inch, at the top of gangway as
well. Th~se transition plates shall be of non-.skid surface material
and provide the transition from the gangway platfonn and/or dock,
onto the gangways . All transition plates shall have a slope no
steeper than 1 :8 for access ible gang\\/ays not required to be
accessible, and 1: 12 for accessible gangways. Transition plates
shall have rounded edges along the path of travel and a height or
thickness at the end of the plate of no greater than 3/8 inch.
(7) Minimum clearance on the dock system around a gangway
landing shall be 5 '-On.
(8) For additional discretionary gangways, other than the required
actessible gangway, gangway slopes for commercial docks shall
nol exceed 1 foot ve1tically for each 3.0 feet of length, when the
tide is at -1.0 feet MLL\V. The minimum length of commercial
gangway shall be 30'-0".
(9) Guard, mid and hand railings shall meet the requirements of the
late.st State of California Title 24 requirements.
(I OJ Railings shall be designed to resist a load of 50 pounds per foot
applied horizontal ly to the rail or a 200-pound point load applied
vertically at any point along the length of all horizontal rails.
c. Residential Docks:
(I) Gangway slopes for residential docks shall not exceed 1 foot
vertically for each 2.5 feet oflength, during the full range of tidal
swing elevations. The minimwn length of residential gangway
shall be 24' -0".
(2) Minimum gangway clearance (within handrails) shalJ be 2'-6"
wide.
(3) A 3-foot long toe plate, at the base of a gangway, is encouraged
for ease of use and safety and to provide a continuous sloping
pa.th of travel, from the surface of the gangway to the surface of
the dock. A gangway bottom "step-off', if the toe plate is not
utilized, shall not ex ceed 7 inches in vertical height.
(4) Worn or slick non-skid surfaces shall be repaired immediately
upon notice. Non-skid walking surfaces shall be inspected and
maintained periodically for safety pmposes.
6.
(5) Gangway handrail heights shall be 34 to 38 inches above the
gangway walking surface. Openings in rails of residential
gangways shall not permit a sphere 12 inches in diameter to pass
through.
The gangway rail shall be designed to resist a load of 20 pounds per
foot of horizontal force applied to the top of the rail.
(6) lf a residential dock system has 25 or more slips1 an accessible
gang\\/ay system shall be designed with a minimum design load of
50 pounds per square foot, and a maximum deflection of L/240,
with a defle.ction ofL/360 suggested.
SPECIAL FACILITIES
a. Fuel Floats:
(1) Locate boat-fueling docks near the entrance of the harbor, in an
area lhat is protected from waves and rough ,vater environmental
conditions.
(2) Fuel floats used for dispensing petroleum products shall be
adequately designed and placed to provide maximum service to the
boater. Adequate guide piles or dolphins shall be required to
provide pennanence, safety, and stability to the floating docks, and
shall be designed by a California Licensed Engineer with
wateli'ront experience. Fuel floats must be designed to support the
dead loads imposed by the dispensers, hose reels, storage, pipe
chase,vays, etc.
(3) Fuel facilities shall be in confonnance with County, State and
Federal codes, ordinances and law. Equipment, such as
containment booms and absorbent pads, shall be kept on the fuel
dock to contain spills.
(4) fuel Floats shall contain all necessary fire fighting equipment• and
systems, as deemed appropriate by the City of Newport Beach Fire
DepartmenL
b. Sewage Pump Out Facilities:
(1) Mririnas \Vith more than 50 boats are required to have at least one
(1) sewage pump out facility. Sewage pump out facilities shall
connect to the nearest City of Newport Beach se\vagc line system.
Refer to City of Newpo1t Beach Standard Drawings for Public
Works Constrnction for details of these connections.
(2) Sewage pump out equipment shall be products that have been
designed, tested and installed for the specific purpose of vessel
sewage pump out.
c. Floating Buildings:
(1) To ohtain approval from tl1e City of Newport Beach Harbor
Resources Division for the irustallation of a floating building: the
applicant must provide compelling reasons that such a facility is
necessary and is precluded from location on land.
(2) Only commercial facilities are allO\ved to consider floating
buildings.· Residential facilities are not allov1-•ed to have floating
buildin gs. Potential flciating building uses include restrooms, the
dock.master's office, enclosures on a floating fuel doCk, and boat
rental office. Other uses may be considered, at the discretion of
the City of Ne,vport Beach.
(3) Floating buildings are subject to the latest edition of all local,
State and Federal building codes.
d. Vessel Launching Facil ities:
(1) Vessel launching faci lities may include vehicle launch ramps for
trailered boats, concrete law1ch ramps \Vith rails and/or Lrncks for
special vessel carriers, elevated travel lift launches, swing hoists
on davits, and forklift launching.
(2) All launch facilities shall be designed considering the launching
and vehicle loads imposed on existing and/or planned structures.
(3) Vessel launching facilities shall be designed in accordance with
California Department of Boating and Waterways, Boating
Facilities Division, "Layout, Design and Construction Handbook
for Small Craft Boat Launching Facilitie.s".
e. Special .\1ooring Devices:
(1) Special vessel mooring devices may be required or desired for
specific berthing conditions .. Large vessels may require mooring
and/or breasting dolphins (pile groupings designed to resist large
impact and berthing loads), berthing walls, or other devices that
facilitate vessel docking.
(2) Special mooring devices sha11 be designed by a licensed engineer
and geotechnical consultant, v,:ith experience in \\/aterfront
engineering. Special mooring devices shall be designed to resist
be1ihing loads, wind, wave, and current loading for the localized
area.
f. Piers, Platfonns, and Wharves
(1) Piers, platfonns, and wharves shall be designed by a California
li censed Engineer experienced in waterfront stmctures. A
geotechnical report, for pile design and installation, shall be
provided that addresses special issues such as liquefaction
potential, and the gravity and seismic support of the waterfront
structure. The geotechnical repmt shall be prepared by a
Califomia-licensed Geotechnical Consultant.
Refer to the Harbor Design Criteria for the various geometdes
allowed for piers and platforms that serve and provide access to
residential floating docks.
(2) Commercial: Structures shall be designed for an assembly area live
load of 100 pounds per square foot (psf) as well as vehicle loads
that may be imposed on the stmcture for maintenance purposes.
(3) Residential: Structures shall he designed for a minimum live load
of 50 psf.
g. Seawalls (Bulkheads):
(1) '-lot included (See Harbor Design Criteda)
(2) Not included (See Harbor Design Criteria)
(3) Seawalls shall have a top elevation of not less than 9.0 MLL W.
Sea\vall elevations of l 0.0 MLL W or more, depending on location
within the bay and potential for wave or wake over-topping, are
recommended.
( 4) The dis tance between seawalls and all floating dock components
shall be a minimum of one foot horizontal distance.
( 5) Seawalls shall be designed to resist all applicable vertical and
horizontal loads.
7.
8.
(6) A minimum safety factor of 1.5 shall apply lo gravity loads, and a
mil1imum safety factor of 1.0 shall apply to seismic loading cases
for the stability of seawalls.
( 7 ) Decking shall butt to the seawall cap, or cantilever over the top of
the seawall, if approved.
( 8 ) Not included (See Harbor Design Cnteria)
( 9 ) Seawall design requires a soils report from a California licensed
geotechnical consultant experienced with the design of waterfront
structures. Any sloping surface on the water or landside of the
seawall must be accounted for in the calculations for the sea\vall.
(10) All concrete sheets used for seawall construction shall be designed
as pre-cast, pre-stressed concrete elements. Sheet design shall
provide for symmetrical distribution and sizing of strands, to
prevent curvature of the wall.
(11) All seawalls or seawall alterations shall be designed by a
California-licensed Civil or Structural Engineer.
NOT INCLL'DED (See Harbor Design Criteria)
UTILITIES
a. All utility lines in a floating dock system shall maintain clearances as
outlined in «Layout & Design Guidelines for Marina Be11hing Facilities".
b. Electrical Power and Lighting:
(1) All elecu·ical design shall be in accordance with the latest edition
of the California Electric Code ( CEC) Article 555 -"Marinas and
Boatyards", California State Building Standards "A.1iicle E555 Title
24, and the California Fire Code (CFC).
(2) Electdcal systems shall be designed by an Electrical Engineer,
licensed by the State of California, and shall be in accordance with
the latest requirements of the City of Newport Beach.
(3) An electric service connection shall be located at a minimum of
ev~ry other slip. Electrical receptacles shall be waterproof and
approved for marine waterfront exposure.
( 4) Lighting shall be provided on all floating structures for pedestrian
safety. All lighting shall be so designed as to provide sufficient
light for safe pedestrian usage. All lighting on landside structures
and buildings shall be designed to provide a minimum
reflection/glare on the adjacent water areas with cons ideration for
lighting reductions in evening hours.
(5) Electrical cables and conduits shall be fastened securely to the
dock system and gang\',rays such that the system is protected from
damage by boats. All electrical equipment shall be located above
the harbor water level per CEC requirements at all times. If
distribution cabling v-:ill be subject to water contact, cabling shall
be rated for submersible use. All strapping supports for conduit
shall be stainless steel. All electrical conduit and cables must be
concealed within the dock system.
(6) Transformers and panels located on the docks shall meet all
requirements of the CEC. Several maintenance receptacles should
be placed throughout the marina system to allow dock maintenance
cre\vs to use small electnc tools witho ut using metered power
dedicated to slip renters.
(7) Commercial Facilities:
(a) Commercial facili ties shall provide minimum lighting levels
for public safety along the path of travel from land to the
berthed vessel.
(b) Lighting fixtures with a capacity of 9 watts mounted at
heights bet\veen 1.5 to 3 feet above the :floating deck
surface in dock boxes or on individual pedestals along the
path of travel will generally meet this requirement. Fixtures
should be located such that lighting levels on the walking
surface are as uniform as possible.
(c) In addition, pole-mounted lighting shall be provided to
illuminate vertical access systems such a gangways, steps,
and lifts, providing a higher level of illumination at vertical
transitions in the path of travel.
( d) Lighting systems shall be designed to provide light for the
floating walking and access surfaces and not project light
into neighboring properties and/or water space. Special Jens
and/or shields may be required to ensure that stray light is
blocked and/or managed.
(e) All lighting shall be controlled by photo cells and/or timers,
to assure that their operation is automatic and energy
c. Plumbing
consenting.
(I) Plumbing systems shall be designed by a Civil or Mechanical
Engineer, licensed by the State of California, and shall be in
accordance with the latest Califomia Mechanical Code, California
Plumbing Code, and California Fire Code.
(2) One hose bib shall be provided for eve1y two (2) boats, as a
minimum. Hose bibs for every boat slip are recommended for
boater convenience and the reduction of clutter on the docks.
(3) Backflow preventers shall be provided for all water supply systems
into the sile. Pressure reducers or booster pumps may be required
to meet pressure and flow requirements.
(4) Refer to Section "Se\vage Pump Out Facilities" for criteria for
sewage system installations .
(5) Supply \.vater and sewage pipin g shall accommodate the full range
of tidal movement, via the installation of flexible hoses and/or
mechanical s,vivel pipe fittings . All materials shall be suited for
the salt-water marine environment and be rated as "Food Grade"
materials.
d. Fire Protection:
(1) General:
(a) All fire protection systems for marinas, wharves and piers
shall be in accordance \\/ith CFC.
(2) Code Requirements:
(a) Retroactivity of code prnvisions : At the option of the
Newport Beach fire Department, the authority can make
the conditions and provisions of applicable cunent codes
retroactive, if deemed necessary for public safety.
Otherwise, the provisions of applicable codes that existed or
were approved for constmction or installation prior to the
effective date of the standard shall apply.
II.
(3)
(4)
Fire Department connection/s (FDC's), backflow preventers and
pressure reducing assemblies or booster pumps if required,
firehose cabinets, fire standpipes and portable fire extinguishers
shall be provided on the docks, as required by Code. :Meet City of
Newport Beach Fire Department requirements for periodic hose
testing and replacement.
Commercial Facilities:
(a)
(b)
All commercial dock installations shall be provided with a
fire fighting system, approved by the City of Newport
Beach Fire Department. If the City water pressure is not
adequate to produce pressures necessary to meet special
City and Code requirements, an auxiliary booster pump
system may be required.
All new and existing marinas and boating facilities shall
meet the requirements described in "Cases" as made part of
this Design Criteria. The purpose of these requirements is to
facilitate safe boating navigation, as well as provide
fire-fighting capability.
(5) Residential Facilities:
(a)
(b)
Fire protection systems for single-family residential docks
are optional, although highly recommended. The residential
owner should contact their insurance carrier for any policy
requirements associated with providing a fire protection
system.
Fire protection for multi-family or condominium res idential
docks, piers and floats are required to have a fire proteclion
system meeting City and Code requirements.
9. ENVIRONMENTAL
a. Commercial Facilities:
(I)
(2)
All commercial facilities shall prepare a Best Management
Practices plan to document environmental practices to be applied
to daily operations. Plans shall address in-water maintenance
limitations, storage and handling of hazardous and/or waste
products common to the boating community, and emergency
response to chemical spills.
Commercial facilities shall provide a means for vessels to pump
out their bilge tanks and the wastewater products taken to an
approved treatment and disposal facility.
tO. NOT INCLUDED (See Harbor Design Criteria)
LANDSIDE DEVELOPMENTS (Commercial Only)
A. Landside developments of waterfront projects are subject to City of Newport
Beach Planning & Building Department requirements.
B. See State of California Department of Boating and \Vateiways "Layout and
Design Guidelines for Marina Berthing Facilities", ·latest edition, for minimum
requirements for landside facilities, in support ofv1-•aterfront developments.
C. Landside requirements for marina projects include location and design of
restroom fac ilities, minimum parking requirements and access compliance.
HARBOR CONSTRUCTION STANDARD DRAWINGS
CITY OF NEWPORT BEACH BUILDING DEPARTMENT
HARBOR RESOURCES APPROVAL DWG. SCALE: DATE
AS SHO'AN .lJL Y
DRAWING NO.
2008~
BY: ______________ _ DATE: ______ _ SHEET-02
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321 D FERNANDO STREET PUBLIC DOCK
NEWPORT BEACH, CALIFORNIA
HEET NO.
T-1
T-2
C-1
C-2
C-3
C-4
C-5
C-6
PROJECT
SHEET INDEX
HARBOR DESIGN CRITERIA STANDARD DRAWING SHEET 01
HARBOR DESIGN CRITERIA STANDARD DRAWING SHEET 02
TITLE SHEET
GENERAL NOTES
SITE PLAN
DOCK CONSTRUCTION DETAILS - 1
DOCK CONSTRUCTION DETAILS - 2
PILE DETAILS
DOCUMENTATION OF UNREASONABLE HARDSHIP - 1
DOCUMENTATION OF UNREASONABLE HARDSHIP - 2
CLIENT
321 ( D ) FERNANDO ST. CITY OF NEWPORT BEACH ~ -AGEDETNLAODED
PROJECT ADDRESS:
321 ( D ) FERNANDO ST PUBLIC DOCK
NEWPORT BEACH, CA 92663
OWNER:
PUBLIC WORKS DEPARTMENT
CITY OF NEWPORT BEACH
3300 NEWPORT BOULEVARD
NEWPORT BEACH, CA 92663
ATTN: MR. MICHAEL J. SINACORI
ASSISTANT CITY ENGINEER
ENGINEER:
BLUEWATER DESIGN GROUP
2500 VIA CABRILLO MARINA, SUITE 200
SAN PEDRO, CA 90731
TEL: (310) 548-3132
FAX: (310) 548-1924
ATTN: TIM BAZLEY / PRABIN TULADHAR
PUBLIC DOCK
NEWPORT BEACH
N EW PO RT BEACH, CA & Rnf9CWS BASED c,m CORRE<rr<W UST (JRD CfECK) PT
& 2 ND SUBMITTAL Planning and Engineering Services
NO. REVISION BY DATE For Marinas and Waterfront Resorts
PROJECT DESCRIPTION:
INSTALL NEW FLOATING DOCK EXTENSION TO EXISTING
PUBLIC DOCK AND INSTALL 4 NEW 12" SQ. CONCRETE PILES.
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
VICINITY MAP
N.T.S.
LOCATION MAP
N.T.S.
TITLE SHEET
PROJECT ~-LOCATION
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
T-1
SHEET I
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GENERAL CONSTRUCT/ON NOTES:
1. ALL WORK SHALL CONFORM TO THESE PROJECT SPECIAL PROVISIONS AND THE APPLICABLE
PROVISIONS OF THE STA TE OF CALIFORNIA DEPARTMENT OF BOA 7/NG AND WATERWAYS (DBAW)
STANDARD SPECIF/CA 7/0NS AND PLANS, LA TEST ED/7/0N.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STA TE, COUNTY AND CITY LAWS AND ORDINANCES
RELA 7/NG TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. THIS
SHALL INCLUDE, BUT IS NOT LIMITED TO THE PREPARA 770N OF TRAFFIC CONTROL PLAN AND
PREVENTION OF DEBRIS DISCHARGE TO THE BAY WATERS.
3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY ADJACENT TO THE WORK
THROUGHOUT THE PERIOD OF CONSTRUCT/ON.
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING
STRUCTURES AND UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE
EXACT LOCA 770N OF EXISTING UTILITIES. ANY UTILITIES EXPOSED OR DAMAGED BY THE
CONTRACTOR SHALL BE REPAIRED BY HIM AT HIS EXPENSE.
5. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
CONDITIONS AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF OF
ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER HARMLESS FROM ANY AND ALL LIABILITY, REALN AND/OR ALLEGED, IN CONJUNCTION
WITH THE PERFORMANCE OF THIS CONSTRUCTION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE LIABILITY INSURANCE TO DEFEND, INDEMNIFY
AND HOLD HARMLESS THE OWNER FROM ANY CLAIMS AND DAMAGES THAT MAY ARISE FROM
THIS CONSTRUCTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS. THE
PRESENCE OR ABSENCE OF A CITY OR OTHER INSPECTOR WILL NOT RELIEVE THE CONTRACTOR
OF FULL RESPONSIBILITY FOR THE PROPER PERFORMANCE OF WORK.
8. ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE AUTHORIZED
BY THE ENGINEER BEFORE CONTINUING WITH WORK IN THAT AREA.
9. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT
MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR
IND/CA TED, OR IF IT APPEARS THAT THESE PLANS, STANDARD SPECIF/CATIONS, AND SPECIAL
PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL
NOTIFY THE ENGINEER PRIOR TO CONT/NU/ON WITH ANY RELATED WORK. NO ALLOWANCE WILL
8£ MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN
DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE DONE. NOTED DIMENSIONS TAKE
PRECEDENCE OVER SCALE.
10. A SET OF SIGNED BLUEPRINTS WILL BE KEPT AT ALL TIMES AT THE JOB SITE ON WHICH ALL
CHANGES OR VAR/A TIONS IN THE WORK, INCLUDING EXISTING UTILITIES, ARE TO BE RECORDED
AND/OR CORRECTED DAILY AND SUBMITTED TO THE ENGINEER WHEN THE WORK TO 8£ DONE
IS COMPLETE.
11. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR EXISTING UTILITIES.
VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES. REPAIR ANY DAMAGE TO EXISTING
UTILITIES OR ADJACENT PROPERTIES CAUSED BY OR DURING THE PERFORMANCE OF WORK AT
NO ADDITIONAL COST TO THE OWNER.
12. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS
OTHERWISE NOTED.
13. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRIERS TO
PROVIDE FOR THE SAFETY OF THE STAFF AND PUBLIC TO THE SA T/SFACTION OF THE
ENGINEER.
14. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR AND ON THE EXISTING
PIER AND WHARF. THE EXISTING PIER AND WHARF SHALL BE PROTECTED IN-PLACE. REPAIR
ANY DAMAGE TO THE EXISTING STRUCTURES CAUSED BY OR DURING THE PERFORMANCE OF
WORK AT NO ADDITIONAL COST TO THE OWNER.
15. THE CONTRACTOR SHALL PREPARE AS-BU/L TS AND SUBMIT AT THE END OF CONSTRUCTION.
16. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS, OR WASTE SHALL BE PLACED OR STORED
WHERE IT MAY BE SUBJECT TO WA VE, WIND, OR RAIN EROSION AND DISPERSION.
17. THE CONTRACTOR SHALL REMOVE AND DISPOSE, USING APPROVED LEGAL METHOD, ALL
SURPLUS EXCAVATION, MATERIALS AND DEBRIS FROM THE SITE. THE SURPLUS MATERIAL
BELONGS TO THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT
AND ORDERLY CONDITION AT ALL TIMES. ANY AND ALL CONSTRUCTION MATERIAL SHALL BE
REMOVED FROM THE SITE WITHIN 10 DAYS OF COMPLETION OF CONSTRUCTION.
18. MACHINERY OR CONSTRUCT/ON MATERIALS NOT ESSENTIAL FOR PROJECT IMPROVEMENTS
SHALL NOT BE ALLOWED AT ANY TIME IN THE INTERTIDAL ZONE.
19. NON-BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY
DIVERS AS SOON AS POSSIBLE AFTER LOSS.
20. CONTRACTOR'S SUBMITTAL SHALL INCLUDE STRUCTURAL CALCULATIONS AND FINAL
CONSTRUCTION DETAILS INCLUDING MEMBER SIZING AND CONNECTION DETAILS .
21. THESE PLANS IND/CA TE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIF/CALLY IND/CA TED BUT ARE OF SIMILAR CHARACTER TO DETAILS
SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE
ENGINEER.
22. ALL INFORMATION SHOWN ON THE ORA WINGS RELATIVE TO THE EXISTING CONDITIONS IS
GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE ORA WINGS, THEY SHALL BE REPORTED TO THE
ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MOD/FICA TIONS OF DETAILS
SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER.
23. THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS/HER DESIGN££ AT LEAST 72 HOURS IN
ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK.
PROJECT CLIENT
GENERAL SPECIF/CA T/ONS
1. ALL MA TERIAL AND WORKMANSHIP SHALL CONFORM TO THESE ORA WINGS AND
SPECIF/CATIONS.
2. THE CONTRACTOR SHALL 8£ SOLELY RESPONSIBLE FOR ALL THE ENVIRONMENTAL
PROTECTIONS REQUIRED BY THE APPLICABLE LAWS.
3. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITS FOR THE WORK. COPIES OF ALL
PERMITS ARE AVAILABLE FROM THE OWNER.
4. THERE SHALL BE NO FIELD MODIFICATIONS TO ANY GALVANIZED HARDWARE AND NO
FIELD-APPLIED GAL VAN/ZING WILL BE ALLOWED.
MATERIAL SPECIF/CA T/ONS:
1. ALL LUMBER SHALL BE SELECT STRUCTURAL DOUGLAS FIR. THERE SHALL BE NO LOOSE
KNOTS OR OTHER DEFECTS. ALL LUMBER TO 8£ S4S AND EXPOSED MEMBER TO 8£ PICKED
FOR APPEARANCE.
2. ALL LUMBER SHALL BE PRESSURES TREATED PER APWA STANDARD C-2 (ACQ). MINIMUM
RETENTION 0. 6 #/CF. ALL FIELD CU TS AND BORED HOLES TO RECEIVE A BRUSH OF GOAT OF
CONCENTRATED PRESERVATIVE
3. MISCELLANEOUS METAL: ALL MISCELLANEOUS STEEL ITEMS SHALL CONFORM TO ASTM A36;
FABRICATED IN ACCORDANCE WITH A/SC AND HOT-DIP GALVANIZE AFTER FABRICATION IN
ACCORDANCE WITH ASTM A 123. ALL SCREWS, BOLTS, NUTS, AND LOCK WASHERS SHALL
CONFORM TO ASTM A307 AND BE HOT-DIP GALVANIZED IN ACCORDANCE WITH A/53 UNLESS
OTHERWISE NOTED. FLAT WASHERS SHALL COMPLY WITH ANSI 827.2; AND BE HOT-DIP
GAL VAN/ZED IN ACCORDANCE WITH ASTM A 153. GAL VAN/ZED WASHERS SHALL BE USED WITH
ALL NUTS AND BOLTS BEARING ON WOOD SURFACES.
4. ALL PLYWOOD SHALL BE OF MARINE GRADE 8-8 OR BETTER AND BE IDENTIFIED BY GRADE
MARK OF APA. PRESERVATIVE TREAT IN ACCORDANCE WITH A WPA P5 AND A WPA 8 USING
AGO TO A MINIMUM RETENTION OF 0.6 PCF. FIELD CUTS AND HOLES SHALL 8£ TREATED IN
ACCORDANCE WITH AWPA M4.
5. GUIDE PILE ROLLER SHALL CONSIST OF A MOUNTING BRACKET FABRICATED FROM 1/4 INCH
THICK STEEL PLATE TO WHICH IS ATTACHED A ROLLER MADE OF ULTRA HIGH MOLECULAR
WEIGHT PLASTIC MOUNTED ON A A325 BOLT AXLE. MOUNTING BRACKET SHALL BE
GAL VAN/ZED AFTER FABRICATION. THE GUIDE PILE ROLLER SHALL BE A "SUPER PILE ROLLER"
ITEM NO. 61/HD, AS SUPPLIED BY HENDERSON MARINE SUPPLY, OR APPROVED EQUIVALENT.
6. ALL BOLTED CONNECTIONS SHALL USE FLAT WASHERS INSTALLED AT BOLT HEADS AND NUTS
BEARING ON TIMBER. MALLEABLE IRON WASHERS SHALL BE USED ON ALL EXTERIOR BOLT AND
NUT LOCATIONS.
7. DECKING SHALL 8£ 2x6 TREX DECKING OR APPROVED EQUAL.
8. PONTOONS SHALL BE SUPERFLOA T FLOAT DRUMS MANUFACTURED BY ACE ROTOMOLD.
9. ALL MATERIAL SPECIF/CATION SHALL MEET SECTION 3 ON SHEET 01 OF 2008 HARBOR DESIGN
CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT.
10. PILES SHALL BE AS MANUFACTURED BY UTILITY VAULT OR APPROVED EQUAL. PILE
RECORDING AND CERT/FICA TION SHALL BE DONE AS PER THE SECTION 3.£.6.C ON SHEET 02
OF 2008 HARBOR DESIGN CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT.
11. CLEATS SHALL BE HENDERSON 503H CLEATS ITEM NO. 05-05N AS MANUFACTURED BY
HENDERSON MARINE OR APPROVED EQUAL. CLEA TS SHALL BE THRU BOLTED.
12. DOCK BUMPER SHALL BE H290 HENDERSON BUMPER ITEM NO. 03-H290 AS AS
MANUFACTURED BY HENDERSON MARINE OR APPROVED EQUAL.
DESIGN NOTES:
THIS DOCK STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT CITY OF
NEWPORT BEACH WATERFRONT PROJECT GUIDELINES AND STANDARDS -HARBOR DESIGN CRITERIA
COMMERCIAL & RESIDENTIAL FACILITIES -2008 EDITION. SEE ATTACHED SHEET 01 & 02.
,\\~ 84 321 ( D ) FERNANDO ST. ~ c:, CITY OF NEWPORT BEACH ' PUBLIC DOCK ~ ,_
SIGNAGE DETAJL ADDED PT No. C 50019 NEWPORT BEACH, CA & EXP.ffiQL11 Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT
NEWPORT BEACH & 2 ND SUBMITTAL PT c1v1
NO. REVISION BY DATE
Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT.
GRAPHIC SCALE
0 1 2 ------
SCALE om
AS NOTED 07-22-09
JOB NO.
GENERAL NOTES 2202 -B
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SITE PLAN OVER AERIAL MAP
SCALE 7 "=8'
CLIENT
321 ( D ) FERNANDO ST. CITY OF NEWPORT BEACHl---c-+-------t--t--.1 PUBLIC DOCK
NEWPORT BEACH NEWPORT BEACH, CA
~
&
&
NO.
SIGNAGE DETAJL ADDED PT
Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT
2 ND SUBMITTAL PT
REVISION BY DATE
No. C 50019
EXP.ffiQL1 1
C/VI
--....._
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4'-6"
I
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-4
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____________ G~1,k:0:'._o_o_c_K_s,_c_N_A_G£_~ ___ ~_1_ __ _1_=~=----o-o_c_K_s,_c_NA--GE_G--"c;=1c"'"0-----------------------------....._
--....._
--....._
SITE PLAN
SCALE 7"=8'
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. 1
--....._
--....._
.......______
GRAPHIC SCALE
0 1 2 ---
Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED 8Y TB
--
SCALE om
AS NOTED 07-22-09
JOB NO.
SITE PLAN 2202 -B
SHEET
C-1
SHEET I
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SEE FR MING
PLA 1 ,
>--
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< "t (')
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r::=:::
V) 4'x5'x 12"
-------
cs
4'x5'x12"
" N ~ ,x
• /,,c, '.._t-"'' ,_,_x n
N
N
EXISTING
DOCK
r---+-SE. FRAMING
LAN 2
12" C EAT {TYP)~ ~ CLIP ANGLE {TYP.)_,,--.
~ CLIP ANGLE {TYP.)
\
2x6 BLOCKING
i-----...
2x6 DECKING W/(2) ~
#12x3" WOOD SCREWS
PER CROSS BEAM
r-------"
2x6 BLOCKING
....
f
, __
N "" 12" CLEAT {TYP)
.
Cl -
. #12x3" WOOD SCREWS
,,_
V
4'x4'x12" 4'x4'x12"
2 SCREWS PER 2X6 DECKING
BOARD PER CROSS BEAM
5'
4' . I
FLOAT PLAN
SCALE 1"=4'
PROJECT
321 ( D ) FERNANDO ST.
PUBLIC DOCK
NEWPORT BEACH
. I
CLIENT
' ~ ,,_
t
1 "X 1 " CHAMFER @
ALL CONNECTIONS
FOR DRAINAGE
2x6 STRINGER
4'x5'x72" ACE ROTO-MOLD FLOAT CONNECTED
TO WALER& BLOCKING AS PER
MANUFACTURER RECOMMENDATION.
1/2" PLYWOOD COUNTINUOUS DIAPHRAGM
WITH 2 "¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" o.c.
SECTION A
SCALE 1 "= 1'
CITY OF NEWPORT BEACH ~ SIGNAGE DETAJL ADDED
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK)
& 2 ND SUBMITTAL
NO. REVISION
DOCK BUMPER
2x12 FASCIA
1-"'-1+1----4x6 WALER
,\\~ 84
~ c:,
---,__
PT No. C 50019
PT EXP.ffiQL11
PT C/VI
BY DATE
17'
2x6 STRINGER 4x6 WALER 4x6 BLOCKING )
...-rlli.,, ~ HINGE DETAIL {TYP.)
I-n►
,. 2x12 FASCIA \ ~
FRAMING PLAN -1
SCALE 7"=2'
. . . . I .I
\
4x6 WALER
2x6 STRINGER 4x6 BLOCKING --
2x12 FASCIA
--
--
13'
I I
--•
II II II I I
,,,--~ INSTALL NEW
72" PILErfs'\
lc4)
-
•
, / l:~:::;_:;5 , /
1f :··:) I:~<: .... ,,; >------------,
73'-J" : ' ' ' 1----22-· --+-+-----------------+rfwl >-X ri X 1 2 ~= 1-----------------------------+-l--------------------...i/ 28' 4"
' ~ ,,_
34'-6"
77'
FRAMING PLAN -2
SCALE 7"=2'
#12x3" WOOD SCREWS
2 SCREWS PER 2X6 DECKING
BOARD PER CROSS BEAM
4' DOCK BUMPER
2x12 FASCIA
2Od NAILS @ 72"O.C.
STAGGERED TOP & BOTTOM
'
13'
3'
1 '-6"
2x6 STRINGER
11.. 1
'
1'-6"
DOCK BUMPER
2x12 FASCIA
2Od NAILS @ 72"O.C.
STAGGERED TOP & BOTTO,
t
1 "X 1 " CHAMFER @
ALL CONNECTIONS
FOR DRAINAGE
2x6 STRINGER "---<'---2x6 BLOCKING 1 "X7" CHAMFER
ALL CONNECTIONS
FOR DRAINAGE
3'x4 'x 12" ACE ROTO-MOLD
FLOAT CONNECTED TO WALER
& BLOCKING AS PER
MANUFACTURER
RECOMMENDATION.
2x6 BLOCKING
Planning and Engineering Services
4'x8'x12" ACE ROTO-MOLD
FLOAT CONNECTED TO WALER
& BLOCKING AS PER
MANUFACTURER RECOMMENDATION.
½" PLYWOOD COUNTINUOUS DMPHRAGM
WITH 2 "¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" o.c.
SECTION B
SCALE I"= I'
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
CESGNEO BY PT
DRA'M,1 BY JH
For Marinas and Waterfront Resorts a-lECl<ED BY TB
½" PLYWOOD COUNTINUOUS DIAPHRAGM
WITH 2"¢ HOLES FOR DRAINAGE. FASTEN
TO WALER AND BLOCKING W/ 16d NAILS
@ 4" o.c.
SECTION C
RECORD DRAWINGS SCALE 7"=7'
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 ---
DOCK CONSTRUCTION
DETAILS-1
---
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
C-2
SHEET I
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CLIP ANGLE (TYP)
/
/
.-
l__
_,,,;-.,,_., ~
' '"'-
CONNNEc:!!!,~2'?ET AIL EB
PROJECT
3x5 ANGLE (7/4" THICK)------._ 7½"¢ SCH BO PIPE -2" SCH 40 PIPE HOG PIPE '-(3'-3" LONG)~
~ ~ \ 'i
FO 6" s½" 6½" s½" 6½" s½" HOLE
COTTI ERP
l'-\
I \ J'-J"
\ s½" 6½" s½" 6½" s½"
3'
HINGE DETAIL EB SCALE 1 "=6"
7½"¢ SCH. 40 H.D. GAL V PIPE INSIDE 2"¢ SCH
BO H.D. GAL V. PIPE
SECTION
SCALE 7"=6"
CLIENT
2X6 DECKING
W/ 7" OVERHANG
-----,....._-4x6
D
6½"
' "'
•
I
'
HOLE FOR
COTTER PIN
L
321 ( D ) FERNANDO ST. CITY OF NEWPORT BEACH PUBLIC DOCK ~ SIGNAGE DETAJL ADDED
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK)
NEWPORT BEACH & 2 ND SUBMITTAL
NO. REVISION
' <o
I --
' <o
I --
,\\~ 84
~ c:,
' ,_
PT No. C 50019
PT EXP.ffiQL11
PT c1v1
BY DATE
1 '-9"
, r
MAX. DOCK
OCCUPANCY
40
PERSONS ,
'
-
½"¢ BOLT 2
-2" TALL LETTERS
FONT: ARIAL
COLOR: BLACK
ALUMINUM SUBSTRATE
COLOR: WHITE
MOUNTING TYPE:
POLE MOUNT WITH
BRACKETS
MUL Tl-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT,
MODEL # P9010
EXISTING PIER
HANDRAIL
DOCK SIGNAGE
~
' "' t
l_
' "'
SCALE 1 "= 1"
1'-9"
1½" 1½"
~ 2" TALL LETTERS
FONT: ARIAL
MAX. DOCK -+---COLOR: BLACK
ace RANCY
~()
PERSONS
ALUMINUM SUBSTRATE
COLOR: WHITE
MOUNTING TYPE:
POLE MOUNT WITH BRACKETS
LOCATION: START OF PIER
QTY: 1
~-MULTI-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT,
MODEL # P9010
~-1 ½"x1 ½" TELESTRUT
TUBING AS
MANUFACTORED
BY UNISTRUT,
MODEL P9200
GALV. STEEL
HEX NUT
WITH WASHER MUL Tl-GRIP RIVET AS
MANUFACTORED o+---BY UNISTRUT, MODEL # P9011
/MANUFACTQRED
/ Y/UNISJRUT,
MODEL/# P9010
2,500 PSI
CONC .
FOUNDATION
,,---+-¾"¢ GALV.
I 1 • I
STEEL ANCHOR
BOLT
DOCK SIGNAGE
SCALE 1 "= 1"
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
CESGNEO BY PT
Planning and Engineering Services DRA'M,1 BY JH
For Marinas and Waterfront Resorts a-lECl<ED BY TB
' 0,
I --
' 0,
I
<o
' "'
' "'
1'-9"
I~ 2" TALL LETTERS
FONT: ARIAL
I\A.n:HuE:cE=iL1irc;a::HuAu1c=l--coLoR: BLACK -!
l_
ACCESS ALUMINUM SUBSTRATE
PROVID'ED A COLOR: WHITE
' MOUNTING TYPE: 15TH STREET POLE MOUNT WITH BRACKETS
D~,.,.,,,
LOCATION: START OF PIER
QTY: 1
~-MUL Tl-GRIP RIVET
AS MANUFACTORED
BY UNISTRUT,
MODEL # P901 D
~-1½"x1½" TELESTRUT
TUBING AS
MANUFACTORED
BY UNISTRUT,
MODEL P9200
GALV. STEEL
HEX NUT
WITH WASHERl MULTI-GRIP RIVET AS
MANUFACTORED .+---BY UNISTRUT, MODEL # P9011
/
MANUFACTOREQ / •
/ B)"~UN TRU. T, •. / MQD # P9(}YQ/
, / , / ,
/ .•• ·' ,
, ---2,500 PSI
CONC.
FOUNDATION
,----¾"¢ GALV.
I 1 • I
STEEL AN CH OR
BOLT
DOCK SIGNAGE
SCALE 1 "= 1"
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 ---
DOCK CONSTRUCTION
DETAILS-2
---
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 - B
SHEET
C-3
SHEET I
J ~ z >< ~
~ i Q
VJ
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In
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5
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DETAILED
0
L_
[
L3 L3
J
SECTION@
EXTERNAL5::;~~DETAILffi
1
0
71
0 0
SECTION CD
INTERNALs~!~~,.DETAILffi
CLIENT
321 ( D ) FERNANDO ST. CITY OF NEWPORT BEACH PUBLIC DOCK NEWPORT BEACH, CA NEWPORT BEACH
~
&
&
NO.
+13 -
12" SQ . PILE 6-1/2''
STRAN D 6000 PSI PILE
no MLLW
,
<o -
-1 6 -
,\\~ 84
~ c:,
' ,._
SIG'NAGE DETAJL ADDED PT No. C 50019
Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK) PT EXP.ffiQL11
2 ND SUBMITTAL PT C/VI
REVISION BY DATE
+13 -
12" SQ . PILE 6-1/2"
STRAN D 6000 PSI PILE
0.0 MLLW
4
,
1----
~ -2 1
Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
LTO REVISI□NS DATE BY
L
l/3Ll!!3' BAL, I 6' l/3Ll!!3' 5• 1 •
PLAN VIEW
3• V--4 SPIRAL
CLR. l-"---~-•.s Sl-ll\JN IN PLAN VIE\rl,
C ,2·
SQUARE
SECTION A-A
N.T.S.
(6) /2" PRESTRESSING
STRANDS EQUALLY SPACED
3/4" CHAMFER ALL
C□RNERS TYPICAL,
12" SQUARE PRECAST PILE
RECORD DRAWINGS
NOTES
1, C□NCROE f'c = 3500 PSI @ TRANSFER
f'c: = 6000 PSI @ 26 DAYS 8, TIME □ F DRIVING
Ml)( DESIGN= UV-119
2. RfINEIECTt:li PRESTRESSING STEEL SHALL CONFORM TO
ASTM A-416 GRADE 270
V-4 SPIRAL ASHI A82
3. EfFECTIYE PRESTRESS
INITIAL TRAt.FER FORCE/ STRAND= 28,9K
EFFECTIVE PRESTRESS IN STRAND = 156,8-4 KS:I
EFFECTIVE PRESTRESS IN C □IICRETE = 1000 PSI
-4. SECTIW PROPERTIES
12" SQUARE PILE
AREA = 1-4-4 SQ.IN,
As = 6 STRAND X ,153 SQ,IN, = ,918 SGl,IN.
'w'aGHT = 150 PWNDS PER F □DT
5, PILE PICKUP P□INTS
.2L .6L 1 2L
e POINT PICl<UP
.35L ,35L
3 POINT PICl<UP
DATE
CHECKED
s.a. N□. OT.
SCALE SHEET
GRAPHIC SCALE
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. 0 1 2 ------
SCALE om
AS NOTED 07-22-09
JOB NO.
PILE DETAILS 2202 - B
SHEET
C-4
SHEET I
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---......
---......
---......
---......
---......
---......
---......
---......
---......
---......
---......
---......
---......
PROJECT
7---...... '---......
I
I~
I ~· l-J_-
1 lf
'7---......
I ---......
---......
---......
---......
L)UC:-/\ '/..;._c. 1/.ci :_,,-/ \' 1 .• ·:A J-./it_ s i... !_);'"10,t,'
I ,,_,j;,.'
a. 7!3 i_,;," 1// ,,,~ • ',oL .,_____ .• • :'.CC i/;_!_ V<
---......
---......
---......
(';@;f,j;[! -... r-
---......
,-. v-.. ,., ,';'/-,/\//_ i-<Ai!_S 1~:: '7c..·c_, , re;~ ,C':_/1 Tf.
7
:s: i"" ... -7 .... v:,
-'<-/ ,. A '\ ('\
.... .. '<;
'"'5 I
--I, C6. / ,-:_ ~"< 1----~-{ CJ -.._J_./ '" -' . -c_: .x
Le c,
_/ ~ ~~ CJ D ~ ~ ~ ~ ~ CJ D ~ ~
-
-
D ~ CJ ~ ~ ~ ~ CJ D ~
II 11~ ~ --
D CJ
' /
/ t:=4'= t::=4'= '\_
/ \
....
..ill A .. j
C5 C6.
/ i ·'/t_,;..; ,7 j +S
.,
---......
---......
---......
---......
---......
---......
---......
---......
---......
---...... ,:)} / ~
DOCK LAYOUT
SCALE 1 "=8'
CLIENT
-6.5
-5
c_l ---......
---......
-4
-2
-.5
0 MLLW
+.5
I
I '"
I
I
I
__ ,
7'---......
---......
---......
---......
---......
---......
---......
---......
321 ( D ) FERNANDO ST.
PUBLIC DOCK
NEWPORT BEACH
CITY OF NEWPORT BEACH 1----c-~+-----, ... [}ET,-... -ODED -------t------t-1/
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK)
2 ND SUBMITTAL
NO. REVISION BY DATE
BOAT BERTHING AROUND EXISTING DOCK
No. C 50019
EXP.ffiQL1 1 *
C/VI
N. T.S.
Planning and Engineering Services
For Marinas and Waterfront Resorts
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED 8Y TB
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. -B GRAPHIC SCALE
0 B 16 ---
DOCUMENTATION OF
UNREASONABLE
HARDSHIP-1
--111=8'
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 -B
SHEET
C-5
SHEET I
J ~ z >< ~
~ i Q
VJ
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In
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2 3/4"
PROJECT
VARIES
/"¢ SCH. 40 (1.316 O.D.)
GAL V. STEEL PIPE
CLIENT
_L
DECKING
2X4 TOP RAIL
INSTALL NEW 1X4
SAFETY RAILS
INSTALL 1X4 SAFETY RAIL WITH
MAXIMUM SPACING OF 4"
POST
EXISTING GANGWAY
321 ( D ) FERNANDO ST. CITY OF NEWPORT BEACH PUBLIC DOCK ~ SIGNAGE DETAJL ADDED
NEWPORT BEACH, CA & Re'lfSIONS BASED CNS CORREC110N UST (JRO CHECK)
NEWPORT BEACH & 2 ND SUBMITTAL
NO. REVISION
PT
PT
PT
BY DATE
,\\~ 84
~ c:,
' ,.__
No. C 50019
EXP.ffiQL11
CIVI Planning and Engineering Services
For Marinas and Waterfront Resorts
GANGWAY ELEVATION
SCALE 1"=2'
ELEVATION A-A
SCALE 1 "= 1'
2500 Via Cabrillo Marina, Suite 200
San Pedro, CA 90731
Tel: 310 548 3132
Fax: 310 548 1924
DESIGNED BY PT
DRA'M,1 BY JH
a-lECl<ED BY TB
SCh' 40 ... J/i:_;, C:.D.
RECORD DRAWINGS
THESE RECORD DRAWINGS HA VE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART,
BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT. GRAPHIC SCALE
0 1 2 ---
DOCUMENTATION OF
UNREASONABLE
HARDSHIP-2
---
SCALE om
AS NOTED 07-22-09
JOB NO.
2202 -B
SHEET
C-6
SHEET I