HomeMy WebLinkAboutM2005-003447-il
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HARBOR RESOURCES DIV.
CITY OF NEWPORT BEAd4��-,
MIA- v/11/ul(
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A,-,-41C-4N7.�9 NAM.-
92?407
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WORKSHEET FOR BUILDING / FIRE PERMIT APPLICATION
CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
PI FARF PRINT nP TYPF
1. PROJECT ADDRESS (NOT MAILING ADDRESS)
- 7/� Z ie��q ifle- >�e_
FLOOR
SUITE NO.
LEGAL DESCRIPTION f
No. UNITS
LOT BLOCK TRACT
. 0 7.
2. DESCRIPTION OF WORK USE 4:C:�;r
OF STORIES
, �-� v pa, vo
VALUATION $
NEW F� ADD Ej ALTER Ej DEMO E:] SQ FT
(NEW/ADDED/EXTG)
Check Atm=riate Box for Amli6ant
3. OWNER'S NAME LAST
FIRST
OWNER'S ADDRESS
pe
OWNERS E-MAIL ADDRESS
I
. 0 7.
CITY STAtE
ZIP
PHONE NO.
04---
� 31( -,.?
F] 4. ARCH ITECT/DESIGN ER'S NAME
LAST
FIRST
LIC. NO.
ARCHITECT "'NER'S ADDRESS
CT/DESIGNER'S E-MAIL ADDRESS
CITY STAT
ZIP
PHONE NO.
5. ENGINEER'S NAME
LAST
STATE LIC. NO.
ENGINEER'S ADDRESS
ENGINEER'S E-MAIL ADDRESS
CITY STATE
ZIP
PHONENO.
F] 6. CONTRACTOPnAMFt
�4SVNESS LIC.
2/�?ONo.
STATE LIC.
��/ 0/�'? v
-Class
CONTRACTOR'S ADDRESS
CONTRACTOR'S E-MAIL ADDRESS
"'2'- 0 -,?!
CI STATE
ell
zlpq._;>/ _? jHOZ 15
OFFICE USE ONLY
PERMIT NO.
TYPE OF CONSTRUCTION
PLAN CHECK NO.
PLAN CHECK FEE $
OCCUPANCY " GROUP
PLAN CHECK ENG.
rumib=ug__dppijuauuri oi4i/u,4
DEPARTMENT OF THE ARMY
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P.O. BOX 532711
LOS ANGELES, CALIFORNIA 9G053-2325
"I n
REPLY TO
ATTENTION OF:
office of the Chief
Regulatory Branch
IN&. Richard Hohngren
707 Bayside DTive
Newport Beach, California 92660
RE: File No. 200200493-CJF
Dear Mr. Holmgren:
March 5, 2002
Reference is made to your request of January 25, 2002. Under the provisions of Section 10 of
the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403), you are hereby authorized to replace
an existing concrete float seaward of 707 Bayside Drive in Promontory Bay in the City of Newport
Beach, Orange County� California, as shown on the enclosed drawings. Activities, including float
replacement with minimal dimensional changes and no new pile, would result in permanent
impacts of less than 0.002 acre to open waters of the U.S.
The owner or authorized responsible official must sign and date all copies of this Letter of
Permission (LOP) indicating that he/she agrees to the work as described and will comply with all
conditions. One of the signed copies of this Letter of Permission must be returned to the Corps of
Engineers (a pre -addressed envelope is enclosed). In addition, please use the two attached
postcards to notify this office as to the dates of commencement (within 10 days prior to the start of
construction) and completion of the activity (within 10 days following the end of construction) -
Thank you for participating in our regulatory program -
Sincerely,
hark Dur am
ief,� South Coast Section
Regulatory Branch 20-0;�—
DATE
4P R.M I =TFE E
STATE OF CALIFORNIA - THE RESOURCES AGENCY GRAY DAVIS, Govemor
CALIFORNIA COASTAL COMMISSION
South Coast Area Office Page 1 of 3
200 Oceangate, Suite 1000
Long Beach, CA 90802-4302 Date: April 17, 2002
(562) 590 =11 Permit No: 5-02-011
COASTAL DEVELOPMENT PERMIT
On 10 April 2002, the California Coastal Commission granted to Richard Holmgren
Coastal Development Permit 5-02-011, subject to the attached Standard and
Special Conditions, for development consisting of: Remove an existing floating
dock and install a new floating dock consisting of a 38' west finger, 29' east
finger and 24' backwalk. No new piles are proposed. The floating dock will only
be used for boating related purposes. More specifically described in the application
file in the Commission offices.
The development is within the coastal zone in Orange County at 707 Bayside Dr.,
Newport Beach.
Issued on behalf of the California Coastal Commission on April 17, 200
PETER DOUGLAS
Executive Director Title: Coastal Propr�m Analyst
ACKNOWLEDGMENT
The undersigned permittee acknowledges receipt of this permit and agrees to abide by all
terms and conditions thereof.
The undersigned permittee acknowledges that Government Code Section 818.4 which
states in pertinent part, that: "A public entity is not liable for injury caused by the
issuance ... of any permit . . ." applies to the issuance of this permit.
IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT
WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION
OFFICE. 14 CAL. ADMIN. CODE SECTION 13158(a).
Date
Signature of Permittee
Please sign and return one copy of this form to the Commission office at the above
address.
COASTAL DEVELOPMENT PERMIT
No. 5-02-011
Page 2 of 3
STANDARD CONDITIONS
1 Notice of Receipt and Acknowledgment. The permit is not valid and
development shall not commence until a copy of the permit, signed by the
permittee or authorized agent, acknowledging receipt of the permit and
acceptance of the terms and conditions, is returned to the Commission
office.
2. Expiration. If develor)ment has not commenced, the permit will expire two
years from the U-'dte on which the Commission voted on the application.
Development shall be pursued in a diligent manner and completed in a
reasonable period of time. Application for extension of the permit must be
made prior to the expiration date.
3. Interpretation. Any questions of intent or interpretation of any condition will
be resolved by the Executive Director or the Commission.
4. Assignment. The permit may be assigned to any qualified person, provided
assignee files with the Commission an affidavit accepting all terms and
conditions of the permit.
5. Terms and Conditions Run with the Land. These terms and conditions shall
be perpetual, and it is the intention of the Commission and the permittee to
bind all future owners and possessors of the subject property to the terms
and conditions.
SPECIAL CONDITIONS:
1. Construction Responsibilities and Debris Removal
(a) No construction materials, equipment, debris, or waste will bE; placed or stored
where it may be subject to wave wind, or rain erosion and dispersion.
(b) Any and all construction material will be removed from the site within 10 days of
completion of construction.
(c) Machinery or construction materials not essential for project improvements will not
be allowed at any time in the intertidal zone.
(d) If turbid conditions are generated during construction a silt curtain will be utilized
to control turbidity.
(e) Floating booms will be used to contain debris discharged into coastal waters and
any debris discharged will be removed as soon as possible but no later than the
end of each day.
(f) Non -buoyant debris discharged into coastal waters will be recovered by divers as
soon as possible after loss.
COASTAL DEVELOPMENT PERMIT
No. 5-02-011
Page 3 of 3
2. Best Management Practices Program
By acceptance of this permit the applicant agrees that the long-term water -borne
berthing of boat(s) in the approved dock and/or boat slip will be managed in a
manner that protects water quality pursuant to the implementation of the
following BMPs.
(a) Boat Cleaning and Maintenance Measures:
i. In-watertop-side and bottorn-side boat cleaning shall minimize the
discharge of soaps, paints, and debris.
ii. In -the -water hull scraping or any process that occurs under water that
results in the removal of paint from boat hulls shall be prohibited. Only
detergents and cleaning components that are designated by the
manufacturer as phosphate -free and biodegradable shall be used, and the
amounts used minimized.
iii. The applicant shall minimize the use of detergents and boat cleaning and
maintenance products containing ammonia, sodium hypochlorite,
chlorinated solvents, petroleum distillates or lye.
(a) Solid and Liquid Waste Management Measures:
All trash, recyclables, and hazardous wastes or potential water
contaminants, including old gasoline or gasoline with water, absorbent
materials, oily rags, lead acid batteries, anti -freeze, waste diesel,
kerosene and mineral spirits will be disposed of in a proper manner and
will not at any time be disposed of in the water or gutter.
(b) Petroleum Control Mnnsgement Measures:
Oil absorbent materials shal! be examined at least once a
year and replaced as necessary. The applicant will
recycle the materials, if possible, or dispose of them in
accordance with hazardous waste disposal regulations.
The boaters will regularly inspect and maintain engines,
seals, gaskets, lines and hoses in order to prevent oil and
fuel spills. Boaters will use preventive engine
maintenance, oil absorbents, -bilge p=p -out -services,- or
steam cleaning services as much as possible to clean
oily bilge areas. Clean and maintain bilges. Detergents
will not be used for cleaning. The use of soaps that can
be discharged by bilge pumps is prohibited.
11
'TYPICAL ARBREVIATIONS
USED IN BIVII DRAWINGS
0 SQUARE
B.F. BOARD FEET
BRKI BRACKET
BTM. BOTTOM
CHAMF. CHAMFER
CHKR. CHECKER
CENTERLINE
CLR. CLEAR
CONC * CONCRETE
CORN. CORNER
C.P.V.C. CHLORINATED POLYVINYL CHLORIDE
CU. CUBIC
D * DEPTH
DBL. DOUBLE
DET. DETAIL
E.W. EACH WAY
EA. EACH
EPS EXPANDED POLYSTYRENE
F.F. FAR FACE
F.B. FREEBOARD - FLAT BAR
F LT. FLOAT
FT FOOT - FEET
GA. GAUGE
GALV. GALVANIZED
H.D. HEAVY DUTY
HORIZ. HORIZONTAL
I.D. INSIDE DIMENSION -IDENTIFICATION
L. LONG - LENGTH
LG. LONG
L.L.H. LONG LEG HORIZONTAL
L.L.V. LONG LEG VERTICAL
LONG. LONGITUDINAL
MACH. MACHINE
MIN. MINIMUM
MNTG. MOUNTING
N.F. NEAR FACE
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER
O.A. OVERALL
O.C. ON CENTER
O.D. OUTSIDE DIMENSION
OPP. OPPOSITE
PLUS. PLACES
P.S.I. POUNDS PER SQUARE INCH
P.V.C. POLYVINYL CHLORIDE
R. RADIUS
REQ'D REQUIRED
S.B.O. SUPPLIED BY OTHERS
SCHED. SCHEDULE
SHT. SHEET
SIM. SIMILAR
S.P. SHEAR PLATE
SPA. SPACE(S)
S.R. SPLIT RING
T&B TOP AND BOTTOM
THD. THREAD
THRD. THREAD
TYP. TYPICAL
U.H.M.W. ULTRA HIGH MOLECULAR WEIGHT (POLYETHYLENE)
VERT. VERTICAL
W. WIDE - WIDTH
W.W.M. WELDED WIRE MESH
NOTES:
1. PERIODS IN ABBREVIATIONS MAY BE OMITTED.
2. FOR HARDWARE ABBREVIATIONS / DESIGNATIONS SEE
HARDWARE DESIGNATION SHEET ON ASSEMBLY DRAWINGS.
3. FOR WOOD FABRICATION ABBREVIATIONS / DESIGNATIONS
SEE STANDARD WOOD SHEET ON WOOD FABRICATION DRAWINGS.
UNIFIDIqTo
Pre ckien engineered Aptaffen sygerns
Innovative harbor in accordance with
and waterfront solutions Bellin_qham Marine
Specif ication 3P4.04-.02ROO
Holm rwAlg-n Dock
9
Newport Beach, Ca'.
CAUTION
FLOAT SYSTEMS ARE UNSTABLE
WHEN PLACED IN WATER PRIOR
TO ASSEMBLY IN THEIR FINAL
INTENDED CONFIGURATION.
MODULES OR SUBASSEMBLIES
SHOULD BE HANDLED WITH CARE
DURING INSTALLATION AND SHOULD
NEVER BE STOOD OR WALKED UPON
PRIOR TO FINISHED ASSEMBLY.
Job Number:
01-3-198
&VTTA INUTff!
BELLINGHAM MARINE INDUSTRIES
HAS BEEN NOTIFIED BY ITS WOOD
PRESERVERS THAT THE CHEMICALS
USED IN THE �VOOD TREATMENT
PROCESS ARE KNOWN TO CAUSE
CANCER.
TABLE OF CONTENTS _j
DRAWING
Overall Layouts
Existing Pile Layout
Dock Assembly
Dock Assembly
Endgate Configurations
Sections & Assembly
Assembly Details
Endgate Assembly and
Cleat & Bumper Details
Wood Fabrication
Polymer Fabrication
Steel Fabrication
Steel Fabrication
Steel Fabrication
Float Fabrication:
3-7/8
3-7/8i
S P*IC'E'VED 3-7/8FA
Outh Coast Region 3-718Rii
3-7/9
A 4 21 4 2002 3-7/9.5Ei
3-7/10
CA LIFORNIA 3-7/1 OEi
TA T COMMISSION
California Coastal Conunission
South Coast District Office
VED S_
IMPORTANT LEGAL NOTICE TO PUBLIC ermit ------
These drawings are protected against copying under the Federal Copyright Act
------ --- ------ -------
(17 U.S.C. §§ 101 et seq.)
EFFECFIV�
Gaining Access to these drawings DOES NOT allow you to copy and use them for Date: ----- ;Vj.�.LL -----------
commercial purposes.
The Federal Copyright Act preempts state public disclosure laws.
You have now been expressly notified. The copying of these drawings without the
express consent of Bellingham Marine Industries, Inc. for the purpose of using
the design for commercial gain is a willful violation of the Federal Copyright Act..
Bellingham Marine Industries, Inc. will take all necessary actions to protect its rights.
AL
SHT(�)
I
la
2
3
3a
Al
A2
A3
W1
Pi
S1
S2
S3
F1
F2
F3
F4
F5
F6
F7
F8
REV
NOTES:
1 NEW FLOATS SHOWN ARE TO BE UNIFLOATO
STANDARD. FREEBOARD OF NEW F'OATS 10 TO
BE 16" ± I" (CALCULATED ABOVE 17"'�O ALLOW
FOR A 1" LOSS OF FREEBOARD OVER ONE YEAR).
2. ALL PILES SHOWN ON THIS LAYOUTARE EXISTING -
12" o STEEL PIPE (TO BE REUSED IN CURRENT LOCATIONS)
LOCATIONS TO BE VER IFIED/CON FIRMED BY OWNER.
3. DOCK IS TO BE SUPPLIED SUBASSEMBLED. SOME
COMPONENTS ARE TO SHIP LOOSE. INSTALLATION
SUPERVISOR MUST VERIFY RECEIPT OF ALL REQUIRED
PARTS UPON ARRIVAL AT FINAL DESTINATION.
4. NO PROVISIONS FOR UTILITIESARE PROVIDED IN THE
NEWIFLOAT SYSTEM (per CONTRACT).
2'-0"
I — — — TQ
4
19'-4 1/2"
20'-4 1/2" Center -To -C enter
r_: D I r:
A ! 0
lit
:n
11
N
- EEL, GRASS INSPECTION
NO 8-21 GRAss WITHIN 15"OF PROJECT
G--; INTHEPROJ TAREA
URE
R �hffl T.
4'-6"
0
�C\l 0
RECEIV
Duth Coast R!
.Pi o n
15'-10 1/2" JAN 2 4 200
C0 -
4'- 1 " I'll 1 00
C0
N
16'-0 1/2"
--4
lit
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bo
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C*4
4'-2"
"A
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A
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In
-----------------
- — — — — — — — -- — — — — — -- -- --
24'-2 1/2"
Existing Dock
Footprint
Scale: N.T.S.
C�
N
CN
0
00
I
G)
C\1
4'x 6'
Knee
24'-10 1/2"
4'x 6'
Knee
Replacement Dock
Scale: 3/16" = V-0"
N
CALIFORNiA
cc.. STAL COMM'SION
Lo
0
04
F -M
04
T --
C14
1
OD
r— — — — — — —
CL
E
CU
CU
X E
10 ly
Ln
X
W
4'x 4'
Knee
4'x 4'
Knee
jCaffomi :Coastal &MMission
South C 't Distri J -ce
Permt
4_
Pe t -
4.
-- ---------- ------
EFFECFIVE
Date:
CITY C
tsemp nam
W- -,..Nomw- %_
M A R I N E
--amme- -ali
Innovative harbor
and waterfront solutions
UNj)WWA%T,,
precision engineered flotation systems
i"'T—hisdraw7ing contains proprietary information 777N
is the property of Bellingham Marine Industries, Inc -
and shall not be copied, reproduced of made available
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT.Is a
registered trademark of Bellingham Marine Industries. Inc.
L oBallingham Marine Industries, Inc.
Hol-mgren
Dock
Supply
Newport Beach, CA
Overall Dock
Layout
Filename 11- Overall Layout.Cad
Revisions:
Checked By:
Drawn by:
D. DeCaro
Scale:
As Noted
Date:
8-7-01
Sheet
of
Job No.
01-3-198
PIE'SOURCES DIV.
A f L!
vi.1h"PORT BEACH
z
11
M
CY)
CY)
- I
L0
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PILE LAYOUT
for Verification by Owner
and/or Installation Contractor
Drawn by:
D. DeCaro
Scale:
As Noted
Date:
8-7-01
Sheet 1 a
\1.
of
Ge --cNe
a)
a)
0
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LL
W
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01-0
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ip
—A" —
19'-4 1/2"
cir)
:11
q).
20'-4 1/2" Center
1 611 VERIFY
-To Center
I
' nuia Coastal Commission
�alif
,qulooast District Officc,,,',
6
M ------
--- IQ
PC
------- -----------
EFFECrIVE
Date: --- � q- t- Le I- ----------
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CY)
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PILE LAYOUT
for Verification by Owner
and/or Installation Contractor
tsemp9nam
M A R I N E
Innovative harbor
a n d wate rfront soluti ons
[UNI)MLOART,
precision engineered flotation systems — j - -
"This drawing contains proprietary inform -tion which
is th: property of Bellingham Marine Industries, Inc.
and hall not b a copied, reproduced or ad. ailabl.
to third parties without priorwritten permission from
Bel:ingham Marine Industries, Inc. UNIFLOAT.is a
regis ered Vadem ark of Bellingham Marine Industries, Inc.
oBe I linghann Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Existing Pile
Layout
Filename: 1A- Pile Layout.Cad
Checked By:
Drawn by:
D. DeCaro
Scale:
As Noted
Date:
8-7-01
Sheet 1 a
\1.
of
Ge --cNe
a)
a)
0
F-
a)
LL
W
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01-0
00
00
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' nuia Coastal Commission
�alif
,qulooast District Officc,,,',
6
PC
------- -----------
EFFECrIVE
Date: --- � q- t- Le I- ----------
tsemp9nam
M A R I N E
Innovative harbor
a n d wate rfront soluti ons
[UNI)MLOART,
precision engineered flotation systems — j - -
"This drawing contains proprietary inform -tion which
is th: property of Bellingham Marine Industries, Inc.
and hall not b a copied, reproduced or ad. ailabl.
to third parties without priorwritten permission from
Bel:ingham Marine Industries, Inc. UNIFLOAT.is a
regis ered Vadem ark of Bellingham Marine Industries, Inc.
oBe I linghann Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Existing Pile
Layout
Filename: 1A- Pile Layout.Cad
Checked By:
Drawn by:
D. DeCaro
Scale:
As Noted
Date:
8-7-01
Sheet 1 a
\1.
of
Job No.
01-3-198
ASSEMBLY
"B"
ASSEMBLY
'A'
(Sh t. 2)
Explanation of Waler Designations-
38 -
Member Size
- 38 = 3x8
28 = 2x8
212 = 2x12
24 E
T—Hole Type
(E, G, or M)
— Member Length
(ex: 24'- Nominal)
'V\r denotes special (Non -Standard)
Hole Pattern- See Wood Details
_j
ASSEMBLY
VC11
(Sh t. 3)
38-W6 Waler
See Sht. 3
28-W3 Waler
See Sht. 3
NOTES:
1. ALL WOOD TYPICAL BOTH SIDES OF DOCK.
2. DOCK SECTIONS ARE TO BE SUPPLIED IN SUBASSEMBLED
SECTIONS AS SHOWN- RAMP FLOAT ASSEMBLY AND
TRIANGLE FRAMES ARE TO BE SHIPPED LOOSE FOR FIELD
ASSEMBLY (FOR SHIPPING CONVENIENCE).
3. THRU RODS ARE TO BE PLACED AS SHOWN. PATTERN OF
HOLES IN WALERS AND FLOATS (LOCATED AT 12" O.C.) IS A
STANDARD FOR PRODUCT FLEXIBILITY- NOTALL HOLES ARE
TO BE FILLED WITH THRU RODS!
4. COVERBOARD IS TO BE TYPICAL BOTH SIDES OF DOCK -
FIELD TRIM FOR CONTINUOUS PATTERN EXCEPT BETWEEN
RAMP FLOAT/FRAMES AND MAIN FLOATS (INTERRUPT 2x12).
5. ALL COMPONENTS TO BE CHECKED AND VERIFIED
PRIOR TO ASSEMBLY BY CUSTOMER. BMI WILL NOT
BE RESPONSIBLE FOR PARTS MISSING ONCE SITE VERI-
FICATION IS PERFORMED AND RECEIPT OF MATERIALS
IS CONFIRMED.
nimission
_,�.aifornia Coastal CO
NO Cleats are to be South Coast District office
212-1 OM COVERBOARD Installed on this Section APPROVED
FIELD TRIWINSTALL BETWEEN Permit No -----------------------
TRIANGLES- THIS SIDE
ASSEMBLY
'B'
"401
AWIVENJ
ExistingNe -----------------------"""
EFFECTIVE
A S SAMM 1%5 �t Y --""""----"""""---------
C..
38-W6 Waler
See Sht. 3
314"o x 4'-8" Ig. H.D.G.
THRU RODS
w/HN(2), PW(2) & LW(2)
CW @) STEEL
(16 REQ'D)
212-16M COVERBOARD
FIELD TRIM & INSTALL
2 REQ'D- THIS SIDE
DBL. 38-24E WALERS
TYP. BOTH SIDES
28-W3 Waler
See Sht. 3
ASSEMBLY
'A'
Scale: 1/4" = V-0"
Beningnam
M A R I N E
Innovative harbor
and waterfront solutions
UNIPMOAT,
precision engineered flotation systems
"This drawing contains proprietary information 7.7"�
is th: property of Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made available
to third parties without prior written permission from
Bellingham Zino Industries, Inc. UNIFLOAT, is a
registered trademark of Bellingham Marine Industries. Inc.
oBellingham Marine Industries, In..
.4
Holmg.ren
Dock
supply
Newport Beach, CA
Dock
Assembly
Filename: 2- DockAssernbly.Cad
Revisions:
Drawn by:
D. DeCaro
Scale:
As Noted
Date:
8-27-01
3-718i
3-718
Al
3-718i
314"o x 4'-8" Ig. H.D.G.
THRU RODS
w/HN(2), PW(2) & LW(2)
CW @) STEEL
(16 REQ'D)
212-16M COVERBOARD
FIELD TRIM & INSTALL
2 REQ'D- THIS SIDE
DBL. 38-24E WALERS
TYP. BOTH SIDES
28-W3 Waler
See Sht. 3
ASSEMBLY
'A'
Scale: 1/4" = V-0"
Beningnam
M A R I N E
Innovative harbor
and waterfront solutions
UNIPMOAT,
precision engineered flotation systems
"This drawing contains proprietary information 7.7"�
is th: property of Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made available
to third parties without prior written permission from
Bellingham Zino Industries, Inc. UNIFLOAT, is a
registered trademark of Bellingham Marine Industries. Inc.
oBellingham Marine Industries, In..
.4
Holmg.ren
Dock
supply
Newport Beach, CA
Dock
Assembly
Filename: 2- DockAssernbly.Cad
Revisions:
Job No.
01-3-198
Drawn by:
D. DeCaro
Scale:
As Noted
Date:
8-27-01
Sheet 2
of
Job No.
01-3-198
Explanation of Waller Designations -
38 -
24 E
Member Si E,
z'7
L Hole Type
- 38 = 3x8
(E. G, or M)
28 = 2x8
Date:
212 2x12
Sheet 3
�%
HOLES IN WALERS AND FLOATS (LOCATED AT 12' O.C.) IS A
Member Length
(ex: 24'- Nominal)
'W denotes special (Non -Standard)
Hole Pattern-
See Wood Details
SEE ENDGATE
ASSEMBLY
ENDBOARD: 212 -WI
STEEL FRAME: PF -1
FILLER PANEL: P-237
=0 P Y---- 10" Vinyl Corners
-1 11c'mi- * 2 Per Finger
!W -r -
N L
12" Std. CLEATS (H.D.G.) 28-7E
7 REQ'D @THIS FINGER -
LOCATE AS SHOWN
SEE SHT. A3 FOR
CLEAT & BUMPER
DETAILS/NOTES
38-16E
NOTES:
1. ALL WOOD TYPICAL BOTH SIDES OF DOCK UNLESS NOTED.
2. DOCK SECTIONS ARE TO BE SUPPLIED IN SUBASSEMBLED
SECTIONS AS SHOWN- RAMP FLOAT ASSEMBLY AND
TRIANGLE FRAMES ARE TO BE SHIPPED LOOSE FOR FIEL D
ASSEMBLY (FOR SHIPPING CONVENIENCE).
ENDBOARD: 212 -WI
STEEL FRAME: PF -2
FILLER PANEL: P-237
0
SEE
ASSEMBLY
ENIDGATE
10" Vinyl Corners
2 Per Finger
D. DeCaro
3. THRU RODS ARE TO BE PLACED AS SHOWN. PATTERN OF
04
Date:
FASCIA: W-46FA 0
0
Sheet 3
�%
HOLES IN WALERS AND FLOATS (LOCATED AT 12' O.C.) IS A
This Side Only
STANDARD FOR PRODUCT FLEXIBILITY- NOT ALL HOLES ARE
12' Std. CLEATS (H.D.G.)
SEE TRI-FRAME4
FRAME: TF -46
TO BE FILLED WITH THRU RODS!
4 REQ'D @THIS FINGER-
FASCIA: W -46F
38-W5
LOCATE AS SHOWN
4. COVERBOARD IS TO BE TYPICAL BOTH SIDES OF DOCK -
FIELD TRIM FOR CONTINUOUS PATTERN EXCEPT BETWEEN
RAMP FLOAT/FRAMES AND MAIN FLOATS (INTERRUPT 2x12).
5. ALL COMPONENTS TO BE CHECKED AND VERIFIED
C�
PRIOR TO ASSEMBLY BY CUSTOMER. BMI WILL NOT
28-W4
BE RESPONSIBLE FOR PARTS MISSING ONCE SITE VERI-
FICATION IS PERFORMED AND RECEIPT OF MATERIALS
3/4"o x 4'-6" 1g. H.D.G.
IS CONFIRMED.
THRU RODS
w/HN(2), PW(2) & LW(2)
CW Q STEEL
(21 REQ'D)
38-19E
POLYMER: W-44
FRAME: TF -44
FASCIA: W -44F
212-16M COVERBOARD
FIELD TRIM & INSTALL
C0
28-VV2
TYP. BOTH SIDES
SEE TRI -FRAME
ASSEMBLY
28-18E
314"o x 4'-6" Ig. H.D.G.
THRU RODS 28-1 BE
w/HN(2), PW(2) & LW(2)
CW Q STEEL 212-16M COVERBOARD
(16 REQ'D) FIELD TRIM & INSTALL
TYP. BOTH SIDES
co
38-13E
This Side Only
38-W6 Waler
This Side Only
28-W3 Waler
This Side Only
3/4"o x 8'-6" Ig. H.D.G. THRU RODS
W/HN(2). PW(2) & LVV(2)
(5 REQ'D - THRU BOTH FLOATS)
38-13E —
This Side Only
. 28-41E
This Side Only
SEE TRI -FRAME
ASSEMBLY ASSEMBLY
ASSEMBLY
vB'
Scale: 3/16" = 1'-0"
/FZN I DbI 38 BE
a-- Walers
Ti� 00
212 -SM
Coverboard
'�A 1
—A A j
Cn UPOLYMER: W-44
FRAME: TF -44
FASCIA: W -44F
38-W6 Waler
This Side Only
ASSEMBLY
VC111
Scale: 3/16" = V-0"
28-W3 Waler
This Side Only
Bejl�inqham
, -.1111111110-i
M A R I N E
Innovative harbor
and waterfront solutions
.. ..... n a ngineered flotation systems
F'This drawing contains proprietary information which 1
is th: prop arty of Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made available
to third pa dies without prior written p ermissi on from
Bellingham Marine Industries, In.. UNIFLOATi. .
registered trademark of Bellingham Marine Industries, Inc.
oBallingham Marine Industries, Inc.
L
Holmgren
Dock
Supply
Newport Beach, CA
Dock
Assembly
Filename: 3- DockAssembly.Cad
Revisions:
Checked By:
POLYMER: W -46A
Drawn by:
D. DeCaro
FRAME: TF -46A
3/16" = V-0"
Date:
FASCIA: W-46FA 0
0
Sheet 3
�%
2 28-4E
'.sE
This Side Only
POLYMER: W-46
SEE TRI-FRAME4
FRAME: TF -46
ASSEMBLY ASSEMBLY
FASCIA: W -46F
SEE TRI -FRAME
ASSEMBLY ASSEMBLY
ASSEMBLY
vB'
Scale: 3/16" = 1'-0"
/FZN I DbI 38 BE
a-- Walers
Ti� 00
212 -SM
Coverboard
'�A 1
—A A j
Cn UPOLYMER: W-44
FRAME: TF -44
FASCIA: W -44F
38-W6 Waler
This Side Only
ASSEMBLY
VC111
Scale: 3/16" = V-0"
28-W3 Waler
This Side Only
Bejl�inqham
, -.1111111110-i
M A R I N E
Innovative harbor
and waterfront solutions
.. ..... n a ngineered flotation systems
F'This drawing contains proprietary information which 1
is th: prop arty of Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made available
to third pa dies without prior written p ermissi on from
Bellingham Marine Industries, In.. UNIFLOATi. .
registered trademark of Bellingham Marine Industries, Inc.
oBallingham Marine Industries, Inc.
L
Holmgren
Dock
Supply
Newport Beach, CA
Dock
Assembly
Filename: 3- DockAssembly.Cad
Revisions:
Checked By:
01
Drawn by:
D. DeCaro
Scale:
3/16" = V-0"
Date:
9-13-01
Sheet 3
�%
of
j
Job No.
01-3-198
Pile Pad
Arrangement
Endgate at
(Assembly'B')
One (1)ea-'UB-6'UHMW Block
NO Shims
1/2" x 2" Carriage Bolts
Steel Frame
(PF -1)
One (1)ea-'UB-6'UHMW Block Y
One (I)ea-'US-6'UHMW Shim
1/2" x 2" Carriage Bolts
One (1)ea-'UB-6' UHIVIVV Blo
One (1)ea-'US-6'UHMVVSh
1/2" x 2" Carriage Bo
Pile Pad
Arrangement
Endgate at
-(Assembly'C')
One (1)ea-'UB-6' UHMW Block
One (I)ea-'US-6'UHMW Shim
1/2" x 2" Carriage Bolts
StpPI Fr;imf-
one (1)ea-'UB-6'UHMW Block
one (1)ea-'UB-7'UHMW Block
m
Two (2)ea-'US-6' UHIVIW Shim
1/2" x 3-1/2" Carriage Bolts
One (1)ea-'UB-6'UHMW Block
One (1)ea-'US-6'UHMW Shim
1/2" x 2" Carriage Bolts
Bellip9ham
M A R I N E i
Innovative harbor
and waterfr6nt solutions
UNJFLOA%T�,
precision engineered flotation systems_
"This drawing contains proprietary Information which—
Is th: prop arty of Bellingham Marine Industries, Inc.
and hall not be copied. reproduced or made available
to third partial wl thout prW written permission from
Bellingham MarIn:fIndunstres. In c. UNIFL3AT.is a
registered tr.de —1, Belli gh2M Marine Industries, Inc.
.E,.,, Ingham Marine Industries, I n
Holmgren
Dock
Supply
Newport Beach, CA
Endgate UHMW
Configurations
Filename: 3a- Endgate configs.Ced
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet 3A Of
Job No.
01-3-198
---------------
------------
- - - r - - -
@
- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - / - - - - - - - - - - - - - - - - - - - -
I - P
Y TO
One (1)ea-'UB-6'UHMW Block Y
One (I)ea-'US-6'UHMW Shim
1/2" x 2" Carriage Bolts
One (1)ea-'UB-6' UHIVIVV Blo
One (1)ea-'US-6'UHMVVSh
1/2" x 2" Carriage Bo
Pile Pad
Arrangement
Endgate at
-(Assembly'C')
One (1)ea-'UB-6' UHMW Block
One (I)ea-'US-6'UHMW Shim
1/2" x 2" Carriage Bolts
StpPI Fr;imf-
one (1)ea-'UB-6'UHMW Block
one (1)ea-'UB-7'UHMW Block
m
Two (2)ea-'US-6' UHIVIW Shim
1/2" x 3-1/2" Carriage Bolts
One (1)ea-'UB-6'UHMW Block
One (1)ea-'US-6'UHMW Shim
1/2" x 2" Carriage Bolts
Bellip9ham
M A R I N E i
Innovative harbor
and waterfr6nt solutions
UNJFLOA%T�,
precision engineered flotation systems_
"This drawing contains proprietary Information which—
Is th: prop arty of Bellingham Marine Industries, Inc.
and hall not be copied. reproduced or made available
to third partial wl thout prW written permission from
Bellingham MarIn:fIndunstres. In c. UNIFL3AT.is a
registered tr.de —1, Belli gh2M Marine Industries, Inc.
.E,.,, Ingham Marine Industries, I n
Holmgren
Dock
Supply
Newport Beach, CA
Endgate UHMW
Configurations
Filename: 3a- Endgate configs.Ced
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet 3A Of
Job No.
01-3-198
DEIL. 3x 8
WALERS
CONCRETE
FLOAT
2 x 4 NAILER
(FIELD CUT)
see note
SECTION 0�:)
\1�1
r 2 x 2 SPACER
(see note)
CONCRETE
FLOAT
4
NOTES:
1. ATTACH SPACERS w1#14 x 31, S.S
F.H. WOOD SCREWS
2. ATTACH NAILERS w/16D COMMONS
TRI -FRAME rF"� '
ASSEMBLY
4'x 4'TRIANGLEAT RAMP FLOAT -
RIGHT S I DE SHOWN. LEFT SIDE
I S ASSEMBLED IN THE SAME
MANNER AS SHOWN.
3/4"o x 8'-6" H.D.G.
THRU RODS
STEELFRAME
(TF -44 or TF -44A)
"4 — 0 IAIAI ==C'
2 x 12 COVERBOARD
NAIL ON W/161D COMMON
9 12" O.C. STAGGERED
5/8" POLYMER
(P-44)
2 x 10 ENDBOARD
.(28-W2)
318"ox 3" CB
w/H N, CW & LW
2 x 3 D.F. LEDGERS
(install During Subassembly)
0
�A x 3" CB
5/8" POLYMER w/H N, CW & LW
3/11"0
FILLER (P-44) %
0 0 B 0 \'\X '
#14 x 2" S.S. F.H.
B WOOD SCREWS
Scale: 3/4" = V-0"
3/4"o H.D.G. THRU ROD
w/HN, PW & LW
SECTION
STEEL FRAME
(TF -44 or TF -44A)
3/8"ox 3" CB
W/HN, CW & LW
(to attach ledgers)
314"o x 4-1/2" S.S.
ALL -THREAD STUDS
w/HN, CW & LW
SECTION A -A
Scale: N.TS.
2 x 12 FASCIA
(W -44F or W-44FA)
#14x 2" S.S. F.H.
WOODSCREW
2 x 8 WALER -\
#14x 2" S.S. F.H.
WOODSCREW
3/8"ox 3" CB
w/HN.CW & LW
2 x 12 FASCIA
(W -44F) I
5/8" POLYMER
(P-44)
---_,9TEEL FRAME
(TF -44 or TF -44A)
3/8"ox 3" CB
w/HN, CW & LW
(to attach ledgers)
3/4"o x 4' -15"
H.D.G. THRU RODS
w/HN, PIN, CW & LW
T3x8WALER
SECTION B -B
Scale: N.T.S.
3 x 8 WALER
2 x 8 WALER_
SECTION
—3 x 8 WALER
2 x 8 WALER
3/4"o H.D.G. THRU ROD
w/HN, PW & LW
2 x 12 COVERBOARD
NAIL ON w/1 6D COMMON
Q 12" D.C. STAGGERED
2 x 8 WALER
3 x 8 WALER
3/4"o H.D.G. THRU ROD
w/HN, PW & LW
SECTION D
x 12 COVERBOARD
NAIL ON w/16D COMMON
Q 12- D.C. STAGGERED
3/4"o x 6-1/2" S.S.
All -Thread STUDS
w/HN, PW & LW
I@ Inserts
SECTION
tsewqq,nam
Ile- -mmmp--
M A R I N E
Innovative harbor
and waterkont solutions
_'N
AMEW
UAWFLO, Al 15:
precision engineered flotation systems
rThis drawing contains proprietary information w—h.7-1
is th: prop -arty of Bellingham Marine Industries, Inc -
and hall not be copied, reproduced or made available
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT. is a
registered trademark of Bellingham Marine Industries. Inc.
*Be I lingham Marine Industries, Inc.
Holmgren
Dock
Supply
Newoort Beach. CA
Typ. Sections
Assembly Details
Filename: Al- SectiortAssen-bly.Cad
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet Al of
\1
Job No.
01-3-198
314"o x 4-1/2" S.S.
ALL -THREAD STUDS
w/HN, CW & LW Q
INSERTS
l It
2x10 ENDBOARD
(28-W2)
A
Float:
3-7/8Rii
Main Walkway
Floats
STEELFRAME
(TF -44 or TF -44A)
"4 — 0 IAIAI ==C'
2 x 12 COVERBOARD
NAIL ON W/161D COMMON
9 12" O.C. STAGGERED
5/8" POLYMER
(P-44)
2 x 10 ENDBOARD
.(28-W2)
318"ox 3" CB
w/H N, CW & LW
2 x 3 D.F. LEDGERS
(install During Subassembly)
0
�A x 3" CB
5/8" POLYMER w/H N, CW & LW
3/11"0
FILLER (P-44) %
0 0 B 0 \'\X '
#14 x 2" S.S. F.H.
B WOOD SCREWS
Scale: 3/4" = V-0"
3/4"o H.D.G. THRU ROD
w/HN, PW & LW
SECTION
STEEL FRAME
(TF -44 or TF -44A)
3/8"ox 3" CB
W/HN, CW & LW
(to attach ledgers)
314"o x 4-1/2" S.S.
ALL -THREAD STUDS
w/HN, CW & LW
SECTION A -A
Scale: N.TS.
2 x 12 FASCIA
(W -44F or W-44FA)
#14x 2" S.S. F.H.
WOODSCREW
2 x 8 WALER -\
#14x 2" S.S. F.H.
WOODSCREW
3/8"ox 3" CB
w/HN.CW & LW
2 x 12 FASCIA
(W -44F) I
5/8" POLYMER
(P-44)
---_,9TEEL FRAME
(TF -44 or TF -44A)
3/8"ox 3" CB
w/HN, CW & LW
(to attach ledgers)
3/4"o x 4' -15"
H.D.G. THRU RODS
w/HN, PIN, CW & LW
T3x8WALER
SECTION B -B
Scale: N.T.S.
3 x 8 WALER
2 x 8 WALER_
SECTION
—3 x 8 WALER
2 x 8 WALER
3/4"o H.D.G. THRU ROD
w/HN, PW & LW
2 x 12 COVERBOARD
NAIL ON w/1 6D COMMON
Q 12" D.C. STAGGERED
2 x 8 WALER
3 x 8 WALER
3/4"o H.D.G. THRU ROD
w/HN, PW & LW
SECTION D
x 12 COVERBOARD
NAIL ON w/16D COMMON
Q 12- D.C. STAGGERED
3/4"o x 6-1/2" S.S.
All -Thread STUDS
w/HN, PW & LW
I@ Inserts
SECTION
tsewqq,nam
Ile- -mmmp--
M A R I N E
Innovative harbor
and waterkont solutions
_'N
AMEW
UAWFLO, Al 15:
precision engineered flotation systems
rThis drawing contains proprietary information w—h.7-1
is th: prop -arty of Bellingham Marine Industries, Inc -
and hall not be copied, reproduced or made available
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT. is a
registered trademark of Bellingham Marine Industries. Inc.
*Be I lingham Marine Industries, Inc.
Holmgren
Dock
Supply
Newoort Beach. CA
Typ. Sections
Assembly Details
Filename: Al- SectiortAssen-bly.Cad
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet Al of
\1
Job No.
01-3-198
SINGLE 3x8
WALER
3/4"o THRU RODS
w/HN, CW & LW
Q FRAME
5/8" POLYMER
(P-46 or P -46A)
3/8"ox 3" CB
WHN, CW & I -W
(to attach ledgers)
3/4"o THRU ROD
w/HN, GW & LW
Q FRAME
SECTION Q-13
STEEL FRAME Scale- N.T.S.
(VARIES)
3/8"ox 3" CEI
w/HN, CW & LW
2 x 3 LEDGER
0 /-Attach to Frame
during Subassembly
0) 0
C: 0 A
E
2 x 12 FASCIA
#14 x 2" S.S. F. H. 5/8" POLYMER (W -46F)
WOODSCREWS (P-46)
3/8"ox 3" CB
w/HN, CW & LW
A N (to attach ledgers)
TRI -FRAME
ASSEMBLY
STANDARD 4'x 6'TRIANGLE
ASSEMBLY WITHOUT PILE.
RIGHT SIDE SHOWN.
0
0
314"o THRU RODS
w/HN, CW & LW
0 FRAME
0
DBL. 3x8 WALERS
B MAINWALK
Mainwalk
Scale: 3/4" = 1'-0"
UHMW BLOCK (UB -6)
* ONE (1) per BRACKET 112"o x 2" H.D.G.
PAD BRACKET UHMW SHIM (US -6) Carriage Bolts
-(PB-1) TWO (2) per BRACKET w/HN, CW & LW
5/8" POLYMER
(P -46A
H.D.G. PILE RING 3x8 WALER
(PR -12S) 2x8 WALER
32.
----------
-1z1F
L
3/8"ox 3" CB IX
W/HN,CW & LW
STEELFRAME ------
(TF-46A)
2 x 12 FASCIA
(W-46FA) 1/2" o x 2-1/2" M.B.
w/HN,LW & CW(2)
(8 Req'd)
SECTION C -C
Scale: N.T.S.
TRI -FRAME
ASSEMBLY (4)
STANDARD 4'x 6'TRIANGLE
ASSEMBLY WITH PILE.
LEFT SIDE SHOWN. REFER TO
DETAIL A/A2 FOR ALLASSEMBLY
DETAILS & MATERIALS NOT
INDICATED ON THIS DETAIL.
STEEL FRAME
(TF -46A)
2 x 12 FASCIA
(W-46FA)
0
1/2" o x 2" M.B.
w/ H N, LW & CW(2)
(8 Req'd) 0
0
5/8" POLYMER
(P -46A)
C
0
H.D.G. PAD 0
BRACKET (PB -1)
4 REQ'D
I W TI
0
0
0 0 0 0
H
UHMW BLOCK (UB -6) I\\-- H.D.G. PILE RING
ONE (1) per BRACKET (PR -12S)
UHMW SHIM (US -6)
TWO (2) per BRACKET
tsei am
punsow.
Innovative harbor
and waterfront solutions
UWA
IF
N
precision engineered flotation systems
--10
�—This drawing contains proprietary information which
is th: property of Bellingham Marine Industries, Inc.
and hall not be copied. reproduced or made available
to third parties without prior written permission from
Bel I ingham Marine Industries, Inc. UNIFLOAT.i. a
registered trademark of Bellingham Marine Industries. Inc.
oBellingharn Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Assembly Details
Fifename: A2- Asserrblies.Cad
�'Revisions:
Checked By:
Drawn by., D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet A2 of
Job No.
01-3-198
3/8"ox 3" CB
H IN, CW & LW
3x8 WALER
518" POLYMER
(P-46)
2x8 WALER
Lw�l
#14X 2" S.S. FH.
WOOD SCREW
3/8"ox 3" CB
W /HN,CW & LW
STEELFRAME
(TF -46)
2 x 12 FASCIA
(W -46F)
314"o H.D.G. THRU ROD
WIHN, CW & LW Q FRAME
SECTION A -A
Scale: N.T.S.
DEL. 3xEI DOUG. FIR
WALERS Q MAINWALK
SINGLE 3x8
WALER
3/4"o THRU RODS
w/HN, CW & LW
Q FRAME
5/8" POLYMER
(P-46 or P -46A)
3/8"ox 3" CB
WHN, CW & I -W
(to attach ledgers)
3/4"o THRU ROD
w/HN, GW & LW
Q FRAME
SECTION Q-13
STEEL FRAME Scale- N.T.S.
(VARIES)
3/8"ox 3" CEI
w/HN, CW & LW
2 x 3 LEDGER
0 /-Attach to Frame
during Subassembly
0) 0
C: 0 A
E
2 x 12 FASCIA
#14 x 2" S.S. F. H. 5/8" POLYMER (W -46F)
WOODSCREWS (P-46)
3/8"ox 3" CB
w/HN, CW & LW
A N (to attach ledgers)
TRI -FRAME
ASSEMBLY
STANDARD 4'x 6'TRIANGLE
ASSEMBLY WITHOUT PILE.
RIGHT SIDE SHOWN.
0
0
314"o THRU RODS
w/HN, CW & LW
0 FRAME
0
DBL. 3x8 WALERS
B MAINWALK
Mainwalk
Scale: 3/4" = 1'-0"
UHMW BLOCK (UB -6)
* ONE (1) per BRACKET 112"o x 2" H.D.G.
PAD BRACKET UHMW SHIM (US -6) Carriage Bolts
-(PB-1) TWO (2) per BRACKET w/HN, CW & LW
5/8" POLYMER
(P -46A
H.D.G. PILE RING 3x8 WALER
(PR -12S) 2x8 WALER
32.
----------
-1z1F
L
3/8"ox 3" CB IX
W/HN,CW & LW
STEELFRAME ------
(TF-46A)
2 x 12 FASCIA
(W-46FA) 1/2" o x 2-1/2" M.B.
w/HN,LW & CW(2)
(8 Req'd)
SECTION C -C
Scale: N.T.S.
TRI -FRAME
ASSEMBLY (4)
STANDARD 4'x 6'TRIANGLE
ASSEMBLY WITH PILE.
LEFT SIDE SHOWN. REFER TO
DETAIL A/A2 FOR ALLASSEMBLY
DETAILS & MATERIALS NOT
INDICATED ON THIS DETAIL.
STEEL FRAME
(TF -46A)
2 x 12 FASCIA
(W-46FA)
0
1/2" o x 2" M.B.
w/ H N, LW & CW(2)
(8 Req'd) 0
0
5/8" POLYMER
(P -46A)
C
0
H.D.G. PAD 0
BRACKET (PB -1)
4 REQ'D
I W TI
0
0
0 0 0 0
H
UHMW BLOCK (UB -6) I\\-- H.D.G. PILE RING
ONE (1) per BRACKET (PR -12S)
UHMW SHIM (US -6)
TWO (2) per BRACKET
tsei am
punsow.
Innovative harbor
and waterfront solutions
UWA
IF
N
precision engineered flotation systems
--10
�—This drawing contains proprietary information which
is th: property of Bellingham Marine Industries, Inc.
and hall not be copied. reproduced or made available
to third parties without prior written permission from
Bel I ingham Marine Industries, Inc. UNIFLOAT.i. a
registered trademark of Bellingham Marine Industries. Inc.
oBellingharn Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Assembly Details
Fifename: A2- Asserrblies.Cad
�'Revisions:
Checked By:
Drawn by., D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet A2 of
Job No.
01-3-198
112"o H.D.G. Carriage Bolts
(Lengths May Vary- See Sht. 3A)
w/H N, CW & LW
5/8" POLYMER
(P-237)
3/8"ox 3" CB
w/HN,CW & LW
3/4"iax 2-1/2" S.S. STUD
w/H N, CW & LW
(3 REQ'D-Q INSERTS)
UHMW BLOCK and SHIM
CONFIGURATIONS VARY -
SEE SHT 3A FOR DETAILS
-------------
4--1: ------------- 11
STEELFRAME
(VARIES)
314"ox 5-3/4" MB
w/H N, PW, CW & LW
(4 per FRAME)
11 -3/4"
3/4"ox 4'-6" H.D * G.
THRU ROD
w/HN(2),PW(2) & LW(2)
1/2" o x 3-3/4" MACH. BOLT
w/H N, LW & CW(2)
(8 per PILE)
I I
39
A
3/4"ox 2-1/2" S.S. STUD
w/HN,CW & LW (9 INSERTS
(3 REQ'D)
0
0
U
1/2" o x 3-3/4" M. B.—
w/HN,LW & CW(2)
(8 Req'd)
SECTION A -A
Scale: N.T.S.
STEELFRAME
(VARIES)
W
PAD BRACKET
(PB -1)
2 x 3 LEDGERS
#1 4x 2" S.S. F.H.
WOOD SCREWS
314"ox 3" CB
w/HN,CW & LW
2 x 12 FASCIA
(212 -WI)
#14 x 2" S.S. F.H.
WOODSCREWS
2 x 12 ENDBOARD
(212-Wl)
5/8" POLYMER
(P-237)
H. D. G. PAD
BRACKET (PB -1)
4 per PILE
A
UHMW BLOCK AND SHIM
CONFIGURATIONS VARY -
SEE SHT 3A FOR INFO.
3/4"ox 3" CB
w/H N, CW & LW
LNUUAI E (A
ASSEMBLY �9)
2 x 3 LEDGERI 3/8"ox 3" CB 0 FINGER ASSEMBLIES
Install Prior To - Shipping w/H N, CW & LW
(During Subassembly) To Attach Ledger
NOTES:
1. CLEATS ARE TO BE INSTALLED ON
3x8 WALERS (AS SHOWN).
2. CLEATS MUST NOT STRADDLE THRU RODS.
3. CLEATS AT TRIANGLE FRAMES
SHALL BE AS CLOSE AS CONDITIONS
PERMIT TO ANGLE POINT.
4. MIDPOINT CLEATS SHOULD BE CENTERED AS
CONDITIONS PERMIT; AVOID LOCATING
CLEATS AT FLOAT JOINTS.
5. CLEATS ARE TO BE BMI 12" STD. GALV.- TYP.
6. VINYL DOCK BUMPER TO BE PREMIER
#RR -5005 (ALL WHITE )- TO BE INSTALLED
CONTINUOUS IN SLIPS ONLY DURING FIELD
ASSEMBLYMNSTALLATION (NOT TO BE DONE
DURING SUBASSEMBLY BY BMI).
7. ALL CORNER BUMPERS ARE To BE ASTRID
NAUTICS 10"VINYL CORNERS (WHITE).
TYP. BUMPER SECTION
(WALER CONFIGURATION VARIES)
CLEAT and BUMPER
ATTACHMENT
DETAILS
1-1/4" S.S. 15ga. Ring -Barb
Nails (3" D.C. Q SIDE)
P [F .... L
0 .... 10.
WALERS
0
FLOAT/PILE
LOCATION
CORNER BUMPER
DETAIL
1-114" S.S. COIL
ROOF NAILS
(0 4" O -C.- TOP)
VINYL DOCK BUMPER
(Premier #RR -5005)
All -White
1-1/4" S.S. COIL
ROOF NAILS
(Q 6" O.C.- SIDE)
10"VINYLCORNER
BUMPER
1-1/4" S -S. 15ga. Ring -Barb
Nails (3" 0 . C. Q SIDE)
ENDBOARD
12" STD. CLEAT
.G.)
3/8"o x 10" H.D.G. MACH. BOLTS
w/H N, LW & S 0. CLEAT WAS H E R
(2 per CLEAT)
CLEAT SECTION
(Typ. Q Fingers)
i3euingnam
M A R I N El
Innovative harbor
and waterfront solutions
UNjXL0A%Ttt
precision engineered flotation systems
F'rhis drawing contains proprietary information which
is the property of Bellingham Marine Industries, Inc.
and shall not be copied, reproduced or made available
to third p arties without prior written permission from
B ilingharn Marine Industries. Inc. UNIFLOAT.is a
registered trademark of Be Hingham Marine Industries, Inc:
.B.Ilingh.- Marine Industries. Inc.
Holmlgren
Dock
Supply
I Newport Beach, CA I
� Assembly Details
Filename: A3- Endgale CBD.Csd
�Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet A3 of
Job No.
01-3-198
Doug. Fir #1 S4S
r >
a)
VW
Q
2x 12
I - F -P- E I - I ' I
11 1/2" V-3 1/2" V-3 1/2
210 -WI 2 REWD
T-5 7/8" Overall
I :
2 x 10 S4S
0 0
0 1FC0
10,11.1 - 24" .1 181/2" 24" 101. \2-3/8"
W -46F T-2 1/2" (AS SHOWN) 1 REQ'D '*\�7116"o'
W-46FA (OPP. HAND) I REQ'n
1-1/2" 1-1/2"
2xlO S4S 33.7* 56.3*
4'x 6'TRIANGLE
11 -3/8" V-11 7/8" 2'-0" 11 -3/8"
W -44F 5'- 10 5/8" (as shown) 1 REQ'D, \�7/116"o HOLES
W-44FA Opp.hand) 1 REQ'D'
45* 45*
4'x 4'TRIANGLE FASCIA
Doug. Fir #1 S4S
17— >
W
2 x 8 ?.T
CO 0
F -*-E 1 V-3 1/2" 1 1
6" � V-3 1/2", 11-1/2"
4'-1 1/2"
28-W2 2 REWD
I F -p- E
5-3/4",
I Fj-- E I 1,_ 1/2,. ! jl'-3 1/2"1
5-j"t _3 SP. (9 12" O.C. 6 V-3 1/2"
28-W3 8'-6 1/4" 2 REWD
15 SP. @_ 12" O�C.= 15'-0"
I I
1, 11 -3/4"
28-W4 16'-6 1/2" 2 REQ'D
Doug. Fir #1 S4S
3 x 8
I F -P- E 1 1
5-3/4", 5 SP. (9 12" O.C.= 5'-0"
38-W5 6'-5 1/2" 2 REQT
I Fl --E
5-3/4", 12 SP. (@ 12" O.C.= 12'-0"
38-W6 17'-6 1/4"
W
(D
-6
_L
1 V-3 1/2" 1 1
1 V-6 1/2" ! -l'-3 1/2", 11"
2 REWD
Bellip9ham
F--- --eamp- ,
M A R I
Innovative harbor
and waterfront solutions
UN�
1AWL01
precision engineered flotation systems
F"This drawing contains proprietary information —w—hi—ch.."
is th: property of Bellingham Marino Industries, Inc.
and hall not be copied. reproduced of made available
to th I rd parties wil hout prim written permission from
Bel I ingharn Marine Industries, Inc. UNIFLOAT.Is
IrgW,r*d,Ir,d* .,1013.11ingharn Marino Industries. Inc.
aBe lingham Marino Industries, Inc.
Holmgre n
Dock
Supply
Newport Beach, CA
Standard & Special
Wood Fabrication
Filename: W1- Wood-I.Cad
Revisions:
Checked By:
Drawn by-. D. DeCaro
Scale: N. I S.
Date: 8-29-01
Sheet wi of
Job No.
01-3-198
900
ALL FILLER PANELS ARE
31-6 3/4" TO BE MADE FROM 5/811
ANTI-SKID GREY POLYMER -
RADIUS ALL FINISH EDGES 1/4
Field Locate & Cut
(y) 5/8" GRAY All Holes for Plies
POLYMER
(Starboard A.S.)
5-
8-3/8"/1 8-3/8"
�01'
P-237 (AS SHOWN) 2 REQ'D
C.0
C? 5/8" GRAY
POLYMER
(Starboard A.S.) 0
C�
90-, Typ- 6" V-6" V-6" 6"
41-011
P-44 (ASSHOWN) 2 REQ'D
STD. HOLES FOR
#14 S.S. F.H. SCREWS
-101, -
> STD. HOLES FC
#14 S.S. F.H. SCRE\A
STD. HOLES FOR
#14 S.S. F.H.,SCREWS
P-46
(ASSHOWN)
I
REQ'D
P -46A
(OPP.HAND)
I
REQ'D
Bellingham
Innovative harbor
and waterfront solutions
UNII WLDA%T,.
precision engineered flotation systTems]
r -This drawing contains proprietary information whic'h1
is the property of Bellingham Marine Industries, Inc.
and shall not be copied, reproduced or made av,fl,bla
to third parties without prior written permission from
B .1 Marine Industries, Inc. UNIFLOAT,,s
g,,:ingham
I. ared trademark ofBallingham Marine Industries, Inc.
QB, I lingharn Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Polymer Filler
Fabrication
Filename: Pl- Polymer.Cad
revisions:
Checked By:
Drawn by: D. DeCaro
Scale: N.TS.
Date: 8-29-01
Sheet Pi of
16.
Job No.
01-3-198
1, :
TYR /I
1-1/2"
T:
0
= I LU
0 0
1 0<
iD —
7/16"ox 1" L.G.
Slotted Holes
FABRICATE FROM ASTM A-36 STEEL.
HOT DIP GALVANIZE AFTER FABRICATION
IN COMPLIANCE WITH ASTM A-1 23-89A.
STAMP OR TAG PART I.D. ON EACH WELDMENT.
WELDMENTTYPE REQ'D
7
TF -46 (AS SHOWN) 1
TF -46A (OPP. HAND)
4'x6' Med. Duty Frame
Fabricate From
FAI L 3"x 3"x 1/4"
FB� 1/4" x 2" FlatBar
Cope ALL Top Legs
Flush
/iDB B
3116
0
-- — ----------
- ---------
- ----------
---- ----------
----------- ------------- -- ------------
2'-9" 7/16"o HOLES
FA� Typ. (9-) Top Legs
8 Req'd
0 ----------- 0 ----------- 0---+-+
0I
TYR >-
1/4"
1-1/2'
7/16"ox 1" L.G.
SLOTTED HOLES
= I
C14
�01'
2'-3"
FABRICATE FROM ASTMA-36 STEEL.
HOT DIP GALVANIZE AFTER FABRICATION
IN COMPLIANCE WITH ASTM A -123-89A.
STAMP OR TAG PART 1. D. ON EACH WELDMENT.
WELDMENT TYPE REQ'D
TF -44 (AS SHOWN)
TF -44A (OPP. HAND)
4'x4' Std. Duty Frame
Fabricate From
L Wx Yx 1/4"
Cope ALL Top
Legs Flush
(91,
0
14
7/16" HOLES
(Typ. 0 Top) I
Bellip9ham
M A �R I N E'
—.9111111111111— —d I
Innovative harbor
and waterfront solutions
UNP
precision engineered flotation systems
---'S
r'This drawing contains proprietary information which
is the property of Bellingham Marine Industries, Inc.
and shall not be copied, reproduced or made available
to third parties without prior written permission from
Bellingham Marine Industries. Inc. UNIFLOAT.is a
registered trademark of Bellingham Marine Industries. Inc.
QBellingharn Marine Industries, Inc.
01
Holmgren
Dock
Supply
Newport Beach, CA
Steel Parts
Fabrication
Filename: Sl- Steell.Gad
�-Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: As Noted
Date: 8-27-01
Sheet si of
Job No.
01-3-198
lu
m
3'-7"
6" 1'-3 1/2" 1'-3 1/2" 6"
0-1
0 0
E ------------------------ -------------------- -- - ---------
1'-6 114!' 1'-3 1/2" 9-1/4"
- - - - - - --- - - - - - - - - - - - - - - - I r - - - I - - - - - - - - - - - - - - - - - T - - - - - - - - - - -
0
0 0 0 0 0
:.0
0
(D
0
0:
:0
0
9116'ox 1-114"LG.
3-1/4"
N
SLOTTED HOLES
(12 REQ'D)
U1
1 - 1 /2"
1-1/8"
1
00
4—:C:o
Typ.
CD
TYP.
00
4=
0
1-3/16
0
TYP.
TYR
0
CD
CD
0
1-3116"
;it
3-3/4"
00
9116 -ax 1- 114- L G.
C�;
A—:
S LOTTED HOLES
00
-------------
0
T-
(12 REdD)
I
OT1-1/2"
0
0
0
0 0 0
------------- 1 --JL --- 4 ---------------
0 0 0 0 0
L---- ------------------ L- ----- 0 ---- ----- ----------
N
-------------------- -------
--0 0
PILE FRAME (g
ASSEMBLY'C'
FABRICATE FROM L YXYX1/4"
FABRICATE FROM ASTM A-36 STEEL.
HOT DIP GALVANIZE AFTER FABRICATION
IN COMPLIANCE WITH ASTM A -123-89A.
STAMP OR TAG PART I.D. ON EACH WELDMENI
WELDMENTTYPE REQ'D
PF -1 (AS SHOWN) I I
PILE FRAME P_
ASSEMBLY'B'
FABRICATE FROM L 3"x3"x1/4"
0 0
-------------------- -------------- :L-
1'-6 1/4" 1'-3 1/2" 9-1/4"
r------- r ---------------- -ir ---------------- --------
0
N0 0 0 0 0
:.0
(D
0
0:
:0
9116'ox 1-114"LG.
N
SLOTTED HOLES
(12 REQ'D)
U1
FABRICATE FROM ASTM A-36 STEEL.
HOT DIP GALVANIZE AFTER FABRICATION
IN COMPLIANCE WITH ASTM A -123-89A.
STAMP OR TAG PART I.D. ON EACH WELDMENI
WELDMENTTYPE REQ'D
PF -1 (AS SHOWN) I I
PILE FRAME P_
ASSEMBLY'B'
FABRICATE FROM L 3"x3"x1/4"
0 0
-------------------- -------------- :L-
1'-6 1/4" 1'-3 1/2" 9-1/4"
r------- r ---------------- -ir ---------------- --------
0
N0 0 0 0 0
:.0
(D
0
0:
9116'ox 1-114"LG.
SLOTTED HOLES
(12 REQ'D)
U1
4—:C:o
1
00
1- 1 /8"
TYP.
0
CD
CD
0
1-3116"
;it
TYR
C�;
A—:
00
Typ.
M
I
OT1-1/2"
4
0
0 0 0 0 0
L---- ------------------ L- ----- 0 ---- ----- ----------
04,
------------- 0 ------------------- 0 -------
Bellingham
Innovative harbor
and waterfront solutions
UNIPLOATt
prec is ion engineered flotation systems
rThis drawing contains proprietary information -w—hi-774
is th: propart y of Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made availa6le
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT, is a
registered trademark of Bellingham Marine Industries. Inc.
gBeilingham Marine Ind?strias. Inc.
Holmg- ren
Dock
Supply
Newport Beach, CA I
Steel Parts
Fabrication
Filename: S2- Steel2.Ced
rRevisions:
Checked By:
Drawn by: D. DeCaro
Scale: 1 11 = 1 1-01.
Date: 9-16-01
Sheet S2 of
Job No.
01-3-19&
(D
0
0
Bellingham
Innovative harbor
and waterfront solutions
UNIPLOATt
prec is ion engineered flotation systems
rThis drawing contains proprietary information -w—hi-774
is th: propart y of Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made availa6le
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT, is a
registered trademark of Bellingham Marine Industries. Inc.
gBeilingham Marine Ind?strias. Inc.
Holmg- ren
Dock
Supply
Newport Beach, CA I
Steel Parts
Fabrication
Filename: S2- Steel2.Ced
rRevisions:
Checked By:
Drawn by: D. DeCaro
Scale: 1 11 = 1 1-01.
Date: 9-16-01
Sheet S2 of
Job No.
01-3-19&
In
CHAMFER
ALL CORNERS
1-3/16"
TYP.
7/16"o HOLES
(IN CHANNEL)
V-3 1/2"
FABRICATE FROM ASTMA-36 STEEL.
HOT DIP GALVANIZE AFTER FABRICATION
IN COMPLIANCE WITH ASTMA-123-89A.
STAMP OR TAG PART I.D. ON EACH WELDMENT.
VVELDIVIENT TYP=REQ'D
PR -12S (AS SHOWN) 1 1 1
2 1/2"
1/4" x 3" FLATBAR
3" 1 1/2"
C\1
D 0-
4" 4"
1-1/2"
6" x 8
CHANI's
9/16 "x 1 " Ig.
Slotted Hole�
11 If
Pile Ring for 12" Sq. Pile
9/16"ox 1-1/4" LG.
C11 r1%_I7_=r'% L-Jrl%l C:Cl-
TYPICAL
1/2"
1-1/2"
-�CHAIVIFER
r
Cq
711 r"ix POLES with
1-1/8"o x 5/8",
COUNTERBOR
_j
1-1/2" Thk.
FABRICATE FROM REPROCESSED LIHMW
(MAYBE VIRGIN IF AVAILABILITY DICTATES).
ALL LIHMW PARTS TO BE BLACK IN COLOR.
I VVELDMENTTYPE REQ'D
I UB -6 (AS SHOWN) 12
UHMW RUB BLOCKS
1-1/2" 311 - 1-1/2"
7/16"o H LF -q
2 Rei
I L
1" Thk.
1-1/2" 311 1-1/2"
Drill 91163"m "n, —
Then Slot Down (j
1/4" Thk.
O.T
0
-0
(u
0
FABRICATE FROM REPROCESSED UHMW
(MAY BE VIRGIN IF AVAILABILITY DICTATES).
ALL LIHMW PARTS TO BE BLACK IN COLOR.
WELDIVIENTTYP
U B-7 (AS SHOWN) 2
1" thk. UHMW BLOCK
(USE AS A SHIM)
co
FABRICATE FROM REPROCESSED LIHMW
(MAY BE VIRGIN IF AVAILABILITY DICTATES).
ALL LIHMW PARTS TO BE BLACK IN COLOR.
I WELD MENITTYPE I REQ'D I
US -6 (AS SHOWN) 1 22 1
C0
1- -1 3" j
1-1/2" . 1-1/2"
UHMW SHIMS
Belfin%ham
A - R I N E
Innovative harbor
and waterfront solutions
UWA
i
IF
N
precision engineered flotation systems
F -This drawing contains proprietary information which
is th: property of Bellingham Marino Industries, Inc -
and hall not be copi.d. reproduced or made available
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT,I. a
registered trademark of Bellingham Marine Industries, Inc.
oBellingham Marine Industries, In -
Holmgren
Dock
Supply
Newport Beach, CA
Steel Parts
Fabrication
UHMW
Fabrication
Filename: S3- Steel3.Cad
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: 11, = 1 '_0
Date: 9-16-01
Sheet S3 of
Job No.
01-3-198
FABRICATE FROM ASTM A-36 STEEL.
HOT DIP GALVANIZE AFTER FABRICATION
IN COMPLIANCE WITH ASTM A -123-89A.
STAMP OR TAG PART I.D. ON EACH WELDMENT.
8" x 3"
BAR
WELDIVIENITTYPE F'REQ'D
-AT
PB -1 (AS SHOWN) 12
PAD BRACKET FOR
UHMW BLOCKS
00
Cq
711 r"ix POLES with
1-1/8"o x 5/8",
COUNTERBOR
_j
1-1/2" Thk.
FABRICATE FROM REPROCESSED LIHMW
(MAYBE VIRGIN IF AVAILABILITY DICTATES).
ALL LIHMW PARTS TO BE BLACK IN COLOR.
I VVELDMENTTYPE REQ'D
I UB -6 (AS SHOWN) 12
UHMW RUB BLOCKS
1-1/2" 311 - 1-1/2"
7/16"o H LF -q
2 Rei
I L
1" Thk.
1-1/2" 311 1-1/2"
Drill 91163"m "n, —
Then Slot Down (j
1/4" Thk.
O.T
0
-0
(u
0
FABRICATE FROM REPROCESSED UHMW
(MAY BE VIRGIN IF AVAILABILITY DICTATES).
ALL LIHMW PARTS TO BE BLACK IN COLOR.
WELDIVIENTTYP
U B-7 (AS SHOWN) 2
1" thk. UHMW BLOCK
(USE AS A SHIM)
co
FABRICATE FROM REPROCESSED LIHMW
(MAY BE VIRGIN IF AVAILABILITY DICTATES).
ALL LIHMW PARTS TO BE BLACK IN COLOR.
I WELD MENITTYPE I REQ'D I
US -6 (AS SHOWN) 1 22 1
C0
1- -1 3" j
1-1/2" . 1-1/2"
UHMW SHIMS
Belfin%ham
A - R I N E
Innovative harbor
and waterfront solutions
UWA
i
IF
N
precision engineered flotation systems
F -This drawing contains proprietary information which
is th: property of Bellingham Marino Industries, Inc -
and hall not be copi.d. reproduced or made available
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT,I. a
registered trademark of Bellingham Marine Industries, Inc.
oBellingham Marine Industries, In -
Holmgren
Dock
Supply
Newport Beach, CA
Steel Parts
Fabrication
UHMW
Fabrication
Filename: S3- Steel3.Cad
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: 11, = 1 '_0
Date: 9-16-01
Sheet S3 of
Job No.
01-3-198
L
Finger Float:
3m7/8
( 1 Req'd ) .
ALL FLOATS ARE TO BE
'FINISH EDGED'WITH PICTURE
FRAME AROUND PERIMETER
(Unless Noted)
#3 VERTICAL REBAR IS REQUIRED
AT AL L VE RTI CAL B EAM S
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Chamfer Q
Top of Ea. Sidewall
SOLID POLYSTYRENE
,CORE (TYP.)
2" Thk. Bottom
End View
T-11 1/2" Overall
5-3/4" 3/4" PVC TUBES g 12" O.C. 5-3/4"
1 " Vertical Chamfer
All Exterior Corners
Tooled Edge
Around Float
.2
CU
>
a)
C; W
1-1/2" Thk.
Sides
CL
04 >,
1-1/2"
Lip
1-1/2" Thk.
Ends
1 " Chamfer @?All
Bottom Edges
r - - - - - - - - - - - - —, t I- T - - - - - - - - - J4,- - r- - - r r - - - - - - - - -
q, - - - - - - - - - I- I
L4-!
2" x 2" Vertical
Interior Chamfer (Typical)
fill lill
z
0
0
J- - - - - - - - - - - - - - - - - - - - - - - - J,
Plan View
ED
#3 Epoxy Rebar
Around Perimeter
(Top Only)
2" x 2" Charnfer
Typical
2" x 3" Vert.
Concrete Beam
(2 per Side)
IS -
2" x 2`7 14 x 14
Welded Wire Mesh
(Typ. Top & Btm.)
4" Typ.
M
ZY)
2" x 3" Vert. Concrete Beam
(Full Depth) - 2 per Side
w/ #3 VERTICAL REBAR
2" Deck
(Typical)
IR
2" Typ.
POLYSTYRENE
CORE 2" x 2" Chamfer
(Typ. Q Btm.)
Is 0 11
L 2" x 2'714 x 14
Side View Welded Wire Mesh
(Typ. Q Btm.)
En
C:
0
CL Z,
W
0
(D
a)
0 -
Bellingham
M A R I N E�
Innovative harbor
and waterfront solutions
%T'
LOA
Nip
U''
... .... on engineered flotation systems
F -This drawing contains proprietary information which
is th: property at Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made available
to th 1 rd pa 'tie. without prior written permission from
Bel�inghtam Merin I Industries, Inc. UNIFLOAT.I. a
regis ered,, radem ark of B:Irlingham Marine IndusWes. Inc.
t— oB. ingham M in. Incipstries, Inc.
— - - —d
Holmgren
Dock
Supply
Newport Beach, CA
Float Fabrication -
3 -7/8
Filename: Fl- 378 Float.Cad
Revisions:
Checked By:
Drawn by:
D. DeCarci
Scale:
3/4" = 11-0..
Date:
8-27-01
Sheet F1
of
Job No.
01-3-198
so
Finger Float:
3m7/8i
( 2 Req'd )
ALL FLOATS ARE TO BE
'FINISH EDGED'WITH PICTURE
FRAME AROUND PERIMETER
(Unless Noted)
#3 VERTICAL REBAR IS REQUIRED
AT ALL VERTICAL BEAMS
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Chamfer Q -
Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
a 1 4
1-3/4" Thk. Bottom
End View
T-11 1/2" Overall
I" Vertical Chamfer a 1 5-3/4" 3/4" PVC TUBES Q 12" O.C.
All Exterior Corners -\ I :
5-3/4"
I r - - - - - - - - - T++ -i - - - - - - - - - I --------- r T ----------- r--r"r --------- i
00 L4—!
43 Epoxy Rebar
2" X 2" Vertical
(Thru Insert Loops) Interior Chamfer (Typical) ::I;
W
1111 till
z
till till
0
0
till till till M
till 'ill I I::
............... 1, J L LI -------- ---------- i L ----- ---------- J41j,
3/4" LOOP INSERTS
(18-8S.S.)
2 REQ'D- THIS END ONLY
Tooled Edge
Around Float
CL C:
>
a)
AW
1-1/2" Thk.
Sides
CL
04 >,
1-1/2"
1 Lip
1-1/2" Thk.
Ends
1 " Chamfer Q All
Bottom Edges
Plan View
2" x 2"' 14 x 14
#3 Epoxy Rebar Welded Wire Mesh
Around Perimeter (Typ. Top & Btm.)
(Top Only) I
4" Typ
ICU
W
�11 &
co
2" x 3" Vert. Concrete Beam
(Full Depth) - 2 per Side
w/ #3 VERTICAL REBAR
01 101 1 1 1 101 101 101 1 101 1 1 1 10
2" Deck
(Typical)
2" x 2" Chamfer 2" Typ.
Typical %
POLYSTYRENE
CORE 2" x 2" Chamfer
(Typ.(§ Btm.)
2" x 3" Vert.
Concrete Beam
�2 per Side)
Al
L 2" x 2'714 x 14
Side View Welded Wire Mesh
(Typ. Q Btm.)
�Z
" 4-
a) W
a)
C)
co
a)
CL
BeLfingham
M- A R I N E;
Innovative harbor
and waterfront solutions
N41
U 14CLOA%Tti�
N
I, precision engineered flotation systems 00
This drawing contains proprietary information which
1. the property of B @Ili. gham Marine Industries, Inc.
and shall not be copied, reproduced or made available
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOAT.is a
r.gist—d trademark of Bellingham Marine Industries, Inc.
. Bellingham Mari no Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA �
Float Fabrication:
3-7/8i
Filename: F2- 3781 Float.Cad
Revisions:
Checked By:
Drawn by:
D. DeCaro
Scale:
3/4" = 11-01,
Date:
9-18-01
Sheet F2
of
Job No.
01-3-198
M
T-1 1 1/2" Overall
Finger Float:
1 5-3/4" 3/4" PVC TUBES 9 12" O.C. 5-3/4"
3=7/8FA 1 Vertical Charnfer Q
All Exterior Corners
2 Req'd ) .
--------- --------- ILL, --------
f - - - - - - T +1 +1 -1 - - I P rr"r - - - - - - - -
f L4—!
It
it
ALL FLOATS ARE TO BE
\i, 2" x 2" Vertical
'FINISH EDGED'WITH PICTURE
Interior Chamfer (Typical)
! 1: � co
FRAME AROUND PERIMETER 1111 lilt — 1111 lilt
z I I
(Unless Noted)
0
0
#3 VERTICAL REBAR IS REQUIRED
AT ALL VERTICAL BEAMS lilt lilt lilt lilt
lilt
----------- 1 +1
J L L I -------- J_j_i_l --------- -------- j11j--_I L lt�]_ --------
J11
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Chamfer Q
Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
a I 'a
1-1/2" Thk. Bottom
End View
Tooled Edge
Around Float
CL C
P.0
CU
>
4)
1-1/2" Thk.
Sides
.CL
CL
04
1-1/2"
Lip
1- 1 /2" Thk.
Ends
1" Chamfer Q All
Bottom Edges
Plan View
#3 Epoxy Rebar
Around Perimeter
(Top Only)
Eel
2" x 2" Chamfer
Typical
2" x 3" Vert.
Concrete Beam
(2 per Side)
ce
2" x 2"/ 14 x 14
Welded Wire Mesh
(Typ. Top & Btm.)
4" Typ.
0
0
(y)
2" x 3" Vert. Concrete Beam
(Full Depth) - 2 per Side
w/ #3 VERTICAL REBAR
2" Deck
(Typical)
0
U)
0
211 Typ.
C) 0
POLYSTYRENE cu
CORE 2" x 2" Chamfer (D 0
cy) "
(Typ.(§ Btm.) a)
Side View
2" x 2'714 x 14
Welded Wire Mesh
(Typ. g Btm.)
Be Lfingham
,-"qoomw-
M A R I N,E;
-dommi..- -
Innovative harbor
and waterftont solutions
UNj)KL0A%T,5,
precision engineered flotation systems
-_ 7.1
This drawing contains proprietary information which
I. the property of B &Ili, gham Marino Industries, Inc.
and shall not be copied. reproduced or made available
to third parties without prior written permission from
13al lingham Marine Industries. Inc. UNIFLOATis a
registered trademark of Bellingham Marine Industries. Inc.
e, Bellingham Marine Incipstries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Float Fabrication-
3-7/8FA
Filename: F3- 378FA Float.Cad
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: 3/4" = V-011
Date: 9-18-01
Sheet F3 of
Job No.
01-3-198
T-11 1/2" Overall
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Chamfer Q -
Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
a 1 41
1-1/2" Thk. Bottom
End View
3/4" LOOP INSERTS
(18-8S.S.)
2 REQ'D EACH END
Tooled Edge
Around Float
0-
.2
CU
>
(D
C; W
1-1/2" Thk.
Sides
CL
04
1-1/2"
Lip
1-1/2" Thk.
Ends
1 " C hamfer Q Al I
Bottom Edges
Plan View
#3 Epoxy Rebar
TAround Perimeter
(Top Only)
\-2" x 2" Chamfer
— Typical
2" x 3" Vert.
Concrete Beam
(2 per Side)
to
2" x 3" Vert. Concrete Beam
(Full Depth) - 2 per Side
w/ #3 VERTICAL REBAR
2" x 2"/ 14 x 14
Welded Wire Mesh 2" Deck
(Typ. Top & Btm.) (Typical)
211 Typ.
POLYSTYRENE
CORE
4" Typ.
01 1 101 1 1 1 101 10
2" x 2" Chamfer
(Typ. g Btm.)
10 11
L 2" x 2"/14 x 14
Side View Welded Wire Mesh
(Typ. Q Btm.)
CL
W
0
Q
C
0
4 -
ICU
ICU
a)
CD
W 14-
E
Bellinq,h,am
ad
Innovative harbor
and waterfront solutions
mom
Precision engineered flotation systems
This drawing contai;s proprietary Information whj�ch
I . th: property of Bellingham Marine Industries, Inc.
an d hall not be copied, reproduced or made available
to third parties without prior written permission from
Bel�lnghsm Marine Industries, Inc. UNIFLOAT.is a
,a gis ered trademark of Bellingham Marine Industries, Inc.
oBellingham Marine Industries, Inc.
Holmgren
Dock
supply
Newport Beach, CA
Float Fabrication:
3-7/8Rii
Filename: F4- 378Rii Floatcad
01 Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: 3/4" = 11-0..
Date: 9-18-01
Sheet F4 of
Job No.
01-3-198
1 5-3/4"
3/4"
PVC TUBES 12"
O.C.
5-3/4"
1
Ramp Float:
1 Vertical Chamfer Q
All Exterior Corners
F
3m7/8RH
11
- - - - - - -j-1 - - - - - - - - - - rtLT - - - - - - - - - - - - - - - - - - -
--j-I -----------
"M
1 Req'd
fill
[oil
lift
III[
lilt
III
1 ::17
#3 Epoxy Rebar
2" X 2" Vertical
(Thru Insert Loops)
Interior Charnfer (Typical)
z
ALL FLOATS ARE TO BE
'FINISH EDGED'WITH PICTURE
iL
FRAME AROUND PERIMETER
I
lilt
(Unless Noted)
0
o
lilt
Ill,
Ill,
IM
lilt
#3 VERTICAL REBAR (NOT SHOWN) IS
REQUIRED AT ALL VERTICAL BEAMS
lilt lilt
----------
---------
Ltt-1
zo
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Chamfer Q -
Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
a 1 41
1-1/2" Thk. Bottom
End View
3/4" LOOP INSERTS
(18-8S.S.)
2 REQ'D EACH END
Tooled Edge
Around Float
0-
.2
CU
>
(D
C; W
1-1/2" Thk.
Sides
CL
04
1-1/2"
Lip
1-1/2" Thk.
Ends
1 " C hamfer Q Al I
Bottom Edges
Plan View
#3 Epoxy Rebar
TAround Perimeter
(Top Only)
\-2" x 2" Chamfer
— Typical
2" x 3" Vert.
Concrete Beam
(2 per Side)
to
2" x 3" Vert. Concrete Beam
(Full Depth) - 2 per Side
w/ #3 VERTICAL REBAR
2" x 2"/ 14 x 14
Welded Wire Mesh 2" Deck
(Typ. Top & Btm.) (Typical)
211 Typ.
POLYSTYRENE
CORE
4" Typ.
01 1 101 1 1 1 101 10
2" x 2" Chamfer
(Typ. g Btm.)
10 11
L 2" x 2"/14 x 14
Side View Welded Wire Mesh
(Typ. Q Btm.)
CL
W
0
Q
C
0
4 -
ICU
ICU
a)
CD
W 14-
E
Bellinq,h,am
ad
Innovative harbor
and waterfront solutions
mom
Precision engineered flotation systems
This drawing contai;s proprietary Information whj�ch
I . th: property of Bellingham Marine Industries, Inc.
an d hall not be copied, reproduced or made available
to third parties without prior written permission from
Bel�lnghsm Marine Industries, Inc. UNIFLOAT.is a
,a gis ered trademark of Bellingham Marine Industries, Inc.
oBellingham Marine Industries, Inc.
Holmgren
Dock
supply
Newport Beach, CA
Float Fabrication:
3-7/8Rii
Filename: F4- 378Rii Floatcad
01 Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: 3/4" = 11-0..
Date: 9-18-01
Sheet F4 of
Job No.
01-3-198
110
Finger Float:
3 = 719
( 2 Req'd )
ALL FLOATS ARE TO BE
'FINISH EDGED'WITH PICTURE
FRAME AROUND PERIMETER
(Unless Noted)
I" Vertical Chamfer 5-3/4"
—1
All Exterior Corners F F
#3 VERTICAL REBAR (NOT SHOWN) IS
REQUIRED ATALL VERTICAL BEAMS
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Charrifer g
Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
WQ0 I
2" Thk. l3oftom
End View
Tooled Edge
Around Float
CL C:
>
C0
CV) W
1-1/2" Thk.
Sides
#3 Epoxy Rebar
g Btm. Lengths
1-1/2"
Lip
2" Thk.
Ends
1 " Chamfer g All
Bottom Edges
8'-11 1/2" Overall
3/4" PVC TUBES (§ 12" O.C.
5-3/4"
r j ____u --------- LI ----
I to 1 1—
L : I : L I'J : of L J :11
it, lilt I lilt
\:,,-2" x �!"�ertical it
Interior Charnfer (Typical) I I I I lilt lilt I f I 1 1:
iL
fill
lilt fill
0
0
it lilt '111 lilt lilt lilt it
loll
-------- L--:""Jl -------- 11-, -------- L'"Ll -- -1 L--14-1-1 -------- 1 -t -o-1--1 L-J44J -------- IL I",
Plan View
#3 Epoxy Rebar
Around Perimeter
(Top Only)
01 10
2" x 2" Channfer
Typical
2" x 3" Vert.
Concrete Beam
(3 per Side)
4" Typ.
Ca
L—
(D
loll
L
co
2" x 3" Vert. Concrete Beam
(Full Depth) - 3 per Side
w/ #3 VERTICAL REBAR
2" Thk. Deck
(Typical)
H Uo Uo H H
W
a- 0
2" Typ. a) .—
(D
POLYSTYRENE
CORE 2" x 2" Chamfer C)
(Typ. (� CO
Btm.)
Side View
2" x 2'714 x 14
Welded Wire Mesh
(Typ. g Top & Btm.)
tseinngnam
Innovative harbor
and waterfront solutions
UNj1KL0AqT,,,
precis.on engineered flotation systems
"This drawing contains proprietary information w7i—ch4
is th: property of Bellingham Marine Industries, Inc.
and hall not be copied, reproduced or made a-ilable
to third parties withou t prior written permission from
Bellingham Me rine Industries, Inc. UNIFLOATis a
registered trademark of B ellingham Marine Industries. Inc.
f
Bellingham Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Float Fabrication:
3-7/9
Filename: F5- 379 Float.Cad
Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: N.T.S.
Date: 9-18-01
Sheet F5 of
Job No.
01-3-198
9'-5 1/2" Overall
Finger Float: 1 Vertica I Chamfer (g 11-3/4" 3/4" PVC . TUBES (P_ 12" O.C. 5-3/4"
All Exterior Corners
3=7/9w5Em1
r I r T Tr -,--1 i, r -1 r ---------- i I --------------- j ------------
I If I I 'I I
W I I L L T J 1 11 1 1 11 1 1 1 1 LTJ I I I I I
Tj
1 Reqd
till
x 2" Vertical
#3 Epoxy Rebar
fill IIII
(Thru Insert Loops) Interior Charnfer Jill 1111 1111
ALL FLOATS ARE TO BE
'FINISH EDGED'WITH PICTURE z
:11: :11, 1
IIII fill
FRAME AROUND PERIMETER
lilt
C*4 0
(Unless Noted) 0
IM fill
#3 VERTICAL REBAR (NOT SHOWN) IS
if: [I:
REQUIRED AT ALL VERTICAL BEAMS
Fj-1 F- -1
I F 6-1 — '-414 1 ------- 1'4' 1 ' —111" ------- III
CD _i L 441 ------ L
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Chamfer 9
Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
1-1/2" Thk.
Bottom
End View
3/4" LOOP INSERTS
(18-8S.S.)
2 REQ'D- THIS END ONLY
[Tooled Edge
Around Float
CL
>
C? W
CV)
1-1/2" Thk. 1-1/2"
Sides Lip
1-1/4" Thk.
#3 Epoxy Rebar Ends
I@ Btm. Lengths
1 " Chamfer g All
Bottom Edges
2" x 3" Vert. Concrete Beam
(Full Depth) - 3 per Side Plan View
w/ #3 VERTICAL REBAR
#3 Epoxy Rebar
2" x 3" Vert.
Concrete Beam 2" x 2'714 x 14
(3 per Side) Welded Wire Mesh
(Typ. (§ Top & Btm-)
Side View
M
L—
d)
U)
C
CL .2
a)
a)
0
Cir)
CL
nemp9nam
M A R I N E:
Innovative harbor
and waterfiont solutions
UmIFLO, A%T,�
precision engineered flotation systems
This drawing contains proprietary information which
is the property of Bellingham Marine Industries, Inc.
and shall not be copied, reproduced or mad: available
to third parties without prim written parmissi n from
,Bel:ingham Marine Industries, Inc. UNIFLOAT.i. .
egis ered trademark of Bellingham Marine Industries, Inc.
le oBellingharn Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Float Fabrication:
3-7/9.5Ei
Filename: F6- 379.5Ei Float -Cad
Revisions:
Checked By:
fee
Drawn by:
D. DeCaro
Scale:
N.T.S.
Date:
9-18-01
Sheet FIS
of
Job No.
01-3-198
Finger Float:
3=7/1 0
( 1 Req'd )
ALL FLOATS ARE TO BE
'FINISH EDGED'WITH PICTURE
FRAME AROUND PERIMETER
(Unless Noted)
*3 VERTICAL REBAR (NOT SHOWN) IS
REQUIRED ATALL VERTICAL BEAMS
3/4" PVC TUBING
(for Thru Rods)
3" x 3" Charnfer (9
Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
2" Thk.
Bottom
End View
1 " Vertical Chamfer Q 5-3/4"
All Exterior Corners
Tooled Edge
Around Float
1
0- C
0
cu
CL
>
N
a)
C?
co Uj
1-3/4" Thk.
Sides
#3 Epoxy Rebar
Q Btm. Lengths
1-1/2"
Lip
1-3/4" Thk.
Ends
1 " Chamfer @? All
Bottom Edges
9'-11 1/2" Overall,
3/4" PVC.TUBES (g 12" O.C.
5-3/4"
U- ii ---------- I
U --------- Ll ----i
oil
L,1 L�J L,J
2" x 2" Vertical
Interior Chamfer (Typical)
z
0
0
in
r I F 1
6 A ------------------------
1�1111 -------- ILI -,--j L "I'll -------- 11 ----------- L,",—:— i
Plan View
#3 Epoxy Rebar
2" x 3" Vert.
Concrete Beam
(3 per Side)
2" x 3" Vert. Concrete Beam
(Full Depth) - 3 per Side
w/ #3 VERTICAL REBAR
L 2" x 2"/14 x 14
Side. View Welded Wire Mesh
(Typ. g Top & Btm.)
2" Thk. Deck
(Typical)
M
A r- -1
,
CL
a)
a)
0
.2
memqgnam
P7
M 'A R I N E�
Innovative harbor
and waterf
ront solutions
UNIX71DAtT,
precision engineered flotation systems
rT—hi.d—i.g contains proprietary Information wh—ic—h.'t
I. the property of Bellingham Marine Industries. Inc.
and shall not beicopied, !eproduc.d or made available
to third parties w thmt pnor written permission from
'Bel:ingham Marine Industries, Inc. UNIFLOAT.is a
"'gis iered trademark of Bellingham Marine Industries, Inc.
Bellingham Marine Industries. Inc. —d
Holmg.ren
Dock
Supply
Newport Beach, CA
Float Fabrication:
3-7/10
Filename: F7- 3710 Float -Cad
Revisions:
Checked By:
'Drawn by: D. DeCaro
Scale: N.TS.
Date: 9-18-01
Sheet F7 of
ik..
Job No.
01-3-198
I #
I V
I -P
0
Finger Float:
3=7/1 OE i
( 1 Req'd )
ALL FLOATS ARE TO BE
'FINISH EDGED'WITH PICTURE
FRAME AROUND PERIMETER
(Unless Noted)
#3 VERTICAL REBAR (NOT SHOWN) IS
REQUIRED AT ALL VERTICAL BEAMS
3/4" PVC TUBING
(for Thru Rods)
r 3" x 3" Chamfer @? -
0 Top of Ea. Sidewall
SOLID POLYSTYRENE
CORE (TYP.)
1-1/2" Thk.
Bottom
End View
1 " Vertical Chamfer @ —\
All Exterior Corners
#3 Epoxy Rebar
(Thru Insert Loops)
A
04
A
3/4" LOOP INSERTS
(18-8S.S.)
2 REQ'D- THIS END ONLY
Tooled Edge
Around Float
CL C:
P.O
cu
>
1-1/2" Thk.
Sides
#3 Epoxy Rebar
@ Btm. Lengths
5-3/4"
9'-11 1/2" Overall
3/4" PVC TUBES Q 12" O.C.
5-3/4"
1-1/2"—
Lip
1-1/2" Thk.
Ends
1 " Chamfer @) All
Bottom Edges
2" x 3" Vert. Concrete Beam
(Full Depth) - 3 per Side
w/ #3 VERTICAL REBAR
#3 Epoxy Rebar
Around Perimeter
2" x 3" Vert.
Concrete Beam
(3 per Side)
Plan View
L 2" x 2'714 x 14
Side View Welded Wire Mesh
(Typ. g Top & Btm.)
2" Thk. Deck
(Typical)
cu
CL
co
CIO
C
.2
Q
cc
cu
,f�
iM A R I N E
Innovative harbor
and water"Lront solutions
precision engineered flotation systems
F -This drawing contains proprietary information which
is the property of Bellingham Marine Industries, Inc.
and shall not be copied. reproduced of made —ailable
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOATais a
registered trademark of Bellingham Marine Industries, Inc.
Bellingham Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Float Fabrication:
. 3-7/1 OB
Filename: F8- 3710Ei Flost.Cad
j
�Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: N.T.S.
Date: 9-18-01
Sheet F8 of
%� ---.4
Job No.
01-3-198
L i
-----------
U ---------- Li-
-Iii - - - -
L 'i
T
- - - - U - - -
- - - -
- L
L
T J
- - - - - - -
-
::I \-2" x
2" Vertical
lilt
Interior Chamfer (Typical)
:11
z
fill
I
;II:
0
0
:11,
lift
lilt
lift
��4
F
6
---------
1
r
---------
lilt
---------
lilt 4-1
r
'S
-1 -------
t-t4J-- i
-IIIJ
11 41 J --------
11
�!-
J L -:1'4"
LA141-1
LI -LL- J L
--144J--- -----
L JI
j
1-1/2"—
Lip
1-1/2" Thk.
Ends
1 " Chamfer @) All
Bottom Edges
2" x 3" Vert. Concrete Beam
(Full Depth) - 3 per Side
w/ #3 VERTICAL REBAR
#3 Epoxy Rebar
Around Perimeter
2" x 3" Vert.
Concrete Beam
(3 per Side)
Plan View
L 2" x 2'714 x 14
Side View Welded Wire Mesh
(Typ. g Top & Btm.)
2" Thk. Deck
(Typical)
cu
CL
co
CIO
C
.2
Q
cc
cu
,f�
iM A R I N E
Innovative harbor
and water"Lront solutions
precision engineered flotation systems
F -This drawing contains proprietary information which
is the property of Bellingham Marine Industries, Inc.
and shall not be copied. reproduced of made —ailable
to third parties without prior written permission from
Bellingham Marine Industries, Inc. UNIFLOATais a
registered trademark of Bellingham Marine Industries, Inc.
Bellingham Marine Industries, Inc.
Holmgren
Dock
Supply
Newport Beach, CA
Float Fabrication:
. 3-7/1 OB
Filename: F8- 3710Ei Flost.Cad
j
�Revisions:
Checked By:
Drawn by: D. DeCaro
Scale: N.T.S.
Date: 9-18-01
Sheet F8 of
%� ---.4
Job No.
01-3-198
3
O
0
U
B YERS' NAME(S)
ADDRESS OF FACILITY:
PERMIT
�OCHD
-tt
TELEPHONE NO. I
707
F,,.. --ICHECK NO. ljpAT
MAI�ING ADDRESS. �'-t
(ABOVE NAMES TO BE Ty PED)
COUNCIL
I
-'WO V
�OCHD
-tt
SE LLERS"NAME(S) BUYERS'.;OAME(S)
ENG
(ABOVE NAMES TO BE Ty PED)
COUNCIL
PUBLIC WORKS
SIGNATURE OF SELLER FIBU-YER
DEPT.
ESCROW
SIGNATURE OF SELLER SIGNATURE OF BUYER
84,13 19
INSPECTION
SIGNATURE OF JOINT OWNER
�EE
APPLICATI PWAPPROVED (DATE)
ElCITY
HARBOR COORDINATOR
SPECIAL CONDITIONS: THIS PERMIT IS REVOCABLE
BY THE CITYCOUNCIL IN ACCORDANCE,WITH TITLE I 7
OF THE MUNICIPAL CODE.
CITY OF, NEWPORT SEA CH, CALIF. WX FORM 06-20.13 REV:
I
4.
7T,
torl s Initials
CITY OF NEWPORT BEACH
P.O. BOX 1768, NEWPORT BEACH, CA 92659-1768
August 2, 1991
Mariners Escrow
4 Corporate Plaza
Newport Beach,Ca 92660
Attn: Escrow 6556 ls
Sirs:
The City of Newport Beach Marine Department has received a request
to transfer pier permit 0200-707-1 for the property located at 707
Bayside Drive, Newport Beach, CA. The facility was inspected on
7/23/91.
We cannot transfer the pier permit until the following
deficiency(ies) has/have been corrected and WE HAVE BEEN NOTIFIED
OF THE CORRECTION:
1. A City -approved anti -syphon device is required at the water
connection for the water supply to the pier and float. A sketch
showing the approved type of device and its installation is
enclosed.
The City Harbor Permit Policies state:
10.D. "At the time of transfer, all harbor structures
shall be inspected for compliance with the city's minimum
plumbing, electrical and structural requiremenmts, and
the conditions of the existing permit. All structural
deficiencies must be corrected prior to transfer of the
permit."
A permit for plumbing or electrical work must be obtained from the
Building Department of the City.
PLEASE ADVISE THIS DEPARTMENT WHEN THE ABOVE DEFICIENCIES HAVE BEEN
CORRECTED. When we have been notified, the structure will again be
inspected and when the requirements have been met the pier permit
will be transferred. Included in requirements for transfer of the
pier permit is the $300 transfer fee and the signed transfer card.
You can telephone 714-644-3044 to request a reinspection of the
structure. If you have questions, please call this number.
C; 001
Tony Melum, Tidelands Administrator
3300 Newport Boulevard, Newport Beach
2. Pl umbi ng:
3. Electrical:
4. Structural:
REMARKS:
a260-707
CITY OF NEWPORT BEACH
0 �'�j
CALIFORNIA
-11, P01K City Hall
3300 W. Newport Blvd.
Area Code 714
640-2156
,October 4, 1979
Waterfront Inc. -
2436 W. Coast Highway
Newport Beach, CA 92663
Dear Sir:
The City of Newport Beach has received an application to transfer
pier permit #200-707 for the property located at 707 Bayside
Drive.
The structure was inspected on 10/3/79 at which time it was
determined that the structure conforms to the City standards.
Upon receipt of the $165.00 transfer fee and the completed forms,
this pier permit will be.transferred as requested.
Sincerely,
Tony Me;/m
Harbor Inspector
Marine Department
TM:111
STATUS SHEET
HARBOR PERMITS
TRANSFER
Location �ho �- f Permit # -7
200 67
Date Application Received Fee -Rec1d
Oral Request for Inspection
Escrow Co. Date
:;-O,-15//Date Inspection Made
Date Deficiency Letter Sent (if applicable)
Date Deficiency Corrected (if applicable)
Date Orange County Notified (if applicable).
Date Transfer Completed
C
S P L
11 jww
GiO i'icnqport DrIve
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00111" V. FOLEY
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fo r utich
STATUS SHEET
HARBOR PERMITS
LOCATION__:Z2 :Z
-New X
Revision
Dredging
Date Rec I v-
Fee Amt. Fee
Processed
Date Reviewed
by M.S.D. 7
Approved
Denied
Correction
Req1d. Desc.
City Council:
Approved Denied
Remarks
DATE MATERIAL SENT/APPROVED
C.O.E. SCRZCC SARWQCD
J.H.C. Or.Co. T.I.C.
Application
4-7
2.
Consent Letter
3.
"Waste" Letter
4.
Drawings
5.
'Staff Report
6.
7.
8.
REMARKS
Application No. 75-49
Name of Applicant Irvine Pacific Co.
Effective Date 11 June 1975
Expiration Date (If applicable) 31 EC2MjbEr_j_9j&___
DEPARTMENT OF THE ARMY
PERMIT
Referring -to written request dated 7 March -1975 --for a permit to:
X) Perform work in or affecting navigable waters of the United States, upon the remmmenclation of the Chief of Engineers, pursuant
to Section 10 of the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403);
ischarge dredged or fill material into navigable waters upon the issuance of a permit from the Secretary of the Army acting
through the Chief of Engineers pursuant to Section 404.of the Federal Water Pollution Control Act (86 Stat. 816, P.L. 92-500);
I ) Transport dredged material for.the purpose of dumping it into ocean waters upon the issuance of a permit from the Secretary of
the Army acting through the Chief of Engineers pursuant to Section 103 of the Ma rine Protection, Research and Sanctuaries Act of
1972 (86 Stat. 1052,' P.L. 02-532);
Irvine Pacific Co. (Here insert the full name and address of the permittee)
610 Newport Center Drive
Newport Beach, CA 92663
Is hereby authorized by the Secretary of the Army:
to construct and install a ramp, cantilever (Here describe the proposed structure or activity, and its
deck and boat slip intrelided use. In the case of an application for a IW
permit, describe the structures, if any, proposed to, be
erected on the fill. In the case of an application for ffie
discharge of dredg-2d or fill material into navigable waters
or the transportation for discharge in ocean waters o"
dredged material, describe the type arid quailUty of
material to be discharged.) -
-Promontory Bay, Newport Bay, Pacific --ai (Here to be named the ocean. river, harbor, or waterway
concerved.)
Ocean
at 707 Bayside Drive, Lot 58, Tract 3867, -4 (Here to 6-P n�un,�d the neayest wsffl-kiiown locality --
City of Newport Beach, County'of Orange preferably a town or city ---and the distance in miles and
tenths from some definite point In the same, stating
California whether above or below or giving direction by points of
compass.)
Ui_ -accordance with the plans and drawings attached hereto which are incorporated in and madc a part of this pennit (on drawingi: gjvf'
file number or other definite identification marks); IRVINE PACIFIC DEVELOPMENT CO. Dated: 2-14775—
'-§iiVject to the following conditions:
1. General Conditions:
a. That all activities identified and authorized herein shall be consistent with the teims snd con.-Iltiont-, of thi.-� permi,; and that ally
activities not specifically Identified and authorized barain shall eqnsiltUto a n1i t�,r tf�:'rro arid cur,04;(nis of this perrnit which
rvvjy result in the modifiention, suspenslort.ot revocaVon bf thtt pon-hil, In ot it, pn!, :is sat forth more spoi-ifical!y in Geneial
Conditions j or k hereto, and ir the Inst4ution of such leg3l prrmeedinvgs as thri 1.1nitpa ',�;tmes Goverrimont nic-ly comidcr i�ppropriate,
whether oi not this permit has beeh pmvlously modifled, gmpended or rovoked tri whole oi- in paq.
ENG FORM
I APP 74 1721 F'ol I ION, 0 F J UN e 119S 8 1 S f) a tO I- E T F.. 4 91 - 2-711 V)
b. Thj' aft acti vitie. authotized i;arein if Zhey a dischai-ye, of cfapoi�i n,�.�ioable v4ZAUTS G. IRNuil, Vh0rs. 9A al
times consistent with appl;cah!o wiew quailty standards, offluelit tv.-Ki Of!
pretreatment standards vstabliihod pursuant to SactiOns 301. 302, 306 and 307 oi i.hif :,odiiral Water Volhition Control Act of 1977?
(P.L. 92-500; 86 Stat. 1316�, or Pursuant to applicable State ana local law,
c. That when the activity authorized herein, involves a disc.harge or deposit of dredged or fill material into navigable waters, the
authorized activity shall, if applicable wdterquality standards are revised or modFied during the term of thi5 permit, be modified, if
necessary, to conform with such revisrel or modified water quality t-i:thin 6 rti".,ths. of the effective date of any revision or
modification of water quality standards, oi as directed by an implementation plan contained in such revised or modified standaids, 0. -
within such longer period of time as the District Engineer, in consultation with the Regional Administrator of the Environmental
Protection Agency, may -determine to be reasonable under the circumstances.
cl. That the permittee agrees to make every reasonable effort to Prosecute the work authorized herein in a manner so as to minimi7e
any adverse impact of the work on fish, wildlife and natural environmental values,
e. That the permittee agrees to prosecute the work authorized herein in a manner so as to minimize any degradation of water quality
f. That the permittee shall permit the District Engineer or his authorized representative (s) or clesignee(s) to make periodic inspections
at any time deemed necessary in order to assure that the activity being performed under authority of this permit is in accordance with
the terms and conditions prescribed. herein.
9. That the permittee shall maintain the structure or work authorized herein in good condition and in accordance with the plans and
drawings attached hereto.
h. That this permit does not convey any property rights, ei ther ini-eal estate or material, or any exclusive privileges; and that it does
not authorize any injury to property or invasion of rights ' or any infringement of Federal, State, or local laws or. regulations, nor does it
obviate the requirement to obtain S . tate or local assent required by law for the I activity authorized herein.
i. That this permit does not authorize the interference with any existing or proposed Federal project and that the permittee shall not
be entitled to compensation for damage or injury to the structures or work authorized herein Which may lie caused by or result from
existing or future operations undertaken by the United States in the public interest.
j. That this permit may be summarily suspended, in whole or in part, upon a finding by the District Engineer that immediate
suspension of the activity authorized herein would be in the general public interest. Such suspension shall be effective upon receip ' t by
the permittee of a written notice thereof which shall indicate (1) the extent of the. suspension, (2) the reasons for this action, and (3)
any correceive or preventative measures to be taken by the permittee which are deemed - necessary by the District Engineer to abate
imminent hazards to the general public interest. The permittee shall take immediate action to comply with the provisions of this notice.
Within ten days following receipt of this notice of suspension, the permittee may request a hearing in order to present information
relevant to a decision as to whether his permit should be reinstated, modified or revoked. If a hearing is requested, it shall be conducted
pursuant to procedures prescribed by the Chief of Engineers. After completion of the hearing, or within a reasonable time after issuance
of the suspension notice to the permittee if no hearing is requested, the permit will either be reinstated, modified or revoked.
k. That this permit may be either modified, suspended or revoked in whole or in part if the Secretary of the Army or his authorized
representative determines that there has been a violation of any of the terms or conditions of this permit or that such action would
otherwise be in the public interest. Any such modification, suspension, or revocation shall become effective 30 days after receipt.by the'
permittee of written notice of such action -which shall specify the facts or conduct warranting same unless (1) within the 30 -day period
the . permittee is able to satisfactorily demonstrate that (a) the alleged violation of the terms and the conditions of this permit did not, in
fact, occur or (b) the alleged violation was accidental, and the permitiee has been operating in compliarice with the terms and conditions
of the permit and is able to provide satisfactory assurances that future operations shall be in full compliance with the terms and
conditions of this permit; or (2) within the aforesaid 30 -day period, the permittee requests that a public hearing be held to present oral
and written evidence concerning the proposed modification, suspension or revocation. The conduct of this hearing and the procedures
for making a final decision either to modify, suspend or revoke this permit in whole or in part shall be pursuant to procedures prescribed
by the Chief of Engineers..
1. That in issuing this permit, the Government has relied on the information and data which the permittee has provided in connection
with his permit application.. If, subsequent to the issuance of this permit, Such information and data Prove to be false, incomplete or
inaccurate, this peratit may be modified, suspended or revoked, in whole or in part, and/or the Government may, in addition, institute
appropriate legal proceedings.
m. That any modification, suspension, or revocation of this permit shall not be.the basis for any claim for damages against the United
States.
2
CITY�OF PWVIPO�'T JLAGH llivhuoii APPUI-4�
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n. That the permittee shall notify the District Engineer at what time the activity authorized herein will be commenced, as fai in
advance of the time of commencement as the District Engineer may specify, and of any suspension of work, if for a period of more than
one week, resumption of work and its completion.
0. a i the activity authorized herein is not stated on or before 31 st day of D.ecembe-r-, 19__Z6, (one
year from the date of issuance of this permit unless otherwise specified) and is not completed on or -before 31 qt day
Of Decamber.- 19-178— (three years from the date of issuance of this permit unless otherwise specified) this permit, if not
previously revoked or specifically extended, shall automatically expire.
---p.—Tffia—tn6"attemFt_shaII be.made by thepermittee to prevent the full and free use by the public of all navigable waters at or adjacent
to the activity authorized by this permit.
q. That if the display of lights and signals on any structure or work authorized herein is not otherwise provided for by law, such lights
and signals as may be prescribed by the United States Coast Guard shall be installed and maintained by and at the expense of the
permittee.
r. That this permit does not authorize or approve the construction of particular structures,�the authorization or approval of which
may require authorization by the Congress or other agencies of the Federal Government.
t of a transfer
s. That if and when the permittee desires to abandon the activity authorized herein, unless such abandonment is par
procedure by which the permittee is transferring his interests herein to a third party pursuant to General Condition v hereof, he must
restore the area to a condition satisfactory to the District Engineer.
t. That if the recording of this permit is possible under applicable State or local law, the permittee shall take such action as- may be
necessary to record this permit with the Register of Deeds or other appropriate official charged with the responsibility for maintaining
records of title to and interests in real property.
u. That there shall be no unreasonable interference with navigation by the existence or use of the activity authorized herein.
v. That this permit may not be transferred to a third -party without prior written notice to the District Engineer, either by the
transferee's written agreement to comply with all terms and condition of this permit or by the transferee subscribing to this permit in
the space provided below and thereby agreeing to comply with all terms and conditions of this, per - mit. In addition, if the permittee
transfers the interests authorized herein by conveyance of realty, the deed shall reference this permit and the terms and conditions
opriate official.
specified herein and this permit shall be recorded along with the deed with the Register of Deeds or other appr
The following. Special Conditions will be applicable when appropriate:
STRUCTURES FOR SMALL BOATS: That permittee hereby recognizes the possibility that the structure permitted herein may be
subject to damage by wave wash from passing vessels. The issuance of this permit does riot relieve the permittee from taking all proper
steps to insure the integrity of the structure permitted herein and the safety.of boats moored thereto from damage by wave wash and the
permittee shall not hold the United States liable for any such damage.
_bW�314 RG&-9F—QR�6�MATT_4UA6 1. GEAN WATER&i—Thet—the POF t480 Ghall PIaGQ a COPY 0' th" P"Mot 0--a
pi@C@ ia_dl. �,OcSel to h d for thp trangportafinn AndInr dumping nf the -dredged -material as au4hos:i"d hereiri-��.
ERECTION bF STRUCTURE IN OR OVER NAVIGABLE WATERS: That the permittee, upon receipt of a notice of revocation
States
of this permit or upon its expiration before completion of the authorized structure or work, shall, without expense to the United
and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the waterway to its
sentative, the
former conditions. If -the permittee fails to comply with the direction of the Secretary of the Army or his authorized repre
Secretary or his designee may restore the waterway to its former condition, by contract or otherwise, and recover the cost thereof from
the permittee.
MI
MA�N-T-ENAUGE-DREI)CIN.G;.-.11)-That-vd=-th.e-vauk-autLarized-hnrBin inplucies peFindmr. maintenancP ririilaingritxnay-be-perfar-mad
yPnrs-uWeqq nthpLmhse-4nd"ted)�-arid42)-That-the
permittee will ad—vise-the-District Engineer. in-yvri.ting at-teast-two-weok�Lbeto.re-be-i=rlc� to undertaka-my-maintenpince dredgino=—
d Rb-n-
--114ge�Ee condi Qm-rglatina-�pgcffLcalLyAo-tlie-,PrapGsecLstructure-6r work.authori7ed.by-this permit):
-ti
his ZpermVit shall become effective on the date of the District Engineer's signatu . re.
Permittee h-,P�y cepts anda estox ply with the terms and conditions of th�'Jermr it.
as
?c
MITTEE
DAI 'E
BY AU HORITY OF THE SECF�JTARY OF THE ARMY:.
-, ff:
JOHN V. FOLEY
W619ENGINEER,
U.S. ARMY, CORPS.OF ENGINEERS
Transferee hereby agrees fo comply with the.terms and conditions of this permit.
TRANSFEREE
11 June 19Z5
DATE
DATE
I
!,TATE OF CALIFORNIA
CALIFORNIA COASTAL ZONE CONSERVATION COMMISSION
SOUTH COAST REGIONAL COMMISSION
666 E. OCEAN BOULEVARD, SUITE 3107
P. 0. BOX 1450
LONG BEACH, CALIFORNIA 90801
(213) 4364201 (714) 84"648 RESOLUTION OF APPROVAL AND PERYJT
Application Number.
P-'�-20-7 5-4901
Di'oWilq Jr. , Uovernor
Of
Z RECEIVE I
D.
C-1-mlinity
Lie-!oxnent
JUN 6 1975:��-
C111 Y Ozz
NEWPOt-,if
A
Name of Applican�t: Irvine Pacific Development Co.
610 Newport Center Dr., Newport Beach 92663
Permit Type: Standard
Emerge5,cy
Island Dr. , 6019 607 64!�,
Development Location: 426 & 420 Harbor
657 & 70 Bayside Dr., Newport Beach
Development Description: Construction of 7 boat slips and access
ramps with some to have cantilivered patio decks.
Commission Resolution:
I. The South Coast Conservation commission finds that the proposed
development:
A. Will not have a substantial adverse environmental or ecolog
ical'effect..
B. Is consistent with ' the findings and declarations set forth
in Public Resources Code Sections 27-001 and 27302.
c. is subject to the following other. resultant statutory pro-
visions and policies:
City of Newport Beach ordinances.
D. Is consistent with the aforesaid other statutory provisions
and policies in that:
approval in concept has been issued.
E. The following language . and/or drawings.clarify and/or facil-
itate carrying out the intent of the . South Co . ast Regional
Zone Conse.rvation commission:
applicat . ion, site map, plot plan and approval in concept.
Whereas, at a public hearing held on may 19� 1975
(date)
at Long Beach by a. unanimous. t�jc vote here-
ocation umber P-3"20-75-4901
by approves the application for:Permit N
pursuant to the California Coastal Zone Conse ion Act of
1972, subjec t to the following conditions imposed pursuant to
the Public Resources Codes.Sectio..n.27403:
That there be maintained.,q restriction of."No-Live-Aboard"?
III. Said terms and conditions shall::'.be.perpetual and bind all future
owners and possessors of the: -property or.any part thereof unless
oth,erwise specified herein.
IV. The grant of this permit is.further.made subject to the following:
A. That this permit shall . not'become effective until the attached
verification of permit has been.returned to the South Coast
Regional Conservation Commission. ' upon which copy all permittees
have acknowledged that they have,received a copy of the permit
and understood its contents. Said acknowledgment should be
returned within ten working days�.following issuance ofthis
permit.
enced on or before 360
B. 'That said development is to.be comm
days from effective dat.e-of issuance,.
V. Therefore, said Permit (.Standard2 No. P-3-20-75-4901
nly, sub -
is hereby granted for the above described development o
ject to the above conditions dnd subject to all terms and pro-
visions of the Resolution of Approval by the South Coast Regional
Conservation. Commission.
VI. Executed -at Long Beach7 California on behal*f of the South Coast.
Regional.Conservation Commission on June 3 197 5
M.O. Carpenter
Executive Director
2474
wk
DEPARTMENT -OF THE- ARMY
LOS ANGELES DISTRICT CORPS OF ENGINEERS
P.: O..88X 2711
LOS ANGELES, CALIFORNIA 90053
SPLCO-N Public Notice No. 75-49
27 March 1975
YOU ARE INVITED TO COMMENT ON THIS:APPLICATION FOR A PERMIT
APPLICANT: Irvine Pacific Co.
610 Newport Center Drive
Newport Beach, California 92663
ACTIVITY: Construction and installation of a ramp, cantilever deck
and boat slip at 707 Bayside Drive, Lot 58, Tract 3867, in Promontory
Bay, Newport Bay, Newport Beacji,.Ca1ifQrnia,,as shown on the drawing
accompanying this notice.
PURPOSE AND USE: To provide private boat docking.
FEDERAL, STATE AND LOCAL AUTHORIZATIONS: Permits or approvals will
-be,required by the City of Newport,Beach and the California Coastal
Zone Conservation Commission, prior to issuing permit.
ENVIRONMENTAL IMPACT: This office does not intend to prepare an Environmental
Impact Statement on this activity 44less.significant detrimental effects
are brought to our attention.
CRITERIA: Your written comments or objections shduld include the number J
and date of this notice and must,reach this office within thirty (30)
calendar days. The decision whether to issue a permit will be based on
an evaluation of the probable impact of the activity on the public interest.:
That decision will reflect the national concern for both protection and
utilization of-.impo,rtAnt'resources. The benefit which reasonably may be
expected to accrue from the activity must be balanced against its reasonably
foreseeable detriments. All factors which may be relevant to the activity
-will be considerpd; among those are conservation, economics, aesthetics,
general envi-�onmental-concerns, historic values, fish and wildlife values,
flood damage prevention, land use classification, navigation, recreation,
water supply, water quality, and,,in general, the needs and welfare of
the people. Details of changed conditions on the final 'permit action will
be -provided upon request.
FOR THE DISTRICT ENGINEER:
ROBERT H. REINEN
LTC, CE
Deputy District Engineer
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SEE ATTACHED SHEET