HomeMy WebLinkAboutM2008-0024 (2)'VP
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3044 / Fax (949) 723-0569
HARBOR PERMITIAPPROVAL IN CONCEPT
HARBOR PERMITIAPPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH
as required for permit application to the South Coast Regional Commission pursuant to
California Administrative Code, Sections 13210 and 13211.
General Description of Proposed Development: Replace 25 40 -foot slip fingers
with new, narrower slip fingers. Increase in water surface area of 975 sguare feet
with no change in slip count.
Address number must be stenciled on at least I bayward facing pile.
Pe ddress: 2572 Bayshore Drive
I have reviewed the plansforthe foregoing development including:
1. The general site plan, including any roads and public access to the shoreline.
2. The grading plan, if any.
3. The general uses and intensity of use proposed for each part of the area covered
in the application.
Page 1 of 2
And find
1�t They comply with the current adopted Newport -Beach General Plan, Municipal
Code, Title 17 and any applicable specific or precise plans or,
o That a variance of exception has been approved and final.
A copy of any variance, exception, conditional use permit or other issued permit is
attached together with all conditions of approval and all approved plans including
approved tentative tract maps. On the basis of this finding, these plans are approved in
concept and said approval has been written upon, said plans, signed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the
Municipal Code or other regulations in �any manner that would affect the use of the
property or the design of a project located thereon, this Approval In Concept shall
become null and void as of the effective date of this said� ordinance.
In accordance with the California Environmental Quality Act. or 1,970, and state -and local
guidelines adopted thereunder, this development:
Has been determined to be ministerial or categorically exempt.
o Has received a final Exemption Declaration or final Negative Declaration (copy
attached).
o Has received a Final Environmental Impact Report (copy attached).
All discretionary approvals legally required of Newport, Beach prior to issuance of a
harbor permit and a building permit have been given and are final. The development is
not subject to rejection in principal by Newport Beach unless a substantial change is
proposed.
This concept approval in no way excuses the applicant from complying with all
applicable policies, ordinances, codes and regulations of, Newport Beach. See attached
Special Conditions.
Lisa Walters, Harbor Resources
June 20, 2013
Attachments:
Worksheet for Building Permit Application
.Drawing
Pier Conditions
Page 2 of 2
Pdnt Form Worksheet for Building/Fire Permit Application
Please print 3 copies City of Newport Beach 1 a " BOR 9. 9
Buildina DeDartment W, I, RHOURCES D!
1. Project Address (Not mailing address) CITY OF NE_ r uite No
2572 Bayshore Drive NI
__;g
FirstFG,
# Units N/A
Legal Description Lot [N/A Block[ N/A Tract rN/A
2. Description of Work
Use
# Stories �/A
Replace 25 40 -foot slip fingers with new, narrower slip fingers.
Increase in water surface area of 975 square feet with no change
in slip count.
gsinks@irvinecompany.com
Tenant Name if Commercial Irvine Company
Valuation$ 1150,000
F- New F- Add r- Alter F- Demo
Sq Ft (new/add/extended)
Check Appropriate Box for ApplicantlNotification Information
F 3. Owner's Name Last
i Sinks
__;g
FirstFG,
Owner's Address
Owner's E-mail Address
F1137 Bayside Drive
gsinks@irvinecompany.com
city F .,o__ Beach
st ate CA
Zip 92625 Telephone i949/721-0-1-1-1
F-�4. ArchitectiiDesigniers"Name
Last A First Lic. No.7
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Ardhke_VD�sIgn 4esd ress
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Architect(Designer's E-mail Address
city Sta te
zi '7
p 37 Telephone 74/�
F- S. Engineer's Name Last
Mason
First [ Randy Lic. No.
Engineer's Address
Engineer's E-mail Address
310 Ocean Shore, Suite
100
1 randy.mason@urs.com
city i Long Beach
state FCA
Zip I Telephone I
190802 �62/308-2300
6. Contractor's Name Last
Firstr__ Lic. No. Class, -
Contractor's Address
ContactoesE-mail Address
City
stat�, f"!
z Telephone
ip F
OFFICEUSE01YLY
T',F `,EV7�o PERMIT NO.
TYPE OF CONSTRUCTION
PLAN CHECK NO. V�
PLAN CHECK FEE $ L
OCCUPANCY - GROUP
PLAN CHECK ENG.
Notice. of Exemption
To,: From:
County Clerk City of Newport Planning Division
County of Orange 3300 Newport Boulevard P.O. Box 1768
Public Services Division Newport Beach, CA 92658-8915
Santa Ana, CA 92702 (949) 644-3200
Project Title: Bayshore Slip Finger Replacement
Project Applicant. Irvine Company
Project Location – Specific: The project involves the reconfigur6tion of 25 slip fingers, reducing the width of slip
fingers for all 40 foot slips at the Bayshore Marina located at 2572 Bayshore Drive, Newport Beach CA 92663
Project Location – City: Newport Beach —Project Location – County: Orange
Description of Nature, Purpose and Beneficiaries of Project: The project consists of the replacement of the 25
slip fingers for the exisitng 40 foot slips at the Marina. The exisitng 40 foot slip fingers are 4 feet in width and a
reduction to 3 feet in width will allow for slightly beamier (wider) boats to be accomodated in the 40 foo,t slips. The
exisitng slip fingers will be disconnected from the existing dock system and floated to a location where they can be
hoisted out of the water and taken by truck to a recycling center. The new, narrower, slip fingers will be off- loaded
from transport trucks into the water and floated to the Marina where they will be attached to the exisitng dock
system. There will not be any land -side improvements and the replacement will not require any modifications to
the water -side piles supporting the dock system. There will be no change in the slip count or layout. No anchoring
of waterside equipment will be required for the replacement project. In order to minimize water quality impacts,
construction debris will be prevented from entering marina waters. However, any debris inadvertently entering the
water will be removed by divers within 24 hours of occurrence. In addiiton, barriers will be in place to provide safe,
temporary walking surfaces to protect the construction area and manage pedestrian traffic where areas of the
marina are to be open to the public during the construction process. Based on a reduction of the slip widths there
will be a net increase in water surface area of 975 square feet which is considered an environmental bennefit.
Name of Public Agency Approving Project: City of Newport Beach
Name of Person or Agency Carrying out Project: Irvine Company, Greg Sinks, (949) 721-0111
Exempt Status: (check one): -
EJ Ministerial (Sec. 21080(b)(1); 15268);
F1 Declared Emergency (See. 21080(b)(3); 16269(a));
[I Emergency Project (See. 21080(b)(4); 16269(b)(c));
Categorical Exemption. State type and section number: Class I CEQA Guidelines Section 15301
F1 Statutory Exemptions. State code number:
Reasons why project is exempt: The City considered any potential environmental effects of the proposed project.
Based on their review and all supporting materials provided, the City determined that the project is exempt from
further environmental review consitent with Class I - Exisitng facilities exemption under CEQA Guidlelines Section
15301. Class 1 consists of operation, repair, maintenance, permitting, leasing, licensing or minor alteration of
exisiting public or private structures, facilities, mechanical equipment or topograhical features, involving negligible
or no expansion of use beyond that exisitng at the time of the lead agency's determination. Section 15301 (d)
includes the restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment
to meet current standards of public health and safety, unless it is determined that the damage was substatial and
resulted from an environmental hazard such as earthquake, landslide or flood. The Bayshore slip finger replcement
project will: Provide for slightly wider slips for all 40 foot slips in the Bayshore Marina and increase water coverage
by 975 square feet.
No change in dock layout or slip count will occur and no new piles or support systems will be added to the docks.
Lead Agency
Contact Person: Chris Miller Area Code/Telephone/Extension: (949) 644 - 3041
If filed by applicant:
1. Attach certified document of e emption finding.
2. Has a Notice of Exemption b n filed by the public agency approving the project? 11Yes El No
Signature: Date: T 3; t1l e:
EDSigned by Lead Agency 17 Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.
Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.
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Eelgrass Survey Reporting Form
Bayshore Marina
2572 Bayshore Drive, Newport Beach CA 92663
Survey Date:
May 28 th 92013
Prepared by: Coastal Resources Management, Inc.
PMB 327,3334 East Coast Highway
Corona del Mar, CA 92625
Contact: Rick Ware, Senior Marine Biologist
(949) 412-9446
Prepared for:
The Irvine Company
660 Newport Center Drive
Newport Beach, CA 92620
Contact: Greg Sinks
(949) 71-2-11-01,411
May 30 th 92013
This form is required to be submitted for any surveys conducted for the eelgrass, Zostera marina,
that are required to be conducted under federal or state permits and authorizations issued by the
U.S. Army Corps of Engineers and the Coastal Commission. The form has been designed to
assist in identifying eelgrass while ensuring that the required information is consistently
documented. Surveys required to be conducted for -'this species are subject to modification
through publication of revisions to the eelgrass survey policy. It is incumbent upon the authorized
permittee to ensure that survey work is following the latest protocols. For further information on
these protocols, contact: Robert Hoffman, National Marine Fisheries Service, 562-980-4043, or
William Paznokas, California Department of Fish & Game, 858-467-4218.
i
Site Name: (common reference)
Bayshore Marina
2572 Bayshore Drive, Newport Beach, CA 92663
Rick Ware, Senior Marine Biologist, Coastal
Survey Contact: (name, phone, e-mail)
Resources Management, Inc. (949) 412-9446,
rware.cnngearthlink.net
Greg Sinks
The Irvine Company
550 Newport Center Drive, Suite, Newport Beach,
CA 92620
(949) 721-0111
gsiriks@irvinecompa4y.com
Permit Reference: (ACOE Permit No.,
Pending
CCC Permit No.)
Hydrographic System: (bay, estuary,
Newport Harbor
lagoon, or harbor)
Specific Location: (UTM, Lat./Long.,
datum, accuracy level, attach electronic
Center of Area 33.61' :6" N, and 117.9112 W.
survey area map if possible)
See Figures 1, 2, and 3.
NAD 83. Accuracy within I meter.
See accompanying figures of locations.
Was Eelgrass Detected:
Yes. See Figures 4 and 6.
Eelgrass was found in the general vicinity of the
East and West Bayshore Marina docks.
However, it was not within 15 feet of any dock
finger extension work,'the closest point to the
location of any work in the Bayshore Marina
(East) project area was 32 feet, and 28 feet in in
the Bayshore Marina West) project area.
No, Eelgrass was not found at
this site.
Description of Permitted Work:
(Source: Tom Mathews, CAA Planning)
(describe briefly the work to be conducted
The project consists of the replacement of the 25 slip
at the site Under the permits identified
fingers for the exisitng 40 foot slips at the Marina.
above)
The exisitrig 40 foot slip fingers are 4 feet in width
and a reduction to 3 feet in width will allow for
slightly beamier (wider) boats that can be
accomodated in the 40 foot slips. The exisitng slip
fingers will be disconnected from the existing dock
system and floated to a location where they can be
hoisted out of the water and taken by truck to a
2
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3044 / Fax (949) 723-0589
HARBOR PERMITIAPPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH
as required for permit application to the South Coast Regional Commission pursuant to
California Administrative Code, Sections 13210 and 13211.
General Description of Proposed Development: Temporary removal of four boat
boat slip dock fingers from the western end of Bayshore Marina to promote 'safe
naviga n by sand bar.
jAddress number must be stenciled on at least I bayward facing pile.
Legal Description:
lHarbor Permit Number: 129-2572 1
IPlan Check Number: 0721-2014
jApplicant: John Doane/Tom Mathews
Applicant's Mailing, Address: 2572 Bay'Shore Dr., Newport Beach, CA 92660
Phone Number: 949 -581 -2888 -CAA Planning
I have reviewed the plans for the foregoing development including:
1. The general site plan, including any roads and public access to the shoreline.
2. The grading plan, if any.
3, The general uses and intensity of use proposed for each part of the area covered
in the application.
Page 1 of 2
And find
)iC They comply with the current adopted Newport Beach General Plan, Municipal
Code, Title 17 and any applicable specific or precise plans or,
o That a variance of exception has been approved and final.
A copy of any variance, exception, conditional use permit or other issued permit is
attached together with all conditions of approval and all approved plan's including
approved tentative tract maps. On the basis of this finding, these plans are approved in
concept and said approval has been written upon said plans, signed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the
Municipal Code or other regulations in any manner that would affect the use of the
property or the design of a project located thereon, this Approval In Concept shall
become null and void as of the effective date of this said ordinance.
In accordance with the California Environmental Quality Act or 1970, and state and local
guidelines adopted thereunder, this development:
Has been determined to be ministerial or categorically, exempt.
r -i Has received a final Exemption Declaration or final Negative Declaration (copy
attached).
ci Has received a Final Environmental Impact Report (copy attached).
All discretionary approvals legally required of Newport Beach prior to issuance of a
harbor permit and a building permit have been given and are final. The development is
not subject to rejection in principal by Newport Beach unless a substantial change is
proposed.
This concept approval in no way excuses the applicant from complying with all
applicable policies, ordinances, codes and regulations of Newport Beach. See attached
Special Conditions.
Lisa Walters, Harbor Resources
April 4, 2014
Attachments:
Worksheet for Building Permit Application
Drawing
Page 2 of 2
Pirint Form
Please print 3 copies
Worksheet for Building/Fire Permit Applic4tion
City of Newport Beach ' NO RE,,
Building Department HAR P, �`,WURCES
U t 14t TV BEA:
1. Project Address (Not mailing address) ite No
2572 Bayshore Drive '11�_ F��IIAL� I /A,
kic
# Units
Legal Description Lot N/A Block N/A Tract N/A
F F F
2. Description of Work
Use
Temporary removal of four boat slip dock fingers from the western end of Bayshore Marina to
promote safe navigation by sand bar
# Stories F
Tenant Name if Commercial [Irvine Company
Valuation $ NIA
F
f— New F- Add Alter F Demo
Sci Ft (new/add/extended)
Check Appropriate Box for Applicant/Notification Information
3. Owner's Name
Last Dcane First[J6hn
F
Owner's Address
Owner's E-mail Address
1 110 1 novation
IJDoan@irvinecpmpany.com
city ilrvine
State FCA ZipF92617 Telephone i949-720-2391
F- 4. Architect/Designer's Name Last ISchaffner First Lim. No.
Architect/Designer's Address
ArchitectlDesigner's E-mail Address
165 Enterprise
issehaffner@caaplanning.com
city 1AIiso Viejo
State [CA Zip [926,56 Telephone 1949-581-2888
1— 5. Engineer's Name,
Last First Lic. No. F_
Engineer's Address
Engineer's E-mail Address
city
state zip F_ Telephonel
1— 6. Contractor's Name
Last First I Lic. No. class
Contractor's Address
Contractor's E-mail Address
Citlf
state F_ zip TelephoneF
OFRCE USE ONLY PERMIT NO.
TYPE OF CONSTRUCTION PLAN CHECK NO.
PLAN CHECK FEE $
OCCUPANCY- GROUP 'OtAN CHECK ENG.
Exhi-hit 3
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AYSHORE
M,ARITNIIA
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2572 Bayshore Drive, Nev
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HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3044 / Fax (949) 723-0589
HARBOR PERMIT/APPROVAL IN CONCEPT
HARBOR PERMITIAPPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH
as required for permit application to the South Coast Regional Commission pursuant to
California Administrative Code, Sections 13210 and 13211.
General Description of Proposed Development: Replace 25 40 -foot slip fingers
with new, narrower slip fingers. Increase in water surface area of 975 square feet
with no change in slip count.
lAddress number must be stenciled on at least 1 bayward facing pile.
Pier conditions must be signed by applicant prior to final approval.
Propertv Address: 2572 Bayshore Drive I
Legal Description:
lHarbor Permit Number: 129-2572
IPlan Check Number: 1276-2013
jApplicant: Irvine Company-Bayshore Marina
Applicant's Mailing Address: 1137 Bayside Dr., Newport Beach, CA 92625
Phone Number: 949-581-2888 Tom Matthews
I have reviewed the plans for the foregoing development including:
1. The general site plan, including any roads and public access to the shoreline.
2. The grading plan, if any.
3. The general uses and intensity of use proposed for each part of the area covered
in the application. Page 1 of 2
And find
V They comply with the current adopted Newport Beach General Plan, Municipal
Code, Title 17 and any applicable specific or precise plans or,
o That a variance of exception has been approved and final.
A copy of any variance, exception, conditional use permit or other issued permit is
attached together with all conditions of approval and all approved plans including
approved tentative tract maps. On the basis of this finding, these plans are approved in
concept and said approval has been written upon said plans, signed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the
Municipal Code or other regulations in any manner that would affect the use of the
property or the design of a project located thereon, this Approval In Concept shall
become null and void as of the effective date of this said ordinance.
In accordance with the California Environmental Quality Act or 1970, and state and local
guidelines adopted thereunder, this development:
')� Has been determined to be ministerial or categorically exempt.
o Has received a final Exemption Declaration or final Negative Declaration (copy
attached).
Ei Has received a Final, Environmental Impact Report (copy attached).
All discretionary approvals legally required of Newport Beach prior to issuance of a
harbor permit and a building permit have been given and are final. The development is
not subject to rejection in principal by Newport Beach unless,a substantial change is
proposed.
This concept approval in no way exc . uses the applicant from complying with all
applicable policies, ordinances, codes and regulations of Newport Beach. See attached
Special Conditions.
Lisa Walters, Harbor Resources
June 20, 2013
Attachments:
Worksheet for Building Permit Application
Drawing
Pier Conditions
Page 2 of 2
STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY EDMUND G. BROWN, JR.. GOVERNOR
CALIFORNIA COA'STAL COMMISSION
South Coast Area Office Page I of 6
200 Oceangate, Suite 1000 Date: January 10, 2014
Long Beach, CA 90802-4302
(562) 590-5071 PermitNo: 5-13-0479
20 1 V
On December 12, Z013, the California Coastal Commission granted to Irvine Company Coastal
Development Permit 5-13-0479, subject to the attached Standard and Special Conditions, for
development consisting of. Replacement of 25 slip fingers at the Bayshore Marina. The existing
slip fingers are 40 -feet (1) x 4 -feet (w). The replacement. fingers will be reduced by 1 -foot in
width, to 40 -feet (1) x 3 -feet (w), which will widen the berthing space. The remaining slips in the
marina will be una 'fected. Based on the reduction of the slip finger widths, there will be a net
increase of 975 sqi.are feet of uncovered water surface area.
More specifically ( escribed in the application file in the Commission offices.
The development i, within the coastal zone in Orange County at 2572 Bayshore Drive, City of
Newport Beach.
Issued on behalf ofthe California Coastal Commission on January 10, 2014.
CHARLES LEST ER B�:
Executive Director Title: Coastal Nogram Analyst
ACKNOWLEDGMENT
The undersigned p,;rmittee acknowledges receipt of this permit and agrees to abide by all terms
and conditions theieof,
The undersigned p, n-nittee 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 . . ." appliet to the issuance of this permit.
IMPORTANT: T.IIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF TIM
PERMIT WrFH'r. IE SIGNED ACKNOWLEDGMENT IiAS BEEN RETURNED TOTHE
COMMISSION OFFICE. 14 CAL. ADMIN. CODE SECTION 13158(a).
//-L-7 /14
I IYat(-.
Signature of Permittee
Please sign and refirn one copy of this forrn tk thelCommission office at the above address.
COASTAL DEVELOPMENT PERMIT
No. 5-13-0479
Page 2 of 6
STANDARD CONDITIONS
1. Notice of Receipt and AcknowledgIULnt. 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 development has not commenced, the permit will expire two years from
the date 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 pen -nit 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.
SPECIIAL CONDITIONS:
1. Construction Responsibilities and Debris Rcmov4l
The permittee shall comply with the following construction related requirements:
A. No demolition or construction materials, equipment, debris, or waste shall be
placed or stored where it may enter sensitive habitat, receiving waters or a storm
drain, or be subject to wave, wind, rain or tidal erosion and dispersion.
B. Any and all debris resulting from demolition or construction activities, and any
remaining construction material, shall be removed from the project site within 2.4
hours of completion of the project.
C. Demolition or construction debris and sediment shall be removed from work areas
each day that demolition or construction occurs to prevent the accumulation of
sediment and other debris that may be discharged into coastal waters.
D. Machinery or construction materials not essential for project improvements will
not be allowed at any time in the intertidal zone.
E. If turbid conditions are generated during construction a silt curtain will be utilized
to control turbidity.
-- III P I " . - :wlyatd
No. 6- 13-0479
Page 3 of 6
F. 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.
G. Non buoyant debris discharged into coastal waters will be recovered by divers as
soon as possible after loss.
H, All trash and debris shall be disposed in the proper trash and recycling receptacles
at the end of every construction day.
1. The applicant shall provide adequate disposal facilities for solid waste, including
excess concrete, produced during demolition or construction.
J. Debris shall be disposed of at a legal disposal site or recycled at a recycling
facility. If the disposal site is located in the coastal zone, a Coastal Development
Permit or an amendment to this permit shall be required before disposal can take
place unless the Executive Director determines that no amendment or new permit
is legally required.
K. All stock piles and construction materials shall be covered, enclosed on all sides,
shall be located as far away as possible from drain inlets'and any waterway, and
shall not be stored in contact with the soil.
Machinery and equipment shall be maintained and washed in confined areas
specifically designed to control runoff. Thinners or solvents shall not be
discharged into sanitary or storm sewer systems.
M. The discharge of any hazardous materials into any receiving waters shall be
prohibited.
N. Spill prevention and control measures shall be implemented to ensure the proper
handling and storage of petroleum products and other construction materials.
Measures shall include a designated fueling and vehicle maintenance area with
appropriate berms and protection to prevent any spillage of gasoline or related
petroleum products or contact with runoff. The area shall be located as far away
from the receiving waters and storm drain inlets as possible.
0. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs)
designed to prevent spillage and/or runoff of demolition or construction -related
materials, and to contain sediment or contaminants associated with demolition or
construction activity, shall be implemented prior to the on -set of such activity.
P. All BMPs shall be maintained in a functional condition throughout the duration of
construction activity.
COASTAL DEVELOPMENT PERMIT
No. 5-13-0479
Page 4 of 6
2. Best Management Practices (BMPs) Program
By acceptance of this permit the applicant agrees that the long-term water -borne berthing of
boat(s) in the approved marina project will be managed in a manner that protects water quality
pursuant to the implementation of the following BMPs.
A. Boat Cleaning and Maintenance Measures:
In -water top -side and bottom -side boat cleaning shall minimize the
discharge of soaps, paints, and debris;
2. 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; and
3. The applicant shall minimize the use of detergents and boat cleaning and
maintenance products containing ammonia, sodium hypochlorite,
chlorinated solvents, petroleum distillates or lye.
B. 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 shall not at any time be disposed of in the water or
gutter but, rather be disposed of in a manner consistent with state and/or
federal regulations.
C. Petroleum Control Management Measures:
Boaters will practice preventive engine maintenance and will use oil
absorbents in the bilge and under the engine to prevent oil and fuel
discharges. Oil absorbent materials shall be examined at least once a year
and replaced as necessary. Used oil absorbents are hazardous waste in
California. Used oil absorbents must therefore be disposed in accordance
with hazardous waste disposal regulations. The boaters shall regularly
inspect and maintain engines, seals, gaskets, lines and hoses in order to
prevent oil and fuel spills. The use of soaps that can be discharged by
bilge pumps is prohibited;
2. If the bilge needs more extensive cleaning (e.g., due to spills of engine
fuels, lubricants or other liquid materials), the boaters will use a bilge
pump -out facility or steam cleaning services that recover and properly
dispose or recycle all contaminated liquids; and
COASTAL DEVELOPMENT PERMIT
No. 5-13-0479
3. Bilge cleaners which contain detergents or emulsifiers will not be used for
bilge cleaning since they may be discharged to surface waters by the bilge
pumps.
3. Eelgrass Survey
A. Pre Construction Eelgrass Survey. A valid pre -construction eelgrass (Zoestera
marina) survey shall be completed during the period of active growth of eelgrass
(typically March through October). The pre -construction survey shall be
completed prior to the beginning of construction and shall be valid until the next
period of active growth. The survey shall be prepared in full compliance with the
"Southern California Eelgrass Mitigation Policy" Revision 8 (except as modified
by this special condition) adopted by the National Marine Fisheries Service and
shall be prepared in consultation with the California Department of Fish and
Game. The applicant shaH submit the eelgrass survey for the review and approval
of the Executive Director within five (5) business days of completion of each
eelgrass survey and in any event no later than fifteen (15) business days prior to
commencement of any development. If the eelgrass survey identifies any
eelgrass within the project area which would be impacted by the proposed project,
the development shall require an amendment to this permit from the Coastal
Commission or a new Coastal Development Permit.
B. Post Construction Eelgrass Survey. If any eelgrass is identified in the project
area by the survey required in subsection A of this condition above, within one
month after the conclusion of construction, the applicant shall survey the project
site to determine if any celgrass was adversely impacted. The survey shall be
prepared in full compliance with the "Southern California Eelgrass Mitigation
Policy" Revision 8 (except as modified by this special condition) adopted by the
National Marine Fisheries Service and shall be prepared in consultation with the
California Department of Fish and Game. The applicant shall submit the post -
construction eelgrass survey for the review and approval of the Executive
Director within thirty (30) days after completion of the survey. If any eelgrass
has been impacted, the applicant shall replace the impacted eelgrass at a minimum
1.2:1 ratio on-site, or at another location, in accordance with the Southern
California Eelgrass Mitigation Policy. All impacts to eelgrass habitat shall be
mitigated at a minimum ratio of 1.2:1 (mitigation:impact). The exceptions to the
required 1.2:1 mitigation ratio found within SCEMP shall not apply.
Implementation of mitigation shall require an amendment to this permit or a new
Coastal Development Permit unless the Executive Director determines that no
amendment or new permit is required.
4. Pre -construction Cauterpa Taxio'blia Survey
A. Not earlier than 90 days nor later than 30 days prior to commencement or
re -commencement of any development authorized under this c Coastal
Development Permit (the "project"), the applicants shall undertake a survey of the
project area and a buffer area at least 10 meters beyond the project area to
determine the presence of the invasive alga Caulerpa Taxi�rolia. The survey shall
include a visual examination of the substrate.
IMAIN JA N I
B. The survey protocol shall be prepared in consultation with the Regional Water
Quality Control Board, the California Department of Fish and Game, and the
National Marine Fisheries Service.
C. Within five (5) business days of completion of the survey, the applicants shall
submit the survey:
For the review and approval of the Executive Director; and
2. to the Surveillance Subcommi e of the Southern California Caulerpa
Action Team (SCCAT). The SCCAT Surveillance Subconunittee may be
contacted through William Paznokas, California Department of Fish &
Game (858/467-4218) or Robert Hoffman, National Marine Fisheries
Service (562/980-4043), or their successors.
D. If Caulerpa Taxilfolia is found within the project or buffer areas, the applicants
shall not proceed with the development approved under this Coastal Development
Permit until 1) the applicants provide evidence to the Executive Director that all
C. Taxiffiblia discovered within the project area and all Caulerp.a Taxifolla
discovered within the buffer area have been eliminated in a manner that complies
with all applicable governmental approval requirements, including but not limited
to those of the California Coastal Act, or 2) the applicants have revised the project
to avoid any contact with Caulerpa Taxifolia. No revisions to the project shall
occur without a Coastal Commission approved amendment to this Coastal
Development Permit unless the Executive Director determines that no amendment
is legally required.
G:2013PFRMITSFSY:nr
STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY EDMUND G. BROWN, Jr., Govemor
CALIFORNIA COASTAL COMMISSION
South Coast Area Office
200 Oceangate, Suite 1000
Long Beach, CA 90802-4302
(562) 590-5071 Th7d
Filed: August 14, 2013
180th Day: February 10, 2014
Staff- F. Sy -LB
Staff Report: Nov. 21, 2013
Hearing Date: Dec. 11-12, 2013
STAFF REPORT: CONSENT CALENDAR
Application No.: 5-13-0479
Applicant: Irvine Company
Agents: CAA Planning, Attn: Shawna Schaffner
Location: 2572 Bayshore Drive, City of Newport Beach (County of
Orange)
Project Description: Replacement of 25 slip fingers at the Bayshore Marina. The
existing slip fingers are 40 -feet (1) x 4 -feet (w). The
replacement fingers will be reduced by I -foot in width, to 40 -
feet (1) x 3 -feet (w), which will widen the berthing space. The
remaining slips in the marina will be unaffected. Based on the
reduction of the slip finger widths, there will be a net increase
of 975 square feet of uncovered water surface area.
Staff Recommendation: Approval with conditions.
5 -13 -0479 -(Irvine Company)
Consent Calendar
1. MOTION AND RESOLUTION
Motion: I move that the Commission approve the Coastal Development Permit applications
included on the consent calendar in accordance with the staff recommendations.
Staff recommends a YES vote. Passage of this motion will result in approval of all the permits
included on the consent calendar. The motion passes only by affirmative vote of a majority of the
Commissioners present.
Resolution: The Commission hereby approves a Coastal Development Permitfor the proposed
development and adopts thefindings setforth below on grounds that the
development as conditioned will be in conformity with the policies of Chapter 3 of
the Coastal Act and will not prejudice the ability of the local government having
jurisdiction over the area to prepare a Local Coastal Program conforming to the
provisions of Chapter 3. Approval of the permit complies with the California
Environmental Quality Act because either 1) feasible mitigation measures andlor
alternatives have been incorporated to substantially lessen any significant adverse
effects of the development on the environment, or 2) there are nofurtherfeasible
mitigation measures or alternatives that would substantially lessen any significant
adverse impacts of the development on the environment.
11. STANDARD CONDITIONS
This permit is granted subject to the following standard conditions:
I 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 development has not commenced, the permit will expire two years from the
date 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.
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5-13-0479 (Irvine Company)
Consent Calendar
11. SPECIAL CONDITIONS
Construction Responsibilities and Debris Removal
The permittee shall comply with the following construction related requirements:
A� No demolition or construction materials, equipment, debris, or waste shall be placed
or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be
subject to wave, wind, rain or tidal erosion and dispersion.
B. Any and all debris resulting from demolition or construction activities, and any
remaining construction material, shall be removed from the project site within 24
hours of completion of the project.
C. Demolition or construction debris and sediment shall be removed from work areas
each day that demolition or construction occurs to prevent the accumulation of
sediment and other debris that may be discharged into coastal waters.
D. Machinery or construction materials not essential for project improvements will not
be allowed at any time in the intertidal zone.
E. If turbid conditions are generated during construction a silt curtain will be utilized to
control turbidity.
F. 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.
G. Non buoyant debris discharged into coastal waters will be recovered by divers as
soon as possible after loss.
H. All trash and debris shall be disposed in the proper trash and recycling receptacles at
the end of every construction day.
1. The applicant shall provide adequate disposal facilities for solid waste, including
excess concrete, produced during demolition or construction.
J. Debris shall be disposed of at a legal disposal site or recycled at a recycling facility.
If the disposal site is located in the coastal zone, a Coastal Development Permit or an
amendment to this permit shall be required before disposal can take place unless the
Executive Director determines that no amendment or new permit is legally required.
K. All stock piles and construction materials shall be covered, enclosed on all sides,
shall be located as far away as possible from drain inlets and any waterway, and shall
not be stored in contact with the soil.
K
5 -13 -0479 -(Irvine Company)
Consent Calendar
L. Machinery and equipment shall be maintained and washed in confined areas
specifically designed to control runoff. Thinners or solvents shall not be discharged
into sanitary or storm sewer systems.
M. The discharge of any hazardous materials into any receiving waters shall be
prohibited.
N. Spill prevention and control measures shall be implemented to ensure the proper
handling and storage of petroleum products and other construction materials '
Measures shall include a designated fueling and vehicle maintenance area with
appropriate berms and protection to prevent any spillage of gasoline or related
petroleum products or contact with runoff. The area shall be located as far away
from the receiving waters and storm drain inlets as possible.
0. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs)
designed to prevent spillage and/or runoff of demolition or construction -related
materials, and to contain sediment or contaminants associated with demolition or
construction activity, shall be implemented prior to the on -set of such activity.
P. All BMPs shall be maintained in a functional condition throughout the duration of
construction activity.
2. Best Management Practices (BMPs) Program
By acceptance of this permit the applicant agrees that the long-term water-bome berthing of boat(s)
in the approved marina project 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 -water top -side and bottom -side boat cleaning shall minimize the discharge
of soaps, paints, and debris;
2. 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; and
3. The applicant shall minimize the use of detergents and boat cleaning and
maintenance products containing ammonia, sodium hypochlorite, chlorinated
solvents, petroleum distillates or lye.
B. Solid and Liquid Waste Management Measures:
1. All trash, recyclables, and hazardous wastes or potential water contaminants,
including old gasoline or gasoline with water, absorbent materials, oily rags,
4
5-13-0479 (Irvine Company)
Consent Calendar
lead acid batteries, anti -freeze, waste diesel, kerosene and mineral spirits shall
not at any time be disposed of in the water or gutter but, rather be disposed of
in a manner consistent with state and/or federal regulations.
C. Petroleum Control Management Measures:
I Boaters will practice preventive engine maintenance and will use oil
absorbents in the bilge and under the engine to prevent oil and fuel
discharges. Oil absorbent materials shall be examined at least once a year and
replaced as necessary. Used oil absorbents are hazardous waste in California.
Used oil absorbents must therefore be disposed in accordance with hazardous
waste disposal regulations. The boaters shall regularly inspect and maintain
engines, seals, gaskets, lines and hoses in order to prevent oil and fuel spills.
The use of soaps that can be discharged by bilge pumps is prohibited;
2. If the bilge needs more extensive cleaning (e.g., due to spills of engine fuels,
lubricants or other liquid materials), the boaters will use a bilge pump -out
facility or steam cleaning services that recover and properly dispose or
recycle all contaminated liquids; and
3. Bilge cleaners which contain detergents or emulsifiers will not be used for
bilge cleaning since they may be discharged to surface waters by the bilge
pumps -
3. Eelgrass Survey
A. Pre Construction Eelgrass Survey. A valid pre -construction eelgrass (Zoestera
marina) survey shall'be completed during the period of active growth of eelgrass
(typically March through October). The pre -construction survey shall be completed
prior to the beginning of construction and shall be valid until the next period of
active growth. The survey shall be prepared in full compliance with the "Southern
California Eelgrass Mitigation Policy" Revision 8 (except as modified by this special
condition) adopted by the National Marine Fisheries Service and shall be prepared in
consultation with the California Department of Fish and Game. The applicant shall
submit the eelgrass survey for the review and approval of the Executive Director
within five (5) business days of completion of each eelgrass survey and in any event
no later than fifteen (15) business days prior to commencement of any development.
If the eelgrass survey identifies any eelgrass within the project area which would be
impacted by the proposed project, the development shall require an amendment to
this permit from the Coastal Commission or a new Coastal Development Permit.
B. Post Construction Eelgrass Survey. If any eelgrass is identified in the project area
by the survey required in subsection A of this condition above, within one month
after the conclusion of construction, the applicant shall survey the project site to
determine if any eelgrass was adversely impacted. The survey shall be prepared in
full compliance with the "Southern California Eelgrass Mitigation Policy" Revision
5
5 -13 -0479 -(Irvine Company)
Consent Calendar
8 (except as modified by this special condition) adopted by the National Marine
Fisheries Service and shall be prepared in consultation with the California
Department of Fish and Game. The applicant shall submit the post -construction
eelgrass survey for the review and approval of the Executive Director within thirty
(30) days after completion of the survey. If any eelgrass has been impacted, the
applicant shall replace the impacted eelgrass at a minimum 1.2:1 ratio on-site, or at
another location, in accordance with the Southern California Eelgrass Mitigation
Policy. All impacts to eelgrass habitat shall be mitigated at a minimum ratio of 1.2:1
(mitigation: impact). The exceptions to the required 1.2:1 mitigation ratio found
within SCEMP shall not apply. Implementation of mitigation shall require an
amendment to this permit or a new Coastal Development Permit unless the Executive
Director determines that no amendment or new permit is required.
4. Pre -construction Caulerpa Taxilfolia Survey
A. Not earlier than 90 days nor later than 30 days prior to commencement or
re -commencement of any development authorized under this c Coastal Development
Permit (the "project"), the applicants shall undertake a survey of the project area and
a buffer area at least 10 meters beyond the project area to determine the presence of
the invasive alga Caulerpa Taxiffiblia. The survey shall include a visual examination
of the substrate.
R. The survey protocol shall be prepared in consultation with the Regional Water
Quality Control Board, the California Department of Fish and Game, and the
National Marine Fisheries Service.
C. Within five (5) business days of completion of the survey, the applicants shall submit
the survey:
I . For the review and approval of the Executive Director; and
2. to the Surveillance Subcommittee of the Southern California Caulerpa Action
Team (SCCAT). The SCCAT Surveillance Subcommittee may be contacted
through William Paznokas, California Department of Fish & Game
(858/467-4218) or Robert Hoffinan, National Marine Fisheries Service
(562/980-4043), or their successors.
D. If Caulerpa Taxiffiblia is found within the project or buffer areas, the applicants shall
not proceed with the development approved under this Coastal Development Permit
until 1) the applicants provide evidence to the Executive Director that all C.
Taxiffiblia discovered within the project area and all Caulerpa Taxifolia discovered
within the buffer area have been eliminated in a manner that complies with all
applicable governmental approval requirements, including but not limited to those of
the California Coastal Act, or 2) the applicants have revised the project to avoid any
contact with Caulerpa Taxifolia. No revisions to the project shall occur without a
1.1
5-13-0479 (Irvine Company)
Consent Calendar
Coastal Commission approved amendment to this Coastal Development Permit
unless the Executive Director determines that no amendment is legally required.
IV. FINDINGS AND DECLARATIONS:
The Commission hereby finds and declares:
A. PROJECT LOCATION AND DESCRIPTION
The subject site is located at the Bayshore Marina at 2572 Bayshore Drive in the City of Newport
Beach, Orange County (Exhibit #1). The Bayshore Marina is located within the locked gate
residential community of Bayshore and is a private marina with 134 total boat slips which are
available for lease to the public. The proposed project involves the following: replacement of 25
slip fingers, which are currently 40 -feet (1) x 4 -feet (w). The replacement fingers will be reduced by
.1 -foot in width, to be 40 -feet (1) x 3 -feet (w) (Exhibit #2). This is being completed so that the new
slips can accommodate slightly. beamier (wider) boats. Based on the reduction of the slip widths,
there will be a net increase of 975 square feet of uncovered water surface area. The new fingers will
be made of natural hardwood IPE. No bayward encroachment of the docks will occur. The
remaining slips in the marina will be unaffected since there will be no change in slip count or slip
orientation. No other changes or modifications are involved and no landside development is
proposed. Additionally, the finger replacement will not require any modifications to the water -side
piles supporting the boat dock system. Theupplicant has stated that these piles are in excellent
condition and do not need to be replaced.
No public access currently exists through the site. However, the project will have no impacts on
existing coastal access. Public access to the harbor exist upcoast adjacent to the Bayshore
Community at the Balboa Bay Club and Resort.
In order to minimize water quality impacts, the applicant states that construction debris will be
prevented from entering marina waters. However, any debris inadvertently entering the water will
be removed by divers within 24 hours of occurrence. While the applicant has proposed these
measures to protect water quality, additional measures are necessary to ensure that no adverse
impacts to water quality occur. The storage or placement of construction material, debris, or waste
in a location where it could be discharged into coastal waters would result in an adverse effect on
the marine environment. To reduce the potential for construction related impacts on water quality,
the Commission imposes Special Condition No. 1, which requires, but not limited to, appropriate
storage and handling of construction equipment and materials to minimize the potential of
pollutants to enter coastal waters. To reduce the potential for post -construction impacts to water
quality the Commission imposes Special Condition No. 2, which requires the continued use and
maintenance of post construction BMPs.
The proposed slips will be used for boating related purposes to serve an existing marina. The site
has been surveyed by the City of Newport Beach Harbor Resources Division for eelgrass and
eelgrass was discovered within 15-30 feet of the project area. However, the applicant states that
since there will not be any work that disturbs the bottom of the bay that there will not be any
impacts to eelgrass. The applicant proposes to prevent construction debris from entering marina
waters via floating debris catchers and removal of any debris which inadvertently enter the waters
7
5 -13 -0479 -(Irvine Company)
Consent Calendar
within 24 hours of occurrence to address possible construction -phase impacts. As stated, the
proposed project does not anticipate eelgrass impacts, in addition, the new reduced sized fingers will
open up a previously shaded area and expose more bay bottom to sunlight, making additional
eelgrass growth a possibility.
The eelgrass survey took place on May 28, 2013 as required by the City of Newport Beach Harbor
Resources Division and eelgrass surveys completed during the active growth phase of eelgrass
(typically March through October) are valid for 60 -days with the exception of surveys completed in
August -October. A survey completed in August - October shall be valid until the resumption of
active growth (i.e., March 1). The project is agendized for the December 2013 Coastal Commission
Hearing so the eelgrass survey no longer continues to be valid. Therefore, a subsequent eelgrass
survey will be required prior to beginning any construction. A pre -construction Caulerpa twcifolia
survey was completed on May 28, 2013 as required by the City of Newport Beach Harbor Resources
Division. Caulerpa taxifolia surveys are valid for 90 days. The project is agendized for the
December 2013 Coastal Commission Hearing and by this time the Caulerpa taxifolia survey would
not continue to be valid since 90 -days have passed since the survey was completed. Thus, an up-to-
date Caulerpa taxifolia survey must be conducted prior to commencement of the project. Therefore,
the Commission imposes Special Conditions No. 3 and No. 4, which identifies the procedures
necessary to be completed prior to beginning any construction. Also, if any Caulerpa taxifolia is
found on the project site, Special Condition No. 4 also identifies the procedures necessary to be
completed prior to beginning any construction.
The proposed project has received an approval in concept from the City of Newport Beach Harbor
Resources Division. The applicant has stated that no permits are necessary from the Regional Water
Quality Control Board (RWQCB) and U.S. Army Corps of Engineers.
B. MARINE RESOURCES
The proposed recreational boat dock development and its associated structures are an allowable and
encouraged marine related use. The project design includes the minimum sized pilings and the
minimum number of pilings necessary for structural stability. There are no feasible less
environmentally damaging alternatives available. As conditioned, the project will not significantly
adversely impact eelgrass beds and will not contribute to the dispersal of the invasive aquatic algae,
Caulerpa taxifolia. Further, as proposed and conditioned, the project, which is to be used solely for
recreational boating purposes, conforms to Sections 30224 and 30233 of the Coastal Act.
C. WATER QUALITY
The proposed work will be occurring on, within, or adjacent to coastal waters. The storage or
placement of construction material, de6ris, or waste in a location where it could be discharged into
coastal waters would result in an adverse effect on the marine environment. To reduce the potential
for construction related impacts on water quality, the Commission imposes special conditions
requiring, but not limited to, the appropriate storage and handling of construction equipment and
materials to minimize the potential of pollutants to enter coastal waters. To reduce the potential for
post -construction impacts to water quality the Commission requires the continued use and
maintenance of post construction BMPs. As conditioned, the Commission finds that the
development conforms to Sections 30230 and 30231 of the Coastal Act.
M
5-13-0479 (Irvine Company)
Consent Calendar
D. LOCAL COAST PROGRAM
The LUP for the City of Newport Beach was effectively certified on May 19, 1982. The certified
LUP was updated on October 8, 2009. As conditioned, the proposed development is consistent with
Chapter 3 of the Coastal Act and with the certified Land Use Plan for the area. Approval of the
project, as conditioned, will not prejudice the ability of the local government to prepare a Local
Coastal Program that is in conformity with the provisions of Chapter 3.
E. CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
The City of Newport Beach is the lead agency responsible for certifying that the proposed project is
in conformance with the California Environmentally Quality Act (CEQA). The City determined
that in accordance with CEQA, the project is categorically exempt. Section 13096(a) of the
Commission's administrative regulations requires Commission approval of Coastal Development
Permit applications to be supported by a finding showing the application, as conditioned by any
conditions of approval, to be consistent with any applicable requirements of the California
Environmental Quality Act (CEQA).
Although the proposed development is categorically exempt from CEQA, the Commission has
imposed conditions to ensure conformity with Coastal Act requirements. As conditioned, there are
no feasible alternatives or additional feasible mitigation measures available that would substantially
lessen any significant adverse effect that the activity may have on the environment. Therefore, the
Commission finds that the proposed project, as conditioned to mitigate the, identified impacts, is the
least environmentally damaging feasible alternative and consistent with the requirements of the
Coastal Act and CEQA.
9
5 -13 -0479 -(Irvine Company)
Consent Calendar
APPENDIX A
SUBSTANTIVE FILE DOCUMENTS: Approval -In -Concept from the City of Newport Beach
Harbor Resources Division dated June 20, 2013; Letters from CAA Planning to Commission staff
dated July 3, 2013; Eelgrass Survey Reporting Form, Bayshore Mari na, 2572 Bayshore Drive,
Newport Beach, CA 92663 prepared by Coastal Resources Management, Inc. dated May 30, 2013;
Caulerpa taxifolia Survey Reporting Form, Bayshore Marina, 25 72 Bayshore Drive, Newport
Beach, CA 92663 prepared by Coastal Resources Management, Inc. dated May 30, 2013; Letter
from Commission staff to CAAA Planning dated August 1, 2013; and Correspondence from CAA
Planning to Commission staff received August 14, 2013.
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Shawna Schaffner "I T 7.7,
From: Shawna Schaffner
Sent: Wednesday, August 14, 2013 11:45 AM F 0 R NUA
COASTAI-C-OMPA" c S� ON
To: fsy@coastal.ca.gov I
Subject: CDP Application No. 5-137479� s Survey (r)�pclf, Shawna L Schaffner2.vcf
Attachments: Baysh.ore Marina 2013 Eel Gras
Dear Fernie.,
I have received your notice of incomplete application dated August 1, 2013 for Costal Development Permit Application
No. 5-13-479 and would like to update our submittal to provide the information you have requested.
With respect to the figures in the eel grass survey not being very legible, I have attached an electronic copy of the eel
grass report for your ease of review. In addition, two color copies have been mailed to your attention for future
reference.
With respect to your request to provide correspondence or communication with the RWQCB or the USACCE, the
proposed project does not require permits from either agency and as such, no communication exists. As detailed on
page 1 of my original submittal, there will not be any land -side improvements and the dock replacement will not require,
any modifications to the water -side piles supporting the dock system. The project does not involve fill of waters of the
US (neither dredging nor placement of piles) and does not include any land -side components. Where no permit is
required, it is unusual to correspond with an agency, especially -those like the Coastal Commission that have heavy work-
loads and not enough staff. This request is not applicable to this particular project and no additional information is
necessary.
I trust that this will complete the CDP Application. if you have any additional . questions please do not hesitate to contact
me.
Thank you!
Shawna Schaffner
Shawn; L,. Schaftner
Ctdef ExecurdVe
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0491581-2888)dl
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sKhaffne . r@'caaptanning�,com
www.,cwoanning.com.
Notice of Exemption
To:
County Clerk
County of Orange
Public Services Division
Santa Ana, CA 92702
Project Title: Bayshore Slip Finger Replacement
Project Applicant: Irvine Company
From:
City of Newport Planning Division
3300 Newport Boulevard P.O. Box 1768
Newport Beach, CA 92658-8915
(949) 644-3200
Project Location – Specific: The project involves the reconfiguration of 25 slip fingers, reducing the width of slip
fingers for all 40 foot slips at the Bayshore Marina located at 2572 Bayshore Drive, Newport Beach CA 92663
Project Location – City: Newport Beach —Project Location – County: Orang
Description of Nature, Purpose and Beneficiaries of Project: The project consists of the replacement of the 25
slip fingers for the exisitng 40 foot slips at the Marina. The exisitng 40 foot slip fingers are 4 feet in width and a
reduction to 3 feet in width will allow for slightly beamier (wider) boats to be accomodated in the 40 foot slips. The
exisitng slip fingers will be disconnected from the existing dock system and floated to a location where they can be
hoisted out of the water and taken by truck to a recycling center. The new, narrower, slip fingers will be off- loaded
from transport trucks into the water and floated to the Marina where they will be attached to the exisitng dock
system. There will not be any land -side improvements and the replacement will not require any modifications to
the water -side piles supporting the dock system. There will be no change in the slip count or layout. No anchoring
of waterside equipment will be required for the replacement project. In order to minimize water quality impacts,
construction debris will be prevented from entering marina waters. However, any debris inadvertently entering the
water will be removed by divers within 24 hours of occurrence. In addiiton, barriers will be in place to provide safe,
temporary walking surfaces to protect the construction area and manage pedestrian traffic where areas of the
marina are to be open to the public during the construction process. Based on a reduction of the slip widths there
will be a net increase in water surface area of 975 square feet which is considered an environmental bennefit.
Name of Public Agency Approving Project: City of Newport Beach
Name of Person or Agency Carrying out Project: Irvine Company, Greg Sinks, (949) 721-0111
Exempt Status: (check one):
F-1 Ministerial (Sec. 21080(b)(1); 15268);
F� Declared Emergency (Sec. 21080(b)(3); 15269(a));
El Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
2 Categorical Exemption. State type and section number: Class 1 CEQA Guidelines Section 15301
[:1 Statutory Exemptions. State code number:
Reasons why project is exempt: The City considered any potential environmental effects of the proposed project.
Based on their review and all supporting materials provided, the City determined that the project is exempt from
further environmental review consitent with Class 1 - Exisitng facilities exemption under CEQA Guidlelines Section
15301. Class I consists of operation, repair, maintenance, permitting, leasing, licensing or minor alteration of
exisiting public or private structures, facilities, mechanical equipment or topograhical features, involving negligible
or no expansion of use beyond that exisitng at the time of the lead agency's determination. Section 15301 (d)
includes the restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment
to meet current standards of public health and safety, unless it is determined that the damage was substatial and
resulted from an environmental hazard such as earthquake, landslide or flood. The Bayshore slip finger repicement
project will: Provide for slightly wider slips for all 40 foot slips in the Bayshore Marina and increase water coverage
by 975 square feet.
No change in dock layout or slip count will occur and no new piles or support systems will be added to the docks.
Lead Agency
Contact Person: Chris Miller
Area Code/Telephone/Extension: (949) 644 - 3041
If filed by applicant:
1. Attach certified document of exemption finding.
2. Has a Notice of Exern n filed by the public agency approving the project? FlYes El No
�--- 7
Signature: Date: ('12011 Title: 40 -'bol t7e mmqje�
OSigned by Lead Agency El Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.
Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.
Hugh Nguyen
Clerk - Recorder
Orange County
Clerk -Recorder's Office
12 Civic Center Plaza, Room 106, P.O. Box 238, Santa Ana, CA 92702
' web: www.oc.ca.gov/recorder/
PHONE (714) 834-2500 FAX (714) 834-5284
CITY OF NEWPORT BEACH
3300 NEWPORT BEWPORT BEACH
NEWPORT BEACH, CA 92685
Office of the Orange County Clerk -Recorder
Memorandum
SUBJECT: NOTICE OF EXEMPTION
The attached notice was received, filed and a copy was posted on 06/24/2013
It remained posted for 30 (thirty) days.
Hugh Nguyen
Clerk - Recorder
In and for the County of Orange
By: AGUIRRE, IDALIA Deputy
Public Resource Code 21092.3
19M
or a
mmmECEIVE
AUG U Z 2013
BY:
The notice required pursuant to Sections 21080.4 and 21092 for an environmental impact repo
shall be posted in the office of the County Clerk of each county *** in which the project will be
located and shall remain posted for a period of 30 days. The notice required pursuant to Section
21092 for a neizative declaration shall be so i)osted for a period of 20 days, unless otherwise
reauired bv law to be Dosted for 30 days. The Countv Clerk shall post notices within 24 hors of
receipt.
Public Resource Code 21152
All notices filed pursuant to this section shall be available for public inspection, and shall be
posted *** within 24 hours of receipt in the office of the County Clerk. Each notice shall remain
posted for a period of 30 days.
* * * Thereafter, the clerk shall return the notice to the local lead agency within a notation of
the period it was posted. The local lead agency shall retain the notice for not less than nine
months.
Additions or changes by underline; deletions by ***
r
Orange County
Clerk -Recorder's Office
Idugh Nguyen
630N BroadWdY Bldg. 12 Suite
101
Santa Aria, CA, 92701
county
"ine
Ilization'. 20130000247748
6/24/13 3,45 pm
46 SC3
1 tem Ti t I e Coun t
Z01. 1.
EIR Administrative Fee
Document 1D Amoun t
DOW 201385000489 50.00
'Time Recorded 3:45 Pm
Total 50.00
Pdyment Type Amount
Check tendered 50.00
4 50478
r Aw.)unt Due 0.00
THANK YOU
PLEASE RETAIN THIS R CEIPT
FOR YOUR RECORDS'
www. ocrecorder. coiii
FILED
JUN 2 4 2013
HUGH NGUYEN, CLERK -RECORDER
Notice of ExWption DEPUTY
Recorded in Official Records, Orange County
Hugh Nguyen, Clerk -Recorder
50.0c
$ R 0 0 0 5 9 7 5 9 0 2 $
201385000489 3-45 pm 06124/13
46 SC3 Z01
0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00
To: From:
County Clerk City of Newport Planning Division
County of Orange 3300 Newport Boulevard P.O. Box 1768
Public Services Division Newport Beach, CA 92658-8915
Santa Ana, CA 92702 (949) 644-3200
POST
Project Title: BaVshore Slip Finger Replacement
Project Applicant: Irvine CompanV MN 2 4 2013
HUGH NGUYEN, CLERK -RECORDER
Project Location - Specific: The project involves the reconfiguration ol�iSVVt� ;2) d.,.n,4%Y9h of slip
,;;. ., . r;
fingers for all 40 foot slips at the BaVshore Marina located at 2572 BaVshore Drive, Newport Beach CA 92663
Project Location - City: Newport Beach —Project Location - County: Orange
Description of Nature, Purpose and Beneficiaries of Project: The project consists of the replacement of the 25
slip fingers for the exisitng 40 foot slips at the Marina. The exisitng 40 foot slip fingers are 4 feet in width and a
reduction to 3 feet in width will allow for slightly beamier (wider) boats to be accomodated in the 40 foot slips. The
exisitng slip fingers will be disconnected from the existing dock system and floated to a location where they can be
hoisted out of the water and taken by truck to a recycling center. The new, narrower, slip fingers will be off- loaded
from transport trucks into the water and floated to the Marina where they will be attached to the exisitng dock
system. There will not be any land -side improvements and the replacement will not require any modifications to
the water -side piles supporting the dock system. There will be no change in the slip count or layout. No anchoring
of waterside equipment will be required for the replacement project. In order to minimize water quality impacts,
construction debris will be prevented from entering marina waters. However, any debris inadvertently entering the
water will be removed by divers within 24 hours of occurrence. In addiiton, barriers will be in place to provide safe,
temporary walking surfaces to protect the construction area and manage pedestrian traffic where areas of the
marina are to be open to the public during the construction process. Based on a reduction of the slip widths there
will be a net increase in water surface area of 975 square feet which is considered an environmental bennefit.
Name of Public Agency Approving Project: City of Newport Beach
Name of Person or Agency Carrying out Project: Irvine Company, Greg Sinks, (949) 721-0111
Exempt Status: (check one):
El Ministerial (Sec. 21080(b)(1); 15268); 5 51�
El Declared Emergency (Sec. 21080(b)(3); 15269(a)); 01A 9*'-' ��C,
El Emergency Project (See. 21080(b)(4); 15269(b)(c));
Z Categorical Exemption. State type and section number: Class I CEQA Guidelines Section 15301
E] statutory Exemptions. State code number:
Reasons why project is exempt: The City considered any potential environmental effects of the proposed project.
Based on their review and all supporting materials provided, the City determined that the project is exempt from
further environmental review consitent with Class I - Exisitng facilities exemption under CEQA Guidlelines Section
15301. Class I consists of operation, repair, maintenance, permitting, leasing, licensing or minor alteration of
exisiting public or private structures, facilities, mechanical equipment or topograhical features, involving negligible
or no expansion of use beyond that exisitng at the time of the lead agency's determination. Section 15301 (d)
includes the restoration or rehabil* of deterioraled �r dam
_�gecl structure facilities, or mechanical equipment
7ion /e C- LJ
I- - _y" <20 )" 7 r,
:��& --, e- . el � �r" gw
to meet current standards of public health and safety, unless it is determined that the damage was substatial and
resulted from an environmental hazard such as earthquake, landslide or flood. The Bayshore slip finger repicement
project will: Provide for slightly wider slips for all 40 foot slips in the Bayshore Marina and increase water coverage
by 975 square feet.
No change in dock layout or slip count will occur and no new piles or support systems will be added to the docks.
Lead Agency
Contact Person: Chris Miller
Area Cod e/Telephone/Extension: (949) 644 - 3041
If filed by applicant:
1. Attach certified document of e emption finding.
2. Has a Notice of Exemption b n filed by the public agency approving the project? ElYes 0 No
14
elvi,
Signature: —. 7 P U Date: Title: r7e "OP101,0V
2 Signed by Lead Agency [:]Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.
Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.
FILED
JUN 2 4 2013
HUGH NGUYEN, CLERK -RECORDER
BY. D E P
PUSTED
P JUN 2 4 201�1
By. HUGH "'WEEN, CL6RK-RECofZDER
��DEPUTy
ayshore Marina
THE IRVINE COMPANY
Newport Beach, CA
E
40 Ft
FINGER REPLACEMENT PROJECT
DRAWING INDEX
B A Y S H 0 R E D R V E
REV DATE SHEET DESCRIPTION
A 5/2/13 T-1 TITLE SHEET
A 5/2/13 GN -1 GENERAL NOTES
A 5/2/13 C-1 FINGER REPLACEMENT PLAN
Af,.1 Am4l
i5
A 5/2/13 C –2 TYPICAL DETAILS 1
A 5/2/13 C-3 TYPICAL DETAILS 2
lx�
CT I Uff
PROJE E. bi'
SITE 73
�44
LL -H:H"L-1 UU
A
�4�'Js
./I
r inrir'ir I[
AR, ks
E
tss
�,a
R -
M,
SITE PLAN
Mor NowportCoust
NOT TO SCALE
........... 11
ma ---W1%WMV
WIVE
�)RT
BEAr-W--
OWNE CONSULTANTS
MARINA OWNER THE IRVINE COMPANY MARINA MASTER URS CORPORATION
550 NEWPORT CENTER DR. PLANNING, 310 GOLDEN SHORE, SUITE 100
NEWPORT BEACH, CA 92660 STRUCTURAL LONG BEACH, CA 90802
PHONE: 949.720.2391 & ELECTRICAL PHONE: 562.308.2300 FAX: 562.256.7905
E LGHA,&-S-RSPEC-T-10N
VICINRY MAP
CONTACT: JOHN DOANE CONTACT: RANDY MASON
NOT TO SCALE
AGENCY COORDINATION & CAA PLANNING
n r 6grass within 15' of project
MARINA OPERATOR CALIFORNIA RECREATION COMPANY COMPUANCE CONSULTANT 85 ARGONAUT, SUITE 220
1137 BAYSIDE DR. ALISO VIEJO, CA 92656
)K-Eeigrass within 15 - 30'of projed
NEWPORT BEACH, CA 92625 PHONE: 858.560.5465 FAX: 858.560.7779
PHONE: 949.721.0111 FAX: 949.721.0118 CONTACT: TOM MATHEWS
I i project area
E I NJ goe ir
CONTACT: GREG SINKS
=rass
bignature
InspectionD e&TIme
It
SCALE
ENGINEER RHM
BAYSHORE MARINA
Newport Beach, CA
NONE
DESIGNER
The Irvine Company
550 Newport Center Drive
310 Golden Shore, Suite 100
Long Beach, CA 90802
PROJECT NUMBER
30990359
CAD OPERATOR
RLR
40 Ft FINGER REPLACEMENT PROJECT
Newport Beach, CA 92660
Tel: (562) 308-2300
Fax: (562) 256-7905
TITLE SHEET
7A'� �5—/0-2/13 ISSUED FOR REMEW RHM ZS—
CHECKER
FJM
DRAWING NUMBER
NO. DATE DESCRIPTION BY NO. DATE DESCRIPTION BY
T-1
REMSIONS
REVISIONS
PROJECT MANAGER
RHM
DESCRIPTION
REVISIONS
DESCRIPTION
REVISIONS
ENGINEER RHM
The Irvine Company 310 Golden Shore, Suite 100
Long Beach, CA 90802 CAD OPERATOR
550 Nc�NTort Center Drive Tel: (562) 308-2300 RLR
MI wport 13cach, CA 92660 um Fax: (562) 256-7905 CHECKER RHM
PROJECT MANAGER RHM
BAYSHORE MARINA
Newport Beach, CA
40 Ft FINGER REPLACEMENT PROJECT
VICINIW MAP
:T - HALF SIZ
I CALE &
NTS J_
ROJECT NUMBER
30990359
RAWING NUMBER
SP— 1
J,
State of California.�Natural Resources Agency
DEPARTMENT OF FISH AND WILDLIFE
2013 ENVIRONMENTAL FILING FEE CASH RECEIPT
SEE INSTRUCTIONS ON REVERSE. TYPE OR PRINT CLEARLY
LEAD AGENCY
RECEI
PT# 443477
STATE CLEARIT7
(Ifapplicable)
FKUJrL, I ArrPLIW41M I dPP1UP11dLU UUA
LJ Local Public Ag e(`nc[1y&(;R School District Other Special District State Agency U9 Private Entity
CHECKAPPLICABLE FEES:
LJ Environmental Impact Report (EIR) $2,995.25 $
LJ Mitigated/Negative Declaration (ND)(MND) $2,156.25 $
LJ Application Fee Water Diversion (State Water Resources Control Board Only) $850.00 $
LJ Projects Subject to Certified Regulatory Programs (CRP) $1,018.50 $
County Administrative Fee $50.00 $
Project that is exempt from fees
Notice of Exemption
DFW No Effect Determination (Form Attached)
L] Other $
-ROJECTAPPLICW YELLOW-DFWASB PINK-LEADAGENCY GO&EN R�D - COUNTY CLERK DFG 763.5a (Rev. 11 /12)
COUNTY/STATE AGENCY OF FIL
( )m
OCUMENTNUMB
PROJECTTITLE15,
PROJECTAPPLICANT ]TAME
PHON
PROJ
IC,
&ad
STATE
ZIP CODE q
b
, ell Wfir�
FKUJrL, I ArrPLIW41M I dPP1UP11dLU UUA
LJ Local Public Ag e(`nc[1y&(;R School District Other Special District State Agency U9 Private Entity
CHECKAPPLICABLE FEES:
LJ Environmental Impact Report (EIR) $2,995.25 $
LJ Mitigated/Negative Declaration (ND)(MND) $2,156.25 $
LJ Application Fee Water Diversion (State Water Resources Control Board Only) $850.00 $
LJ Projects Subject to Certified Regulatory Programs (CRP) $1,018.50 $
County Administrative Fee $50.00 $
Project that is exempt from fees
Notice of Exemption
DFW No Effect Determination (Form Attached)
L] Other $
-ROJECTAPPLICW YELLOW-DFWASB PINK-LEADAGENCY GO&EN R�D - COUNTY CLERK DFG 763.5a (Rev. 11 /12)
u
,�4
f
r
u
California Coast 1 Corp
SOU 'Aliss,on
th oast a j t
tr
rl t 4Y
m
ayshore arina
FV
THE IRVINE COMPANY EFFE VE
Date:
Newport Beach, CA
:2
400" Ft FING"ER REPLAU'VEMENT PRu"JECT
DRAWING INDEX
B A Y S H 0 R E D R V E
REV DATE SHEET DESCRIPTION
A 5/2/13 T-1 TITLE SHEET
OF
All —1
A[ d Area A 5/2/13 GN GENERAL NOTES
A 5/2/13 C-1 FINGER REPLACEMENT PLAN
I
A 5/2/13 C-2 TYPICAL DETAILS 1
5/2/13 C-3
A TYPICAL DETAILS 2
PRO�ECT Fasibluff
III-e
MI. un- =..
F.,
INIT TO T T T TATITAITIT T T T TAT TIM
'vj
ISSUED
DESCRIPTION
REVISIONS
DESCRIPTION
REVISIONS
The Irvine Company 310 Golden Shore, Suite 100
ie Long Beach, CA 90802
550 Newport Center Dri, Tel: (562) 308-2300
Nowport Beach, CA 92660 Fax: (562) 256-7905
ENGINEER
RHM
CAD OPERATOR RLR
CHECKER RHM
PROJECT MANAGER RHM
1= I== -
a -61191M
REDUCED SET - HALF SIZ
BAYSHORE MARINA SCALE A
Newport Beach, CA NTS I
PROJECT NUMBER
40 Ft FINGER REPLACEMENT PROJECT 30990359
VICINITY MAP DRAWING NUMBER
SP— 1
7
NOTES:
1. ALL DIMENSIONS ARE MEASURED FROM
THE OUTSIDE FACE OF (F.O.) STRINGERS.
1A
31 6 3/4
E POINT (TYP)
STRINGERS
-F.O. (E) STRINGER
-F.O. (N) STRINGER
(E) 1,rO PILE
9 1/2'
MIN
PILE CILR.
FINGER PLAN
�o� L LI L A L)oi L A LA LA ihJ Lze hts-) 4��-rt
7 1/4-
31 4 3/4- 31 43/4' 31r 3 6 1/2" 3' 6 3/4'
TI
"I KWI
7 TYP
TV
TV
13'-10 1/2' 13'-11 5/8"
15' -Il 3/4* 1 1 15-7 1/2' 1 1 14'-B 11,V 15,-1 1/'r 14'-g 3/4'
8 "P T,
lyp
TYP
@ @ 0
L --11
9 1 2' 9 1/2!
7 9 1/2' 9 1/2' A-- - t
SUP NO.
(E) SUP WIDTH
(N) SUP VIIDTH
GAINED WIDTH
@
IS -4 1/2'
13'-11 5/8*
7 1/8.
@
IT -1 1"
13'-10 1/2'
11 1/2'
@
is -ill
14'-9 3/4'
10 3/4'
@
le -0,
15'-0'
12'
14!--0*
is' -I*
13,
14!-D'
IT -1 !L4
1� 1/14
(11
'3' 1 1 1/4'
14'-i 1/1'
- ii,
(1
iT:7 1�2 .
5-7 1/2'
12'
(19,
IT -4 1/2' 1
IiW-11 3/4'
7 1/4� 1
PARTIAL PLAN EAST
�-i SCME- NE
KEYNOTES:
(D EASTING PILE TO REMAIN
(D EXISTING 4' WIDE FINGER FLOAT AND ASSOCIATED
HARDWARE TO BE REMOVED AND REPLACED WITH
3' WIDE FINGER
EXISTING DOCK BOX TO BE REMOVED AND
REINSTALLED
EXISTING FIRE HOSE CABINET TO BE REMOVED
AND REINSTALLED
EXISTING STAND PIPE TO BE REMOVED AND
REINSTALLED
EXISTING TRASH BIN TO BE REMOVED AND
REINSTALLED
PROTECT IN PLACE EXISTING SEWER HYDRANT OR
RELOCATE AS NEEDED
INSTALL NEW 3' WIDE FINGER, PONTOONS AND
As'01MCEIVED
South Coast Region
JUL 3 2013
CALIFORNIA
COASTAL COMMISSION
WIMM POMMIIIIIIIIIIIIII .
INI . -1 = M
SUP NO.
(EQ) SUP WWUMM
1 114
GAINED WIDTH
@
f '"11,
16'-7 1/4-
9 1/4-
I@
i4'-9 1/2'
IT -8 1/2-
11'
@
14!-0'
14!-B 3/4-
6 3/4'
@
13�-5'
14--7 1/2-
14 1/2-
1S-5 311V
W-11 1/1'
17 3/4-
1
f
ff
7 1/2' 1
(11
13'-4 1/2'
—
- ii,
(1
13'-5 1/2-
14'-7 1/2-
14'
! 1 3--G'
14'-2 1/4-
8 I/r
1 3,-r
15'-2 1/2-
17 1/2 -
IV -W
14'-10 1/2'
10 1/2'
131-6,
14'-5 1/2'
11 1/2-
ir-6,
W-7 3/4'
13 3/4-
13'-S 1/2'
14'-9'
!4 !/2
13!-6'
14!--S 1/8'
1 4 '/8
T11
14'-0 3/8-
8 7/8'
I/
13-4 1/12
W -D 1/4"
7 3/4-
IY-11'
14!-5 1/2-
a 1 /2"
/
4 Typ
-0
6 TYP
5
TYP
7 TYP
Typ
oar�2
14�-5 1/2" 1
14�-O 1/4'
14'-0 3/8'
14'-B 1/8'
'4'--9'
14'-7 3/4-
14'-5 1/2-
14'-10 1/2*
15'-2 1/2'
14'-2 1/4-
14'-7 1/2'
11-0 3/4'
14'-11 1/2*
14'-7 1/2'
14'-6 3/4-
15'-8 1/2'
TYP
1131
@
13,
@
E31
8
E3
@
@
__
[
1 L
L
------
9 �r
9 1/2'
1 1
..42
9 1/2- 7j
� 2
9 1
..A2
..
9 1/2'
9.1 2'
9,1 2*
9 1/2"
9 1/2"
9 1/2-
- MIN
MIN
SUP NO.
(EQ) SUP WWUMM
(N) SUP WIDTH
GAINED WIDTH
@
15' -IV
16'-7 1/4-
9 1/4-
I@
i4'-9 1/2'
IT -8 1/2-
11'
@
14!-0'
14!-B 3/4-
6 3/4'
@
13�-5'
14--7 1/2-
14 1/2-
1S-5 311V
W-11 1/1'
17 3/4-
IY-5 114r
14'4 3/4'
7 1/2' 1
(11
13'-4 1/2'
7 1/2-
(1
13'-5 1/2-
14'-7 1/2-
14'
! 1 3--G'
14'-2 1/4-
8 I/r
1 3,-r
15'-2 1/2-
17 1/2 -
IV -W
14'-10 1/2'
10 1/2'
131-6,
14'-5 1/2'
11 1/2-
ir-6,
W-7 3/4'
13 3/4-
13'-S 1/2'
14'-9'
!4 !/2
13!-6'
14!--S 1/8'
1 4 '/8
13'-3 1/2
14'-0 3/8-
8 7/8'
I/
13-4 1/12
W -D 1/4"
7 3/4-
IY-11'
14!-5 1/2-
a 1 /2"
DESCRIPTION I BY INO.1 DATE I DESCRIPTIDN
REVISIONS I REVISIONS
16'-7 1/4'
..... . ..... . �-" I vA -Li a %-vabl,al %-V11111HZjbjUjL
South Coast District Office
_ZPROAP
D E15 7 Q
rit�
i)y -
er i — -6
PPRO E�
r 0._
PARTIAL PLAN WEST
SCML- NTS . . . . . . . . . . . . . . . . . . . . . .
IV
4EFFFFFE
iV4� I t4I Z_�
........ .........
VE97- EAST
0 20'
KEY PLAN
GRAPHIC SCALE
ENGINEER RHM BAYSHORE MARINA SCALE
DESIGNER Newport Beach, CA AS SHOWN
- The Irvine Company 310 Golden Shore, Suite 100 - PROJECT NUMBER
- 550 Newport Center Drive Long Beach, CA 90802 CAD OPERATOR RLR 40 Ft FINGER REPLACEMENT PROJECT 30990359
Tel: (562) 308-2300
Newport Beach, CA 92660 Fax: (562) 256-7905 CHECKER FJM FINGER REPLACEMENT PLAN DRAWING NUMBER
PROJECT MANAGER RHM� C- 1
(E) 2x6
DECKING
38'-B"± (VARIES - FIELD
PONTOON I DIMENSIONS BY CON
M
3 1/8"x9"
CONNECT 3 1/8 X 9 TO 3
_
PROVIDE NEW AND/OR
ALL FOUR (4) SIDES OF
CONNECTOR, TYP
REUSE EXISTING TORSION
. ..... . ...
.......... -0. \_
n�EM
ALIGNED AND BOLTED TO
BAR AND RESIZE
FRAMING MEMBERS. TYP
FULL LENGTH 2XIS OF
SPREADER BAR TO FIT
IPE DECKING
i11
INTO A 3 FT WIDE FINGER
MNMR-�i
r_l'� TYPICAL PLAN .3'
TORSION BAR LENGTH:
��2 SCALE N7S
79
APPROX. 20 Fr.7\
M
3 1/8"x9"
CONNECT 3 1/8 X 9 TO 3
_
1/8 X 6 W/ TYPE 3
ALL FOUR (4) SIDES OF
CONNECTOR, TYP
PLASTIC PONTOON TO BE
. ..... . ...
.......... -0. \_
n�EM
ALIGNED AND BOLTED TO
— 4X6 KNEE BRACE
FRAMING MEMBERS. TYP
FULL LENGTH 2XIS OF
U
Lf)
DECK BOARDS ACROSS
i11
HEADWALK AND FILLET
MNMR-�i
r_l'� TYPICAL PLAN .3'
WIDE FINGER (Option 1
��2 SCALE N7S
U
(NOTE: PATTERN OF DECKING
INSTALLATION ON FINGER
AND HEADWALK DESIRED)
Mot
IPE DECKING
110
CONNECT 3 1/8 X 9 TO 3
(E) I ),I A 1/8 X 6 W/ TYPE 3
DECKING
CONNECTOR, TYP
\-KNEE BRACE
. . ...... ... .. .......... 6
. ........ .
_7_7 NOTE: FULL LENGTH 2X6 OF
.... . ..........
DECK BOARDS ACROSS
HEADWALK AND FILLET
REVIEW
DESCRIPTION
REVISIONS
38'-8"± (VARIES - FIELD VERIFY)
PONTOON I DIMENSIONS BY CONTRACTOR
3 1/8"x9
; "0
3 1/8'x9'
NOTE.,
ALL FOUR (4) SIDES OF
PLASTIC PONTOON TO BE
AUGNED AND BOLTED TO
FRAMING MEMBERS. TYP
TYPICAL PLAN — 3' WIDE FINGER (Option
SCALE NIS
(NOTE: PATTERN OF DECKING INSTALLATION ON FINGER
AND HEADWALK DESIRED)
REVISIONS
DECKING
CONNECT 3 1/8 X I TO
4X6 AND 4X6 TO, 4X16 W1 I CONNECT 3 1/8 X 9 TO
TYPE 3 CONNECTOR TYP -_X�c
3 1/8 X 9 W1 TYPE 2
CONNECTOR TYP
DECKING
CONNECT 3 1/8 X 9 TO
4X6 AND 4X6 TO 4X6 W1
TYPE 3 CONNECTOR TYP-
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
1 1/2- SS FINISHING NAILS
0 12" SPACING IN
STAGGERED PATrERN
STRAIGHT LINE
OF SCREWS
.. ........ CONTINUOUS SHIM
CONTINUOUS BEADS
_
_
I I
S.S. DECK SCREWS
3 1/8- x 9" GLU-LAM _j
OF MARINE GRADE ADHESIVE
ONTOO
P ONTOON DEPTH
D ETERMINED BY
ETERMINED By
1/2- CDX PLYWOOD (TOP
'CTOPZ7771.
JU ZD
5/8-0 BOLTS (TYP) -D
U
Lf)
CONTRA CTOR
i11
Lrm 0
5/8-0 BOLTS OR LAG
MNMR-�i
*C-4
AND SMOOTH) TYP.
SCREWS (TYP)
U
FINISHING NAILS
FOR SHIM
PONTOON DEPTH
DETERMINED BY
2 S.S. DECK SCREWS PER SUPPORT.
PRE -COUNTERSUNK ALL HOLES AND PRE-DRILLEE
Mot
3 SEC11ON (Option 1)
CONNECT 3 1/8 X 9 TO
4X6 AND 4X6 TO 4X6 W1
TYPE 3 CONNECTOR TYP-
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
1 1/2- SS FINISHING NAILS
0 12" SPACING IN
STAGGERED PATrERN
STRAIGHT LINE
OF SCREWS
.. ........ CONTINUOUS SHIM
CONTINUOUS BEADS
FULL WIDTH SHIM 1 1/2- NAILS
TO MATCH SUPPORTING
MEMBER 8" CDX PLYWOOD
PLAN SECTION
TORSION BAR, 3 1/2"o
SCHED 80 PIPE 0
IPE DECKING, 5/4 THK MATE L ( LIE
3'-0" OR NOMINAL 1- THK) LOOSBAID
2 - S.S. 2 1/2".DECK SCFNMI Cr3 <
3/8"--- PER SUPPORT. PRE -COUNT ZS 2
ALL HOLES AND PRE-DRII C__l
THE DECKING
00
-I T_
k1mvi nmj= �]D U_ (j
1/2* THK. SHIM TYPA_
_
_
I I
S.S. DECK SCREWS
3 1/8- x 9" GLU-LAM _j
OF MARINE GRADE ADHESIVE
ONTOO
P ONTOON DEPTH
D ETERMINED BY
ETERMINED By
1/2- CDX PLYWOOD (TOP
'CTOPZ7771.
JU ZD
5/8-0 BOLTS (TYP) -D
U
Lf)
CONTRA CTOR
SURFACE TO BE PATCHED
Lrm 0
5/8-0 BOLTS OR LAG
<
0
*C-4
AND SMOOTH) TYP.
SCREWS (TYP)
U
FINISHING NAILS
FOR SHIM
PONTOON DEPTH
DETERMINED BY
2 S.S. DECK SCREWS PER SUPPORT.
PRE -COUNTERSUNK ALL HOLES AND PRE-DRILLEE
Mot
3 SEC11ON (Option 1)
TO BE PATCHED AND SMOOTH) TYP.
�': 0
>
THRU BOTH THE DECKING AND SHIM
T HR'
f'"
5/8- CDX PLYWOOD (TOP U
7AND
SCALE. NIS
(DESIGN/BUILD BY CONTRACTOR)
SURFACE TO BE PATCHED 2
SMOOTH) TYP. =
STRAIGHT LINE
,-----OF SCREWS
1/2- THICK ALASKAN YELLOW CEDAR SHIM
1/2
0 9L4
FLOATATION UNIT C')
SECTION (Option 2)
al
9Q
2 - S.S. DECK SCREWS PER
CONSISTENT SPACING
SUPPORT. PRE -COUNTERSUNK ALL
I
MARINE GRADE ADHESIVE SPREAD
IPE DECKING,-
C OARD
FOR EACH B
ENGINEER RHM
ALONG FULL WIDTH AND LENGTH OF
LO
LOOSELY BUTTED
."F
1/2' C DX PLYWOOD
LL
ALL STRINGERS AND CROSS MEMBERS
FULL WIDTH SHIM 1 1/2- NAILS
TO MATCH SUPPORTING
MEMBER 8" CDX PLYWOOD
PLAN SECTION
TORSION BAR, 3 1/2"o
SCHED 80 PIPE 0
IPE DECKING, 5/4 THK MATE L ( LIE
3'-0" OR NOMINAL 1- THK) LOOSBAID
2 - S.S. 2 1/2".DECK SCFNMI Cr3 <
3/8"--- PER SUPPORT. PRE -COUNT ZS 2
ALL HOLES AND PRE-DRII C__l
THE DECKING
00
-I T_
k1mvi nmj= �]D U_ (j
1/2* THK. SHIM TYPA_
0
3 1/8 X 9 W1 TYPE 2
3 1/8- x 9" GLU-LAM _j
<
ONTOO
P ONTOON DEPTH
D ETERMINED BY
ETERMINED By
1/2- CDX PLYWOOD (TOP
'CTOPZ7771.
JU ZD
5/8-0 BOLTS (TYP) -D
U
Lf)
CONTRA CTOR
SURFACE TO BE PATCHED
Lrm 0
5/8-0 BOLTS OR LAG
<
0
AND SMOOTH) TYP.
SCREWS (TYP)
U
PONTOON DEPTH
DETERMINED BY
5/8- CDX PLYWOOD (TOP SURFACE
Mot
3 SEC11ON (Option 1)
TO BE PATCHED AND SMOOTH) TYP.
�': 0
>
FLOATATION UNIT
f'"
5/8- CDX PLYWOOD (TOP U
7AND
SCALE. NIS
(DESIGN/BUILD BY CONTRACTOR)
SURFACE TO BE PATCHED 2
SMOOTH) TYP. =
STRAIGHT LINE
,-----OF SCREWS
0 9L4
FLOATATION UNIT C')
SECTION (Option 2)
al
9Q
2 - S.S. DECK SCREWS PER
(DESIGN/BUILD BY CONTRACTOR)
SUPPORT. PRE -COUNTERSUNK ALL
SCALE NIS
HOLES AND PRE -DRILLED THRU
ENGINEER RHM
S.S. DECK SCREWS
BOTH THE DECKING AND PLYWOOD
."F
1/2' C DX PLYWOOD
Newport Beach, CA
AS SHOWN
1/2" NAILS
MARINE GRADE ADHESIVE SPREAD
co
_��l
FOR PLYWOOD
T
ALONG FULL WIDTH AND LENGTH OF
ALL STRINGERS AND CROSS MEMBERS
NUMBER
CAD OPERATOR
RLR
-T -
1 1/2- NAILS
30990359
Fax: (562) 256-7905
CONSISTENT
A4-
5/8-CDX PLYWOOD
CHECKER FJM
IPE DECKING,
SPACING FOR
SECTION
r
LOOSELY BUTTED
I- EACH BOARD
PLAN
IPE DECKING, 5/4 THK MATERIAJ., t,,_
(TRUE OR NOMINAL 1- THK)
3'-0'
LOOSELY BUTTED f
2 - S.S. 3 1/2' DECK SCRE�C 4i
PER SUPPORT. PRE-COUNTERSLLXK4�i`
CONNECT 3 1/8 X 9 TO
ALL HOLES AND PRE -DRILLED Rgj'
3 1/8 X 9 W1 TYPE 2
BOTH THE DECKING AND PLYW6Db
CONNECTOR TYP
1/2- CDX PLYWOOD (TOP
'CTOPZ7771.
VINYL BUMPER STRIP
SURFACE TO BE PATCHED
AND SMOOTH) TYP.
clu,
J 3 1/8" x 9" GLU-LAM
PONTOON DEPTH
DETERMINED BY
N-5/8-0 BOLTS (TYP) C13
Mot
�': 0
>
CONTRACTOR
f'"
5/8- CDX PLYWOOD (TOP U
7AND
1
SURFACE TO BE PATCHED 2
SMOOTH) TYP. =
0 9L4
FLOATATION UNIT C')
SECTION (Option 2)
al
9Q
(DESIGN/BUILD BY CONTRACTOR)
SCALE NIS
ENGINEER RHM
BAYSHORE MARINA
SCALE
Newport Beach, CA
AS SHOWN
DESIGNER
310 Golden Shore, Suite 100
PROJECT
NUMBER
CAD OPERATOR
RLR
40 Ft FINGER REPLACEMENT PROJECT
Long Beach, CA 90802
Tel: (562) 308-2300
30990359
Fax: (562) 256-7905
TYPICAL DETAILS 1
CHECKER FJM
DRAWING NUMBER
PROJECT MANAGER RHM I
I
C-2
11/16-0
5/8"0 BI
WIDTH VARIES
3"
5 1/4- 3- 6' 6. 5 1/4" 3,
IPE T'
FPL
C EARANCE
r2A
- - - - - - - - - -
(D Q) -
NOTCH (TYP) \�-11/16"O HOLES
OIL 3/8 -
SPREADER BAR
SCALE: 3" = 1'-0"
11 6-0 HOLES,
FC61 5/8 BOLTS (TYP)
3/4" CLIP
Typ
TYPE 3 (9t) LULAM TO 6" GLULAM &
TO 4XIS) CONNECTOR r5-"�
SCALE: 3" = 1'-0* IQ -3
V,
SECTION r2 -A�
"Ly
SPREADER BAR
SCALE; 1 1/2" = V-13"
RECEIVED
South Coast Region
JUL 3 2013
CALIFORNIA
COASTAL COMMISSION
California Coastal Commission
South Coast Distriqt Office
APPROVEX; - 7
1 4 7,j
--- - ----------
B... . ............
EFFE�L
Date: .. . AW.1 ...
E
o
2
&
NO.
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
31OG olden Shore, Suite 100
Long Beach, CA 90802
Tel: (562) 308-2300
Fax: (562) 256-7905
ENGINEER
RHM_
BAYSHORE MARINA
Newport Beach, CA
SCALE
AS NOTED
DESIGNER
CAD OPERATOR
RLR
40 Ft FINGER REPLACEMENT PROJECT
TYPICAL DUAILS 2
PROJECT NUMBER
30990359
A
7'� ISSUED FOR REVIEW RHM RHM
DATE DESCRIP TIDN BY DESCRIP11ON BY
CHECKER FJM
DRAWNG NUMBER
C-3
REVISIONS REVISIONS
PROJECT MANAGER RHM
GENERAL CONDITION
THE CONTRACTOR SHALL FURNISH ALL TOOLS, EQUIPMENT. MATERIALS AND
SUPPLIES AND SHALL PERFORM ALL LABOR AND SUPERVISION AND
PROFESSIONAL SERVICES NECESSARY FOR THE DESIGN, FABRICATION,
ASSEMBLY AND INSTALLATION OF THE FLOATING DOCKS AS SPECIFIED HEREIN
AND AS SHOWN ON THE DRAWINGS.
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE
ENGINEER. SHOP DRAWINGS SHALL INCLUDE THE LAYOUT OF THE PONTOONS,
DETAILS OF KNEE AND TORSION BAR CONSTRUCTION, DETAILS OF ALL
CONNECTOR PLATES AND ANGLES. GUIDE ROLLER ASSEMBLIES. ETC.,
CONTRACTOR SHALL ALSO SUBMIT SAMPLES OF ALL MATERIALS SPECIFIED IN
THESE CONSTRUCTION DOCUMENTS FOR VERIFICATION AND APPROVAL PRIOR
TO PROCUREMENT OF MATERIALS. ENGINEER RESERVES THE RIGHT TO REVISE
THE SPECIFICATION OF MATERIALS UPON EXAMINATION OF CONTRACTOR'S
SUBMITTAL -
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS
BEFORE STARTING WORK. THE OWNER OR ENGINEER SHALL BE NOTIFIED OF
ANY DISCREPANCY. CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO
CLEARANCES BETWEEN EXISTING PILES AND EDGE OF NEW FINGERS SUCH THAT
A MINIMUM OF 9.5 INCHES CLEAR IS MAINTAINED.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
GENERAL NOTES.
DIMENSIONS TAKE PRECEDENCE OVER SCALE.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM
FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR
REPLACEMENT OF SAME IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.
THE CONTRACTOR SHALL PREPARE ANY NECESSARY PLANS AND DETAILS FOR
TEMPORARY ACCESS AND UTILITIES, REQUIRED FOR PROJECT PHASING.
PERMITS, IF REQUIRED, FOR TEMPORARY CONSTRUCTION MEASURES SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR.
ALL DEMOLISHED EXISTING MARINA ELEMENTS SHALL BE REMOVED FROM THE
SITE AND TRANSPORTED TO A COUNTY APPROVED DISPOSAL SITE.
THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL CONSTRUCTION
SURVEYING THAT MAY BE REQUIRED,
THE DIMENSIONS SHOWN ON THE PLANS ARE NOMINAL AND CAN BE ADJUSTED
TO SUIT SPECIFIC FLOAT AND FRAMING CONDITIONS.
REGULATORY REQUIREMEN
THE CONTRACTOR SHALL, AT ALL TIMES, COMPLY WITH ALL GOVERNMENT
LAWS, REGULATIONS, AND DIRECTIVES INCLUDING BUT NOT LIMITED TO THOSE
ISSUED 13Y OSHA AND CALOSKA, U.S. ARMY CORP. ENGINEERS, CALIFORNIA
COASTAL COMMISSION, AND THE NEWPORT BEACH MARINE DEPARTMENT.
ALL MATERIALS AND WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE
(UBC), CA BLDG. CODE (CEIC) & ADA, LATEST EDITIONS
AND OTHER APPUCABLE CONSTRUCTION CODES.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS PROJECT.
T
REMOVE — SHALL MEAN TO DEMOLISH, TRANSPORT AND DISPOSE OF AT
CONTRACTOR'S EXPENSE.
REMOVE AND REINSTALL — SHALL MEAN TO REMOVE, PROTECT, STORE, CLEAN
AND REINSTALL IN GOOD CONDITION.
INSTALL — SHALL MEAN TO FURNISH THE ITEM SPECIFIED, TRANSPORT TO -THE
SITE AND INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS
AND THESE DRAWINGS.
SALVAGE - SHALL MEAN TO DISASSEMBLE, SORT INTO LIKE COMPONENTS,
PACKAGE OR PALLETIZE INTO TRANSPORTABLE UNITS, AND TRANSPORT TO A
SITE DESIGNATED BY OWNER.
DESIGN CRITERIA
1. DESIGN GUIDE: 'LAYOUT AND DESIGN GUIDELINES FOR SMALL CRAFT
BERTHING FACILITIES,- STATE OF CALIFORNIA. DEPARTMENT OF BOATING
AND WATERWAYS, JANUARY 1980 WITH 1984 REVISIONS.
2. DESIGN LOADINGS:
A. DEAD LOAD: ALL DECKING. FRAMING, TORSION BARS,
CONNECTIONS, FLOATING UNITS, PIPING, CONDUITS, FIRE BOXES,
GANGWAY, TRANSFORMERS, CABINETS. ETC. SPECIFIC WEIGHT OF
LUMBER USED SHALL BE 35 POUNDS PER CUBIC FOOT.
B. LIVE LOAD: 20 POUNDS PER SQUARE FOOT.
C. LATERAL LOAD: WIND — 15 PSF.
WAVE — 1 FOOT WAVE HEIGHT
BERTHING & MOORING — VESSEL LENGTH
EQUALS SUP LENGTH
3. FLOATS SHALL BE DESIGNED BY THE CONTRACTOR TO BE
WITHIN THE FOLLOWING TOLERANCES OF BEING LEVEL UNDER
DEAD LOAD CONDITIONS ONLY:
A. MAXIMUM TRANSVERSE SLOPE FOR FINGER FLOATS: 2 PERCENT.
B. MAXIMUM TRANSVERSE SLOPE FOR MAIN FLOATS: 2 PERCENT.
C. MAXIMUM LONGITUDINAL SLOPE: 3 PERCENT.
REVISIONS
STRUCTURAL METAL & ASSOCIATED HARDWARE
STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATIONS FOR
STRUCTURAL STEEL FOR BRIDGES AND BUILDINGS, ASTM A36. ALUMINUM SHALL
CONFORM TO 6061—T6 MATERIAL. ALL STAINIESS STEEL SHALL CONFORM TO
A31 B.
FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST AISC
SPECIFICATIONS.
ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION OR
INSTALLATION OF STRUCTURAL METAL ELEMENTS.
ALL NEW STRUCTURAL STEEL, BOLTS AND HARDWARE SHALL BE HOT—DIPPED
GALVANIZED AFTER FA13RIWON WITH AN AVERAGE OF 3 OUNCES OF ZINC PER
SQUARE FOOT OF SURFACE. BOLTS SECURING THE CUPS AND
SPLICES SHALL BE AT LEAM 5/B—INCH NOMINAL DIAMETER. MINIMUM
EDGE DISTANCE FOR BOLT HOLES IN STEEL MEMBERS SHALL BE IN
ACCORDANCE WITH "MANUAL OF STEEL CONSTRUCTION' 7TH EDITION.
RE—FABRICATED EXISTING STEEL SHALL RECEIVE THE APPROPRIATE TOUCH—UP
COATING/S OF -GALVALOY-, PER MANUFACTURER'S RECOMMENDATIONS.
ALL BOLTS SHALL BE THRU—BOILTS UNLESS SPECIFICALLY NOTED OTHERWISE.
NO CONNECTING DEVICE SHALL PROTRUDE BEYOND THE FASCIA OR WALER
INTO THE BERTH AREAL
LUMBER AND ASSOCIATED FASTENER
ALL BOLTS THROUGH WOOD SHALL BE 5/8 INCH DIAMETER HOT -DIP GALVANIZED
A307 THRU-BOLTS UNI FSS NOTED OTHERWISE BOLT HEADS SHALL BE
HEX HEAD WITH WASHERS USED UNDER ALL NUTS.
ALL SAWN LUMBER SHALL BE S4S DOUGLAS FIR GRADE SELECT STRUCTURAL
STAMPED BY REPUTABLE GRADING AGENCY. GRADING RULES NO. 16 OF THE
WEST COAST INSPEC71ON BUREAU SHALL BE USED. EXPOSED MEMBERS SHALL
BE SELECTED FOR APPEARANCE AND LACK OF LOOSE OR MISSING KNOTS.
PLYWOOD SHALL BE APA C -D EXT. OR BETTER WITH TOP SURFACE
PATCHED SMOOTH, AND COATED WITH A HIGH-SOUDS COATING OF AN
APPROPRIATE EPDXY PAINT SYSTEM.
DECKING SHALL BE FASTENED WITH 2 -DECK SCREWS PER BOARD AT ALL
SUPPORTS AS DESCRIBED ON THE DRAWINGS.
CONTRACTOR SHALL CHAMFER THE B01TOM CORNER OF EACH END OF ALL
INTERIOR GLULAMS I' TO PROVIDE DRAINAGE.
MINIMUM BOLT SPACING
NUMBER OF MINIMUM C -C
LOCATION (1) BOLT DIA. SPACING (INCHES)
BETWEEN CENTERS OF BOLTS IN ROW 4(l) 3
BETWEEN CENTERS OF ROWS OF BOLTS 2-1/2 2
BETWEEN END OF MEMBER & CENTER OF
BOLT FOR F 11 TO GRAIN ACTING
TOWARD END 7(2) 4-1/2
BETWEEN END OF MEMBER CENTER OF
BOLT FOR F 11 TO GRAIN & NOT ACTING
TOWARD END 4 3
BETWEEN EDGE OF MEMBER & CENTER OF
BOLT FOR F -L TO GRAIN & NOT ACTING
TOWARD THAT EDGE 1-1/2 1-1/2
BETWEEN EDGE OF MEMBER & CENTER OF
BOLT FOR F I TO GRAN & ACTING TOWARD
THAT EDGE 4 2
NOTES:
(1) F=FORCES, ll=PARALLEL, I=PERPENDICULAR
(2) SCREWS & LAG SCREWS INUST BE EMBEDDED IN MEMBERS
BX SCREW DIAMETER TO DEVELOPE RATED LATERAL LOAD.
GLUE LAMINATED TIMBER
ALL GLULAMS SHALL BE DOUGLAS FIR 24F -VB (FOR WET SERVICE).
SHOP DETAILS FOR ALL GLUE -LAMINATED TIMBER UNITS SHALL BE FURNISHED
BY THE FABRICATOR AND APPROVED BY THE ENGINEER PRIOR TO COMMENCE-
MENT OF WORK.
ALL WORK SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 55-73,
"STRUCTURAL GLUED LAMINATED TIMBER.
LAMINATING COMBINATIONS SHALL MEET THE REQUIREMENTS OF PS 56-73, AND
SHALL PROVIDE ALLOWABLE DESIGN VALUES OR
2400 PSI IN BENDING
1100 PSI IN TENSION PARALLEL TO GRAIN
1650 PSI IN COMPRESSION PARALLEL TO GRAN
650 PSI IN COMPRESSION PERPENDICULAR TO GRAIN BOTTOM
650 PSI IN COMPRESSION PERPENDICULAR TO GRAIN TOP
165 PSI IN HORIZONTAL SHEAR
1.8.1d' PSI IN MODULUS OF ELASTICITY
APPEARANCE OF GLUE—LAMINATED UNITS SHALL BE 'INDUSTRIAL GRADE".
GLUE—LAMINATED UNITS SHALL BE MARKED WITH A QUALITY MARK INDICATING
CONFORMANCE WITH PS 56-73.
DESCRIPTION
REVISIONS
WOOD ERESERVATIO
PLYWOOD SHALL BE TRIEATED WITH CCA, NOT INCISED. RETENSION: 0.60 PCF;
SPEC: AWPA C2 & ClS.
SAWN LUMBER SHALL BE TREATED WITH CCA, NOT INCISED. RETENTION: 0.60
PCF, SPEC: C2 & C18.
CLULAMS SHALL BE TREATED WITH PENTACHLOROPHENOL, TYPE C LIGHT OIL,
NOT INCISED. RETENSION 0.50 PCF SPEC: AWPA C28.
WHERE TREATED WOOD PRODUCTS ARE FIELD FABRICATED, ALL CUTS, HOLES
AND INJURIES SHALL BE FIELD TREATED IN ACCORDANCE WITH AMERICAN
WOOD PRESERVERS ASSOCIATION STANDARD M4.
ALL TREATED LUMBER MUST BEAR A STAMP APPROVED BY THE AMERICAN
LUMBER STANDARDS COMMITTEE FOR CONFORMANCE TO AMERICAN WOOD
PRESERVERS ASSOCIATION STANDARDS.
FLOATATION UNITS
FINGERS SHALL BE CONSTRUCTED USING PONTOONS MANUFACTURED BY
'HENDERSON k%RINE" OR APPROVED EQUAL MATERIAL SHALL BE CROSS—UNKED
POLYETHYLENE MARLEX CL -100-. BLACK COLOR FOR MAXIMUM
RESISTANCE TO ULTRAVIOLET DEGRADATION; .125 WALL THICKNESS.
INDENTATIONS IN THE FLANGE SHALL BE PROVIDED TO MARK THE SUGGESTED
LAG SCREW LOCATIONS. TIGHTEN LAG SCREWS SNUG, BUT NOT SO TIGHT AS TO
DAMAGE PONTOON FLANGE.
FINGER PONTOONS SHALL BE FILLED WITH SNUG FITTING 1.0 PCF DENSITY
WATERPROOF EXPANDED POLYSTYRENE. FOAM SHALL CONFORM TO ASTM
C272.
CONTRACTOR IS RESPONSIBLE FOR THE SELECTION & PLACEMENT OF ALL
PONTOONS TO MEET THE *DESIGN CRITERIA & PROVIDE SMOOTH AND LEVEL
TRANSITIONS BETWEEN FINGERS & ADJOINING HEADWALKS, AND NOT IMPACT
SYSTEM STABILITY OR CAUSE HEkDWDALKS TO ROTATE BEYOND EXISTING LEVELS.
PIPING, POWER AND DOCK AMENITIES
REMOVE AND REPLACE ALL EXISTING UTILITY AND DOCK AMENITY FIXTURES
UTILIZING THE CURRENTLY—EXISTING DOCK FIXTURES.
ALL WORK SHALL CONFORM TO APPLICABLE CODES AND ORDINANCES.
INCLUDING CA ACCESSIBILITY REGULATIONS & ADA.
ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH THE APPLICABLE
STANDARDS SET FORTH IN U.F.C. LATEST EDITION.
IF REQUIRED BY CODE OR CITY OFFICIALS, PIPING SHALL BE HYDROSTATICALLY
TESTED TO 200 PSI FOR 2 HOURS ' FIRE PREVENTION BUREAU
SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO TEST (714)644-3607).
AFTER PRESSURE TESTS HAVE BEEN MADE, THOROUGHLY FLUSH THE ENTIRE
DOMESTIC WATER DISTRIBUTION SYSTEM WITH WATER UNTIL ALL ENTRAINED
DIRT HAS BEEN REMOVED, AND STERILIZE BY CHLORINATING MATERIAL THE
CHLORINATING MATERIAL SHALL BE EITHER LIQUID CHLORINE, OR
HYPOCHLORRE GRADE 1 (5 PERCENT AVAILABLE CHLORINE) OR GRADE 2 (10
PERCENT AVAILABLE CHLORINE.) THE CHLORINATING MATERIAL SHALL PROVIDE
A DOSAGE OF NOT LESS THAN 50 PARTS PER MILLION AND SHALL BE
INTRODUCED INTO THE SYSTEM OR PART THEREOF IN AN APPROVED MANNER.
RETAN THE TREATED WATER IN THE PIPE FOR 24 HOURS, OR, FILL THE SYSTEM
OR PART THEREOF WITH A WATER—CHLORINE SOLUTION CONTAINING AT LEAST
200 PARTS PER MIUJON OF CHLORINE AND ALLOW TO STAND FOR 3 HOURS.
OPEN AND CLOSE ALL VALVES IN THE SYSTEM BEING DISINFECTED THREE TIMES
DURING THE CONTACT PERIOD. THEN FLUSH THE SYSTEM WITH CLEAN
POTABLE WATER UNTIL THE RESIDUAL CHLORINE IS REDUCED TO I FSS THAN 1.0
PPM. DURING THE FLUSHING PERIOD OPEN AND CLOSE ALL VALVES AND
FAUCETS THREE TIMES. FROM AT LEAST THREE DIVERGENT POINTS IN THE
SYSTEM THE CONTRACTOR WILL TAKE SAMPLES OF WATER IN PROPERLY
STERILIZED CONTAINERS FOR BACTERIAL EXAMINATION. REPEAT THE
DISINFECTING UNTIL TESTS INDICATE THAT SATISFACTORY BACTERIOLOGICAL
RESULTS HAVE BEEN OBTAINED.
WHERE DISSIMILAR METALS ARE JOINTED, DIELECTRIC FITTINGS SHALL
BE USED TO PREVENT GALVANIC CORROSION. UP THROUGH 2 INCHES USE
NIPPLE, 4 -INCH MINIMUM LENGTH, PER ASTM F441, CPVC, SCHEDULE 80.
LARGER SIZES USE DIELECTRIC UNION WITH GALVANIZED OR PLATED STEEL
FEMALE PIPETHREADED END AND COPPER SOLDER -JOINT END. UNION SHALL
HVAE A WATERIMPERVIOUS INSULATION BARRIER CAPABLE OF UMITING
GALVANIC CURRENT TO ONE PERCENT OF THE SHORT-CIRCUIT CURRENT IN
A CORRESPONDING BIMETALLIC JOINT AND, WHEN DRY, SHALL BE ABLE TO
WITHSTAND A 600 VOLT BREAKDOWN TEST.
310 Golden Shore, Suite 100
The Irvine Company Long Beach, CA 90802
550 Newport Center Drive Tel: (562) 308-2300
Newport Beach, CA 92660 Fax: (562) 256-7905
ENGINEER
ABBREVIATION LIST
DESIGNER
&
AND
0
AT
A.F.F.
ABOVE FINISH FLOOR
UN.
UNEAL OR LINEAR
A.C.O.E.
ARMY CORPS OF ENGINEERS
LG.
LONG
ALUM.
ALUMINUM
LL
LIVE LOAD
X
BY
M.L.L.W.
MEAN LOWER LOW WATER
BEL
BELOW
MAT.
MATERIAL
BD.
BOARD
MAX.
MAXIMUM
BM.
BEAM
ME!
MACHINE BOLTS
BW
BACK OF WALK
MFR
MANUFACTURER
CB
CARRIAGE BOLTS
MM.
MILLIMETER
<
CENTER LINE
MIN.
MINIMUM
C/C
CENTER TO CENTER
MTL
METAL
CF.
CUBIC FOOT
N.I.C.
NOT IN CONTRACT
C.I.P.
CAST IN PLACE
NO. OR
NUMBER
CIA
CLEAR
(N)
NEW
CONC.
CONCRETE
O.C.
ON CENTER
CONT.
CONTNUOUS
0/0
OUT TO OUT
CLR.
CLEAR
OPNG.
OPENING
Cy.
CUBIC YARD
OPP.
%
OPPOSITE
PERCENT
DEGREES
PLUS OR MINUS
DIAMETER
>
PLATE
DEPTH
PCF
POUNDS PER CUBIC FOOT
DWG.
DRAWING
PSI
POUNDS PER SQUARE INCH
DET.(S)
DETAIL(S)
PVC
POLYVINYL CHLORIDE
DIA.
DIAMETER
REINF.
REINFORCEMENT, REINFORCED
D.L.
DEAD LOAD
REQ'D
REQUIRED
ON,
DOWN
RM. OR RMS
ROOM/S
ELECT.
ELECTRICAL
RSP
ROCK SLOPE PROTECTION
ELEV. OR EL
ELEVATION
2ND
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EXIST. OR E.
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TOP OF CONCRETE
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GALVANIZED
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ULTRA HIGH MOLECULAR WEIGHT
H
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UNLESS NOTED OTHERWISE
HDWR
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WOOD
ENGINEER
RHM
DESIGNER
CAD OPERATOR
RLR
CHECKER
FJM
PROJECT MANAGER
RHM
RECEIVED)
South Coast Region
JUL 3 2013
CALIFORNIA
COA%STAL COMMISSION
California Coastal Conunission
South Coast District Office
APPROVE1.
Pern-dtNo.-' ----- I ---------
By: ------------------------ M.-
EFFECFIVE
Date: ------_------- ---------
BAYSHORE MARINA
4eWDOrt Beach. CA
40 Ft FINGER REPLACEMENT PROJECT
GENERAL NOTES
NONE I &
PROJECT NUMBER
30990359
DRAWING NUMBER
GN -1
Worksheet for BuildingiFire Permit Application
City of Newport Beach
Please print 3 copies Building Department HARBOR RESOURCES D"
1. Project Address (Not mailing address) CITY OF NEW uite No
FirstFG re g
F-2572 Bayshore Drive N/A
Legal Description Lot Block Tract #Units N/A
FN/A FN/A /A
2. Description of Work
Use
# Stories �/A
Replace 25 40 -foot slip fingers with new, narrower slip fingers.
Increase in water surface area of 975 square feet with no change
in slip count.
city wport Beach
Tenant Name if Commercial I Irvine Company
Valuation $ F01000
F- New F- Add F- Alter Demo
Scl Ft (new/add/odended) F/A
Check Appropriate Box for ApplicantlNotification Information
3. Owner's Name Last I Sinks
FirstFG re g
Owner's Address
Owner's E-mail Address
1137 Bayside Drive
gsinks@irvinecompany.com
city wport Beach
state FCA
Zip 92625 Telephonel949/721-0111
F 4. Archi:tectf
Des�ig s Name Last
Lic. No
First 17,D T
tf
A rfe r's, �e sss
,Lc r's
ArchitectfDesigner's E-mail Address
_�O&ess
Lis- k /,!5
city
F47;Tz) bl�
State
Telephone
zip F7,? ZSZ1 1(74� d�el� a
2-
f- 5. Engineer's Name Last Mas on
First [ Randy Lic- NoT
Engineer's Address
Engineer's E-mail Address
310 Ocean,Shore, Suite 100
ra�4y.mason@urs.com
City I Long Beach
State F CA
Zip [90802 Telephoneb62/308-2300
6. Contractor's Name Last
First Lic No. Class
Contractor's Address
Contracbr's E-mail Address
Stat�j'j T5 7
Telephone
zip F_
OFFICE USE ONLY
F PERMIT NO.
TYPE OF CONSTRUCTION
PLAN CHECK NO.
PLAN CHECK FEE $
OCCUPANCY- GROUP
PLAN CHECK ENG.
APPENDIX B
LOCAL AGENCY REVEw FORM
SECTION A (TO BE COMPLETED BY APPLICANT) -
Applicant Irvine CompanyLGreg Sinks
Project Description Replace 25 40 -foot slip fingers with new, narrower slip fingers. Increase in water surface
area of 975 square feet with no change in slip.count
Location 2572 Bayshore Drive
Newport Beach, CA
Assessors Parcel Number
I SECTION B (TO BE COMPLETED BY LOCAL PLANNING OR BUILDING INSPECTION DEPARTMENT)
Zoning Designation
N/A
du/ac
General or Community Plan Designation N/A du/ac
Local Discretionary
Approvals
Proposed development meets all zoning requirements and needs no local permits other than building
permits.
Proposed development needs local discretionary approvals noted below.
Needed
Receiivd
El
F-1
Design/Architectural review
El
El
Variance for
R
Rezone from
r-1
Tentative Subdivision/Parcel Map No.
EJ
Grading/Land Development Permit No.
Planned Residential/Commercial Development Approval
F-1
El
Site Plan Review
n
El
Condominium Conversion Permit
n
Conditional, Special, or Major Use 'Permit No.
n
Other
CEQA Status
Categorically Exempt Class Item
Negative Declaration Granted (Date)
F-1 Environmental Impact Report Required, Final Report Cerfified (Date)
F-1 Other
, Prepared for City d Newport Beach
by
Date July 1, 2013 Title Harbor Resources Manager
I I
WPO
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3034 Fax (949) 723-0589
Special Conditions
June 20, 2013
Property Address: 2572 Bayshore Drive
With reference to the plans currently under consideration at the above referenced address to
reconfigure or modify the dock system or bulkhead, the following conditions will now be in
effect:
1 The project proponent is aware of the Harbor Permit Policies (Council Policy H-1) and Title
17 of the City of Newport Beach Municipal Code. The project proponent understands that the
above referenced structure�s) is under the purview of these Policies and Codes.
2. Any future work on the above mentioned structure(s) requires permits with the City of
Newport Beach and any other applicable agencies. Painting and work considered to be
cosmetic in nature does not require a permit.,
i 1
.3. The conditions set forth in this document pertain to the proposed dock system and/or
bulkhead under consideration. Any future modifications or alterations to the dock system
and/or bulkhead may require new conditions which may override or change these conditions.
These conditions supersede all past conditions associated with this property.
4. Only marine oriented uses are allowed on the pier, pier platform, gangway and float. Patio
furniture, plants etc ... are not permitted.
5. In accordance with Municipal Code 10.08.030 A. the project proponent shall obtain the
proper permits for equipment and materials storage. "Except as otherwise provided in this
section, no person shall use any public street, sidewalk, alley or parkway or other public
property for the purpose ofstoring or displaying any equipment, materials or merchandise, or
any other commercial purpose. B. Public streets, sidewalks, alleys, or parkways may be used
for the purpose of selling, storing, or displaying any equipment, material, merchandise or for
other commercial purposes in the following cases: ... For the temporary storage of construction
equipment or material provided a permit is issued pursuant to Chapter 12.62 of this Code and
the storage is consistent with provisions of the Uniform, Building Code."
6.. The project shall be implemented in conformance with the Local Coastal Program - Coastal
Land Use Plan.
Page 1 of 2
7. In accordance with Municipal Code 10.28.040 the following noise regulations apply: "A.
Weekdays and Saturdays. No person shall, while engaged in construction, remodeling, digging,
grading, demolition, painting, plastering or any other related building activity, operate any tool,
equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a
person of normal sensitivity who works or resides in the vicinity, on� any weekday except
between the hours of seven a.m. and six -thirty p.m., nor on any Saturday except between the
hours of eight a.m. and six p.m. B. Sundays and Holidays. No person shall, while engaged in
construction, remodeling, digging, grading, demolition, painting, plastering or any other related
building activity, operate any tool, equipment or machine in a manner which produces loud
noise that disturbs, or could disturb, a. person of normal sensitivity who works or resides in the
vicinity, on any Sunday or any federal holiday."
8. Your side property lines extend in the water along their same bearing. Vessels shall
not encroach upon the neighbor's property on either side.
9. Vessels may not extend beyond the end of the fingers by more than the width of its
beam except as otherwise noted in the Municipal Code.
Lisa Walters, Harbor Resources Date
Applicant Signature Print Name Date
Joint Pier Applicant Signature (if applicable) Print Name Date
Page 2 of 2
CAA PLANNING
June 5, 2013
Mr. Chris Miller
Harbor Resources Manager
829 Harbor Island Drive
Newport Beach, CA 92660
Subject: Bayshore Slip Finger Replacement Project
Dear Mr. Miller:
CAA Planning, Inc. (CAA), on behalf of Irvine Company is pleased to submit the attached
application for an Approval -in -Concept (AIC) for the Bayshore Shp Finger Replacement project.
Please find included herewith a letter from Irvine Company authorizing CAA to file and process this
application. The project will replace 25 slip fingers for the existing 40 foot slips at the Marina. The
existing 40 foot slip fingers are 4 feet 'in width and a reduction to 3 feet in width will allow for
slightly beamier (wider) boats to be accomodated in the 40 foot slips. No slips will be lost and, based
on a reduction of the slip widths, there will be a net increase in water surface area of 975 square feet.
This application includes the City's Worksheet for Building Permit Application, Notice of
Exemption, Vicinity Map, and Slip Finger Replacement plans. Invasive Algae and Eelgrass Surveys
completed on May 28, 2013 by Coastal Resources Management are also included in this submittal.
The surveys revealed that there is no Invasive Algae present, and no Eelgrass present within 15 feet
of the project.
A check in the amount of $666.00 has been submitted to the City as required for Harbor Resources to
process this AIC request. We understand that there will be an additional fee when the building permit
is requested and that amount will be calculated by the City's Building Department based upon the
valuation of the improvements proposed.
Please do not hesitate to contact me or Shawna Schaffner if you have any questions or require any
additional information.
Sincerely,
Attachments
Greg Sinks
65 Enterprise, Suite 130 - Aliso Viejo, California 92656 - (9491581-2888 - Fax (9491581-3599
BAYSHORE BALBOA VILLA COVE BAYSIDE BAIR ISLAND
MARINA MARINA MARINA MARINA MARINA
CALI FORN 1A P EC REATION COMPANY
I N-0
May 2, 2013
Mr. Chris Miller
Harbor Resources Manager
City of Newport Beach
829 Harbor Island Drive
Newport Beach, CA 92660
Subject: Letter of Authorization
Dear Mr. Miller:
Please be advised that CAA Planning, Inc. (CAA) is authorized to represent Irvine
Company in securing the Approval -In -Concept and Harbor Permit for the planned
Bayshore Marina Finger Replacement project.
CAA is authorized to execute, take delivery, request and take necessary action on behalf
of Irvine Company pertinent to obtaining said Approval -In -Concept and Harbor Permit
from the City of Newport Beach.
Sincerely,
reg
alifo tiasRecreation Company LLC
cc: Shawna Schaffner
1137 Bayside Drive, Newport Beach, CA 92625 949.721.0111 greatslips.com
Eelgrass Survey Reporting Form
Bayshore Marina
2572 Bayshore Drive, Newport Beach CA 92663
Survey Date:
May 28th 2013
-prepared by: Coastal Resources Management, Inc.
PMB 3279 3334 East Coast Highway
Corona del Mar, CA 92625
Contact: Rick Ware, Senior Marine Biologist
(949) 412-9446
Prepared for:
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92620
Contact: Greg Sinks
(949) 721-0111
May 301h 2013
This form is required to be submitted for any surveys conducted for the eelgrass, Zostera marina,
that are required to be conducted under federal or state permits and authorizations issued by the
U.S. Army Corps of Engineers and the Coastal Commission. The form has been designed to
assist in identifying eelgrass while ensuring that the required information is consistently
documented. Surveys required to be conducted for this species are subject to modification
through publication of revisions to the eelgrass survey policy. It is incumbent upon the authorized
permittee to ensure that survey work is following the latest protocols. For further information on
these protocols, contact: Robert Hoffman, National Marine Fisheries Service, 562-980-4043, or
William Paznokas, California Department of Fish & Game, 858-467-4218.
I
Site Name: (common reference)
Bayshore Marina
2572 Bayshore Drive, Newport Beach, CA 92663
Rick Ware, Senior Marine Biologist, Coastal
Survey Contact: (name, phone, e-mail)
Resources Management, Inc. (949) 412-9446,
rware.ermkearthlink.net
Greg Sinks
The Irvine Company
550 Newport Center Drive, Suite, Newport Beach,
CA 92620
(949) 721-0111
gsinks@irvinecompany.com
Permit Reference: (ACOE Permit No.,
Pending
CCC Permit No.)
Hydrographic System: (bay, estuary,
Newport Harbor
lagoon, or harbor)
Specific Location: (UTM, Lat./Long.,
datum, accuracy level, attach electronic
Center of Area 33.61330 N, and 117.9112 W.
survey area map if possible)
See Figures 1, 2, and 3.
NAD 83. Accuracy within 1 meter.
See accompanying figures of locations.
Was Eelgrass Detected:
Yes. See Figures 4 and 5.
Eelgrass was found in the general vicinity of the
East and West Bayshore Marina docks.
However, it was not within 15 feet of any dock
finger extension work; the closest point to the
location of any work in the Bayshore Marina
(East) project area was 32 feet, and 28 feet in in
the Bayshore Marina West) project area.
No, Eelgrass was not found at
this site.
Description of Permitted Work:
(Source: Tom Mathews, CAA Planning)
(describe briefly the work to be conducted
The project consists of the replacement of the 25 slip
at the site under the permits identified
fingers for the exisitng 40 foot slips at the Marina.
above)
The exisitng 40 foot slip fingers are 4 feet in width
and a reduction to 3 feet in width will allow for
slightly beamier (wider) boats that can be
accornodated in the 40 foot slips. The exisitng slip
fingers will be disconnected from the existing dock
system and floated to a location where they can be
hoisted out of the water and taken by truck to a
recycling center. The new, narrower, slip fingers
will be off- loaded from transport trucks into the
water and floated to the Marina where they will be
attached to the exisitng dock system. There will not
be any land -side improvements and the replacement
will not require any modifications to the water -side
piles supporting the dock system. There will be no
change in the slip count or layout. No anchoring of
waterside equipment will be required for the
replacement project. In order to minimize water
quality impacts, construction debris will be
prevented from entering marina waters. However,
any debris inadvertently entering the water will be
removed by divers within 24 hours of occurrence. In
addiiton, barriers will be in place to provide safe,
temporary walking surfaces to protect the
construction area and manage pedestrian traffic
where areas of the marina are to be open to the
public during the construction process. Based on a
reduction of the slip widths there will be a net
increase in water coverage of 975 square feet which
is considered an environmental bennefit. Source:
M
Description of Site:
Depthrange:
0.0 to -10 ftMLLWbased on Corona del Mar
(describe the physical and
Newport Entrance Channel Tide Station
biological conditions within
the survey area at the time
of the survey and provide
insight into variability, if
known. Please provide
units for all numerical
information).
Substrate type
Sediments were typically silty sands between the
and
bulkhead and the inshore edge of the dock's
underwater
headwalk. This sediment type transitioned to silts
visibility:
and muds beneath the docks, extending to the edge
of the pierhead on the channel side of the marina.
Fine sands to silt.
Temperature:
Water temperature during the survey was 72-73
degrees IF
Salinity:
Harbor Range: 25-33 ppt
Dominant
Eelgrass was located in the general vicinity of the
flora:
East and West Bayshore Marina but not within the
limits of proposed work. It was common between
the inshore edge of the dock headwalk and the
bulkhead. Alga taxa recorded during the survey
included the red algae Pterosiphonia sp., the brown
algae Colpomenia sinuosa and Sargassum muticum,
and filamentous algae that was present in shaded
areas between the headwalk of the docks and the
bulkhead.
Dominant
Marine invertebrates recorded included sponges
fauna:
(Haliclona sp.), predatory sea slugs (Navanax
inermis), nudibranchs (Dendrodoris sp..), limpets
(Lot tia limatula), mussels (Mytilus
galloprovincialis), oysters (Crassostrea gigas),
barnacles (Balanus sp.), colonial tunicates
(Bol7ylluslBotrylloides complex), and solitary
tunicates (Styela montereyensis and Ascideacea,
unid. Fishes observed were topsmelt (Atherinops
affinis), black surfperch (Embiotoca jacksoni),
spotted sand bass (Paralabrax maculatofasciatus),
unidentified flatfish, and round sting ray
(Urolophus halleri).
Exotic
Sargassum muticum —Present -to abundant on the
species
dock and the bulkhead
encountered:
Other site
None
description
notes:
Description of Survey
Effort: (please describe
the surveys conducted
including type of survey
(SCUBA, remote video,
etc.) and survey methods
employed, date of work,
and survey density
(estimated percentage of
the bottom actually viewed).
Describe any limitations
encountered during the
survey efforts.
Horizontal
1.5 meters on each side of the transect center line; 3
visibility in
meters total
water:
Survey type
Underwater surveys were conducted by using
and
SCUBA. Reconnaissance dives were first made to
methods:
determine the extent of eelgrass in the project area
and to conduct the invasive algae survey. Survey
methods followed the guidelines of the Southern
California Eelgrass Mitigation Policy (NMFS, 1991
as amended)
Where eelgrass was located, divers buoyed the
location and continued the reconnaissance survey.
Once the reconnaissance survey was completed, GPS
(Global Positioning System) technology and a
Thales Mobile Mapper GPS/GIS Unit were used to
map eelgrass areas. A biologist in a kayak equipped
with the GPS followed a SCUBA -diving biologist
who towed a surface buoy to mark the perimeter of
the eelgrass vegetation. Small patches that were too
small for mapping were recorded as point values
and an estimated size of the patch was determined
by the diver.
The estimated GPS error 'of the Thales Mobile
Mapper unit with post -processing correction was
approximately I meter.
GPS data were initially entered into the Mobile
Mapper Software and then transferred into GPS
TRACKER and ARCVIEW GIS software. The
amount of eelgrass habitat in the survey area was
calculated using ArcGIS 10.1 and Mobile Mapper
Software.
Bottom type, common marine life, and the presence
or absence of Caulerpa taxifolia and Zostera
marina was noted. Depths were standardized to
Mean Lower Low Water (MLLW) based upon time
of observation and tidal corrections for the Corona
del Mar/Newport Bay Entrance Channel NOAA
tide station.
Survey
Rick Ware, Senior Marine Biologist and Tom
personnel:
Gerlinger, Marine Biologist, CRM
Survey
Two areas were surveyed (Figures 1-5). The east
density:
section of docks to be re -configured (East Bayshore
Marina) and the west section of docks to be
reconfigured (West Bayshore Marina). A total of
twenty five, 12 --meter long transects were swam in
the East Bayshore Marina Area. Thirty four, 12 -
meter long transects were swam in the West
Bayshore Marina where the docks will be re-
configured. The areas covered included the waters
between the bulkhead and the docks; spot checks
beneath the docks, and spot checks of piles on the
outside edges of the docks (Lido Reach ). The
underwater field of view averaged 3 meters in both
survey areas. Bottom type, common marine life,
and the presence or absence of Caulerpa taxifiblia
and Zostera marina was noted. Depths were
standardized to Mean Lower Low Water (MLLW)
based upon time of observation and tidal corrections
for Newport Bay Entrance Channel.
The Area of Potential Effect in the East Bgyshore
Marina area was 0.79 acres, of this, 42% (0.22
acres) of the area was ��gd. A 20% minimum is
required.
The Area of Potential Effect in the West Bayshore
Marina was 0.53 acres. Of this, 38.1% (0.30 acres)
of the bottom habitat was covered. A 20%
minimum is required.
Survey
None.
Limitations:
Other Information: (use
See attached project figures.
this space to provide any
additional information or
references to aftached
materials such as maps,
reports, etc.)
9
f!
its i ld"',
Figure 1. Project Location in Newport Harbor
R
00
- K
7� K
. . . . ......
xV
'N'
i 7vri
'P"
?
44 41
v",
A,
7�ka�,
le
Or,:
Figure 2. Location of Bayshore Marina in Newport Harbor
03
Figure 3. Dock Redesign
I L
13
T
If
Ila
i
gif
d I's
a
9
Figure 4. Location of Eelgrass Relative to Bayshore Marina (East) Project Area.
Nearest distance to eelgrass is 32 feet.
10
..................
I K";s
WE
Ilk"
4b,
2M
Aw
-
A Yet
Figure 4. Location of Eelgrass Relative to Bayshore Marina (East) Project Area.
Nearest distance to eelgrass is 32 feet.
10
Figure 5. Location of Eelgrass Relative to Bayshore Marina (West) Project Area.
Nearest distance to eelgrass is 28 feet.
I I
Caulerpa taxifolia Survey Reporting Form
Bayshore Marina
2572 Bayshore Drive, Newport Beach CA 92663
Survey Date: May 28th 2013
Prepared by: Coastal Resources Management, Inc.
PMB 327,3334 East Coast Highway
Corona del Mar, CA 92625
Contact: Rick Ware, Senior Marine Biologist
(949) 412-9446
Prepared for:
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92620
Contact: Greg Sinks
,(949) 721-0111
May 301h 2013
I
This form is required to be submitted for any surveys conducted for the
in-vasive exotic alga Caulerpa taxifolia that are required to be conducted
under federal or state permits and authorizations issued by the U.S. Army
Corps of Engineers or Regional Water Quality Control Boards (Regions 8 &
9). The form has been designed to assist in controlling the costs of reporting
while ensuring that the required information necessary to identify and
control any potential impacts of the authorized actions on the spread of
Caulerpa. Surveys required to be conducted for this species are subject to
modification through publication of revisions to the Caulerpa survey policy.
It is incumbent upon the authorized permittee to ensure that survey work is
following the latest protocols. For further information on these protocols,
please contact: Robert Hoffman, National Marine Fisheries Service (NOAA
Fisheries), (562) 980-4043, or William Paznokas, California Department of
Fish & Game, (858) 467-4218).
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.crm@earthlink-net
Report Date:
May 30'h, 2013
Name of bay, estuary,
Newport Bay, CA. See Figure 1.
lagoon, or harbor:
Specific Location Name:
2572 Bayshore Drive, Newport Beach CA 92663
Center of Area 33.6133' N, and 117.9112 W.
Site Coordinates:
See Figure I and Figure 2
(UTM, Lat./Long., datum,
accuracy level, and an
NAD 83. Accuracy within 1 meter. See accompanying figures of
electronic survey area map
locations.
or hard copy of the map
must be included).
Survey Contact: (name,
Rick Ware, Senior Marine Biologist, Coastal Resources Management,
phone, e-mail)
Inc. (949) 412-9446, rware.enngearthlink.net
Greg Sinks
The Irvine Company
550 Newport Center Drive, Suite, Newport Beach, CA 92620
(949) 721-0111
gsinks@irvinecompany.com
Personnel Conducting
The survey was conducted by Mr. Rick Ware (certified Caulerpa
Survey (if other than
Surveyor), and Tom Gerlinger (Skipper/Technician) of Coastal
above): name, phone,
Resources Management, Inc.
email
Permit Reference:
None
(ACOE Permit No.,
RWQCB Order or Cert. No.)
Is this the first or second
First Survey
survey for this project?
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.crm@earthlink.net
Was Caulerpa Detected?:
(if Caulerpa is found, please
immediately contact NOAA
Fisheries or CDFG personnel
identified above)
No
Description of Permitted
The project consists of the replacement of the 25 slip fingers for the
Work: (describe briefly the
exisitrig 40 foot slips at the Marina. The exisitrig 40 foot slip fingers are
work to be conducted at the
4 feet in width and a reduction to 3 feet in width will allow for slightly
site under the permits
beamier (wider) boats that can be accomodated in the 40 foot slips. The
identified above)
exisitrig slip fingers will be disconnected from the existing dock system
and floated to a location where they can be hoisted out of the water and
taken by truck to a recycling center. The new, narrower, slip fingers
will be off- loaded from transport trucks into the water and floated to
the Marina where they will be attached to the exisitng dock system.
There will not be any land -side improvements and the replacement
will not require any modifications to the water -side piles supporting the
dock system. There will be no change in the slip count or layout. No
anchoring of waterside equipment will be required for the replacement
project. In order to minimize water quality impacts, construction debris
will be prevented from entering marina waters. However, any debris
inadvertently entering the water will be removed by divers within 24
hours of occurrence. In addiiton, barriers will be in place to provide
safe, temporary walking surfaces to protect the construction area and
manage pedestrian traffic where areas of the marina are to be open to
the public during the construction process. Based on a reduction of the
slip widths there will be a net increase in water coverage of 975 square
feet which is considered an environmental bennefit. Source: CAA
Planning)
Description of Site:
Depth range:
O.Oft to -10 ft MLLW based on Corona del Mar
NOAA Tide Station
(describe the physical and
Substrate type:
Silty sand to silt
biological conditions within
Temperature:
72-73 degrees F
the survey area at the time of
Salinity:
25-33 ppt
the survey and provide
insight into variability, if
Dominantflora:
Eelgrass was common between the inshore edge of
known. Please provide units
for all numerical
information).
the dock headwalk and the bulkhead. Alga taxa
recorded during the survey included the red algae
Pterosiphonia sp., the brown algae Colpomenia
sinuosa and Sargassum muticum, and filamentous
algae that was present in shaded areas between the
headwalk of the docks and the bulkhead.
Dominantfauna:
Marine invertebrates recorded included sponges
(Haliclona sp.), predatory sea slugs (Navanax
inermis), nudibranchs (Dendrodoris sp.), limpets
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.cnn@earthlink.net
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.cnn@earthlink.net
(Lottia limatula), mussels (Mytilus
galloprovincialis), oysters (Crassostrea gigas),
barnacles (Balanus sp.), colonial tunicates
(BotrylluslBooylloides complex), and solitary
tunicates (Styela montereyensis and Ascideacea,
unid. Fishes observed were topsmelt (Atherinops
affinis), black surfperch (Embiotoca jacksoni),
spotted sand bass (Paralabrax maculatofasciatus),
unidentified flatfish, and round sting ray
(Urolophus halleri).
Exotic species
Sargassum muticum
encountered
(including any
other Caulerpa
sped . es):
Other site
Sediments were typically silty sand between the
description notes:
bulkhead and the inshore edge of the dock's
headwalk. These transitioned to silts and muds
beneath the docks, extending to the edge of the
pierhead on the channel side of the marina.
Description of Survey
Survey date and
May 28"', 2013, 0900-1100 hours
Effort:
time period:
Description of Survey
Horizontal
3 meters (1 meter on each side of the center line)
Effort: please describe the
visibility in water:
Survey type and
The survey was conducted according to the
surveys conducted including
type of survey (SCUBA,
methods:
Southern California Caulerpa Survey Protocol, Ver.
remote video, etc.) and
4, 2008. The methods utilized for the survey
survey methods employed,
included agency -approved underwater line -transect
date of work, and survey
surveys. Two areas were surveyed (Figure 2). The
density (estimated
east section of docks to be re -configured (East
percentage of the bottom
actually viewed.
Bayshore Marina) and the west section of docks to
be reconfigured (West Bayshore Marina). A total
of twenty five, 12 --meter long transects were swam
in the East Bayshore Marina Area. Thirty four, 12 -
meter long transects were swam in the West
Bayshore Marina where the docks will be re-
configured. The areas covered included the waters
between the bulkhead and the docks; spot checks
beneath the docks, and spot checks of piles on the
outside edges of the docks (Lido Reach ). The
underwater field of view averaged 3 meters in both
survey areas. Bottom type, common marine life,
and the presence or absence of Caulerpa taxifolia
and Zostera marina was noted. Depths were
standardized to Mean Lower Low Water (MLLW)
based upon time of observation and tidal
corrections for Newport Bay Entrance Channel.
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.cnn@earthlink.net
5
Caulerpa Survey Reporting Form (version 1.2, 10/31/04)
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.crm@earthlink.net
The Area of Potential Effect in the East Bqyshore
Marina area was 0.79 acres, of this. 42% (0.22
acres) of the area was sg�rved�A 20% minimum
is required.
The Area of Potential Effect in the West Baysholre
Marina was 0.53 acres. Of this, 38.1% (0.30
acres) of the bottom habitat was covered. A 20%
minimum is required.
Describe any limitations
Survey personnel:
Rick Ware, certified Caulerpa surveyor and Mr.
encountered during the
Tom Gerlinger (skipper/tec,hn.ician).
survey efforts.
Survey density:
59, 12 -meter long transects. Underwater visibility
was 3 meters.
Survey limitations:
No survey limitations.
I
Other Information:
See attached project figures. (Source: CAA Planning, Tom Mathews)
(use this space to provide
Figure 1. Area Location
additional information or
references to attached maps,
reports, etc.)
Figure 2. Project Location in Newport Bay (Aerial)
Figure 3. Dock Rebuild Plan
Caulerpa Survey Reporting Form (version 1.2, 10/31/04)
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.crm@earthlink.net
R
Figure 1. Project Area and Location
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.cn-n@earthlink.net
7
�'7*N'11
NNE-,,
v5
',Q
�,O ��tk
4
0, ?
W'
V
4 7
71
4- A�.
AW4" IRK
V
HI;
Q,
OF 3&
a -
Z'
. W/0"
Figure 2. Project Location in Newport Bay
Coastal Resources Management, Inc. PMB 327, '3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.cn-n@earthlink.net
E'V
Figure 3. Dock Redesign
Coastal Resources Management, Inc. PMB 327,3334 E. Coast Highway, Corona del Mar, CA 92625
(949)412-9446 (949)675-2970(fax) email: rware.crm@earthlink.net
4,'
Lam
THE IRVINE COMPANY
Newport Beach, CA
B A Y 5 H 0 R E D R / V E
La prta 8. . .
VICINI-FY MAP
NOT TO SCALE
OWNER
MARINA OWNER
MARINA OPERATOR
THE IRVINE COMPANY
550 NEWPORT CENTER DR.
NEWPORT BEACH, CA 92660
PHONE: 949.720.2391
CONTACT: JOHN DOANE
CALIFORNIA RECREATION COMPANY
1137 BAYSIDE DR.
NEWPORT BEACH, CA 92625
PHONE: 949.721.0111 FAX: 949,721.0118
CONTACT: GREG SINKS
Z A� 02 ED FOR REVIEW I RHM 1/\j I I
0. 0�/ /131 ISSU DESCRIPTION I BY INO.1 DATE I DESCRIPTION BY
N DATE
REMSIONS REVISIONS
SITE PLAN
NOT TO SCALE
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
N
CONSULTA
MARINA MASTER URS CORPORATION
PLANNING, 310 GOLDEN SHORE, SUITE 100
STRUCTURAL LONG BEACH, CA 90802
& ELECTRICAL PHONE: 562.308.2300 FAX: 562.256.7905
CONTACT: RANDY MASON
AGENCY COORDINATION & CAA PLANNING
COMPLIANCE CONSULTANT 85 ARGONAUT, SUITE 220
ALISO VIEJO, CA 92656
PHONE: 858.560.5465 FAX: 858.560.7779
CONTACT: TOM MATHEWS
Um310 Golden Shore, Suite 100
Long Beach, CA 90802
Tel: (562) 308-2300
Fax: (562) 256-7905
ENGINEER RHM
CAD OPERATOR RLR
CHECKER FJM
PROJECT MANAGER RHM
I El EWqras� within 15'of project
)gl-Eeigrass within 15 - 30'of proj8d
No el mss in project area
Signature
L,2 -
Inspection Date & TIM93
-�CALE
BAYSHORE MARINA NONE Z�
Newport Beach, CA PROJECT NUMBER
40 Ft FINGER REPLACEMENT PROJECT 30990359
TITLE SHEET DRAWING NUMBER
T-1
DRAWING
INDEX
REV
DATE
SHEET
DESCRIPTION
A
5/2/13
T-1
TITLE SHEET
A
5/2/13
GN -1
GENERAL NOTES
A
5/2/13
C-1
FINGER REPLACEMENT PLAN
A
5/2/13
C-2
TYPICAL DETAILS 1
A
5/2/13
C-3
TYPICAL DErAILS 2
:Cff
— - - — - -
S()1 ID(21pq nhi
- PnPT RFA(
I El EWqras� within 15'of project
)gl-Eeigrass within 15 - 30'of proj8d
No el mss in project area
Signature
L,2 -
Inspection Date & TIM93
-�CALE
BAYSHORE MARINA NONE Z�
Newport Beach, CA PROJECT NUMBER
40 Ft FINGER REPLACEMENT PROJECT 30990359
TITLE SHEET DRAWING NUMBER
T-1
r" -da -L791111111
-11 - -- —��
SCALE
NTS A
PROJECT NUMBER
30990359
DRAWING NUMBER
SP -1
The Irvine Company
550 Newport Centei- Dilve
Nmpoit Beach, CA 92660
310 Golden Shore, Suite 100
Long Beach, CA 90802
Tel: (562) 308-2300
um Fax: (562) 256-7905
ENGINEER RHM
BAYSHORE MARINA
Newport Beach, CA
DESIGNER
CAD OPERATOR RLR
40 Ft FINGER REPLACEMENT PROJECT
VICINITY MAP
REVIEW F�H m 7�
DESCRIPTION BY NO. DATE DESCRIPTION BY
CHECKER
RHM
REVISIONS REVISIONS
PROJECT MANAGER RHM
r" -da -L791111111
-11 - -- —��
SCALE
NTS A
PROJECT NUMBER
30990359
DRAWING NUMBER
SP -1
9
3' _ 4 -3/4' - 3' _ 4 3/4' .1 3' .,, 7 3/4'
TYP Typ
IT -11 3/4' 15'-7 1/2' 14'-B 1/4" 15'-1 1/4'
SLIP NO.
(E) SUP WIDTH
NOTES:
GAINED MDTH
@
1. ALL DIMENSIONS ARE MEASURED FROM
13'-11 5/8*
7 1/8'
THE OUTSIDE FACE OF (F.O.) SIRINGEM
ir-Ir
13'-10 �/2-
31 6 3/4-
3' 8 1/4' 3'
IS -11'
FERENCE POINT (TYP)
10 3/4'
Newport Beach, CA
T
15'-0*
12'
550 Newport Center Drive
14!-r
151-11
TRINGERS
CAD OPERATOR
-9
15--1 1/4'
2 1/4
E
�-F.O. (E) STRINGER
4"
5-' 'L
9.
@
. 1
IW' -7 172
W-1 i/2
\-FO (N) STRINGER
M
t2
�-(E) 14"0 PILE
I
7 1/4-
9 1/2*
15-2 1/2'
17 1/2'
MIN
I'V-0,
14'-10 1/2'
PILE CIR.
13'-S'
FINGER PLAN
9
3' _ 4 -3/4' - 3' _ 4 3/4' .1 3' .,, 7 3/4'
TYP Typ
IT -11 3/4' 15'-7 1/2' 14'-B 1/4" 15'-1 1/4'
SLIP NO.
(E) SUP WIDTH
(N) SUP WDTH
GAINED MDTH
@
13'-4 1/2-
13'-11 5/8*
7 1/8'
1 3/4* 7-3 ---8 3/4'
ir-Ir
13'-10 �/2-
11 1/2'
3' 8 1/4' 3'
IS -11'
14'-9 3/4'
10 3/4'
Newport Beach, CA
I'V-D'
15'-0*
12'
550 Newport Center Drive
14!-r
151-11
13'
CAD OPERATOR
14'-0*
15--1 1/4'
2 1/4
(9
I "-l' " 4'
4"
5-' 'L
9.
@
. 1
IW' -7 172
W-1 i/2
14"
M
15'-4 1/2- 1
15'-11 3/4-
7 1/4-
A L-- A L A L A L f
31 6 1/2- 1/2' 3' 5 1/2' 3- 6 3/4- 3. 7 1/4'
r W
INg
T,
1 14'-9 3/4' 1 1 13'-10 1/2" 131-11 5/8'
7—
TYP
TYP
Typ TYP
0
LA @ @
9 1/2' —91/2-! 11" 112
('1"� PARTIAL PLAN — EAST
1\ �-i SIXE NZ
KEYNOTES:
(-I ) EXISTING PILE TO REMAIN
(D
EXISTING 4� WIDE FINGER FLOAT AND ASSOCIATED
3- 9 7 /B.
HARDWARE TO BE REMOVED AND REPLACED WITH
3- 3 1/2-
3' WIDE FINGER
3' 5 1/2- 3'
EXISTING DOCK BOX TO BE REMOVED AND
1 3/4* 7-3 ---8 3/4'
REINSTALLED
5 1/2-
EXISTING FIRE HOSE CABINET TO BE REMOVED
3' 8 1/4' 3'
AND REINSTALLED
14!-6 3/4-
EXISTING STAND PIPE 70 BE REMOVED AND
Newport Beach, CA
REINSTALLED
14!-7 1/2-
EXISTING TRASH BIN TO BE REMOVED AND
550 Newport Center Drive
REINSTALLED
14'-11 1/2'
PROTECT IN PLACE EXISTING SEWER HYDRANT OR
CAD OPERATOR
RELOCATE AS NEEDED
14!-0 31,r
INSTALL NEW 3' WIDE FINGER, PONTOONS AND
(9
ASSOCIATED HARDWARE
3- 2 1/2- 3'�
6 3/4-
3- 9 7 /B.
3- 7 3/4- 3' 5 1/4'
3- 3 1/2-
3- 4-
3' 5 1/2- 3'
01-0. 31, 3 3/4- 3'
1 3/4* 7-3 ---8 3/4'
11 1/4' 3'
5 1/2-
3' 3"
3' 8 1/4' 3'
1
9 1 4
14!-6 3/4-
6 3/4'
Newport Beach, CA
1X-5'
14!-7 1/2-
14 lIr
550 Newport Center Drive
13�5 3/4-
14'-11 1/2'
17 31r
CAD OPERATOR
13'-5 1/4'
14!-0 31,r
7 1/2'
(9
IS -4 11r
14'-r
7 1/2'
13'-5 1/2"
14'-7 1/2'
14"
IN -61
14!-2 114-
a 1/e
13'-9'
15-2 1/2'
17 1/2'
FINGER REPLACEMENT PLAN
I'V-0,
14'-10 1/2'
10 1/2'
13'-S'
14'-5 1/2'
11 1/2'
RHM
13,-6,
11V-7 31C
13 3/4'
I S-6 11f
14'-9'
14 I/Z'
W-15'
14'-B 1/8'
\
13�-3 1/2'
14'-0 3/8'
8
! X-4 1/2"
14'-0 lle
5
I
14!-5 1/2"
9 1/2 -
14\
/*
r1l
IYP
6 TYP
5
�-�Typ
TYP
7 TYP
TYP
14'-5 1/2"
14'-0 1/4'
14'-0 3/8'
14'-B 1/B"
14'-9'
14'-7 3/4-
14'-5 1/2'
14'-10 1/2*
IT -2 1/2-
14'-2 1/4-
14'-7 1/2'
W
Typ
11-0 3/4*
14'-11 1/2'
11V-7 1/2'
14:-B 3/4-
15'-8 1/2'
IV -7 1/4'
Hill
TYP
F9
@
��—
9 1 2'
9 1
9 1/2-
9 1/2*
9 11 2
9 1/2'
MIN
MIN
MIN
MIN
MIN
MIN
MIN
MIN
MIN
REVISIONS
SUP NO.
(E) SUP WIDTH
(N) SUP MUM
GAINED MI)TH
@
15'-Ic�
16'-7 1/4-
9 1/4'
(R)
IC -9 1/2'
154 1/2"
11"
(D
14'-0'
14!-6 3/4-
6 3/4'
Newport Beach, CA
1X-5'
14!-7 1/2-
14 lIr
550 Newport Center Drive
13�5 3/4-
14'-11 1/2'
17 31r
CAD OPERATOR
13'-5 1/4'
14!-0 31,r
7 1/2'
(9
IS -4 11r
14'-r
7 1/2'
13'-5 1/2"
14'-7 1/2'
14"
IN -61
14!-2 114-
a 1/e
13'-9'
15-2 1/2'
17 1/2'
FINGER REPLACEMENT PLAN
I'V-0,
14'-10 1/2'
10 1/2'
13'-S'
14'-5 1/2'
11 1/2'
RHM
13,-6,
11V-7 31C
13 3/4'
I S-6 11f
14'-9'
14 I/Z'
W-15'
14'-B 1/8'
14 1/8'
13�-3 1/2'
14'-0 3/8'
8
! X-4 1/2"
14'-0 lle
5
13!4'
14!-5 1/2"
9 1/2 -
REVISIONS
PARTIAL PLAN — WEST
�-i SCU- NE
rm "--- _--_ - - - .0Tj1-tT9-
WEST EAST @
0 20'
KEY PLAN
GRAPHIC SCALE
ENGINEER
RHM
BAYSHORE MARINA
SCALE
The Irvine Company
310 Golden Shore, Suite 100
DESIGNER
Newport Beach, CA
AS SHOWN
550 Newport Center Drive
Long Beach, CA 90802
Tel: (562) 308-2300
CAD OPERATOR
RLR
40 Ft FINGER REPLACEMENT PROJECT
PROJECT NUMBER
30990359
Newport Beach, CA 92660
Fax: (562) 25&-7905
CHECKER
FJM
FINGER REPLACEMENT PLAN
DRAWING NUMBER
PROJECT MANAGER
RHM
C— 1
1 1/2' SS FINISHING NAILS
38'-8-± (VARIES - FIELD VERIFY)
0 12" SPACING IN
STRAIGHT LINE
STAGGERED PATTERN
PONTOON DIMENSIONS BY CONTRACTOR
OF SCREWS
CONTINUOUS SHIM
A
....................................
........... ......................................
........ .. PROVIDE NEW AND/OR
SS DECK SCREW S
CONTINUOUS BEADS
OF MARINE GRADE ADHESIVE
R
REUSE EXISTING TORSION
BAR AND RESIZE
SPREADER BAR TO FIT
INTO A 3 FT WIDE FINGER.
FINISHING NAILS
FOR SHIM
2 S.S. DECKSCREWS PERSUPPORT.
PRE -COUNTERSUNK ALL HOLES AND PRE -DRILLED
IPE DECKING
TORSION BAR LENGTH:
DECKING
�2
THRU BOTH THE DECKING AND SHIM
3 APPROX. 20 Fr.
1/2' TH ICK ALASKAN YELLOW CEDAR SHIM
3 1/B"x9"
NT
CONSISTE SPACING\
MARINE GRADE ADHESIVE SPREAD
ECKING,
B
x
x
x
LOOSELY BUTTED
E
00
FULL WIDTH SHIM
..... .... .
5/8 COX PLYWOOD
-n
MEMBER
3 1 /8"x9"
PLAN
SECTION
0 :z
0
/CON,
CONNECT 3 1/8 X 9 TO
\z
X�O��EC
TORSION BAR, 3 1/2 -0
<_/ 4X6 AND 4XIS TO 4X6 W1
CONNECT 3 1/8
SCHED 80 PIPE
NECT 3 1/8 X 9
2X6
(E) 2x6
TYPE 3 CONNECTOR TYP
3 1/8 X 9 W/
IPE DECKING, 5/4 THK MATERIAL (TRUE
1/8 X 6 W/ TYPE 3
DECKING
CKING
ALL FOUR (4) SIDES OF
CONNECTOR
3'_O
OR NOMINAL 1- THK) LOOSELY BUTTED
CONNECTOR, TYP
PLASTIC PONTOON TO BE
2 - S.S. 2 1/2 --DECK SCREWS
.............. 0.
. .....................................
............ _ J . 6'- 4X6 KNEE BRACE
ALIGNED AND BOLTED TO
FRAMING MEMBERS. TYP
t 3/8"
PER SUPPORT. PRE -COUNTERSUNK
ALL HOLES AND PRE -DRILLED THRU
NEL FULL LENGTH 2XIS OF
THE DECKING
DECK BOARDS ACROSS
HEADWALK AND FILLET
1/2" THK. SHIM I TV:'
r
L _j r
I—
VINYL BUMPER STRIP
3 1/8" x 9" GLU-LAM
El
rl"), TYPICAL PLAN 3' WDE FINGER (Option 1)
PONTOON DEPTH
DETERMINED BY
5/8-0 BOLTS (TYP)
��2 SCALE NTS
CONTRACTOR
5/8-0 BOLTS OR LAG
SCREWS (TYP)
(NOTE: PATTERN OF DECKING INSTALLATION ON FINGER
AND HEADWALK DESIRED)
5/8' COX PLYWOOD (TOP SURFACE
TO BE PATCHED AND SMOOTH) TYP.
3 SECTION (Option 1
FLOATATION UNIT
SCALE NTS
(DESIGN/BUILD BY CONTRACTOR)
38'-B"± (VARIES - FIELD VERIFY)
RAIG LINE
PONTOON DIMENSIONS BY CONTRACTOR
F SCREWS
2 - S.S. DECK SCREWS PER
A
SUPPORT. PRE -COUNTERSUNK ALL
V.
HOLES AND PRE -DRILLED THRU
S S DECK SCREWS
BOTH THE DECKING AND PLYWOOD
-- --- --- ---
................... ......
1/2' COX PLYWOOD
1 1/2' NAILS
FOR PLYW
MARINE GRADE ADHESIVE SPREAD
—IPE DECKING
DECKING
Co
ALONG FULL WIDTH AND LENGTH OF
ALL STRINGERS AND CROSS MEMBERS
. ............. .
1 1/2- NAILS
3 1/8"x9"
CONSISTENT
x
x
00
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_x
00
LOOSELY BUTTED
EACH BOARD
PLAN
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LV)
IPE DECKING, 5/4 THK MATERIAL
INAL I- THK)
LOOSELY BUTTED
CY, 3 1/8"xg"
x x
/CON
ZNO'TE-.
3'-0'
CONNECT 3 1/8 X 9 TO
2 - S.S. 3 1/2- DECK SCREWS
NECT 3 1/8 X 9 TO 3
4XIS
9
4XI5 AND 4X6 TO 4XIS W1
W1
ALL FOUR (4) SIDES OF TYPE 3 CONNECTOR TYP
CONNECT 3 1/8 X 9 TO
' To
\2
PER SUPPORT. PRE -COUNTERSUNK
ALL HOLES AND PRE -DRILLED THRU
(E) 2X6 1/8 X 6 W/ TYPE 3
CONNECTOR, TYP
PLASTIC PONTOON TO BE
3 1/8 X 9 W/ TYPE
BOTH THE DECKING AND PLYWOOD
DECKING
ALIGNED AND BOLTED TO
FRAMING MEMBERS. TYP
CONNECTOR TYP
1/2- COX PLYWOOD (TOP
VINYL BUMPER STRIP
--- - ----
------ KNEE BRACE
SURFACE TO BE PATCHED
............. .......
AND SMOOTH) TYP.
3 1/8" x 9" GLU-LAM
NOTE: FULL LENGTH 2X6 OF
PONTOON DEPTH
5/8-0 BOLTS (TYP)
DECK BOARDS ACROSS
DETERMINED BY
HEADWALK AND FILLET
CONTRACTOR
5/8- COX PLYWOOD (TOP
r2
SURFACE TO BE PATCHED
TYPICAL PLAN — 3' WDE FINGER (Option 2)
--..",.AND
SMOOTH) TYP.
'\�2 SCALL- NIS
�4 SEC11ON (Option 2)
FLOATATION UNIT
(NOTE: PATTERN OF DECKING INSTALLATION ON FINGER
'\�2
(DESIGN/BUILD BY CONTRACTOR)
AND HEADWALK DESIRED)
SCALL- NIS
ENGINEER
RHM
BAYSHORE MARINA
SCALE
DESIGNER
E
Newport
Beach, CA
AS SHOWN
The Irvine Company
550 Newport Center Drive
0 Golden Shore, Suite 100
Long Beach, CA 90802
I=
PROJECT NUMBER
30990359
CAD OPERATOR RLR
FINGER REPLACEMENT
PROJECT
7A'� - �5/02/13 ISSUED FOR REVIEW RHM
#NODA;:
Newport Beach, CA 92660
Tel: (562) 308-2300
40 Ft
CHECKER
FJM
DRAWING NUMBER
Q.
Fax: (562) 25&-7905
TYPICAL
DETAILS 1
NO. DATE DESCRIPTION BY DESCRIPTION BY
C-2
REVISIONS REVISIONS
[PROJECT MANAGER RHM
SPREADER BAR
ASSEMBLIES
11/16-0 HOLE
r2
5/8-0 BOLTS
3 1/8 9 GL
WIDTH VARIES
5 1/4- 3- 6- 1 6- 3" 1
5 1/4"
1 3/4 3/4-
�1-- -C
Ln
Uj
3 1 *0 SCHD. BO
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GALVANIZED PIPE
0
�371 TYP.
3/8'
of
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01
X
X
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rip 3 1
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Q
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SECTION r2 -A�
3/8- GALVANIZED
00
PLATE (TYP.)
!2
L — - - - - - - -
- - - - - -
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2 1/8- x 9 GL
T
0)
OVER ALL
LENGTH VARIES
NOTCH (TYP) 11/16-0 HOLES
3/8 -
SPREADER BAR
r2
TORSION
BAR
Z
SCALE: 3" 1'-0"
\C1
Er
SCALE; 1 1/2" 1'-0"
TERMINATING WOOD
MEMBER
CONTINUOUS WOOD
MEMBER
........... - . ........
............... . . .
...........
...... . ...... ..
1/2'
.................. ..
SECTION 4-
r5-A�
SCALE: 3" V-13" �C�3
5 3 4
1 1 /2" 2 3/4," 1 1/2-
r5A
04
11/16"0 HOLES,
FOR 5/8 BOLTS (TYP)
C11
3/4" CLIP
TYP
TYPE 3 (9" GLULAM
TO 6" GLULAM &
TO 4X6) CONNECTOR
(-5
SCALE: 3" 1'-0*
ENGINEER
RHM
BAYSHORE MARINA
SCALE
AS NOTED
DESIGNER
E
Newport Beach, CA
The Irvine Company
310 Golden Shore, Suite 100
PROJECT NUMBER
75/02/13
RHM
CAD OPERATOR RLR
40 Ft FINGER REPLACEMENT
PROJECT
550 Newport Center Drive
Long Beach, CA 90802
Tel: (562) 308-2300
UM
30990359
A�
ISSUED FOR REVIEW
RHM ZS
CHECKER
FJM
DRAWING NUMBER
o-
-:� -
Newp ort Beach, CA 92660
Fax: (562) 256-7905
TYPICAL DETAILS 2
NO. [TATE DESCRIPTION BY NO. DATE DESCRIPTION
REVISIONS
REVISIONS
PROJECT MANAGER RHM
C-3
GENERAL COND111ONS
THE CONTRACTOR SHALL FURNISH ALL TOOLS. EQUIPMENT. MATERIALS AND
SUPPLIES AND SHALL PERFORM ALL LABOR AND SUPERVISION AND
PROFESSIONAL SERVICES NECESSARY FOR THE DESIGN, FABRICATION,
ASSEMBLY AND INSTALLATION OF THE FLOATING DOCKS AS SPECIFIED HEREIN
AND AS SHOWN ON THE DRAWINGS.
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE
ENGINEER. SHOP DRAWINGS SHALL INCLUDE THE LAYOUr OF THE PONTOONS,
DETAILS OF KNEE AND TORSIDN BAR CONSTRUCTION, DETAILS OF ALL
CONNECTOR PLATES AND ANGLES, GUIDE ROLLER ASSEMBLIES, ETC.,
CONTRACTOR SHALL ALSO SUBMIT SAMPI FS OF ALL MATERIALS SPECIFIED IN
THESE CONSTRUCTION DOCUMENTS FOR VERIFICATION AND APPROVAL PRIDR
TO PROCUREMENT OF MATERIALS. ENGINEER RESERVES THE RIGHT TO REVISE
THE SPECIFICATION OF MATERIALS UPON EXAMINATION OF CONTRACTOR'S
SUBMITTAL
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS
BEFORE STARTING WORK. THE OWNER OR ENGINEER SHALL BE NOTIFIED OF
ANY DISCREPANCY. CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO
CLEARANCES BETWEEN EXISTING PILES AND EDGE OF NEW FINGERS SUCH THAT
A MINIMUM OF 9.5 INCHES CLEAR IS MAINTAINED.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
GENERAL NOTES.
DIMENSIONS TAKE PRECEDENCE OVER SCALE.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM
FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR
REPLACEMENT OF SAME IN CONJUNCTION WITH THE EXECUTION OF THIS WORK
THE CONTRACTOR SHALL PREPARE ANY NECESSARY PLANS AND DETAILS FOR
TEMPORARY ACCESS AND UTILITIES, REQUIRED FOR PROJECT PHASING.
PERMITS, IF REQUIRED, FOR TEMPORARY CONSTRUCTION MEASURES SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR.
ALL DEMOLISHED EXISTING MARINA ELEMENTS SHALL BE REMOVED FROM THE
SITE AND TRANSPORTED TO A COUNTY APPROVED DISPOSAL SITE.
THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL CONSTRUCTION
SURVEYING THAT MAY BE REQUIRED.
THE DIMENSIONS SHOWN ON THE PLANS ARE NOMINAL AND CAN BE ADJUSTED
TO SUIT SPECIFIC FLOAT AND FRAMING CONDITIONS.
REGULATORY REQUIREMEN
THE CONTRACTOR SHALL AT ALL TIMES, COMPLY WITH ALL GOVERNMENT
LAWS, REGULATIONS, AND DIRECTIVES INCLUDING BUT NOT UMITED TO THOSE
ISSUED BY OSHA AND CALOSHA, U.S. ARMY CORP. ENGINEERS, CALIFORNIA
COASTAL COMMISSION. AND THE NIEWPORT BEACH MARINE DEPARTMENT.
ALL MATERIALS AND WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE
(UBC), CA BLDG. CODE (CBC) & ADA, LATEST EDITIONS
AND OTHER APPLICABLE CONSTRUC11ON CODES.
CONTRACTOR SHALL OEMAIN ALL NECESSARY PERMITS FOR THIS PROJECT.
DEFINITION OF TERMS
REMOVE - SHALL MEAN TO DEMOLISH, TRANSPORT AND DISPOSE OF AT
CONTRACTOR'S EXPENSE.
REMOVE AND REINSTALL - SHALL MEAN TO REMOVE, PROTECT, STORE, CLEAN
AND REINSTALL IN GOOD CONDITON.
INSTALL — SHALL MEAN TO FURNISH THE ITEM SPECIFIED, TRANSPORT TO THE
SITE AND INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS
AND THESE DRAWINGS.
SALVAGE — SHALL MEAN TO DISASSEMBLE, SORT INTO LIKE COMPONENTS,
PACKAGE OR PALLETIZE INTO TRANSPORTABLE UNITS, AND TRANSPORT TO A
SITE DESIGNATED BY OWNER.
DESIGN CRITERI
1. DESIGN GUIDE: 'LAYOUT AND DESIGN GUIDELINES FOR SMALL CRAFT
BERTHING FACILITIES.' STATE OF CALIFORNIA. DEPARTMENT OF BOATING
AND WATERWAYS, JANUARY 1980 WITH 1984 REVISIONS.
2. DESIGN LOADINGS:
A. DEAD LOAD: ALL DECKING. FRAMING, TORSION BARS,
CONNECTIONS, FLOATING UNITS, PIPING, CONDUITS, FIRE BOXES,
GANGWAY, TRANSFORMERS, CABINETS, ETC. SPECIFIC WEIGHT OF
LUMBER USED SHALL BE 35 POUNDS PER CUBIC FOOT.
B. LIVE LOAD: 20 POUNDS PER SQUARE FOOT.
C. LATERAL LOAD. WIND - 15 PSF.
WAVE - 1 FOOT WAVE HEIGHT
BERTHING & MOORING - VESSEL LENGTH
EQUALS SUP LENGTH
3. FLOATS SHALL BE DESIGNED BY THE CONTRACTOR TO BE
WITHIN THE FOLLOWING TOLERANCES OF BEING LEVEL UNDER
DEAD LOAD CONDITIONS ONLY:
A. MAXIMUM TRANSVERSE SLOPE FOR FINGER FLOATS: 2 PERCENT.
B. MAXIMUM TRANSVERSE SLOPE FOR MAIN FLOATS: 2 PERCENT.
C. MAXIMUM LONGITUDINAL SLOPE: 3 PERCENT.
FOR
REVISIONS
STRUCTURAL METAL & ASSOCIATED HARDWARE
STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATIONS FOR
STRUCTURAL STEEL FOR BRIDGES AND BUILDINGS. ASTM A36. ALUMINUM SHALL
CONFORM TO 6061-T6 MATERIAL ALL STAINLESS STEEL SHALL CONFORM TO
A316.
FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST AISC
SPEC FICATIONS.
ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION OR
INSTALLAMON OF STRUCTURAL METAL ELEMENTS.
ALL NEW STRUCTURAL STEEL, BOLTS AND HARDWARE SHALL BE HOT -DIPPED
GALVANIZED AFTER FABRICATION WITH AN AVERAGE OF 3 OUNCES OF ZINC PER
SQUARE FOOT OF SURFACE. BOLTS SECURING THE CUPS AND
SPUCES SHALL BE AT LEAST 5/B -INCH NOMINAL DIAMEFER. MINIMUM
EDGE DISTANCE FOR BOLT HOLES IN STEEL MEMBERS SHALL BE IN
ACCORDANCE WITH 'MANUAL OF STEEL CONSTRUCTION" 7TH EDITION.
RE -FABRICATED EXISTING STEEL SHALL RECEIVE THE APPROPRIATE TOUCH-UP
COATING/S OF -GALVALOY-, PER MANUFACTURER'S RECOMMENDATIONS.
ALL BOLTS SHALL BE THRU-BOLTS UNLESS SPECIFICALLY NOTED OTHERWISE.
NO CONNECTING DEVICE SHALL PROTRUDE BEYOND THE FASCIA OR WALER
INTO THE BERTH AREA.
LUMBER AND ASSOCIATED FASTENER
ALL BOLTS THROUGH WOOD SHALL BE 5/8 INCH DIAMETER HOT—DIP GALVANIZED
A307 THRU—BOLTS UNLESS NOTED OTHERWISE BOLT HEADS SHALL BE
HEX HEAD WITH WASHERS USED UNDER ALL NUTS.
ALL SAWN LUMBER SHALL BE S4S DOUGLAS FIR GRADE SELECT STRUCTURAL
STAMPED BY REPUTABLE GRADING AGENCY. GRADING RULES NO. 16 OF THE
WEST COAST INSPECTION BUREAU SHALL BE USED. EXPOSED MEMBERS SHALL
BE SELECTED FOR APPEARANCE AND LACK OF LOOSE OR MISSING KNOTS.
PLYWOOD SHALL BE APA C—D EXT. OR BE17ER WITH TOP SURFACE
PATCHED SMOOTH, AND COATED WITH A HIGH—SOUDS COATING OF AN
APPROPRIATE EPDXY PAINT SYSTEM.
DECKING SHALL BE FASTENED WITH 2 -DECK SCREWS PER BOARD AT ALL
SUPPORTS AS DESCRIBED ON THE DRAWINGS.
CDNTRACTOR SHALL CHAMFER THE BOTTOM CORNER OF EACH END OF ALL
INTERIOR GLULAMS I' TO PROVIDE DRAINAGE.
MINIMUM BOLT SPACING
NUMBER OF MINIMUM C -C
LOCATION (1) BOLT DIA. SPACING (INCHES)
BETWEEN CENTERS OF BOLTS IN ROW 4(l) 3
BETWEEN CENTERS OF ROWS OF BOLTS 2-1/2 2
BETWEEN END OF MEMBER & CENTER OF
BOLT FOR F 11 TO GRAIN & ACTING
TOWARD END 7(2) 4-1/2
BETWEEN END OF MEMBER CENTER DF
BOLT FOR F 11 TO GRAIN NOT ACTING
TOWARD END 4 3
BETWEEN EDGE OF MEMBER & CENTER OF
BOLT FOR F 1 TO GRAIN & NOT ACTING
TOWARD THAT EDGE 1-1/2 1-1/2
BETWEEN EDGE OF MEMBER & CENTER OF
BDLT FOR F I TO GRNN & ACTING TOWARD
THAT EDGE 4 2
NOTES:
(1) F=FORCES, ll=PARALLEL, I=PERPENDICULAR
(2) SCREWS & LAG SCREWS KTUST BE EMBEDDED IN MEMBERS
BX SCREW DIAMETER TO DEVELOPE RATED LATERAL LOAD.
GLUE LAMINATED TIMBER
ALL GLULAMS SHALL BE DOUGLAS FIR 24F -V8 (FOR WET SERVICE).
SHOP DETAILS FOR ALL GLUE -LAMINATED TIMBER UNITS SHALL BE FURNISHED
BY THE FABRICATOR AND APPROVED BY THE ENGINEER PRIOR TO COMMENCE-
MENT OF WORK.
ALL WORK SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 56-73,
"STRUCTURAL GLUED LAMINATED TIMBER'.
LAMINATING COMBINATIONS SHALL MEET THE REQUIREMENTS OF PS 56-73, AND
SHALL PROVIDE ALLOWABLE DESIGN VALUES OF.
2400 PSI IN BENDING
1100 PSI IN TENSION PARALLEL TO GRAIN
1650 PSI IN COMPRESSION PARALLEL TO GRAJN
650 PSI IN COMPRESSION PERPENDICULAR TO GRAIN BOTTOM
650 PSI IN COMPRESSION PERPENDICULAR TO GROUN TOP
165 PSI IN HORIZONTAL SHEAR
1.8xid' PSI IN MODULUS OF ELASTICITY
APPEARANCE OF GLUE -LAMINATED UNITS SHAUL BE 'INDUSTRIAL GRADE".
GLUE -LAMINATED UNITS SHALL BE MARKED WITH A QUALITY MARK INDICATING
CONFORMANCE WITH PS 56-73.
DESCRIP_nON
REVISIONS
WOOD PRESERVATION
PLYWOOD SHALL BE TREATED WITH CCA, NOT INCISED. RETENSION: 0.60 PCF;
SPEC: AWPA C2 & C18.
SAWN LUMBER SHALL BE TREATED WITH CCA. NOT INCISED. RETENTION: 0.60
PCF, SPEC: C2 & C18,
GWLAMS SHALL BE TREATED WITH PENTACHLOROPHENOL, TYPE C LIGHT OIL,
NOT INCISED. RETENSION 0.50 PCF SPEC: AWPA C28.
WHERE TREATED WOOD PRODUCTS ARE FIELD FABRICATED, ALL CUTS, HOLES
AND INJURIES SHAUL BE FIELD TREATED IN ACCORDANCE WITH AMERICAN
WOOD PRESERVERS ASSOCIATION STANDARD M4.
ALL TREATED LUMBER MUST BEAR A STAMP APPROVED BY THE AMERICAN
LUMBER STANDARDS COMMITTEE FOR CONFORMANCE TO AMERICAN WOOD
PRESERVERS ASSOCIATION STANDARDS.
FLOATATION UNI
FINGERS SHALL BE CONSTRUCTED USING PONTOONS MANUFACTURED BY
*HENDERSON MARINE* OR APPROVED EQUAL MATERIAL SHALL 13E CROSS-UNKED
POLYETHYLENE "MARLEX CL-1DD"; BLACK COLOR FOR MAXIMUM
RESISTANCE TO ULTRAVIOLET DEGRADATION; .125 WALL THICKNESS.
INDENTATIONS IN THE FLANGE SHALL BE PROVIDED TO MARK THE SUGGESTED
LAG SCREW LDCATIDNS. TIGHTEN LAG SCREWS SNUG, BUT NOT SO TIGHT AS TO
DAMAGE PONTOON FLANGE
FINGER PONTOONS SHALL BE FILLED WITH SNUG FITTING 1.0 PCF DENSITY
WATERPROOF EXPANDED POLYSTYRENE FOAM SHALL CONFORM TO ASTIA
C272.
CONTRACTOR IS RESPONSIBLE FOR THE SELECTION & PLACEMENT OF ALL
PONTOONS TO MEET THE 'DESIGN CRITERIA & PROVIDE SMOOTH AND LEVEL
TRANSITIONS BETWEEN FINGERS & ADJOINING HEADWALKS, AND NOT IMPACT
SYSTEM STABILITY OR CAUSE HEADINDALKS TO ROTATE BEYOND EXISTING LEVELS.
PIPING. POWER AND DOCK AMENMES
REMOVE AND REPLACE ALL EXISTING UTILITY AND DOCK AMENITY FIXTURES
UTILIZING THE CURRENTLY -EXISTING DOCK FIXTURES.
ALL WORK SHALL CONFORM TO APPLICABLE CODES AND ORDINANCES.
INCLUDING CA ACCESSIBILITY REGULATIONS & ADA.
ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH THE APPUCABLE
STANDARDS SET FORTH IN I.I.F.C. LATEST EDITION.
IF REQUIRED BY CODE OR CITY OFFICIALS, PIPING SHALL BE HYDROSTATICALLY
TESTED TO 200 PSI FOR 2 HOURS. FIRE PREVENTION BUREAU
SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO TEST (714)W-3607).
AFTER PRESSURE TESTS HAVE BEEN MADE, THOROUGHLY FLUSH THE ENTIRE
DOMESTIC WATER DISTRIBUTION SYSTEM WITH WATER UNTIL ALL ENTRAINED
DIRT HAS BEEN REMOVED, AND STERILIZE BY CHLORINATING MATERIAL THE
CHLORINATING MATERIAL SHALL BE EITHER LIQUID CHLORINE, OR
HYPOCHLORrrE GRADE 1 (5 PERCENT AVAILABLE CHLORINE) OR GRADE 2 (10
PERCENT AVAILABLE CHLORINE.) THE CHLORINATING MATERIAL SHALL PROVIDE
A DOSAGE OF NOT LESS THAN 50 PARTS PER MILLION AND SHALL BE
INTRODUCED INTO THE SYSTEM OR PART THEREOF IN AN APPROVED MANNER.
RETAIN THE TREATED WATER IN THE PIPE FOR 24 HOURS, OR, FILL THE SYSTEM
OR PART THEREOF WITH A WATER -CHLORINE SOLUTION CONTAINING AT LEAST
200 PARTS PER MILLION OF CHLORINE AND ALLOW TO STAND FOR 3 HOURS.
OPEN AND CLOSE ALL VALVES IN THE SYSTEM BEING DISINFECTED THREE TIMES
DURING THE CONTACT PERIDD. THEN FLUSH THE SYSTEM WITH CLEAN
POTABLE WATER UNTIL THE RESIDUAL CHLORINE IS REDUCED TO LESS THAN 1.0
PPM. DURING THE FLUSHING PERIOD OPEN AND CLOSE ALL VALVES AND
FAUCETS THREE TIMES. FROM AT LEAST THREE DIVERGENT POINTS IN THE
SYSTEM THE CONTRACTOR WILL TAKE SAMPLES OF WATER IN PROPERLY
STERILIZED CONTAINERS FOR BACTERIAL EXAMINATION. REPEAT THE
DISINFECTING UNTIL TESTS INDICATE THAT SATISFACTORY BACTERIOLOGICAL
RESULTS HAVE BEEN OBTAINED.
WHERE DISSIMILAR METALS ARE JOINTED, DIELECTRIC FITTINGS SHALL
BE USED TO PREVENT GALVANIC CORROSION. UP THROUGH 2 INCHES USE
NIPPLE, 4—INCH MINIMUM LENGTH, PER ASTM F441, CPVC, SCHEDULE 80.
LARGER SIZES USE DIELECTRIC UNION WITH GALVANIZED OR PLATED STEEL
FEMALE PIPETHREADED END AND COPPER SOLDER—JOINT END. UNION SHALL
HVAE A WATERIMPERVIOUS INSULATION BARRIER CAPABLE OF LIMITING
GALVANIC CURRENT TO ONE PERCENT OF THE SHORT—CIRCUIT CURRENT IN
A CORRESPONDING BIMETALLIC JOINT AND, WHEN DRY, SHALL BE ABLE TO
WITHSTAND A 600 VOLT BREAKDOWN TEST.
The Irvine Company 310 Golden Shore, Suite 100
Long Beach, CA 90802
550 Newport Center Dri Tel: (562) 308-2300
Newport Beach, CA 92660 um Fax: (562) 256-7905
A.F.F.
A.C.O.E.
ALUM.
X
BEL
BD.
BM.
BW
CB
C/C
CF.
C.I.P.
CUR
CONC.
CONT.
CUR.
CY
DWG
DET.(S)
DIA.
D.L.
DN.
ELECT.
ELEV. OR EL
EXIST. OR E.
EA.
EQ.
EXP.
FIN.
FLR.
F.O.
FT.
CA.
GALV
GLU. LAM.
H
HT.
HDWR
IN
INT.
LBS.
LAM.
ENGINEER RHM
DESIGNER
CAD OPERATOR RLR
CHECKER FJM
PROJECT MANAGER RHM
ABBREVIATION LIST
AND
AT
ABOVE FINISH FLOOR
ARMY CORPS OF ENGINEERS
ALUMINUM
BY
BELOW
BOARD
BEAM
BACK OF WALK
CARRIAGE BOLTS
CENTER LINE
CENTER TO CENTER
CUBIC FOOT
CAST IN PLACE
CLEAR
CONCRETE
CONTINUOUS
CLEAR
CUBIC YARD
DEGREES
DIAMETER
DEPTH
DRAWING
DETAL(S)
DIAMETER
DEAD LOAD
DOWN
ELECTRICAL
ELEVATION
EXISTING
EACH
EQUAL
EXPANSION
FINISH
FLOOR
FACE OF
FEET
GAGE
GALVANIZED
GLUE LAMINATED
HIGH
HEIGHT
HARDWARE
INCH
INTERIOR
POUNDS
LAMINATED
UN.
UNEAL OR LINEAR
LG.
LONG
LL
LIVE LOAD
M.LLW.
MEAN LOWER LOW WATER
MAT.
MATERIAL
MAX.
MAXIMUM
MB
MACHINE BOLTS
MFR
MANUFACTURER
MM.
MILLIMETER
MIN.
MINIMUM
MTL.
METAL
N.I.C.
NOT IN CONTRACT
NO. OR
NUMBER
(N)
NEW
D.C.
ON CENTER
0/0
CUT TO OUT
OPNG.
OPENING
OPP.
OPPOSITE
%
PERCENT
PLUS OR MINUS
>
PLATE
PCF
POUNDS PER CUBIC FOOT
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE
REINF.
REINFORCEMENT, REINFORCED
REWD
REQUIRED
RM. OR RMS
ROOM/S
RSP
ROCK SLOPE PROTECTION
2ND
SECOND
so.
SQUARE
SF.
SQUAREFOOT
STL
STEEL
Sim.
SIMILAR
SH. OR SHT
SHEET
S.S.
STAINLESS STEEL
T.O.C.
TOP OF CONCRETE
T & G
TONGUE& GROOVE
TYP.
TYPICAL
THK.
THICK
U.H.M.W.
ULTRA HIGH MOLECULAR WEIGHT
I.I.H.E. OR UHE
UNREASONAJILE HAIWHIP EXCEPTIN
U.N.O.
UNLESS NOTED OTHERWISE
VERT.
VERTICAL
W.W.M.
WELDED WIRE MESH
W/
WITH
W/o
WITHOUT
WD.
WOOD
BAYSHORE MARINA
slewport Beach, CA
40 Ft FINGER REPLACEMENT PROJECT
GENERAL NOTES
"I
NONE
PROJECT NUMBER
3
DRAWING NUMBER
GN -1
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3044 / Fax (949) 723-0589
HARBOR PERMIT/APPROVAL IN CONCEPT
HARBOR PERMIT/APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH
as required for permit application to the South Coast Regional Commission pursuant to
California Administrative Code, Sections 13210 and 13211.
General Description of Proposed Development: Temporary removal of four boat
boat slip dock fingers from the western end of Bayshore Marina to promote safe
navigation by sand bar.
lAddress number must be stenciled on at least I bayward facing pile.
riwir uunumons musime signea oy appimant prior to tinai approval.
Legal Description:
lHarbor Permit Nu �mber: 129-2572
IPlan Check Number: 0721-2014
jApplicant: John Doane/Tom Mathews
Applicants Mailing Address: 2572 Bay Shore Dr., Newport Beach, CA 92660
Phone Number: 949 -581 -2888 -CAA Planning
I have reviewed the plans for the foregoing development including:
1. The general site plan, including any roads and public access to the shoreline.
2. The grading plan, if any.
3. The general uses and intensity of use proposed for each part of the area covered
in the application. Page 1 of 2
And find
'�,d They comply with the current adopted Newport Beach General Plan, Municipal
Eode, Title 17 and any applicable specific or precise plans or,
o That a variance of exception has been approved and final.
A copy of any variance, exception, conditional use permit or other issued permit is
attached together with all conditions of approval and all approved plans including
approved tentative tract maps. On the basis of this finding,. these plans are approved in
concept and said approval has been written, upon said plans, signed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the
Municipal Code or other regulations in any manner that would affect the'use of the
property or the design of a project located thereon, this Approval In Concept shall
become null and void as of the effective date of this said ordinance.
.In accordance with the California Environmental Quality Act or 1970, and state and local
guidelines adopted thereunder, this. development:
Has.been determined to be ministerial or categorically exempt.
o Has received a final Exemption Declaration or final Negative Declaration (copy
attached).
E Has received a Final Environmental Impact Report (copy attached).
All discretionary approvals legally required of Newport Beach prior -to issuance of a
harbor permit and a building permit have been given and are final. The development is
not subject to rejection in principal by Beach unless a substantial change is
proposed.
This concept approval in no way excuses the applicant from complying with all
,.applicable policies, ordinances, codes and.regulations of. Newport Beach. -See attached.
-Special Conditions.
Lisa Walters, Harbor Resources
April 4, 2014
Attachments:
Worksheet for Building Permit Application
Drawing
Page 2 of 2
or 0
0
Iro
126? --2f -
Hugh Nguyen
Clerk - Recorder
Orange County
Clerk -Recorder's Office
12 Civic Center Plaza, Room 106, P.O. Box 238, Santa Ana, CA 92702
web: www.oc.ca.gov/recorder/
PHONE (714) 834-2500 FAX (714) 834-5284
CITY OF NEWPORT BEACH
3300 NEWPORT BEWPORT BEACH
NEWPORT BEACH, CA 92685
Office of the Orange County Clerk -Recorder
Memorandum
SUBJECT: NOTICE OF EXEMPTION
The attached notice was received, filed and a copy was posted on 04/09/2014
It remained posted for 30 (thirty) days.
Hugh Nguyen
Clerk - Recorder
In and for the County of Orange
By: Rose M. Solo'rio Deputy
Public Resource Code 21,092.3
The notice required pursuant to Sections 21080.4 and 21092 for an environmental impact repo
shall be posted in the office of the County Clerk of each county *** in which the project will be
located and shall remain posted for a period of 30 days. The notice required pursuant to Section
21092 for a neszative declaration shall be so Dosted for a Deriod of 20 days. unless otherwise
reauired bv law to be r)osted for 30 days. The Countv Clerk shall r)ost notices within 24 hors of
receipt.
Public Resource Code 21152
All notices filed pursuant to this section shall be available for public inspection, and shall be
posted *** within 24 hours of receipt in the office of the County Clerk. Each notice shall remain
posted for a period of 30 days.
Th.e.reafter, th,e,clerk shall return the notice to the local lead agency *** within a notation of
the period it was posted. The local lead agency shall retain the notice for not less than nine
months.
Additions or changes by underline; deletions by
Notice of Exemption
Recorded in Official Records, Orange County
Hugh Nguyen, Clerk -Recorder
50.00
$ R 0 0 0 6 6 2 0 4 9 2 $
201485000312 2:29 pm 04109114
230 SCII Z01
0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00
To:
County Clerk City of Newport Planning Division
County of Orange 3300 Newport Boulevard P.O. Box 1768
Public Services Division Newport Beach, CA 92658-8915
Santa Ana, CA 92702 (949) 644-3200
Project Title:BaVshore Marina/Temp6rarV Slip Finger Removal
Project Applicant: Irvine CompanV, John Doane, 110 Innovation, Irvine, CA 92617, (949) 720-2710
Prooect Location - Specific:The temporary removal of four si ip fingers from the western end of the Bayshore
Marina located at 2572 Bayshore Drive, Newport Beach CA 92663.
Project Location - City: Newport Beach —Project Location - County: Orange
Description of Nature, Purpose and Beneficiaries of Project: The project involves the temporary removal of four
slip fingers at the western end of the existing Bayshore Marina. Sand has migrated into the navigable space between
the existing boat slips and the seawall at this location which is adjacent to the Bayshore residential community
beach located at 2572 Bayshore Drive, Newport Beach. The four slip fingers will be detached from the marina
support structure and floated to the Irvine Company's maintenance facility located at 300 Dover and lifted out of
the water for storage. The four slip fingers will be returned to the marina from storage and re -attached to the dock
support structure where they are currently located following maintenance dredging, which is anticipated to occur
within the next year. Regional and Project Location maps, and a site plan depicting the fourAtip fingers to be
removed, are included as Exhibits 1-3.
Name of Public Agency Approving Project:City of Newport Beach
Name of Person or Agency Carrying out Project: Irvine ConrD1tQqJw Doane:, "'Vo - —
- N"If -
Exempt Status: (check one): % �� 77
Ministerial (Sec. 21080(b)(1); 15268); 40R C4 I�Y/r,%C�
%, A
EJ Declared Emergency (Sec. 21080(b)(3); 1%P9(a')J,' fol/y,rN,
r_1 Emergency Project (Sec. 21080(b)(4); 15269 *RSCORD,
'6
Categorical Exemption. State type and section number: ss I and Rss 11, CEQA Guidelines
v Strtjrt
Section 15301 Existing Facilities and Section 50311 Accessory Structures Q_,p1J7J_
Statutory Exemptions. State code number:
Reasons why project is exempt: The City considered any potential environmental effects of the proposed project.
Based on their review and all supporting materials provided, the City determined that the project is exempt from
further environmental review consistent with Class 1 - Existing facilities exemption under CEQA Guidelines Section
15301. Class I consists of operation, repair, maintenance, permitting, leasing, licensing or minor alteration of
existing public or private structures, facilities, mechanical equipment or topograhical features, involving negligible
or no expansion of use beyond that existing at the time of the lead agency's determination. The temporary removal
of the four slip fingers, part of the existing dock at the Bayside Marina, will allow for the continued operation of the
marina. The temporary removal of the four slip fingers will allow for continued access and safe navigation to the
existing boat slips located between the dock and the seawall. Pilings are not located at the slip fingers to be
removed, and said removal will not affect the remaining marina structure. The minor alteration to the existing dock
structure is consistent with the Class 1 exemption because the marina is an existing structure and the temporary
removal of four slip fingers is considered a minor alteration.
Section 15311 Accessocy Structures Class 11 consists of construction, or replacement of minor structures accessory
to (ap:rutenant to) existing commercial, industrial, or institutional facilities,including but not limited to: Placement
p
of seasonal or temporary use items such as lifeguard towers, mobile food units, portable restrooms, or similar items
in generally the same locations from time to time in publicly owned parks,stadiums, or other facilities designed for
public use. The four slip fingers will be removed on a temporary basis, for approximately one year, and then will be
reconnected to the existing dock. The removal of four slip fingers, which are a part of the dock at the existing
Bayshore Marina, will be temporary.
Lead Agency
Contact Person:Chris Miller Area Code/Telephone/Extension: (949) 644-3041
If filed by applicant:
1. Attach certified document of exemption finding.
2. Has a Notice of Exemr)tion een fi ed by the public agency approving the project? E]Yes El No
Signature: ryt, e -lb //!2
?; Date:- Title: Harbor Resources Manager
OSigned by Lead Agency El Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.
Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.
4.J
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State of California - Department of Fish and Wildlife
2014 ENVIRONMENTAL FILING FEE CASH RECEIPT
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449874
STATE CLEARINrp
(1fapplicable)
SEE INSTRUCTIONS ON REVERSE. TYPE OR PRINT CLEARLY
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J Environmental Impact Report (EIR)
$3,029.75 $
J Mitigated/Negative Declaration (MND)(ND)
$2,181.25 $
J Application Fee Water Diversion (State Water Resources Control Board only)
$850.00 $
Ll Projects Subject to Certified Regulatory Programs (CRP)
$1,030.25 $
County Administrative Fee
$50.00 $
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Ll Notice of Exemption (attach)
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Ai -Phg%Al qrt PINK -I FAF) ArENCY
GOLDEN RM - d OuNT�(dLERK-
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Worksheet for Building/Fire Permit Application M t
ity of Newport Beach WADRUT DWI 0M
Z�rl
Please print 3 copies Building Department ohm g A is
1. Project Address (Not mailing address) U1 Y Vt %Ar i b A ite No
/A
[2572 gayshore Drive
# Units
Legal Description Lot FN/A BlockFN/A Tract N/A
2. Description of Work Use F
rTemp.otrr.ary removal of four boat slip dock fingers from the western end of Bayshore Marina to
prom
promote safe navigation by sand bar # Stories F
Tenant Name if Commercial rvine Company Valuation S N/A
F, F
F- New F- Add Alter Demo Scl Ft (new/add/extended) F
Check Appropriate Box for Appli cant/Notifi cation Information
F- 3. Owner's Name Last IDoane
First FJohn
Owner's Address
Owner's E-mail Address
14 inovation
F 0--
FiDoan@irvinecompany.com
city lirvine
State ICA
Zip [92617 Telephoner949-720-2391
F- 4. Arc - hitect/Designer's Name
Last Ischaffner
First [Shawna Lic. No.F
ArchitecUDesignees Address
Architect(Designer's E-mail Address
165 Enterprise
nera_caaplanning.com
city IAliso Viejo
State ICA
zip F92656 Telephone 1949-581-2888
f— 5. Engineer's Name Last I
First Lic. Nof
Engineer's Address
Engineer's E-mail Address
city
F
State I
Zip F Telephone
I F
6. Contractor's Name Last
—
FirstF Lic. No. F ClassF
Contractor's Address
Contractor's E-mail Address
city I
State
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OFFICE USE ONLY
PERMIT NO.
PLAN CHECK NO. p
TYPE OF CONSTRUCTION
L�N CHECK FEE $
OCCUPANCY- GROUP
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I'M
CAA PLANNING
March 31, 2014
Mr. Chris Miller
Harbor Resources Manager
829 Harbor Island Drive
Newport Beach, CA 92660
Subject: Temporary Slip Finger Removal at Bayshore Marina
Dear Mr. Miller:
On behalf of Irvine Company, CAA Planning, Inc. (CAA), is pleased to submit the attached
application for an Approval -in -Concept (AIC) to allow for the temporary removal of four slip
fingers at the western end of the Bayshore Marina. A sand bar has limited access to the boat slips
located between the dock and the seawall, and the temporary remove of four slip fingers will
allow for safe navigation around the sand bar until such a time that the sand bar can be removed
through a separate permitting process. Included herewith is a letter from Irvine Company
authorizing CAA to file and process this application.
The Bayshore Marina is located within the private Bayshore community at 2572 Bayshore Drive.
Regional Vicinity and Project Location maps are included as Exhibits 1 and 2, respectively.
Exhibit 3 depicts the four slip fingers to be temporarily removed. Sand has migrated from the
adjacent beach into the navigable space between the existing boat slips and the seawall at this
location and consequently, at low tide, boats cannot safely navigate between the docks and the
sand bar. Exhibit 4 is an aerial view of the Marina (arrow denotes the location of the sand bar)
and the adjacent Bayshore community. Exhibit 5 and 6 are photographs taken at water level
looking towards the sand bar.
The temporary removal of the four slip fingers will allow small boats to safely navigate between
the sand bar, and the seawall to access the docks at the west end of the marina. The four slip
fingers will be detached from the marina support structure and floated to the Irvine Company's
maintenance facility located at 300 Dover, and lifted out of the water for storage. The process of
disconnecting the four slip fingers and floating them to the maintenance facility will take
approximately two days. Pilings are not located at the slip fingers and the removal will not affect
the remaining marina structure. It is anticipated that this work could occur in connection with the
Bayshore Marina finger widening project, which was recently approved by the City and the
California Coastal Commission.
A City Dredge Permit that would allow for the removal of the sand bar cannot be processed
under the RGP 54 due to the fact that Eelgrass exists within thirty feet of the sand bar. Therefore,
dredging approvals will be sought from the various responsible agencies in the coming months.
We anticipate that the permitting could take as much as one year and once the dredging is
65 Enterprise, Suite 130 * Aliso Viejo, California 92656 * (949) 581-2888 * Fax (949) 581-3599
LA
Mr. Chris Miller
March 31, 2014
Page 2 of 2
complete, the four slip fingers will be returned to the marina from storage and re -attached to the
dock support structure where they are currently located.
This application includes the City's Worksheet for Building Permit Application, Notice of
Exemption, and a check in the amount of $683.00 for the processing of this AIC request. Please
do not hesitate to contact me or Tom Mathews at (949) 581-2888 if you have any questions or
require additional information.
Sincerely,
CAA PLANNING, INC.
Shawna L. Schafffier
'r
Chief Executive Officer
Attachments
John Doane
Greg Sinks
data@2014Gooqle lmi�
Exhibit 1, Regional Vicinity Map
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March 27, 2014
Mr. Chris Miller
Harbor Resources Manager
City of Newport Beach
829 Harbor Island Drive
Newport Beach, CA 9266.0
Subject: Letterof Authorization
Dear Mr. Miller:
Please be advised that CAA Planning, Inc.: is authorized to represent Irvine Company in
securing the Approval -In -Concept and Harbor Permit for the temporary relocation of 4
dock slip fingers at the Bayshore Marina to allow for safe navigation for small boats to
access docks and avoid a sand bar.
CAA is authorized. to execute,, take delivery, request and take necessary action on behalf
of Irvine Company pertinent to obtaining said Approval -In -Concept and Harbor Permit
from the City of Newport Beach.
Sincerely,
IRVINE COMPANY
int, Administration and Operations
-rti,es Division
cc: Shawna Schaffner
550 Newport Center Drive, Newport Beach, CA 92660-7011 949.720.2000
Notice of Exemption
To: From: WP
County Clerk City of Newport Planning Division
County of Orange 3300 Newport Boulevard P.O. Box 1768
Public Services Division Newport Beach, CA 92658-8915
Santa Ana, CA 92702 (949) 644-3200
Project Title:Bayshore Marina/Temporary Slip Finger Removal
Project Applicant: Irvine Company, John Doane, 110 Innovation, Irvine, CA 92617, (949) 720-2710
Prowect Location – Specific:The temporarV removal of four slip fingers from the western end of the BaVshore
Marina located at 2572 BaVshore Drive, Newport Beach CA 92663.
Project Location – City: Newport Beach —Project Location – County: Orange
Description of Nature, Purpose and Beneficiaries of Project: The project involves the temporary removal of four
slip fingers at the western end of the existing Bayshore Marina. Sand has migrated into the navigable space between
the existing boat slips and the seawall at this location which is adjacent to the Bayshore residential community
beach located at 2572 Bayshore Drive, Newport Beach. The four slip fingers will be detached from the marina
support structure and floated to the Irvine Company's maintenance facility located at 300 Dover and lifted out of
the water for storage. The four slip fingers will be returned to the marina from storage and re -attached to the dock
support structure where they are currently located following maintenance dredging, which is anticipated to occur
within the next year. Regional and Project Location maps, and a site plan depicting the four slip fingers to be
removed, are included as Exhibits 1-3.
Name of Public Agency Approving Project:City of Newport Beach
Name of Person or Agency Carrying out Project: Irvine Coml2any, John Doane
Exempt Status: (check one):
El Ministerial (Sec. 21080(b)(1); 15268);
El Declared Emergency (Sec. 21080(b)(3); 15269(a));
[:1 Emergency Project (Sec. 21080(b)(4); 16269(b)(c));
E Categorical Exemption. State type and section number: Class I and Class 11, CEQA Guidelines
Section 15301 Existing Facilities and Section 50311 Accessory Structures
E] Statutory Exemptions. State code number:
Reasons why project is exempt: The City considered any potential environmental effects of the proposedproject.
Based on their review and all supporting materials provided, the City determined that the project is exempt from
further environmental review consistent with Class 1 - Existing facilities exemption under CEQA Guidelines Section
15301. Class 1 consists of operation, repair, maintenance, permitting, leasing, licensing or minor alteration of
existing public or private structures, facilities, mechanical equipment or topograhical features, involving negligible
or no expansion of use beyond that existing at the time of the lead agency's determination. The temporary removal
of the four slip fingers, part of the existing dock at the Bayside Marina, will allow for the continued operation of the
marina. The temporary removal of the four slip fingers will allow for continued access and safe navigation to the
existing boat slips located between the dock and the seawall. Pilings are not located at the slip fingers to be
removed, and said removal will not affect the remaining marina structure, The minor alteration to the existing dock
structure is consistent with the Class 1 exemption because the marina is an existing structure and the temporary
removal of four slip fingers is considered a minor alteration.
Section 15311 Accessory Structures Class 11 consists of construction, or replacement of minor structures accessory
to (apprutenant to) existing commercial, industrial, or institutional facilities,including but not limited to: Placement
of seasonal or temporary use items such as lifeguard towers, mobile food units, portable restrooms, or similar items
in generally the same locations from time to time in publicly owned parks,stadiums, or other facilities designed for
public use. The four slip fingers will be removed on a temporary basis, for approximately one year, and then will be
reconnected to the existing dock. The removal of four slip fingers, which are a part of the dock at the existing
Bayshore Marina, will be temporary.
Lead Agency .
Contact Person:Chris Miller
Area Code/Telephone/Extension: (949) 644-3041
If filed by applicant:
1. Attach certified document of exemption finding.
2. Has a N ti f E )Jon;�een filed by the public agency approving the project? FlYes n No
Signature: (�A "t ?1"xil Date: Title: Harbor Resources Manager
OSigned by Lead Agency F-1 Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.
Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.
APPENDIX B
LOCAL AGENCY REVIEw FORM
SECTION A (TO BE COMPLETED BY APPLICANT)
Applicant Irvine Company, John Doane
Project Description Temporary removal of four slip fingers to allow safe navigation around sand bar.
Location 2572 Bayshore Drive
Newport Beach, CA
Assessors Parcel Number
I Zoning Designation NIA
General or Community Plan Designation
Local Discretionary Approvals
N/A
du/ac
du/ac
Proposed development meets all zoning requirements and needs no local permits other than building
permits.
F-1 Proposed development needs local discretionary approvals noted below.
Needed
Received
El
F�
Design/Architectural review
0
F1
Variance for
El
F�
Rezone from
El
Tentative Subdivision/Parcel Map No..
El
0
Grading/Land Development Permit No.
F-1
E-1
Planned Residential/Commercial Development Approval
El
EJ
Site Plan.Review
EJ
El
Condominium Conversion Permit
F1
El
Conditional, Special, or Major Use, Permit No.
0
Other
CEQA Status
M Categorically Exempt Class 1 (Section 15301) Item Existing Facilities
F1 Negative Declaration Granted (Date)
Environmental Impact Report Required, Final Report Certified (Date)
F� Other
Prepared for City of Newport Beach
Date 4112
by
Title Harbor Resources Manager
12
YFSUK Mr T BEACH
ILDING I FIRE PERMIT APPLIGW NFWpOR
WORKSHMET FORB I U CIV OF
ORT BEACH
CIty OF NEWP ENT
BUILDING DEP I ARTM F . LOOR ITE NO -
PLEASE PRINT OR TYPE
1. PROJECT ADDRESS (NOT MAILING ADDRESS) No. UNITS
/ , Air,
1170 47
LEGAL DESC WTION TRACT
BLOCK
USE
LOT
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2. DESCPPTION OF WORK
I
4 # OF STORIES --------- —
41 600
VALU AT I ON $
SQ FT
ALTER 0 DEMO 0 (NEWIADDEDIEXTG)
ADD 0
NEW 11
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fIR T
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eci A ST
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4. ARC'HITECT/DESIGNER'S NAME E -M I AIL ADDRESS
ARC�IITECTIDES GNER
ARCHITECT/DESIGNER'S ADDRESS
PHONE NO
ZIP
STATE
CITY FIRST STATE LIC. NO.
ST 45 1 1 �f. (
ENG NEER'S NAME of #m I
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No. class
1 6. CONTRACTOR!S NAME DRESS
CONTRACTOR'S E-MAIL AID
'S ADDRESS
CONTRACTO PHONE NO.
ZIP
STATEnw�
ITY
PERMIT NO.
E ONLY "A
OFFICE US PLAN CHECK NO.
ONSTRUCTION PLAN CHECK FEE $
TYPE OF C IECK ENG.
PLAN Ci -
OCCUPANCY GROUP
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Prepared For
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
Prepared By
CASH & ASSOCIATES
ENGINEERING AND ARCHITECTURE
CE A 5772 Bolsa Avenue, Suite 100
Huntington Beach, CA 92649-1134
Office: (714) 895-2072
CASH & ASSOCIATES
Engineering and Architecture
September 25, 2006
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
Attention: Ms. Mary Kuhn
California Recreation Company
General Manager
Mr. Greg Sinks
Director, Operations
Subject: SEAWALL REPAIR
(C&A Project No. 6200.03)
Elliott H. Boone
Randy H. Mason
Wilfrido B. Simbol
Kerry M. Simpson
Enclosed are the repair documents for concrete seawall panels and caps located at the following
marinas: Bayshore, Villa Cove, and Bayside (1137 and 1353 Bayside Drive, and the Balboa
Yacht Club). The -repair package was developed based on the findings of a condition survey
performed by Cash & Associates in November 2004. Copies of the Condition Survey Report are
available upon request.
The repair documents include site plans of each marina with the extent of survey noted, along
with a corresponding table of defects. Repair details and technical specifications are provided
for each type of defect observed during the condition survey. -
Detailed photographs of all panels and caps surveyed in November 2004 have been organized by
site into Adobe PDF documents. These photographs provide additional information about the
defects noted in the condition survey data, and are useful for identifying specific panels on site.
A CD containing these document files have been provided as part of the repair package, for your
use.
5772 Balsa Avenue, Suite 100 m Huntington Beach, CA 92649 USA m TEL:71 4.895.2072 x FAX 714.895.1291
Web Site: www.cashossociates.com m A California Corporation
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CLIENT (�Q
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SHEET
OF
CALCULATIONS FOR- LAj a-
MADE BY.' ws S,
D It
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CASH &ASSOCIATES
CHECKED BY__�
DATE
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c
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CASH &ASSOCIATES
CHECKED BY
DATE
Ix I-
0 'A' c-
44
(:L5-0
#4
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CASH & ASSOCIATES
CHECKED 13Y DATE
9 4 -to M�� to' 0 c
_tt
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10
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-------------
CLI ENT T JOB NO
1 &4'
PROJECT Ice S.HEET-j
OF
CALCU LATIONS FOR MADE BY- DATE
CHECKED BY DATE
CASH ASSOCIATES
ro +00 y m 2-V), D
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1+0 a
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ti
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CASH & ASSOCIATES
CHECKED B Y
DATE
0" uj C,( c� 0 ke
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CASH & ASSOCIATES
CHECKED BY--:-' DATE
eo e
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d
f -7,00 +2-03
�4
:�p '33
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7-
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JOB NO.
&
PROJECT'
SHEET OF
CALCULATIONS FOR
MADE BY . . . DATE
CASH &ASSOCIATES
CHECKED BY DATE
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cc P- Ck
5ecf_,�_ ((erg- te c (r-
c_
2
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CLIENT 7_�-Q co V\- LA_ Ou-c- 108 NO. q-7
PROJECT sa".'r�_O'e VYukv'*IK_c" we4l SHEET -OF
y
0
CALCULATIONS F R L MADE BY DATE9_
CASH &ASSOCIATES CHECKED BY— DATE—
v
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CLIENT V L 0 Lco pa -c ILJOB I NO.
PROJECT SkO V -C, V)qa�(WVk LQO-A#t (!6 %tdOSHEET -OF
CALCULATIONS FOR_(B & Lk4 14 t' 1-N r-(-OtCt MADE BY DATEI&
CASH &ASSOCIATES
CHECKED BY- DATE -
-e rA te 2- 1:11
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-t 4p�tc4tw SHEET- OF
PROJECT- 80--s ��AAVI? VIAA V I A& CA Lie -s
t '4— � -(0 <f MADE BY L4�J43S DATE-!--?�-
CALCULATIONS FOR
CASH &ASSOCIATES
CHECKED BY DATE -
Ll
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Ct(7 Wd�
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V19 a
2--3, + t 7--(R
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12-01
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cn
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CLIENT—TIN4 -TVV t Lke 60 Pa, c� JOB NO. 14 -7 2- 0
-Tt --e w(2ji oee
PROJECT- SHEET t L I Lt, I OF
CA 7- -(-0 V, vv� Q f:L( 0 40' Z DATE
CALCULATIONS FOR MADE BY
CHECKED BY— DATE—
CASH & ASSOCIATES
7\/-O-V�-s 0
(D Lv
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3.33 X2-)
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CLIENT t (��o 6!VK^l 0-0 ' JOB NO.—,+
MaV",,.to LQ(jj-t Qei I,,,
PROJECT—%9 (M SHEET 1 OF
'R
CALCULATIONS FO ADE BY SIS DATEkff
CHECKED BY— DATE—
CASH &ASSOCIATES
I Leo
3 U-0
+%—
P� P- 0 oL ck
V-0
F7
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A -dA -,-t j t 9-
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t ct, T- + 5-
3691
3
cn
C:
cu
cu
cu
cu
cu
Co
cn
cu
CASH &
ASSOCIATES
Angle of Impact --
10 degreco
Ferpenci Approach velocity
JOB NO. A 4720
CLIENT
Connolly flacific (Cal Rec)
5HEET J,: I t (
PROJECT
l3ayehore Marina Rebuild
BY W55
SU13JECT
53'x 3' cantilever finocro
DATE Aug -98
0.80
Load Duration factor
1.60
IatIo,qd2.xIo
POCK5TRE55 PUE TO 13ERTHING LOAD
INPUT
Dock cantilever length 27.00 ft
Veooel dioplacerrient =
13,068 lbo
Angle of Impact --
10 degreco
Ferpenci Approach velocity
1.00 fpo
Modulue of Elaoticity
1,&00 k0i
Mormerit of Inertia
15,244 inA 4
5ection Mocluluo
&47 inA3
Fb (allowable)=
1,100 r0i
Wet uoc factor
0.80
Load Duration factor
1.60
CALCULATED
KE
0.203 kip -ft
P1
0.4132 in
k =
2.42 kip / in
P2
1.00305 in
F, =
2.43 kipo
m =
65.55 kip -ft
fb (,actual)=
929 poi V/
Fb (allow)=
1,408 p5i
jF� > f L�O K j
KE =WXVA 2/2xo
k = unit load / clef lection induced by unit load
D1 iO the d6f l6ction due to a unit load of 1 kip
02 actual def lection cauoe by boat
g:\engr\water\latload2\berth,cant.xls
mele of
mp,qct
CASH & ASSOCIATES
J013 NO.
4720.00
CLIENT Connolly Pacific (Cal Rec)
5HEET
T. � , I k —A, -
PROJECT 13ayohorc Marina Rebuild
BY
W55
50JECT 33'x 3'caritilever firlecro
PATE
Aue-98
latlood2Ao
POCK 5TKE,55 DUE TO WIND LOAP
INFLIT
Pock cantilever lemgth 27.00 ft
F-1
Veoocl Froj. Area 1 to- 3. 0 Oq ft
p
Wimd Preoeure = 15.0 rof
P2
Moduluo of Elaoticity 1,800 koi
5.00tion Moduluo 15 ro a inA3
Pi
FtIc (allowaHe)= 1,100 p5i
Wet uoe factor O.bO
F-1
Load Duration factor 1.60
cantilever length
fAnd
CALCULATED
F1 = 244E5 Do
P2= 611 lbo
M 49.5 kip -ft
ft,c (actual) 6,56 poi
Ft,c (allow)= 1,100 p5i
(LLD
g:\engr\vvater\IatIoad2\vvind, cant.xis
74 JOB NO. -7
CLIENT -1-- k C!5 Ca
PROJECT—S t, T"-�q kf_64(/4SHEET -OF
CALCULATIONS FOR LUL "e -f r3-a-_s:!_s MADE BY DATE -MV
111— 4-"l c 4 if - (c. I
CASH & ASSOCIATES
L
4le F -CHECKED BY DATE—
-3 --3 '4-
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PROJECT 't, �-L vA LQ4tirl SHEET Ll
OF
oL
CALCULATIONS FOR <vi,- MADEBY DATE�
&4j L+,t-, K10 e"
CASH & ASSOCIATES 0- ti -AA-* tLteveve HECKED BY DATE-
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CLIENT-71�'-a 0%-P KCV %0A K AA- r- Co* JOB NO —4
PROJECT -IR rk or e P,41,47,IC( SHEET 21 It -T OF
CALCULATIONS FOR -VJC'L(Lf�-5 --ftv MADE BY UJ -T-7 DATE
(e. ve F- t- KA CHECKED BY- DATE -
H ASSOCIATES
I L- L 4::2-CCO LA-,+ L -v o L -t a:(.y c o
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CASH & ASSOCIATES
JO[3 NO. 4720.00
CLIENT The Irvine Company 5HEET 2 */ �
FROJECT Shore Line Maritia DY W Y
SU13JECT 3x33 float PATE 11 -Mar -93
latloa,�2.xlo
DOCK 5TKE55 PUE TO WAVE LOAP5
INFUT
56.25 im^2
Dead load
:�4 �.plf,,
Live loq6i =
60.00 rif
Wave lemoth
25.00 ft
Glulam wicith
3.125 im
Glulam depth
9.00 im
Mo6iuluo of Elaoticity
1,800 k5i
Fv (tabular)=
165 poi
Fb (tabular)= -JZq6rpri
Wet uoe factor
0.80
Load Dur,-�itiom factor
Co 7'
g:\engr\water\latload2\waveload.xls
CALCULATEP
DOCK 5Y5TEM
Shear area =
56.25 im^2
Section MoAuluo
34 iri^5
Moment of Inertia
380 im^4
Fv (allowable) =
176 poi
Fb (allowable) =
1,702 p9i
Shear =
1,513 lbo
Moment
8,203 ft-lbe
fV =
55.0 psi OK
1, =
=11�07 p.6i K
o
V, C�'
P
0
,�' k-,� ve-
CASH & ASSOCIATES
JOE3 NO. 4720.00
CLIENT The Irvine Company 5HEET IL, 1 .-7
FKOJECT 5hore Line Marina f5y W Y
5UI3JECT 3x33 float PATE 11 -Mar -93
IqtIoaJ2.xIo
POCK 5TKE55 DUE TO WAVE LOAP5
INFUT CALCULATEP
Dead load POCK SYSTEM
Live load = plf 5hear area = 56.25 iri^2
Wave lerigth 25.00 ft 5ectiorl Modulue 84 in^3
Glulam width 3.125 in Moment of Inertia 380 im-4
Glulim depth 9.00 irl Fv (allowable) = 176 poi
Moculuo of Elaoticity 1,800 k9i Fb (allowable) = 1,702 poi
Fv (tabular)= 165 p5i 5hear 563 Ilbo
Fb (taDular)= 2— t+ Ll 4,000 -poi Moment 5,516 ft-lbe
Wet uoe factor 0.80
Load Duration factor
fV = OK 51T
15-0 Fr1i
a
f17 = 500 Fr1i OK
a
g:\engr\water\latioad2\waveload.xis
CASH & ASSOCIATES
J05 NO. 4720.00
CLIENT The Irvine Company
5HEET -1, tZ
PROJECT 7hore Line Marina
DY WY
5UI3JECT finger Amalyoio
DATE Jul -96
CONNECTOK PE51GN
MOMENT DUE TO WINE)
26.80 klp"--f t <---60VEKN-'3
FINGER WIDTH
3.00 ft;
rNEE WIDTH (OUT TO OUT)
11.00 ft
CONNECTOR PLATE THICKNE55
0.25 in
CONNECTOR PLATE WIDTH
6.00 in
13OLT DIAMETER
0.625 in
WA5HER AREA
2.40 im^2
TOTAL NUMbER OF 5OLT5
2
MAX GLE5 TEN51ON / COMFRE5510N
2.44 Idpo
5HEAK CONNECTION AT FINGEK WALEK KNEE INTEK5ECTION
TOTAL5HEAR
1.22 kipe
5HEAR / 13OLT
O.ral kiro
13OLT 5HEAR CAPACITY
1.50 kipo OK
CONNECTION AT FINGEK WALEK MAINWALK INTEK5ECTION
5HEAR / 5OLT
0.61 kipo
15OLT 5HEAR CAPACITY
1.50 kipo OK
TEN51ON / 13OLT
0.61 kiro
13OLT TEN51LE CAPACITY
2.00 kipo OK
g:\engr\water\dockfrmg\connection.xis
cn
EO
06
CN
00
C/)
06
cn
cu
CN
CLIENT— pa- c �- 0 JOB NO. —4 —7 i -a
PRO) ECT, G eL., Mtk V'L,UAA U%o —0-S 44SHEET OF
CALCULATIONS FOR CO $k Ke- MADE BY DATj---W
,7 � (--/ ,, , � �4 /, o' I— clk
CASH ASSOCIAI ES
CHECKED BY— DATE—
62-
t
7'2
C-�-
< +-o o v, -j
p
v c. V, -e yo W*t,- (a 1�
L 4-
1 00
ID ec,�
12-0
ro
Vi
10 170
CASH & ASSOCIATES
J013 NO. A4720
CLIENT Connolly Pacific (Cal ROO) SHEET 01 t*Z t ?�
PROJECT Day5horc Marina Rebuild 13Y W55
51-113JECT b2.E5'x5 6'fingem DATE Aug -9b
latloacIZA5
POCK5TKE!55 PUE TO WINP LOAP
INPUT
DockSpam btwm pilee
Veeeel Lem,3th
Averaqc Veeod Hei0ht;
Wincl Pre5ourc
MoJulue of Elaoticity
Section Moduluo
Ft (allowable)
Wet u9c factor
Load Duration factor
40.00 ft
&2.50 ft
12.3b ft
15.0 p5f
1,500 kei
1,b(54 im^3
1,100 p5i
OW
1.057
CALCULATED
Ve-,ed Area 1021 oqft;
15314 lbr,
M 153.1 kip -ft
ft,c (actual) 9be r5i VZ
Ft (allow) 1,470 p5i
g:\engr\wateNatIoad2Whd, s.s.xls
CASH & ASSOCIATES
CLIENT Connolly Pacific (Cal Rcc)
PROJECT 5ayohorc Marina Rebuild
50JECT 82.5'xc, rb'fineere
J013 NO. A4720
5HEET q
5y WOO
DATE Aue-9b
veoocl dioplacemerit 81,675 Do
Iat;loaa2.xlo
POCK!5TKE!55 PUE TO 13EKTHING LOAD
DI
INPUT
k=
dock Cpqrl
Dock epan btwn pilee or 40.00 ft
D2
Veoocl Length 83.00 ft;
Vcoecl Type R
M
(C=commercial R=rccrcational)
ft,G (actual)
Angle of impact = 15 acorceo
Approach velocity 1.00 fpo
1,470 poi
Moduluo of Elaoticity 1,800 k9i
Moment of Inertia 67,111 in^4
I
5cction Modulue 1,8(0-4 iri^3
Ij
Ft (tabular)= 1,100 r0i
Wet u9c factor = 0.80
Load Duration factor 1.67
CALCULATED
veoocl dioplacemerit 81,675 Do
KE
1.268 kip -ft
DI
0.0191 in
k=
52.43 kip I in
D2
0.53877 in
2L3.25 kipc,
M
282.4b kip -ft
ft,G (actual)
1,b19 poi
Ft (allow)=
1,470 poi
KE=Wxv^2 /2xo
k = unit load I deflection induced by unit load
D1 io the deflection due to a unit load of 1 kip
P2 actual deflection cauoc by boat
g:\engr\water\latload2\berth,s.s.
4-1
-4 e
wo, CP j,�A- 1? V, 4-
VJ-) v-,
-7 1, 0
CLIENT. (fC:) JOB NO.
&- I
i _7 PROJECT. 64:23-51"'ov-e- (0 Lf- SHEET -0-2-,-t OF
CALCULATIONS FOR
c7-1.0 0 MADE BY LOSS DATEMF
?
31 �o
CASH ASSOCIATES CHECKED BY- DATE -
L Ll— �Le
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CLIENT JOB NO.
PROJECT- e"Tku--c YAa�loa U)e-,,q kf(611�(4 SHEET 02 31 OF
CALCULATIONSFOR WC-Cet 5110 MADE BY "SS' DATET-If
CASH &ASSOCIATES CHECKED BY- DATE -
(4 LQ
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0
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CLIENT. k�,,z CA
JOB NO.
PROJECT- *4 -"JL k'i 11-11
WOM I Qf�ktl'�SHEET OF
CALCULATIONS FOR LAJ CL Fig I Cel
MADE BY DATEgfl�
CASH ASSOCIATES
CHECKED BY- DATE -
rt
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CLIENT
JOB NO.
PROJECT 2'L -1714J, -f 1/ylCLV44',.CX.
V!ieLU�USHEET 2.,S,S OF
r
CALCULATIONS FOR
MADE BY WSJ4 DATE
CASH &ASSOCIATES
CHECKED BY- DATE -
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4� J7
5 -7
-----------
et s— /0 Z3
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CLIENT. 7 JOB NO.
PROJECT ax
MA v', A SHEET j*4 OF
CALCULATIONSFOR SalICLO" MADE BY LO -91 DATEZ-:!T
CHECKED BY DATE -
CASH & ASSOCIATES
4v
11p&
j- +0
I'-- I -
100 (o 7 x 0 --7 S- 1'') '-t3
Ica 0c) X 2.L:, 2c -Y 2-
77 -23
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(Coy\ A- c, Cgr
JOB NO. '7 2-C)
I [A I
PROJECT
JOV le CL�41%-O� L& V1 j� � IWSHEET
S:±, OF
I
CALCULATIONS FOR
u
'ce t
MADE BY UJSS� DATE$ -:k
CASH ASSOCIATES
CHECKED BY- DATE -
e L
j,-9, W- t-t-DWI--
Cons,,,10;�G
i =0
August 20, 1998
Mr. Dave Lester
Topper Industries Inc.
PO Box 2439
Battle Ground, WA 98604
RE: USDI - Bureau of Land Management
30'-0" Long Foot Bridge
Dear Dave:
Attached please find calculation sheets 1 through :19, dated August 18, 1998, which verify the structural
adequacy of the USDI Bureau of Land Management 30'-0" Long Foot Bddgp_A5 shown on drawing 3960-1,
sheets 1 through 3. Design was based on the requirements of the 1994,Uh6rm Buildin g Cbde,
If you have any questions or require further information, please
call.
Sincerely,
Tracy Dudgeon
Attachments PR
qoiH 13-1
rrEsysl NP.
OREGON
0 �C
17
Z�; -Z� ZO)
G.
C 30�61 So
6 C) -
'A
C
OF C
[TD/bd\98686.c-a1.doc]
2 5 V i�
S A v Sol, e
Seattle Portland San Francisco Los Angeles Phoenix San Diego
KPFF Consulting Engineers
Sheet No.:
Portland, Oregon
Page -1 -
Project: USDI-BLM
Engineer: TJD
Project No.: 98686
File: a: 98686a.MCD
Date-. 08-18-98
Client: Topper
Rev-:
Subject: Gangway Design
Given:
Span: 1:=30 -ft Width: w:=4.0 -ft Rail Height: �:=3.51,
Live Load: A�L,:=60-psf Dead Load: wdl:=25-psf
14.5-ksi F 14.5-ksi
Alloy 6061-T6 F t C
Weld filler material: 5356 F V 6.5 -ksi
Calculate maximum moment in truss:
W 2
.1
(W U + w dl)
2 4
M:=- M 1.912- 10 lb -ft
8
M 3
Top & Bottom Chord Forces: F:= F 5.464- 10 -lb
-
h
F 0.377 OM 2 Use TS 3.25 x 3-25 x 0.072
A req A req
F t
b:=3.25 -in t:=0.072 -in A:=0.915 -in 2 S:=0.9477 -ii 3 I:= 1.54-1' r:= 1.279 -in
(w 11 + w dl) _W -I 3
Truss Reaction: R R 2.55-10 -Ib
4
Compression in first interior diagonal: C := 1.414-R C 3.606-10 3
.1b
C 2
Areq.- Areq=0.2491M' < A Therefore0K
F
Weld Area Req: A req C 2
A
FV req = 0.555 -m
Weld Area Provided: Aw:=b-t-2-1.414 A W = 0.662 -in 2
Therefore, OK
KPFF Consulting Engineers Sheet No.:
Portland, Oregon
Page -2-
Project: USDI-BLM Engineer: TJD
Project No.: 98686 File: a: 98686a.MCD
Client- Topper Date: 08-18-98
Rev.:
Subject: Gangway Design
Brace top chord of truss with (3) verticals to resist 2% of axial compression:
F h -h
F h:=0.02 -F F h = 109.286 -lb M h :=— Mh= 127.5 -Ib ft
3
fb :=Mh f b = 1.614- 10 3 -psi Therefore OK
S
Check verticals for horizontal load on top rail:
F h := 50-plf M h:= F h -h -4 -ft M h 700 -lb-ft
fb :=Mh f b 8.864- 10 3 -psi Therefore OK
S
Check horizontal cross members for concentrated load: P:=400 -lb
P -W :=M F 3 -psi Therefore OK
M:= M 400 -lb-ft F b — b 5.065-10
4 S
Check horizontal Qross members for distributed load:
M := (W 11 + w dl) -4-ft-W 2 M 680 -lb -ft Fb M F b 8.61-10 3 -psi
Therefore OK
F vh (w 11 + w dl) .4 -ft -w F vh 680-1b
2
F vh
A wrqd,-- A 0. 105 oin
F V %,vTqd
AWProv:=b-t-1.4'14-4 A -,xprov 1.324 -in 2 Therefore OK
KPFF Consulting Engineers Sheet No.:
Portland, Oregon
Page -3-
Project: USDI-BLM Engineer: TJD
Project No.: 98686 File: a:98686a.MCD
Client: Topper Date: 08-18-98
Subject: Gangway Design Rev.:
Calculate approximate deflection based on top and bottom chord section properties ari-d fotal
uniform loading:
Itot:=2- I+A- �h– b �2] 1 690.045 in 4 E 10000000 -psi
2 tot
5. W - w1l+wd&14
A max 2 A max 0.449 -in x:= 1 .12- in x 801.795
384-E-1 tot max ft
Deflection U802 Therefore OK
Wind Load: Assuming 80 mph exposure 8
C e:=0.62 C q:= 1.4 (minor structures) q s 16.4-psf I:= 1.0
P :=C e*c q*q s -I P 14.235 -psf
Area of gangway for wind:
A W:= 3.25 -in-(2-35-ft+ 8.60 -in + 9 -39-in) - 1. 1 A W 41 -485 -ft
AW*P -plf
WW W W 19.685
Calculate maximum moment in truss:
1 2
M W, M 2.215- 10 3 lb -ft
8
Top & Bottom Chord Forces:
F:= M F 363.04 -Ib
6.1 -ft
F 2
A — A 0.025 %n
req F req
KPFF Consuffing Engineers
Portland, Oregon
Project: USDI-BLM
Project No.: 98686
Client: Topper
Subject: Gangway Design
I
Sheet No.: If
Page -4-
Engineer: TJD
File: a:98686a.MCD
Date: 08-18-98
Rev.:
Calculate Wind Uplift Forces:
W UP :=0.5 -w -P W up = 28.47 -lb -ft
P UP :=W UP'l
P res:=0.67-wdl-w-I
W , t2
m UP
UP 8
P up = 854.112 -lb
3
P res = 2.01-10 . lb Therefore OK
m up = 3.203-10 lb -ft
Less Than M from gravity load
therefore OK
RISA -2D (R) Version 4.01
Job 98686
KPFF Consulting Engineers
111 S.W. 5th Street, Suite 2500 Page: 1
Portland, OR 97204-3628 Date: 8/18/98
File: 98686a
USDI-BLM
Gangway
Units ............................. US Standard
Steel Code ........................ AISC 9th Edition ASD
Allowable Stress Increase Factor.. 1.333
Include Shear Deformation ......... Yes
No. of Sections for Member Calcs.. 5
DoRedesign ....................... Yes
P -Delta Analysis Tolerance ........ 0.50%
�===< Joint Coordinates >=========
Joint
x
Y
Joint
No
Coordinate
Coordinate
Temperature
------------------ ft ------------ ft ------------ *F -------------------
1
0.000
0.000
0.00
2
4.000
0.000
0.00
3
8.000
0.000
0.00
4
12.000
0.000
0.00
5
16.000
0.000
0.00
6�
20.000
0.000
0.00
7
24.000
0.000
0.00
8-
28.000
0.000
0.00
9
30.000
0.000
0.00
10
0.000
4.770
0.00
11
4.000
4.770
0.00
12
8.000
4.770
0.00
13
12.000
4.770
0.00
14
16.000
4.770
0.00
15
20.000
4.770
0.00
16
24.000
4.770
0.00
17
28.000
4.770
0.00
18
30.000
4.770
0.00
< Boundary Conditions >
Joint ------ Translation ------
No x Y Rotation
------------ K/in -------- K/in ------ K-ft/rad ----------------------------------
1 Reaction Reaction
2
3
4
5
6
7
8
9 Reaction Reaction
10 Reacti on Reaction
11
12
13
RISA -2D (R) Version 4.01
KPFF Consulting Engineers Job : 98686
111 S.W. 5th Street, Suite 2500 Page: 2
Portland, OR 97204-3628 Date: 8/18/98
File: 98686a
USDI-BLM
Gangway
Boundary Conditions
Joint ------ Translation ------
No x Y Rotation
------------ K/in -------- K/in ------ K-ft/rad ----------------------------------
14
15
16
17
18 Reaction Reaction
===< Materials (General) >=
Material
Young's
Shear Poisson's Thermal Weight
Yield
Label
Modulus
Modulus Ratio Coef. Density
Stress
- -------------
Ksi-, ----------
Ksi ---------------- 10-5*F ---- K/ft3 ------- Ksi----
ALUM
1000000 0.00
3846153.75 0.3000 0.65000 0.490
36.00
Sections
Section
Database
Material As As I
Label
Shape
Label Area 0,2 1,3 1,3
0,2
------------------------------
in^2 ---------------- in,,,4 ---------- in -4 --------
SEC
ALUM 9.15e-1 1.2 1.2 1.54
1-.54
Members
Memb
Joints Rotate
Section Releases Offsets Inactive?
No.
I
i go*
Set I:AVM J:AVM I -End J -End Label
I Length
--------------------------------------------
in ------- in --------------- ft ----
1
1
2
SEC
4.00
2
2
3
SEC
4.00
3
3
4
SEC
4.00
4
4
5
SEC
4.0(
5
5
6
SEC
4.0(
6
6
7
SEC
4.0(
7
7
8
SEC
4.0(
8
8
9
SEC
2.0(
9
10
11 'SEC
4.0(
10
11
12
SEC
4.0(
11
12
13
SEC
4.0(
12
13
14
SEC
4.0(
13
14
15
SEC
4.00
14
15
16
SEC
4.0(
15.
16
17
SEC
4.0(
16
17
18
SEC
2.0(
17
1
10
SEC
4.7-,
18
2
11
SEC
4.7-.
19
3
12
SEC
4.7,
20
4
13
SEC
4.7-
21
5
14
SEC
4.7,
22
6
15
SEC
4.7-,
23
7
16
SEC
4.7-,
24
8
17
SEC
4.7-,
RISA -2D (R) Version 4.01
KPFF Consulting Engineers Job : 98686
111 S.W. 5th Street, Suite 2500 Page: 3
Portland, OR 97204-3628 Date: 8/18/98
File: 98686a
USDI-BLM
Gangway
Members
Memb Joints Rotate Section Releases Offsets —Inactive?
No. I i go* Set I:AVM J:AVM I -End J -End Label Length
-------------------------------------------- in ------- in --------------- ft ----
25 9 18 SEC 4.77
Basic Load Case Data
BLC Basic Load Case Load Type Totals
No. Description Nodal Point Dist.
----------------------------------------------------------------------------
1 wind 8
--------- ===========< Member Distributed Loads, BLC 1
Joints Load Pattern Pattern
Member Label Multiplier
----------------------------------------------------------------------------
9 10 11 UNIFORM 0.0200
10 11 12 UNIFORM 0.0200
11 12 13 UNIFORM 0.0200
12 13 14 UNIFORM 0.0200
13 14 15 UNIFORM 0.0200
14 15 16- UNIFORM 0.0200
15 16 17 UNIFORM 0.0200
16 17 18 UNIFORM 0.0200
Load Patterns
Pattern Magnitudes Locations
Label Dir Start End Start End
------------------- �-K/ft,F ---------- K/ft,F ----------- ft or % ------- ft or
UNIFORM Y -1.000 -1.000 0.000 0.000
Load Combinations
RWPE
No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv
----------------------------------------------------------------------------
1 wind 1 1
Reactions, LC 1 : wind
Joint ---------- Forces ----------- Moment
No x Y Mz
— ------------- K -------------- K ------------- K -ft --------------- --------------
1 0.28 0.13 0.00
9 -0.33 0.15 0.00
10 -0.28 0.16 0.00
18 01.33 0.16 0.00
Totals: 0.00 0.60
Center of Gravity Coords (X,Y,Z) (ft)�-: 15.000, 4.770, 0.000
RISA -2D (R)
Version 4.01
KPFF Consulting
Engineers
Job :
98686
111 S.W.
5th Street, Suite
2500
Page:
4
Portland,
OR
97204-3628
Date:
8/18/9i
File:
98686a
USDI-BLM
Gangway
Member
Section
Forces, LC 1
wind
Member
Joints Section
I -
i
Axial
Shear
Moment
----------------------------
K --------------
K ------------- K -ft ---------------
1
1-
2 1
0.16
0.13
0.28
2
0.16
0.13
0.15
3
0.16
0.13
0.02
4
0.16
0.13
-0.11
----------------------------------------------------------------------------
5
0.16
0.13
-0.23
2
2-
3 1
0.00
0.09
0.15
2
0.00
0.09
0.06
3
0.00
0.09
-0.03
4
0.00
0.09
-0.11
----------------------------------------------------------------------------
5
0.00
0.09
-0.20
3
3-
4 1
-0.10
0.05
0.06
2
-0.10
0.05
0.01
3
-0.10
0.05
-0.03
4
-0.10
0.05
-0.08
------ - -----------------------------------------------------
5
-0.10
0.05
-0.12
4
4-
5 1
-70.15
0.01
-0.02
2
-0.15
0.01
-0.03
3
-0.15
0.01
-0.03
4
-0.15
0.01
-Q.04
------------------
5
----------------------------------------------------------
-0.15
0.01
-0. 04
5
5-
6. 1
-0.12
-0.03
-0.10
2
-0.12
-0.03
-0.07
3
-0.12
-0.03
-0-.03
4
-0.12
-0.03
0.00
----------------------------------------------------------------------------
5
-0.12
-0.03
0.04
6
6-
7 1
-0.03
-0.07
-0.18
2
-0.03
-0.07
-0.10
3
-0.03
-0.07
-0.03
4
-0.03
-0.07
0.05
-----------------------------------------------------------------------------
5
-0-03
-0.07
0.12
7
7-
8 1
0.11
-0.12
-0.23
2
0.11
-0.12
-0.11
3
0.11
-0.12
0.00
4
0.11
-0.12
0.12
----------------------------------------------------------------------------
5
0.11
-0.12
0.23
8
8-
9 1
0.25
-0.15
-0.10
2
0.25
-0.15
-0.02
3
0.25
-0.15
0.05
4
0.25
-0.15
0.13
RISA -2D (R) Version
4.01
KPFF Consulting
Engineers
Job : 98686
111 S.W.
5th Street,
Suite
2500
Page: 5
Portland,
OR
97204-3628
Date: 8/18/98
File: 98686a
USDI-BLM
Gangway
--------
Member
Section Forces,
LC 1
wind
�=======<
Member
Joints
Section
I
I
Axial
Shear
Moment
----------------------------
K -------------- K ------------- K -ft ---------------
5
0.25
-0.15
0.20
----------------------------------------------------------------------------
9
10-
11 1
-0.16
0.16
0.29
2
-0.16
0.14
0.14
3
-0.16
0.12
0.00
4
-0.16
0.10
-0.11
----------------------------------------------------------------------------
5
-0.16
0.08
-0.20
10
11-
12 1
0.00
0.13
0.18
2
0.00
0.11
0.06
3
0.00
0.09
-0.04
4
0.00
0.07
-0.11
----------------------------------------------------------------------------
5
0.00
0.05
-0.17
11
12-
13 1
0.10
0.09
0.09
2
0.10
0.07
0.01
3
0.10
0.05
-0.05
4
0.10
0.03
-Q.08
- ----------------------------------------------------------------------------
5
0.10
0.01
-0.10
12
13-
14 1
0.15
0.05
0.01
2
0.15
0.03
-Q.03
3
0.15
0.01
-Cr. 05
4
0.15
-0.01
-0.04
----------------------------------------------------------------------------
5
0.15
-0.03
-0.02
13
14-
15 1
0.12
0.01
-0-.07
2
0.12
-0.01
0. 07
3
0.12
-0.03
-0.05
4
0.12
-0.05
0.00
----------------------------------------------------------------------------
5
0.12
-0.07
0.06
14
15-
16 1
0.03
-0.03
-0.15
2
0.03
-0.05
-0.10
3
0.03
-0.07
-0.04
4
0.03
-0.09
0.04
----------------------------------------------------------------------------
5
0.03
-0.11
0.15
15
16-
17 1
-0.11
-0.07
-0.20
2
-0.11
-0.09
-0.11
3
-0.11
-0.11
-0.01
4
-0.11
-0.13
0.11
--- ----------------------------------------------------------------------------
5
-0.11
-0.15
0.26
16
17-
18 1
-0.25
-0.12
-0.08
2
-0.25
-0.13
-0.02
RISA -2D (R) Version
4.01
KPFF Consulting
Engineers
Job
98686
111 S.W.
5th Street,
Suite
2500
Page:
6,
Portland,
OR
97204-3628
Date:
8/18/98
File:
98686a
USDI-BLM
Gangway
Member
Section Forces,
LC 1
wind
--------
Member
Joints
Section
I
Axial
Shear
Moment
----------------------------
K --------------
K ------------- K -ft ---------------
3
-0.25
-0.14
0.05
4
-0.25
-0.15
0.12
5
-0.25
-0.16
-----------------------
0.20
----------------------------------------------------
17
1-
10 1
0.00
-0.12
-0.28
2
0.00
-0.12
-0.14
3
0.00
-0.12
0.00
4
0.00
-0.12
0.15
5
0.00
-0.12
- - - - - - -
0.29
- - - - - - - - - - - - - - - - -
7 - - -
18
- - - - - -
2-
- - - - - - - - - - -
11 1
- - - - - - - - - - - - - - - -
0.04
- - - - - - - - -
-0.16
-
-0.38
2
0.04
-0.16
-0.19
3
0.04
-0.16
0.00
4
0.04
-0.16
0.19
5
0.04
-0.16
0.38
----------------------------------------------------------------------------
19
3-
12 1
0.04
-0.11
-0.26
-
2
0.04
-0.11
-0-13
3
0.04
-0.11
0.00
4
0.04
-0.11
0.13
5
0.04
-0.11
0.26
--------------
--------------------------------------------------------------
20
4-
13 1
0.04
-0.04
17
-0.10
2
0.04
-0.04
-0.05
3
0.04
-0.04
0.00
4
0.04
-0.04
0.05
5
0.04
-0.04
G.10
----------------------------------------------------------------------------
21
5-
14 1
0.04
0.02
0.06
2
0.04
0.02
0.03
3
0.04
0.02
0.00
4
0.04
0.02
-0.03
5
0.04
0.02
-0.06
----------------------------------------------------------------------------
22
6-
15 1
0.04
0.09
0.21
2
0.04
0.09
0.11
3
0.04
0.09
0.00
4
0.04
0.09
-0.11
5
0.04
0.09
-0.21
----------------------------------------------------------------------------
23
7-
16 1
0.04
0.14
0.35
2
0.04
0.14
0.17
3
0.04
0.14
0.00
4
0.04
0.14
-0.17
----------------------------------------------------------------------------
5
0.04
0.14
-0.35
RISA -2D (R) Version 4.01
KPFF Consulting Engineers
Job : 98686
111 S.W.
5th Street, Suite
2500
Page: 7
Portland,
OR 97204-3628
Date: 8/18/98
File: 98686a
USDI-BLM
Gangway
Member
Section Forces, LC 1 wind
Member
Joints Section
I I
Axial
Shear
Moment
---------------------------- K -------------- K ------------- K -ft ---------------
24
8- 17 1
0.03
0.14
0.33
2
0.03
0.14
0.16
3
0.03
0.14
0.00
4
0.03
0.14
-0.17
----------------------------------------------------------------------------
5
0.03
0.14
-0.33
25
9- 18 1
0.00
0.08
0.20
2
0.00
0.08
0.10
3
0.00
0.08
0.00
4
0.00
0.08
-0.10
----------------------------------------------------------------------------
5
0.00
0.08
-0.20
Member Stresses,
LC 1 : wind
Member
Joints Section
Bending Bending
I - i I
Axial
Shear
Top Bottom
---------------------------
Ksi ----------- Ksi ----------- Ksi ---------- Ksi-----
1
1 2 1
0.18
0.17
- No Calc -
2
0.18
0.17
3
0.18
0.17
4
0.18
0.17
--------------------------------------------------------------
5
0.18
0.17
2
2 3 1
0.01
0.11
z --------------
- No Calc -
2
0.01
0.11
3
0.01
0.11
4
0.01
0.11
----------------------------------------------------------------------------
5
0.01
0.11
3
3 4 1
-0.11
0.06
- No Calc -
2
-0.11
0.06
3
-0.11
0.06
4
-0.11
0.06.
----------------------------------------------------------------------------
5
-0.11
0.06
4
4 5 1
-0.16
0.01
- No Calc -
2
-0.16
0.01�
3
-0.16
0.01
4
-0-16
0.01
----------------------------------------------------------------------------
5
-0.16
0.01
5
5 6 1
-0.13
-0.04'
- No Calc -
2
-0.13
-70.04
3
-0-13
-0.04
4
-0.13
-0.04
5
-0-13
-0.04
RISA -2D (R) Version 4.01
KPFF Consulting Engineers
111 S.W. 5th Street, Suite 2500
Portland, OR 97204-3628
USDI-BLM
Gangway
Job : 98686
Page: 8
Date: 8/18/98
File: 98686a
Member Stresses,
LC 1 : wind
>=====
Member
Joints
Section
Bendirr-�----'--
Bending
i
I
Axial
Shear
Top
Bottom
--------------------------- Ksi ----------- Ksi ----------- Ksi
----------------------------------------------------------------------------
---------- Ksi -----
6
6
7
1
-0.04
-0.10
- No
Calc -
2
-0.04
-0.10
3
-0.04
-0.10
4
-0.04
-0.10
----------------------------------------------------------------------------
5
-0.04
-0.10
7
7
8
1
0.12
-0.15
- No
Calc -
2
0.12
-0.15
3
0.12
-0.15
4
0.12
-0.15
----------------------------------------------------------------------------
5
0.12
-0.15
8
8
9
1
0.27
-0.19
- No
Calc -
2
0.27
-0.19
3
0.27
-0.19
4
0.27
-0.19
-----------------------------------------------------------------------------
5
0.27
-0.19
9
10
11
1
-0.18
0.21
- No
Calc -
2
-0.18
0.19
-j
-0.18
0.16
4
-0.18
0.14
----------------------------------------------------------------------------
5
-0.18
0.11
10
11
12*
1
-0.01
0.17
No
Calc -
2
-0.01
0.14
3
-0.01
0.11
4
-0.01
0.09
----------------------------------------------------------------------------
5
-0.01
0.06
11
12
13
1
0.11
0.11
- No
Calc -
2
0.11
0.09
3
0.11
0.06
4
0.11
0.03
----------------------------------------------------------------------------
5
0.11
0.01
12
13
14
1
0.16
0.06
- No
Calc -
2
.0.16
0.03
3
0.16
0.01
4
0.16
-0.02
----------------------------------------------------------------------------
5
0.16
-0.04
13
14
15
1
0.13
0.01
- No
Calc -
2
0.13
-0.02
3
0.13
-0.04
RISA -2D (R) Version 4.01
KPFF Consulting Engineers
111 S.W. 5th Street, Suite 2500
Portland, OR 97204-3628
USDI-BLM
Gangway
Job : 98686
Page: 9
Date: 8/18/98
File: 98686a
Member Stresses,
LC 1 : wind
Member
Joints
Section
Bendift-'- Bending
I -
i
I
Axial
Shear
Top Bottom
---------------------------
Ksi ----------- Ksi ----------- Ksi ----------- Ksi-----
4
0.13
-0.07
----------------------------------------------------------------------------
5
0.13
-0.10
14
15
16
1
0.04
-0.04
- No Calc -
2
0.04
-0.07
3
0.04
-0.10
4
0.04
-0.12
----------------------------------------------------------------------------
5
0.04
15
16
17
1
-0.12
-0.10
- No Calc -
2
-0.12
1-0.12
3
-0.12
-0.15
4
-0.12
-0.17
----------------------------------------------------------------------------
5
-0.12
-0.20
16
17
18
1
-0.27
-0.16
- No Calc -
2
-0.27
-0.17
-
3
-0.27
-0.18
4
-0.27
-0.20
----------------------------------------------------------------------------
5
-0.27
-0.21
17
1
10
1
0.00
-0.16
- No Calp-
2
0.00
-0.16
3
0.00
-0.16
4
0.00
-0.16
----------------------------------------------------------------------------
5
0.00
-0.16
18
2
11
1
0.05
-0.21
- No Cald-
2
0.05
-0.21
3
0.05
-0.21
4
0.05
-0.21
--------------------------------------------
5
0.05
-��O. 21
19
3
12
1
0.04
--------------------------------
- No Calc -
2
0.04
:-0.14
3
0.04
-0.14
4
0.04
-0.14
----------------------------------------------------------------------------
5
0.04
-0.14
20
4
13
1
0.04
-0.06
- No Calc -
2
0.04
-0.06
3
0.04
- 0.06
4
0.04
-0.06
----------------------------------------------------------------------------
5
0.04
-0.06
21
5
14
1
0.04
0.03
- No Calc-
RISA -2D (R) Version 4.01
KPFF Consulting Engineers
111 S.W. 5th Street, Suite 2500
Portland, OR 97204-3628
USDI-BLM
Gangway
Job : 98686
Page: 10
Date: 8/18/98
File: 98686a
Member Deflections, LC 1
Member Stresses,
LC 1 : wind
Member
Joints Section
I - i �
x
Bendift:� Bending
L/n
I - i I
Axial
Shear
Top Bottom
--------------------------- Ksi ----------- Ksi ----------- Ksi ----------- Ksi-----
NC
2
0.04
0.03
NC
3
3
0.04
0.03
4
0.000
4
0.04
0.03
0.000
----------------------------------------------------------------------------
5
0.04
0.03
0.000
22
6 15 1
0.04
0.12
- No Calc -
3
2
0.04
0.12
4
0.000
3
0.04
0.12
0.000
0.000
4
0.04
0.12
----------------------------------------------------------------------------
5
0.04
0.12
23
7 16 1
0.04
0.19
- No Calc -
2
0.04
0.19
3
0.04
0.19
4
0.04
0.19
----------------------------------------------------------------------------
5
0.04
0.19
24
8 17 1
0.04
0.18
- No Calc -
2
0.04
0.18
3
0.04
0.18
4
0.04
0.18
-------------------------------------------------------------
5
0.04
0.18
i
25
9 18 1
0.00
0.11
---------------
- No Calc -
2
0.00
0.11
3
0.00
0.11
4
0.00
0.11
----------------------------------------------------------------------------
5
0.00
0.11
Member Deflections, LC 1
wind
Member Joints Section
I - i �
x
y
L/n
---------------------------
in ---------- in -----------------------------------
1 1 2 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
5
----------------------------------------------------------------------------
0.000
0.000
NC
2 2 3 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
o.obo
NC
4
0.000
0.000
NC
5
----------------------------------------------------------------------------
0.000
0.000
NC
6 8 9 1
0.000
0.000
NC
2
0.000
RISA -2D (R)
Version 4.01
3
KPFF Consulting Engineers
0.000
NC
Job : 98686
111 S.W.
5th Street, Suite'2500
NC
5
----------------------------------------------------------------------------
Page: 11
Portland
OR 97204-3628
---
9 10 11 1
0.000
Date: 8/18/98
NC
2
0.000
0.000
File: 98686a
USDI-BLM
0.000
0.000
NC
4
Gangl�7ay
0.000
NC
5
----------------------------------
0.000
====================<Member
Deflections, LC 1
wind
Member
Joints Section
NC
2
0.000
0.000
I - i I
x
y
L/n
---------------------------
in ---------- in ------------------------------------
0.000
3
3 4 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
----------------------------------------------------------------------------
5
0.000
0.000
NC
4
4 5 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
----------------------------------------------------------------------------
5
0.000
0.000
NC
5
5 6 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
1� ------------------------------------------------------------
5
0.000
0.000
NC
6
6 7 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
----------------------------------------------------------------------------
5
0.000
0.000
NC
7
7 8 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
G.000
NC
------------------------------
5
0.000
0.000
NC
6 8 9 1
0.000
0.000
NC
2
0.000
0-'000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
5
----------------------------------------------------------------------------
0.000
0.000
NC
---
9 10 11 1
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
5
----------------------------------
0.000
0.000
NC
10 11 12 1
------------------------------------------
0.000
0.000
NC
2
0.000
0.000
NC
3
0.000
0.000
NC
4
0.000
0.000
NC
RISA -2D (R)
KPFF Consulting Engineers
111 S.W. 5th Street, Suite 2500
Portland, OR 97204-3628
USDI-BLM
Gangway
Version 4.01
Job : 98686
Page: 12
Date: 8/18/98
File: 98686a
B
Member Deflections, LC 1
wind
Member
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----------------------------------------------------------------------------
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----------------------------------------------------------
5
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16
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----------------------------------------------------------------------------
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-----------------------------------------------------------------------------
5
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2
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RISA -2D (R) Version 4.01
KPFF Consulting Engineers
111 S.W. 5th Street, Suite 2500
Portland, OR 97204-3628
USDI-BLM
Gangway
Job : 98686
Page: 13
Date: 8/18/98
File: 98686a
Member Deflections, LC 1
wind
Member
Joints
Section
x
y
L/n
---------------------------
in ---------- in --------------------
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---------------------------------------------------------------------------
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----------------------------------------------------------------------------
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-- ------------------------------------------------------------------------
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FAX (36n) 687-0345 (3625)
P 0. Box 2439
Battle Ground, WA 98604
INDUMES INC.
September 22, 1998
Randy Mason
Cash and Associates
Fax (714) 895-1291
Randy,
Attaclied is the informat.;L,�" yni, re -quested on the additional
details for the gangways. The material specification are as
follows;
Aluminum Tube ........................ 3004H26
weld Rod (all welds are TIG) ......... 5183
Transition plates .................... 6061-T6
-TG
neck................................. 6061
Let me know if you need anything further. Thanks.
Sincerely,
Bruce Abraham
A i�o
N� -X
IAI
C:) r
30 K :z, j;
;�?/ "�"00
T 0 a 3 4 a Q.L 9 T z z 6 0
SET INSIDE CHORD
OPENING & WELD.
CAP PLATE THICKNESS
MATCHES WALL TFffCKNESS
OF CHORD
URIND 619COTM ON 3' & 4'
TUBE.
DO NOT GRIND 3-1/4" TUBE.
FP
TUBE
SEE PLAN
FOR S17 -E
FEV. OAM-
END TOP CHORD CONNECTION 2/20/Sri
=---587-V,32 800 -332 --DOCK (3625) 1-28-94
i5 -D FAX .360-887-OM5
D TD P:::� 5 P. 0. BOX 2439
BAME GRO". WA W604
NDUSTRMC
3 0 a S 3 1 V %L 3 n 0 N I V Z a a 0,L >i4 WT 8 T C 0 s 6 F- 7- 6 0—,
CAP PLATE IS
SET INSIDE CHORD
OPENING & WELD.
CAP PLATE THICKNESS
MATCHES WALL THICKNESS
OF CHORD
GRIND SMOOTH CN 3' & 4'
TUBE -
DC NUT GRIND 3-1/4' TUBE.
FP
TYP
TUBE
SEE PLAN
FOR SIZE
mv DATE
Tm:l
END TOP CHORD CONNECTION 2/20/95
DATE
1-28-94
FM 360-W-0345
D P. 0. BOX 2439
SATTLE CROM. WA 99604
NDUSTRES NC.
C 0 a SZlU.L3nCNl V3aa0.L-- rla9 T CO se "Z�z
9 0 a SSIULSnaNl W3a4OJ.- Pla9 T : CO 96 *33 so
C;AT= fE TYr.
A
TRANSITION PLATE
Djb 70M OF -TAIL
roANGWAY TUaES
A 0 U�4EEL x 2"
'S/4 0 AXLE w/ TYI=
YIELD STRESS
IBS KSI MIN
1 1/2" 0 SCH. 40 PIP5 w/
UHMW SUSHNG EXTEND 1/4 FS/4
THROL4W MOT14 SIDES. MAX
A - A
NOTE
TRANSITION PLATE AND OECK
NOT 6�40WN FOR CLARITY,
WHEEL SUPPORT
DAIS
(206) 687-1232 800 -323 -DOCK 1-28--94
FAX (206) 687-0345 t4675)
P.0� BQx 2439
SatUs Grgund. WA 95604
9 0 a L s n a u x V 3 a a O.L 8 T : C 0 96
5086 SMOOTH ALUK PLATE
114- x 3'-0'* x 4 -0 -
CLEAN AND APPLY A
SELF ADHESIVE SKID
RESISTANT TAPE
......... .......
........ ..... ......
. . . . . . . . . . . . . ... . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
. . . . . ... . . . . . . . . .
. . . . . . . . . . . . . . . . . . ... . . . .
. . . . . . . . . . . . .
.......... .......... ........
...........
..........
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . .
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . ... . .
. . . . . . . . . ... . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . .
. . . . . . . . . .
.......... ......
1/4' . . . . . . .
...................
. . . . . . . . . . . . . . .
........................
. . . . . . . . . . . . . . . . . . . . . . ....
............
..........
...................
....................
.. . . . . . . . . . . . . . .
...........
NOTE
SEE DETAIL 3.4
FOR HINGE CONK
4-1/2"
I/ 'x 3 UHMW WEAR STRIP
FASTEN w/ 1/4 - 20 FLAT
A A HEAD &S. SCREWS AT
6- mc. GRIND FLUSH w/
TOP OF PLATE.
K -V. DATE
TRANSITION PLATE. 3 FOOT & NOSE PIECE DETAIL 3--6-96
1-2&-94
3W-687-= 800 -337 ---DOCK (3625)
FAX MO -W-0545
&IR 0. BOX 2432
3.4.2
BATTLE MOM. WA 98604
NDUSTRES NC.
6 0 a waeT:co G6 'SO
(360) 687-1232 (800) 332 -DOCK
FAX (360) 687-0345 (3625)
R 0. Box 2439
Battle Ground, WA 98604
INDUSMES INC.
October 9, 1998
Randy Mason
Cash & Associates
5772 Bolsa Ave., Ste. 100
Huntington Beach,'California 92649
Fax (714) 895-1291
RE: Cal Rec Gangway Calcs/sketch
Randy,
Attached is the sketch and the calcs for the fix on the Cal Rec
gangway. we are going ahead and building the plates today and
they will ship to you this afternoon. You should get them on
Monday.
I will contact you on Monday to arrange for someone to weld the
plates on as indicated. if Connolly Pacific has sorneone who can
TIG weld in aluminum at a reasonable cost I will ask them to do
it. The fix should take no more than about two hours or so. We
will cover the cost to fix.
I will follow up with you Monday.
Thanks,
Bruce Abraham
T 0 a V JL S fl ON I V 3 a a O.L Z C Z 0 e 6 0 '0 T
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A
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SCALEs 3JW r-0.
1�m
CASH & ASSOCIATES
Engineering and Architecture
July 24, 1995
California Coastal Commission
South Coast Area
245 W. Broadway, Suite 380
Long Beach, CA 90802-4416
Attention: Ms. Meg Vaughn
Staff Analyst
L I
Subject: Bayshores Marina Rebuild
Storm Damage of jan 4, 1995
Permit Application No. 5-95-160
(C&A Project No. 4720.00)
The following is a response to your inquiries of July 18, 1995:
1. We do not fully understand your request regarding the alternatives for the replacement of
the damaged components of the marina. As noted in the submittal, the marina was
damaged in, the... storm:�pfJan. 4, 1995, We, are- replacing only ,the, fingers and headwalk
sections that were damaged. The replacement com . ponents a re timber rather than the
original�qq,nqrete floating system. This material change was based on our assessment that
a timber; system-was,rbette.r� rivirp9mentally-su itable-for the,wind, and. wave conditions that
can,occur ai thls"$ite.. There are, no,'viable,alte"matives.that we-,a'r.e aware, of.,,,",.,:
Prior to preparing drawings,'a physical lateral load test of two existing piles was made'as
well as calculations of the total wind load on the grouping of all existing piles, for the
purpose of determining the number of piles necessary to support the marina. This analysis
was requested by the City of Newport Beach and reviewed by their Public Works
Department -Mr. Lloyd Dalton. The analysis revealed that there were a deficient number of
piles, based on standard marina design practice. It was decided that 8 additional piles
would solve this problem and should be placed at the ends of available fingers.
The new piles will reduce the amount of stress that is resisted by the timber framing system
of the dock. If these piles are not installed, it is probable that the dock system will have a
shortened life span, as was the case for the existing marina.
Calculations have been included with this letter for your reference.
2. The proposed project is a replacement in like -kind regarding slip sizes. The sole exception
is.,the loss in length of 8ft for, tw existing 68ft slips. , This..is due- to the,dimensions needed
'o I (Acc- � �'. � :r_ '.. V
f r the floatin.6 platforms. u ppprt.i ng: the, ADA, Compliant ess,Gan w pro ided as part
Q �ay
pf..this pfgjpqt;.-
A copy of the original layout, prior to our involvement, is, included for�your. reference...
5772 Bolsa Avenue, Suite 100 Huntington Beach, California 92649 (714) 895-2072 (310) 426-6145
Mailing Address: P. 0. Box 2715, Huntington Beach, California 92647 FAX (714) 895-1291 A California Corporation
California Coastal Commission BAYSHORES MARINA REBUILD
Ms. Meg Vaughn PERMIT APPLICATION NO. 5-95-160
July 24, 1995 (C&A Project No. 4720.00)
Page 2
3. A copy of the first sheet of our plans is included with this letter, as requested.
Please give the processing of this application your first priority. We consider this project an
emergency repair and it is our belief that the information requested in your letter of July 18, 1995
could have easily been communicated in an over-the-counter approach, rather than losing two
months in processing time.
The docks have been temporarily repaired and are held together with plywood and straps. We are
worried that the next storm will further damage the system and dock segments could drift into the
channel.
Please call if there is anything else you need. My number is (714) 895-2072.
Thankyou.
Best Regards,
Randy H. Mason, P.E.
President
Encl: CCC Ltr of 7/18/95
cc: D. Landrum -Cal Rec Co
J. King -J. King Associates
Lloyd Dalton -City of NP Beach, Public Works
STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Govemor
CALIFORNIA COASTAL COMMISSION
SOUTH COAST AREA
245 W. BROADWAY, STE. 380
P.O. BOX 1450 July 18, 1995
LONG BEACH, CA 90802-"16
(310) 590-5071 R L iw
JUL 2 1995
Randy Mason
Cash & Associates
577-2 Bolsa Ave., Ste. 100
Huntington Beach-, CA 92649
Re: Coastal Development Permit Application 5-95-160 (Irvine Company)
Dear Mr. Mason,
The above referenced coastal development permit application was received on
June 22, 1995. Review of the submittal indicates that certain items necessary
for comple - te analysis of the project are missing. Consequently the
application has been deemed incomplete. Following is a list of the additional
information necessary to complete the applIcation file.
1. A coastal engineer's analysis of how the proposed project is the least
environmentally damaging method of replacing the marina. Were other
alternatives considered? If so what were,they and why were they
dismissed? An assessment of the necessity of the additional 8 pilings
should be included in the analysis. What would be the consequences if the
additional pilings are not emplaced?
2. Will the proposed project maintain the same number and size of boat
slips? Will any additional water area be covered as a result of the
proposed project? Are plans of the previous marina available? If so,
please submit a copy of the plans.
3. The first sheet of the project plans contains note.s that are too small to
be legible. Please submit two copies of sheet one of the plans with
legible plan notes.
4. The'submittal package included an Approval in Concept form signed by the
Newport Beach Marine Department. The plans must also be signed by the
Newport Beach Marine Department.
Once the additional information has been received and the application has been
deemed complete, the application will be scheduled for Commission action.
Please do not hesitate to contact me with any questions regarding this matter.
Sincerely,
M"egVa g
Staff Analyst
cc: Jerry King, J.A. King & Associates
485OF
REMARKS:
DATE
TO:
0 CiTy COUNCIL
MAYOR
Clfy MANAGER
0 FIRE I
CD GENERAL SERV' CES
D EpUTy CITY MGR-
LIBRARY
AlTORNEY
MARINE
CD BUILDING
PARKS & REC.
CITy CLERK
FINANCE - ADMIN.
PERSONNEL
Q PLANNING
0 ACCOUNTING
C3 DATA PROCESSING Cl POLI CE
PUBLIC WORK'
C] DUPLICATING
TRAFFIC
PAYROLL
C3 pURCHA, SING
UTILITIES
TELECOMM.
C3 REVENUE
ACTION & DISPOSITION
FOR'
FILE
C3 INFORMATION
REVIEW & COMMENT
--- roxT * , ,
REMARKS:
One Year Tidal Information for Newp rt Be)(Entranc U
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5.94---T—1
STRUCTURAL CALCULATIONS
FOR
CALIFOaNIA
';A'-1St401zE WfZINA
(--7 Lj I L G S
C&A JOB NUMBER: 20. 00
DATE:
�jf ESsl
C
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No. 1053
CASH & ASSOCIATES
(714) 896-2072 LICN
Huntington Beach, CA CA
Registration Expires on.. 9 9&
Calculations to be valid must bear the Engineer's signature in ink. A reproduced signature is not valid.
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-PACIFIC CO.
CONNOLLY
AW CONTRACTORS
BERTH 39
1925 WATER STREET
PHONE: 213/437-2831
LONG BEACH, CALIFORNIA 90802
Tony Mellum May 13, 1986
City of Newport Beach
Permit Office
SUBJECT: Permit Request- Mai ntenence
B%5hore Marina
Owner -Irvine Company
Dear Sirs:
We hereby request apermit for the installation of one ( 1) concrete pile at the Bayshore Marina, Newport
Beach, California, The work, is being performed for the California Recreation Company. Our contact with
CalRec is Mr, Ed Powers, Generai Manager, phone number 644-9730,
The following information is provided in support of the permit application:
A. Location map, including location of the pile installation.
5. Shop Drawing for pile to be used.
�f you have any questions, please contact the undersigned.
Sincerely,
CONNOLLY-PACIFIC CO,
Wm, H. Hanson
PERMIT NO. 12 -9 -
DREDGING APPLICATION
Project Location:— 2572 Bayshore Dr.
Cubic Yards to be Dredged: 311
Method of Dredging: Hydraulic Suction
Nature of Dredged Material: Sand/Silt
Disposition of Dre dged Material: Haul to sea and dump at Latitude 33031'42"N,
Longitude 117*54'48"W
Method of Material Disposition: Barge to sea
Turbidity Control Method: Material to be contained in d2m
�2 barge at
'argdge site,
Effect of dredging on contiguous bulkheading and beaches None
I TATm T - Hn r 3: IL hereby state that I have read the U. S. Army
(print name)
Corps of Engineers permit for maintenance dredging in Newport Harbor, the
City of Newport Beach and Orange County Harbors,Beaches and Parks District
(if applicable) permit for maintenance dredging and that I accept all the
provisions therein. Additionally I guarantee that the proposed dredging
will not occur because of any altering of existing use of the affected
zone.
California Recreation Co N2nort Dredging Co.
(Applicant -type name) (Contractor -type name)
12/19/85
(Date)
Signed: [AW ILI;- A4
C nfractoiTs:a
Representative
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VYT�OFNIEWPORT BtAdh
HARBOR PERMIT
PERMISSION IS HEREBY GRANTED TO CONSTRUCT ANr,
MAINTAIN THE FACILITY SHOWN ON THE REVERSE HEREOF.
AT THE SITE INDICATED, SUBJECT TO T*4r— PAOVJSIONS OP
THE HARBOR PERMIT POLIC�23 OF NEWPORT BEACH ANL�
ANY SPECIAL CONDITIONS L�'STED HKREIDN. THES PERM�-�
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CITY HAg8OAC"0021NN�r--,:-�UR-
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—11
MARINE DEPARTMENT
. January 22, 1979
ITEM NO.: H-11
TO: MAYOR AND CITY COUNCIL
FROM: Marine Department
SUBJECT: HARBOR PERMIT APPLICATION NUMBERS 175-808, 129-2572, AND 109-1911
Recommendation
If desired, approve the maintenance dredging applications.
Discussion
The applications require City Council approval under the conditions of approval
placed on the City of Newport Beach general permit for maintenance dredg'ing
issued by the U. S. Army Corps of Engineers, on February 12, 1974, and subsequently
amended on May 10,1977 to allow beach restoration. The locations and applicants
for the,proposed dredging and beach restorations are:
1-7511--891&11�1 J. A. La flaye, 808 Via Lido Nord
California Recreation, 2430 Bayside Drive
109-1911 Don Russell, 1 11 East Bay Avenue
. The staff has reviewed the projects �nd has determined that the work will be
done within the parameters of the Corps of Engineers permit. The dredging
contractor will place a filter screen around the discharge site to control
turbidity. There is -no known eel gr I ass in the vicinity of the projects.
All dredged material will be placed on adjacent beaches. This will aid in the
restoration of beaches bayward of private residences.
D. HARSHBARGER, DIRECTOR
MARINE DEPARTMENT
Tony Melu
,iu
7
Harbor Inspector
TM:ll
C/ r K
vt
&,P,- 5 below -fcon zover /Ow
v
43 .4 A
2-,2 21 20
23 INU
291.5po 5
tt
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�7
CITY OF NEWPORT BEACH
HARBOR PERMIT
pERmISSION IS HEREBY GRANTED TO CONSTRUCT -A&U.
MAINTAIN THE FACILITY SHOWN ON, THE RzvRk6F "latcof,
AT THE SITE iftOiCATED, SUPJ�ZCT TO TWT P-RIDV'41006 0
THE MAR13OR PKF.J'MtT p*L�CjgS ojF m�YWVO a-7 nLXAor.)# AV4-
t' mptiv-
ANY SPECIA& GONOWIGNS LISTED HE �,ZION, THIS - P �
14 NOT, TRANSFERAALE %�ITV,04-7 -iH;: VVIRi"IT-Vi c04vsw4Tlf-
THE COrY HARBOR COOR-01RAlUR CIR -%�llly 'CPUPICU� T'-
UNDIEP. THV� VE.-,-�MIT ARi6 PF--,6Vl3S.Ve OKL
AND irmis P&RftdT MA -i V� BY TH1 CliTV COUW;,
IN ACCORDANCE WITH =TITLm7m micip
ITY-NARSOR COORDINATOfi
PERMIT NO. DATE
Corps Of Lq�najrizefs Plarm"�
Orange County Per Wit
0'*h'w- e 6 / - Z, 2,- -7
PERMIT
NO.
DREDGING APPLICATION
Project Location: 2430 Bayshore Drive
Cubic Yards to be Dredged: 192
Method of Dredging: Hydraulic Suction
Nature of Dredged Material: Sand/Silt
Disposition of Dredged Material: Place material on adjacent beach
,Method.of Material Disposition: Pump through discharge pipe to
disposal fill area
Turbidity Control Method: Filter screen around discharge site
Effect of dredging on contiguous bulkheading and beaches Will restore
depleted beach
WM. L. Harris hereby state that I have read the U. S. Army
(print name)
Corps of Engineers permit for maintenance dredging in Newport Harbor, the
City of Newport Beach and Orange County Harbors,Beaches and Parks District
(if applicable) permit for maintenance dredging and that I accept all the
provisions therein. -Additionally I guarantee that the proposed dredging
will not occur because of any altering'of existing use of the affected
zone.
California Recreation Shellmaker, Inc.
(Appli ant -type name) (Contractor -type name)
12/1/78 VV\
Signed: C) I _t_L ,
(D -a te-) ractor's
Representative
Q t F
y ol NeW,,,,,CD0
3 00 Newport Boulevar
33 d Newport B(
4uly 10, 1975
Caffornia 92660
714/673-2�10
Larry Leaman, Chief of Operations
Harbors, Beaches, and Parks District
1901 Bayside Drive
- Iqewport Beach, CA 92662
'Dear Larry:
Uais department has investigated -,.-he situation at- -L�he
-ayshores Marina regarding theluse of parking stalls
for dingy storage.
M',
-ae Community Development- Department has notified
C.aliforn.-I-a Recreation Company that they are in vio-
lation of their use permit and must correct the sit-ua-
L'-ion.
We will continue to appraise you of our efforts 'L --.o
, 31-ing the marina into compliance.
Sincerely,
�7
LA"
k"Glefi E. Welden
Tidelands Operations Coordinator
Marine Department
GEW: lf
-DE IRVINE CDMPANY
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
April 11, 1975
Mr. John B. Lonergan
724 Via Lido Nord
Lido Isle
Newport Beach, California 92660
Dear Mr. Lonergan:
BAYSHORES MARINA RECONSTRUCTION 73-304
This is in responseto your recent request for some minor
changes to the re,stroom facility at the Bayshores Marina and
also in response to your follow' up telephone conversations
to Mr. Douglas Schnorr, Director of the Commercial Division,
and letter of April 10, 1975.
At our review of the Bayshores Marina.on April 4, 1975 with
Mr. Hume and yourself, several areas of concern were brought
out; specifically:
1. Restroom lights - outside (six in all)
Could the'y be shielded?
2. Parking lot light
�Rhat was proposeW&
3. Entrances to the restroom
"Could they be shielded?
4. Landscaping
What was proposed?
5. Lighting general
Could it be controlled?
6. Skylight
'Could it be shielded.?
Exterior Treatment of Restroom Shingles
Could they be pai.nted?
I have reviewed these items with Mr. Schnorr and with Mr. Chuck
Saffell I Manager of The California Recreation Company, Irvine
Company s Property Management Department, Mr. Bill Mader, Manager,
Design Control,, The Irvine Company and.with Mr. Glenn Weldan,
Marine Safety Division of the City of Newport Beach. The following
conclusions have been determined which I believe meet with your
satisfaction:
Bayshores Marina ,construction
John B. Lonergan
April 11, 1975
Page 2
1. The lights will be shielded and will also be reduced in
intensity (TU-07.-�—. The single light on the Bayside will
be removed.
2. No parking lights are proposed.
3. Entrances will remain as is, since any shielding devise will
prohibit proper access into the.restroom and inhibit pedestrian
traffic along the deck walkways. A shield along the railing
would detract from the overall appearance.
4. Landscaping is proposed within the parking lot. Five 5 gal.
and five 15 gal. Eucalyptus Citriodora will be provided;
several of which shall be located immediately adjacent.to
the North side of the restrooms.
5. The exterior restroom lighting will be be controlled in that,
it will be shut off at midnight.
6. The skylight will remain as is since its main function is
to allow natural light to enter into the restroom area.
7. The siding is proposed to weat her naturally and will be
monitored for visual appeal by the California Recreation
Company.
Thank you for your interest in this project. If you have any
further questions, please feel free to contact me.
Sincerely,.
THEI/'I�VINE COMPA Y
Donald P. Karpinen
Project Manager
DPK:lg
cc: GlernWeldan., Marine Safety Division, City of N. B.V'�
Bayshores Homeowners Association - Chairman
A. J. Auer, Vice President., Commercial Div., T.I.C.
Douglas P. Schnorr, Director, Commercial Div., T.I.C.
Chuck Saffell, Manager, California Recreation Co., T.I.C.'
Bill Mader, Manager, Design Control, T.I.C.
MARINE DEPARTMENT
December 9, 1974 ITEM NO.: G-5
TO: MAYOR� & CITY COUNCIL
Marine Department
FROM:
SUBJECT: BAYSHORE MARINA PERMIT MODIFICATION
HARBOR PERMIT # 129-2572
RECOMMENDATION
'If desired, allow the Irvine Company,, ap licant for the Bayshores
p 1
Marina,,to delete one men's ando'ne women's toilet fixture from
restroom building #2 thus establi_shing�a ratio of two toilets per
21.5 boat slips for this marina.
�DISCUSSION
The Irvine Company, at the request ofBayshores Homeowners Asso-
ciation, has submitted a request by letter�to the City Council
requesting an exception to the City Council's Harbor Permit Policies
,Section,19 Sanitary,Re2uirements.
Paragraph B of Section 19 states, "All public or private commercially
,operated shore connected,boat anchorages shall have a minimum of two
restroom facilities, one for women and one for men,, for each 20 boat
slips or boat berths'available in the anchorage area. The minimum
walking distance from,the furthest boat berth to the,restroom facility
shall not exceed 400 feet."
The subject request,,.if approved, would allow the Irvine Company to
delete one men's and one women's toilet fixture from restroom build-
ing #2.1 The reason.for the modification is,to-allow.the Irvine
company to reduce the depth of both buildings by three feet., This
depth reduction would minimize the size,of the restroomsp thereby,
retainincr A better view corridor of the Bay for both homeowners,and
passersby.%.
The exception, if approved, would allow the Bayshores Marina a ratio
of one men's and one women's toilet for every 21'.5 -boat slips. The
request is less than a',10%.exception to the sanitary . policy�require-
ment-. The City Council's Harbor Permit Policies, Section 24 Except-
ions states, "The City Council may a I pprove exceptions to any of the
Page Two
APPLICANT BAYSHORES
MARINA
requirements and regulations set forth if there
are special circum-
stances or conditions
affecting the harbor,installations
that would
impose undue hardshi�%on
the �Ipplicant or if it
would be detrimental
to the best interest of the City."
Currently, there is a
total of fourteen toilet
fixtures., (7) ments
and (7) women's. The
proposed reduction of (1)
menl,s and (1) women's
fixture would pro : vide
a total,of 12 toilet fixtures
for the marina.,
4�2
D. Harshbarger
Assistant Director
Tidelands operations
Division
Marine Department
DH:lf
December 4, 1974
City of Newport Beach
City Council
3300 West Newport Boulevard
Newport Beach, California 92660
Attention: office of the City Clerk
BAYSHORES MARINA
Dear Council Members:
IRVINE CMAPANY
61 - 0 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
73-304/275
The Bayshores Homeowners Association has submitted a request to
The Irvine Company to revise the restroom design at Bayshores
Marina. The revision would consist of two items; 1) lowering the
profile of,the buildings by.reducing the roof detail from partial
gable to basically flat; 2) reducing the depth and width of the
building where possible.
The Irvine Company, in reviewing these requests, has ascertained
that these revisions can be accomodated. Regarding the request
for depth reduction, however, it will be necessary for The Irvine
Company to request a reduction in the City Harbor policy for
toilet requirements. Presently, the two restroom toilet require-
ment has been met. We are requesting the elimination of one
toilet fixture for both men and women in building #2. In doing
so, both buildings can be reduced in depth by 31 011, or approxi-
mately 16% thereby creating a thinner building and allowing a.
better visual impact to the bay for both homeowners and passersby.
With the current requirement- that all boats be equipped with
holding tanks, there most likely is alesser need for toilets at
marinas. The City of Newport Beach currently requires one toilet
fixture for both men and women per 20 boats, whereas Dana Point/
County of Orange has a requirement of one toilet per 3S boats for
men and one toilet per 40 boats for women.
Your approval for these restroom revisions, is, respectfully requested.
Sincerely,
TH RVINE COMPANY
Donald P.,Karpinen
Project Manager
DPK: lg
cc: D. Harsbarger-Marine Safety Division
Bayshores Homeowners Association
STATE OF CALIFORNIA—RESOURCES AGENCY RONALD REAGAN, Governor
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD -
SANTA ANA REGION
6833 INDIANA AVENUE, SUITE I
RIVERSIDE, CALIFORNIA 92506
PHONE: (714) 684-9330
October 18, 1974
U. S. Army Engineer District
Corps of Engineers
P. 0. Box 2711
Los Angeles, CA 90053
Attention: Ted Yee
Subject: Corps of Engineers Public Notice 74-168 Bayshores
Marina Dredging - The Irvine Company
After a review of both the subject public notice and the barge
dewatering procedures to be used in this construction, we provide
our clearance of the project.
If there is any question regarding this matter, please contact
this office.
Stephen D. Herrera
Staf f Engineer
SDH/sam
cc: Shellmaker, Inc., Attn-. Bill Harris
The Irvine Company, Newport Beach
4,
,Xity of Newport Beach, Attn. Glen Welden
CO
EPARTMENT OF THE ARMY
OS A LES DISTRICT, CORPS OF ENGINEERS
P. 0. BOX 2711
S ANGELES, CALIFORNIA 90053
Public Notice No. 74-168
19 August 1974
YOU ARE INVITED TO COMMENT ON THIS APPLICATION FOR A PERMIT
�PPLICANT: The Irvine Company
610 Newport Center Drive
Newport Beach, California 92663
ACTIVITY: Proposed modification of Department of the Army Permit (72-13)
issued and dated 13 March 1974; to change the disposal area of dredged
material, from the diked land area to the Pacific Ocean within a 1000 -
yard radius at Latitude 33 0 31'42" N, Longitude 117 0 54'48" W (approximate
depth; 1500 feet below MLLW) as shown on the drawing accompanying this
notice.
PURPOSE AND USE: To provide an expedient and more economical disposal
operation.
FEDERAL, STATE AND LOCAL AUTHORIZATIONS: Approved by the City of Newport
Beach.
ENVIRONMENTAL IMPACT: This office does not intend to prepare an Environmental
Impact Statement on this activity unless significant detrimental effects
are brought to our attention.
PUBLIC HEARING: Any person who has an interest which may be adversely
affected by the issuance of a permit may request a public hearing. The
request must be submitted in writing to the District Engineer within thirty
(30) days of the date of this notice and must clearly set forth the interest
which may be affected and the manner in which the interest may be affected
by the activity. Activities under Section 103 of the Marine Protection,
Research and Sanctuaries Act (PL 92-532) and Section 404 of the Federal
Water Pollution Control Act (PL 92-500) will be considered in conjunction
with this notification.
CRITERIA: Your written comments or objections should include the number
and date of this notice and must reach this office within thirty (30)
calendar days. The decision whether to issue a permit will be balsed 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 important 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
Public Notice No. 74-168 19 August, 1974
The Irvine Company
will be considered: among those are conservation, eco 'M
no ics, aesthetics,
general environmental 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 provide4 upon request.
FOR THE DISTRICT ENGINEER:
ROBERT H. REINEN
LTC, CE
Deputy District Engineer
2
Ino s
NAUTICAL MILES
YAKDS
cosik MES4 It 5000
p KOJI LT tH AT I ON
N W P 0 &1
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................
CORON& del MAlk
PKOPOS[D D I S P 0 S 4 L S-1.1 E
ind upius C I � C L E NT
5�* Sl' 42" H 111 0 54' 45" \V
ZZ4 216
A P P K 0 X - a U � N T I I Y 0 F S P 0 1 L
B8 0 b 1 9 1 s P 0 s i D = 6000 C.
A.3
15 9
161
A c I D f ko m N C 10 w A L 0 c E w su Kv �1 w Nu I I
41 - S C SOU N D I N � S N f M 0 M S at Mi �'N LOW[ K LOW W0 K.
0 S I D D k I D 6 1 R G S P 0 1 L S
D I S ? 0 S � L S I I E
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A P P L i C A I 1 0 N I :
T p E I K v I N E m p h 4 1
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NMOM 6[,kCP, CALIF. 32660 1
PKEPAlkip V UE OFFiLi Of
K A U � , 611 N , f kO ST � �S� 0 CIVE S
1401 QUAIL SIKEP,N[WPORT bik(R.CKLIF. 91166;
( 114) 8�� 0010
P-
e
z
I R S OLUP T
E -rjN OF THE BOARD OF SUPERVISORS OF
0 RA, INTGE COUNTY, CALIFORNIA
.3
August 13, 1974
4 On MOti0r, of Supervisor Diedrich
duly seconded are, carried, the
5 following Resolutio
n was adopted:
6
BEIT RESOLVED that the Chairman of th rd is hereby authorized�
is Boa.
7
to sign the lease dated August 15 1.9 74 on'
behalf of the County of Oranc,
te
W ith The Irvine Company for Parcel No. 20, Project No. PMI -1002
(Bayshore
9 1"! Marina) in Lower Newpor t Bay;
10
BE IT FURTHER RESOLVED that the Chairman or' this Board is hereby�
-11 au.thorited to execute an Amendment to the above Lease, deleting Clause 38
12 !!'of Ge
neral Conditions
(Inside Slips) from the Lease, upon notification fror.-_.[�
�131 the Depar
11 tmenL of Real. Proper I ty Services that said deletion has been
P approved by the Califo,
_J , 11, rnia Coastal Zone Conservation Cor.rziission (South
z
Coast Regio
0 nal Comm is s ion)
!io
�w 1611
0 171,
U A? 1 7
19.
AYES.; SUPERVISORS RALPH A DI
201,
EDRICH, DAVID L. B If B. CLARK
7, �i6L
21
NOES:
0 f /4
SUPERVISORS NONTE ------ 2 19
22
T
Y. -
ABSENT: SUPERVISORS R* W. BATTIN
23
1?
24 STATE OF CALIFOR.NIA
Ss
251 COUNTY OF ORANGE
J`I
it WILLIAM. E. ST JOFY, County Clerk and e x - 0 f f i C 10, t h e
Board of Supervisors of Orange Cou,.Ity, Cali
27 fornia, hereby certify that
2811 the above and foregoing Resolution was duly and regularly adopted by the
said Board at a regular meeting thereof held on the
L L. 13th
19-4 and passed,\h' day of
Sala Board
11 \ , a =,nimpus vote of
ni e mb e r S present.
29111
I IN WIT -NESS W.1 -.ERZ -,0'F 1 have hereunto
10 —get tiiy han&.'and seal this
5 13th day o .. f Au c'u, S t 19 74
Jil _7
31
-WILLIAM E. St ORIN
Cq,
�nt`y Clerk and ex -of
-the Board of:supervisors of
32 111 Resolution No. 74-11-67 4-io Clerk
irn
Lease/Lower Ne-.,�Dort.
1�range_ CourLt
1— YP.California
Bayshore Marina,,�The_ irvine o.
V
c
Deputy
-nts, or conditions of this Leoase shall not be
±A-1
,d_-emcd a w I an iv rij7ht or remedy that-. LAZIIDLORD o--, TENA14T- may
have, and sha-11 not ce deemed a waivel- of the right $to require strict
.2
T
nerformance of all, h e terms, covenants, and conditions of the .-ease
3
thereafter nor a ,,,raiver 'of any. reme.dy for the subse quent breach or
default of any -erm, covenant,,.or -condition of the Lease.
4
34. NONDISCIRIMINATION -(S)
5
TENANI"a-rees not to discriminate against any person or class of persons
6
by reason of sex, race, color, creed, o--r,national origin. TENANT shall
make its accommodations and services available to the public on fair
7
and reasonable terms.
8
35. AVAILABILITY OF SLIPS (N)
9
As provided in Clause -34 (NONDISCRIMINATION), GENERAL CONDITIONS, TENANT
shall make the boat berthing fae4lily,�including the access to said------
10
facility through Bayshore 'Developmen"k-1, available on fair and reasonable
terms without discrimination. To ensure imT)JIementation of this -policy,
111
TENA111T shall maintain a nublic register of persons seeking to rent
boat berthing facilities within the Project Area. The register shall
12
contain the names and addresses of persons and..size of facility sought,,,
listed in the order in which the applications to rent are received.,
13
TENANT shall make a reasonable effort to contact those persons regis-
14
tered and to allow them an opportunity to rent boat slips of appropriate
length as such slips become available for -rent. TENANT may require
1.5
persons so registered to provide evidence of financial ability to
pay and may inspect the,vessel as to its suitability 'to occupy the
6
sliD recluested. TE'IHANT may further reauire comoliance with reasonable
J-
rules and regulations with -espect to the use of the Project Area.
1.7
TENANT may cancel any agreement for the rental of such boat slips
for due cause or noncompliance with rules and regulations. TENANT
181
may prohibit living aboard vessels.within the Project Area.
19
LANDLORD shall, through its duly authorized agents or representatives,,
have the right to examine said register at any and all reasonable
20
times for the purpose of determining the accuracy thereof.
21
36. INSPECTION (S)
22
LANDLORD or his authorized representative shall have the right at
all reasonable times to inspect the Project Area to determine if the
23
provisions of this Lease are being comr)lied With.
24
37. TI1,1E (S)
25
Time..is o -.f the essence of.this Lease.
26
38. INSIDE SLIPS (N)
27
Only sailboats -shall oceuny the inside slips within the,proje
t area.
28,
For the purposes of this Lease, "sailboat" shall be defined as any boat
whcse main form of r)-onul-ion is b,,, sail., anr! be
n� -17 an, s P1
T_E.''.,AJ'i'2'S al-iowing the occupancy of any inside siip by a boat which is
30
primarily motor' noaered sha.11 constitute a default il n the terms of this
L -o the terms snecified In."lause 211 (DEFAULT
Lease, and sha-11 be subject 46
31
TERMS Or THE LEAcJF. BY TENXNT�, General Conditions."
32
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—11, : AN NOR PILE 01PIUL) 70
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AVOODWARD - McNEILL AS SO
CONSUIXING FNGINEERS AND GFOLOGISTS91�1
R. Leonard Allen
�qk
4000 W.Chapm6n Ave. AN AFFILIATE OF AITOODWARD - CLYI)E CON_ SULTANTS
Orange,Ca 92663 JohnA.Barneich
(714) 633-6316 Hans M.Ewoldsen
JohnT.Gaffeyll
2140 W. Olmpic Blvd. Steven C. Haley
Lo5Angeles,Ca 90006 LETTER OF TRANSMITTAL RobertL.McNeill
(213) 581-7f64
LeMs L.Oriard
TO: The Irvine_ CSImEany DATE: 24 July 1974
610 Newport Center Drive PROJECT ND: E270F
Nei,Tort- Beach, California 92663
ATTENTION: Mr. Donald Karpinen
SUBJECT PROJECT: Bayshores Marina
IN ANSWER TO THE REWEST OF: Mr. Donald Karpinen
-WITH
WE ARE TRAN91ITTING: HERE UNDER SEPARATE COVER
THE FOLLOWING: Results of the chemical analysis of six samples of potential
dredge material received by this office on S July 74.
FOR YOUR: 0 APPROVAL El FILES
(3 COMV1ENTS INFORMATION
C1 DISTRIBUTION USE
REMARKS: Testing was performed to satisfy. the Envirlorimental Protect"ion
Agency's requirements for deep -ocean dumping.
PLEASE NOTIM,7 US IF ENCLOSURES LISTED ARE NOT RECEIVED.
COPIES TO:
Very truly yours,
WOODIAIARD-McNEILL & ASSOCIATES
By�
AFFILIATES LOCATED IN: 6teven C. Haley'
Atlanta SanFrancisco Oakland SanJose LosAngeles - Orange - San
Anchoraqe KansasCity - Ornaha - StLouis - Philadelphia - Clifton, New jersey - NewYorkCity �Iashington,D.C.
ASSOCIATED LABORATORIES
TESTING & CONSULTING
Cliernical 0 Microbiological 9 Environmental
1815 W. CHAPMAN AVENUE e ORANGE, CALIFORNIA §2668 - 714/639-1650 7141538-5303
EST. 1922
WOODWARD-14cNEILL AND ASSOCIATES 'Laboratory No. 5444
4000 West Chapman Avenue
Orange, California 92668 Date July 23, 197LL
Attn: Mr. Istvan Kalman
We have received your sample of 6 Soil Samples
RECEIVED July 8, 1974 MAR KE F - 2 70-- F
Project Name: Bay Shores Marina
and found: Note: Results are expressed on dry weight basis.
TOTAL TOTAL TOTAL TOTAL OIL &
ZINC CADMIUM LEAD MERCURY GREASE
SLIP NO. ppm ppm ppm ppm ppm
#1 - 87 0.357 0.166 1.583 0.009 620
#2 - 105 - 0.446 0.111 2.416 0-.007 680
#3 - III - 0.660 7.1333 0.085 1480
#4 - 132 - 0.428 0.008 3.208 0.030. 1200
#5 - 138 0.661 0.222 5.750
0.230 1960
#6 001A 0.303 0.002 2.000 0.065 400
Respectfully submitted,
Robert A. Webber
RAW/evp
Jul -
The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for publication in
part or in fu!I without our permission. This is in mutual protection to our clients and ourselves.
City of NeWport Beacin
3300 Newport Boulevard Newport Beach, California 92660
714/673-2110
W
June 21, 1974
Colonel John V. Foley
District Engineer
Department of Army
Los Angeles District
Corps of Engineers
P. 0. Box 2711
Los Angeles, California 90053
Subject: Bayshores Marina Dredging Permit
Dear Sir:
The City of Newport Beach has received a request from
The Irvine Company to allow a modification of the sub-
ject permit.
After reviewing the proposed modification, the City has
determined that it has no objections to the modification
of the permit. The City will modify its permit upon
notification that the Corps of Engineers has approved a
modification to the permit issued by the Corps,on March
13, 1974.
Enclosed is a letter from The Irvine Company to the Corps
of Engineers -and a copy of their letter to the City.
Very truly yours,
G n E'�
l Welden
Marine Affairs Aide
GEW:lf
THE IRVINE COMFANY
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
June 18, 1974
City of Newport Beach
Department of Marine Safety
70 Newport Pier
Newport Beach, California 92663
Attention: Mr. Glenn Welden
BAYSHORES MARINA DREDGING PERMIT APPROVAL OF MAY 17, 1974
Gentlemen:
The Irvine Company has reviewed the dredging process with the
marina and landside contractors regarding the effectiveness,,
desirability and practicality of the retardation basin method
of dredging and disposal. It has been quite evident that this
process is very complicated and will become a hardship on all
concerned.
The Irvine Company hereby respectfully requests that the dredging
permit be amended to allow for disposal of the dredged material
beyond the three mile limits. This office will provide'you with
the point of disposal longitude and latitude if so requested.
Your consideration in this matter is requested. An additional
copy of this letter addressed to The Corps of Engineers is
submitted for your disposition in forwarding this official
request to their office, also.
Please contact me if there are any questions or additional
submittals required.
Sincerely,
THE ARV INE COMPANY
L
K'a - I e/
Do a,,ld P. rpinen
Proj ect Manager
DPK: lg
'3 ,, 0 X e W p Or t. C an 1, & r -D'.%, V'E'
N e w p c)'��' BE ta Qa c 1-6' Cd a- -.'G: r; i a 9 2 6 5
(7141' 644-3011.
T une 18 �'
1J 1974
Mr. John V. Foley
Col.� CE
District Engineer
Department of -the Army
Los Angeles District,
Corps of Engineers
P. 0. Box 2711
Los Angeles, California 90053
BAYSHORES MARINA DREDGING PERMIT APPROVAL BY CORPS OF ENGINEERS,
MARCH 15, 1974
Dear Col. Foley:
The Irvine Company has reviewed the dredging process with. -_1-e
marina and landside contractors regardinc� the effectiveness
0 5
desirability and practicality of the retardation basin method
of dredging and disposal. It has been quite evident that this
process is very complicated and will become a hardship or, al-�
concerned.
The Irvine Company hereby respect -fully requests that tne dredging
permit be amended to allow for disposal of the dredged mat.erial
beyond the three mile limits. This office will provide you wit1n.
the point of disposal longitude and latitude if so requested.
Your consideration in this matter is requested. Please contact
me if there are any questions or additional submittals required.
Sincerely,
THE --IRVINE COMPANY/,,
Donald P. Karpinen
Project Manager
DPK: Ig
THE IRVINE COMPAW
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
July 17, 1974
Mr. Roman Zawadzki
Department of the Army
Corps of Engineers
P. 0. Box 2711
Waterway Controls
Los Angeles, California
Dear Mr. Zawadzki:
BAYSHORES MARINA PERMIT
Enclosed is The Irvine Company's check for $100.00 which is the fee
for the dredging application at The Bayshores Marina. It is my
understanding in speaking with Mr. Glenn Weldan, Marine Safety Division
.of'the City of Newport Beach, that the prior written letter from�The
Irvine Company dated June 18, 1974, will serve as the formal application
for.the dredging disposal revision.
A location map indicating longitude and latitude for'the disposal site
is submitted.,
Your cooperation in this application is appreciated.
Sincerely,
THE IRVINE COMPANY
.00.0
Donald P. Karpinen
Project Manager
K: Ig
cc: Glenn Weldan, City Newport Beach
certified mail
enc.
k
NEWPORT CENTER OFFICE `0- 1851
security Pacific National Bank
Builders of Tomorrow's Cities ... Today
1222
NEWPORT BEACH, CALIFORNIA
NEWPORT BEACH,
CALIFORNIA 92660
DATE CHECK NO.
-�,L\
AMOUNT
Voucher
No. 13 7 130 6
jul, .5,459
$ 10 0.00
PAY
TO
THE
ORDER
OF
U.S. Treasury
Department
THE , IRVINE COMPANY
12 2 2-11 113 S 14, 1 G 911,000 1 J3
2 11@
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SPLCO-0
DEPARTMENT OF THE ARMY 'ZJECL� JIVED
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P. 0. BOX 2711
LOS ANGELES, CALIFORNIA 90053 MAR 19 1974
IRVINE PACIFIC
15 March 1974
g 14
The Irvine Company
610 Newport Center Drive
Newport Beach, California 92660
Gentlemen:
Your permit dated 13 March 1974 has been validated and is inclosed.
A Notice of Authorization and two:copies of forms for reporting the
status of the work are also inclosed.
Sincerely yours,
3 Incl PJOHN V. FOLEY
1. Permit COL, CE
2. Notice of Authorization District Engineer
3. Status of Work (dupe)
PEE
Q 1974
C A 1, ANY
Coq-,�rRQiAL
y
Rt
DEPARTMENT OF THE ARMY
PERMIT
U. S. Army Engineer District, Los Angeles
Corps of Engineers
Los Angeles, California
V�' 13 March 1974
The Irvine Company
610 Newport Center Drive
Newport Beach, California 92660
ro
, po
Gentlemen:
Referring to written request dated 20 October 1972
e recommendation of the Chief of Engineers, and under the provisions of
Section 10 of the Act of Congress approved March 3, 1899 (33 U.S.C. 403),
entitled "An act making appropriations for the construction, repair, and pres-
ervation of certain public works on rivers and harbors, and for other purposes,"
you are hereby authorized by the Secretary of the Army
to dredge about 3,000 cubic yards of material, to deposit this dredged
material in a diked land disposal area, to place about 600 tons of riprap,
to remove existing pilings and floats, and to install new pilings and floats
ewport Bay, Pacific Ocean
at Bayshores, Marina, 2572 Bayshore Drive (Lot Nos. 1 through 21, Block No. 5,
Tract 2095), City of Newport Beach, County of Orange, California- --
Tn—accordance with the plans and drawings attached hereto as one sheet marked:
"Proposed New Restroom Facilities, Piers, Boat Slips, and Dredgingfor Bayshores
Marina" dated 31 March 1971, revised 20 February 1974.
iiigfe—ct—t—o the following conditions
Note: This authorization is also under Section
Pollution Control Act).
FORM
SPL I JUN 73 581
(ER 1145-2-304)
(ER 1145-2-303)
of the Federal Water
PAGE 1 OF 4
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(a) That this instrument does not convey any property rights eit her
in real estate or material, or any exclusive privileges; and that it does
not authorize any injury to private property or invasion of private rights,
or any infringement of Federal, State or local laws or regulations, nor
does it obviate the necessity of obtaining State or local assent required
by the law for the structure or work authorized.
ZI
(b) That the structure or work authorized herein shall be in accordance
with the plans and drawings attached hereto and construction shall be
subject to the supervision and approval of the District Engineer, Corps of
Engineers, in charge of the District in which the work is to be performed.
(c) That the District Engineer may at any time make such inspections
as he may deem necessary to assure that the construction or work is performed
in accordance with the conditions of this permit and all expenses thereof
shall be borne -by the permittee.
(d) That the permittee shall comply promptly with any lawful regulations,
conditions, or instructions affecting the structure or work authorized herein
if and when issued by the Environmental Protection Agency and/or the State
water pollution control agency having jurisdiction to abate or prevent water
pollution, including thermal or radiation pollution. Such regulations,
conditions or instructions in effect or hereafter prescribed by the
.Environmental Protection Agency and/or the State agency are hereby made a
condition of this permit.
(e) That the permittee will maintain the work authorized herein in Spod
condition in accordance with the approved plans.
(f) That this permit may, prior to the completion of the structure or
work authorized herein, be suspended by authority of the Secretary of the
Army if it is determined that suspension is in the public interest.*
(g) That this permit may at any time be modified by authority of the'
Secretary of the Army if it is determined that, under existing circumstances
modification is in the public interest.* The permittee, upon receipt of a
notice of modification, shall comply therewith as directed by the Secretary
of the Army or his authorized representative.
(h) That this permit may be revoked by authority of the Secretary of
the Army if the permittee fails to comply with any of its provisions or if
the Secretary determines that, under the existing circumstances, such action
is required in the public interest.*
(i) That any modification, suspension or revocation of this permit shall
not be the basis for a claim for damages against the United States.
(j) That the United States shall in no way be liable for any damage to
any structure or work authorized herein which may be caused by or result
-from future operations undertaken by the Government in the public interest.,
(k) That no attempt shall be made by the permittee to forbid the full 'and
free use by the public of all navigable waters at or adjacent to the
structure or work authorized by this permit.
(1) 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.
(m) That the permittee shall notify the District Engineer at what time
the construction or work will be commenced, as far in advance�of the time
of commencement as the District Engineer may specify, and of its completion.
Page 2 of 4
-Inv
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(n) That if the structure or work herein authorized is not completed on
or before 31st day of December , 19 77, this permit, if not previously
revoked or specifica ' lly extended, shall cease and be null and void.
(o) That the legal requirements of all Federal agencies be met.
(p) That this permit does not authorize or approve the construction of
particular structures, the authorization or approval of which may require
action by the Congress or other agencies of the Federal Government.
(q) That all the provisions of this permit shall be binding on any
assignee or successor in the interest of the permittee.
(r) That if the recording of this permit is possible under applicable
State or local law,.the permittee shall take such action as may 1)e necessary
to record this permit with the Registrar of Deeds or other appropriate
official charged with the responsibility for maintaining records.of title
to and interests in real property.
(s) That the permittee agree to make every reasonable effort to prosecute
the construction or work authorized herein in a manner so as to minimize any
adverse impact of the construction or work on fish, wildlife, and natural
environmental values.
(t) That the permittee agrees that it will prosecute the construction of
work authorized herein in a manner so as to minimize any degradation of water
quality.
(u) That mobile waste pumpout facilities be operative before the
fl j Uur,1;1�-il L Ct,� L.0 Wlitf L [I"-1- Ul' IIU L zsuzspell3lurl, mociii-icazion or revocation is in
the public interest involves a consideration of the impact that any such action
or absence of any such action may have on factors affecting the public intErest.
Such factors include, but are not limited to, navigation, water supply, flood
damage prevention, ecosystems, and, in general,, the needs and welfare of the
people.
PAGE 3 OF 4
, 4t
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I
SPECIAL CONDITION
That the permittee, upon receipt of a notice of revocation of this permit or
upon its expiration before completion of the authorized structure or work,
shall, without expense to the United States, at the direction of the Secretary
of the Army and in such time and manner as the Secretary or his authorized
representative may direct, restore the waterway to its former condition. If
the permittee fails to comply with the direction of the Secretary of the Army
or his authorized representative, the Secretary or his designee may restore
the waterway to its former condition, by contract or otherwise, and recover
the cost thereof from the permittee.,
iu--thority of the Secretary of the Army:
ve
141JOHN V. FOLEY -97T 4W Date
COL, CE
District Engineer "
Pormittee hereby accepts the terms and conditions of is permit.
4
Pei�mittee Date
Douglas P. Schnorr
Director,, Commercial Dev.
TheIrvine Company
(B)
PAGE 4 OF 4
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CITY OF NEWPORT BEACH
3 )�- �eR? CALIFORNIA
MARINE SAFETY DEPARTMENT City Hall
F o VVL
3300 W. Newport Blvd.
Area Code 714
673-2110
March 13, 1974
TO: LARRY LEAMAN
FROM: Marine Safety Department
SUBJECT:, BAYSHORES MARINA - PERMIT MODIFICATION
The City Council, at their regular meeting held March 11,
approved (1) the deletion of the City condition that "only
sailboats be tied on the inside slips", (2) that the Orange
County Board of Supervisors amend their County Tidelands
Lease with -The Irvine Company deleting this same requirement.
The Marine Safety Department has advised the Irvine Company
by telephone on the above City Council action.
For expedient purposes, could you make the necessary con-
tact at the County level reference the Board of Supervisors
amending the subject lease. Please advise me if it is
necessary for the City to follow up.
D. Harshbarger, Captain
Marine Safety Department
DH:lf
Attachment
............
1HC IRVINE COMPAW
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
March 12, 1974
Mr. Roman Zawadzki
Department of the Army
Corps of Engineers
P. 0. Box 2711
.Waterway Controls
Los Angeles, California
Dear Mr. Zawadzki:
BAYSHORES MARINA
Enclosed is.the original sepia with revisions of the dredging
layout for the Bayshores Marina.
This sepia has been revised.,to.indicate the additional detail
for -the rock rip -rap and notes thereto.
Two additional copies are also provided. Should you have any ques-
tions, please call me.
Sincerely,
THF/)IRVINE COMPA�Y
Donald P. Karpine
Project Manager
DPK: lg
cc: Dept. of I Marine Safety, Newport Beachl,"�'
Glenn Weldan
hand delivered
MARINE SAFETY DEPARTMENT
70 Newport Pier
March 11, 1974 ITEM NO.: H-13
TO: MAYOR CITY COUNCIL
FROM: Marine Safety Department
SUBJECT: BAYSHORES MARINA, PERMIT MODIFICATIONS
(HARBOR PERMIT #129-2572)
Recommendation
If desired, (1) delete the City Harbor Permit Condition #2-d,
it that only sailboats be tied on the inside slips", and (2)
request that the Orange County Board of Supervisors amend their
County Tidelands lease with The Irvine Company deleting this
same requirement.
Discussion
Harbor Permit #129-2572 was, approved by Council on February 26,
1973. Condition of approval #2-d placed on the permit and
,approved by Council reads:
"Sailboats(shall) be tied on the inside slips and
that this,.'requirement be written in the County lease
requirement".
This condition was placed on the permit at the request of a
Bayshores bayfroht resident who expressed concern about exhaust
from motor boats moored adjacent to the bulkhead,_
On January 12, 1974, a petition was circulated among Bayshores res-
idents requesting that the "sailboats location berthing condition"
be withdrawn.
The reason is that.the slips where power boats would be permitted
(those facing bayward). are all 321 or longer, resulting in no berth-
ing at all for smaller power boats owned by numerous Bayshores
residents. The petition presented to the Joint Harbor Committee
and Harbor Commission was signed by ten of the thirteen waterfront
residents.
The Irvine Company has agreed with this request -and has agreed to
.work with both Bayshores residents and boat owners to arrive at
berthing placementsatisfactory to both bayfront residents and
Page Two
boat owners.
"1711TE-7 IRVINC COMPANY.
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
February 28, 1974
REGISTERED MAIL
RETURN RECEIPT
Mr. Roman Zawadzki
Department of the Army
Corps of Engineers
P. 0. Box 2711
Waterway Controls
Los Angeles,, California
'Dear Mr. Zawadzki:
BAYSHORES MARINA
Submitted herewith are two plans of the rip -rap detail and layout
for the Bayshores Marina. This improvement was requested by the
South Coast Regional,Commission and i,s in compliance with mitigated
recommendation as originally proposed within the Environmental Impact
Report dated December 5, 1974, of which you have a copy.
Sincerely,
THF/)IRVINE COMP
Donald P. Karp2ine
Project Manager
DPK:,lg
enc.
c.c: Glenn Weldan
Dept. of Marine Safety
-11-E IRVINE COMPAW
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
February 20, 1974 REGISTERED MAIL
RETURN RECEIPT
Mr. Roman Zawadzki
Department of the Army
Corps of Engineers
PO Box 2711
Los Angeles, California
Dear Mr. Zawadzki:
BAYSHORES MARINA
Enclosed is the original sepia of the dredging layout
for Bayshores Marina. This sepia has been revised
to indicate the minor change in dredging limits
adjacent to the bulkhead. Areas affected are front-
ing lots 3 7 (portions and Lots 9 - .13, Tract 2095.�
We trust this resubmitta.1 will provide the necessary
document'as requested per telephone conversation of
Wednesday, February 13, 1974 with you.
An additional copy of the dredging plan is also
submitted for your files.
Yours very truly,
E COMPANY
T7
Donald P. Karpinen
Project Manager
DPK:dw.
Attachmnt
cc: Mr..Glenn Weldan
Dept of Marine Safety
Newport Beach, Ca
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lie 20"
wsqui DRIYE
wo,, witiTy
R,
"fill
4 FS STUD� fLAN REVISED fRom Sim TIAN V
SLIrS flt()� IN fROAT Of UhCH
it
i S. mv, JUNE 6, 1511
MA LOTS
(),I�T r1DAD 191
31s
LQ?i
20 GRAPHIC s(kU N F111"
REIN FROST
AkNc AssocIA-r"
bAYSHOu DRIVE
.; _Z7 A NOR PILE (TIM
T� F
—.40 P K 0 P 0 s [ p
N W RESTKOON FACILITIES, PIUS,
MST "MUD—i
NA.L W b.0 A T SLIP, AVIII I)XIDGINC,
-1.00 FOR
PKEDGE TO -119 *&AY S N 0 R E S M ARINA'
TO
S I S,LOPE -110 NEWPORT bikll, CALIF
111ST MIND—
mAug 61 191 1
A P P L I CAT [ 0 N &Y
I R v I N E COMPANY
i EATU D K I V k
W E V P I I T h E A C 8, C IQ L I f I I i 19
N �k!
7) -n
S'.0tn
'rid
Nays
Motn
2nd
Nays
Motn
2nd
Nays
REGULAR. MEE,
NEWPORT HARBOR JOINT HARBOR COMMITTEE
February 13 1974 3:30 P.Ml.
ATTENDANCE
1. . APPROVAL OF MINUTES (January 8, 1974).
Staff suggests that Item 4 of the minutes be
amended to reflect that the Committee deferred
action on the requested permit pending submittal
of data substantiating the need for a variance
from permit policy.
2. S ELECTION OF AN ACTING CHARIMAN FOR FEBRUARY
MEETING
Digest: Councilman Kymla, the, Chairman, no
longer serves on the Committee a4d Commissioner
Robinson, the Vice -Chairman will not be present.
RECOMMENDED ACTION: Select an acting chairman
for the February meeting.'
3. REQUEST FOR PERMIT MODIFICATIONS, BAYSHORES
KARINA
Dige�t: When the City Council of Newport Beach_
approved a permit application for the redevelop
ment of Bayshores Marina, a condition imposed
was that only sailboats be allowed to oecupy
inside slips and that this requirement be written
into the County tidelands lease. The re'ason.was
a complaint by at least one waterfront resident
that, should powerboats be allowed.to berth in
said slips, the'exhaust therefromwould be
directed toward the residences.' Subsequently,
on December 18, 1973, the Board of Supervisors
approved a lease amendment dontaining such a
requirement.
Presented to the Committee is a peti'tion signed
by certain Bayshores residents, including ten of,
13 waterfront residents, requesting that this
condition be withdrawn. The reason is that the
slips where pQwerboats would be permitted, those
facing bayward, are all 32' or longer, resulting
in no berthing at all for smaller powerboats.
RECO1,1MENDED ACTION: Determine if the condition
of only sailboats to be berthed in the inside
slips should be removed, and if,so, recommend
that the City Council remove said -condition
and that the Council request that theBoard of
Supervisors'remove said condition from the
County Tidelands lease.
X1,
January 12, 1974
WE the undersigned are Bayfront owners of property adjacent to the Bayshores Marina. We
have read the Irvine Company's letter of January 11, 1974 to John Andreson, Jr, We agree
with the contents of the letter and request that the sailboat restriction be removed.
NAME ADDRESS
1. AA,,
-7c,
2.
7, ef JO;�-
3*
4* -11430
6.
AA
'January 12, 1974
WE the undersigned are residents of Bayshores and owners of sma-11'power boats under 26 feet,
presently moored in the Bayshores Marina. If the Marina Is reconstr ' ucted with the condition
that sailboats only may moor in the Inside slips, the shortest slip.avallable to us would
be 32 feet. This would create a hardship for us in that It would be unfeasable to pay for
a slip of that length and we would have to move to another marina. The removal of our boats
from the Marina would totally destroy one of the Important parts of the water oriented com-
munity of Bayshores, that of being able to walk to your boat from home. In addition, this
will create additional congestion In Bayshores by sailboat owners in the slips of our dis
placed boats. Our seeking of other space outside of Bayshores will also create additional
traffic In the City of Newport Beach. We ask that this condition Imposed in the reconstruc
tion of the be removed
AD!��
JC_
�L/� LENGTH OFBOAT
2. 2-0-
Z T"t,
t,,\-/ - I I 24iry's
49
10.
12.
13.
14.
15.
16.
17.
18.
19.
20.
January 12, 1974
WE the undersigned are not Bayfront owners of property adjacent to the Bayshores Marina
nor are we owners of small boats under 26 feet In the Marina, but feel that the restric-
tion relating to sailboats only on inside slips should be removed. This restriction
eliminate the small bay boats that are so much a part of life in Bayshores.
2. 24q
3.
4,
5.
Nu� 19
6.
741 L46,11
9.
10.
11.
12.
13.
14.
15.
16.
17.
26.
-27-
Dear Mr. Andreson-.
With regard to the points raised in our meeting this morning, The Irvine
Company realizes that the City imposed condition requiring sailboats only
on the inside slips when reconstructing Bayshores Marina would result in
a hardship to those who own small power boats. This occurs because the
plan as approved, including this condition, would make the shortest slip
available to a power boat in the Marina thirty-two (32) feet.
-1WE IRVINE COMPANY
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
ian*uary 24, 1974
Department of the Army
Corps of Engineers
P. 0. Box 2711
Los Angeles, California 90053
Attention: Roman Zawadzki,'Construction
Operations Division
Gentlemen:
We are pleased to submit to your office a copy of the
South'Coast Regional Commission resolution approving
the Bayshores Marina project as proposed by The Irvine
Company.
Your attention in processing the necessary approvals from.
your office is requestedas The Irvine Company anticipates
construction to become a reality within 3 months, with the
cooperation and further approvals of. the remaining juri's-
dictional.agencies involved.
Sincerely,
TH RVINE COMVANY
onald P. Karpi n
Project Manager
Commercial Development
DPK:lg
enc.
cc: Depti of Marine Safety, Newport Beach
Mr. Gl.ennWelden
RONALD REAGAN, Governor
STATE OF CALWORNIA
(�AIIFOR,NIA '�--OASTI'%L /ZONE COMMISS'iON
'SOUTH COAST REGK-';N.r'-', '- C,,V� 11 S, S i 0 N
666 E. OCEAN BOULEVARD, SUITE 3107, RECEIvEj>
P.O. Box u50
LONG EEACH, CALIF02NNA '70301
(2.13) 436-4201 (714) S46-064 J AN 2 1
C'T T F'L1,TT T
_u TION OF PPROVAJ-i A, ND PE L i�.L
RES UT
Application P-3-19-73-408
Name of Applicant: Irvine, Co.
550'Newport Center Dr.t Newport Beach 9266o
Permit Type:, Standard
AcLminist'rative
E,rnergency
Development Location: 2572 Baysho-re Dr., Newport Beach
Develo-oment DescriptJon: Reconstruct Bayshore Mai-ina with 130
slips, add 2 new restrooms and renovation of parking lot. Also,
creation of 2 lots for,residential use, (single-fw-nily dwelling).
Commission Resolution:
I. The South Coast Conservation Commission finds that the proposed
development:
A. W±W111ill not have a substantial adverse environmental or
ecological effect in that:
it is consistent with the . existing development and planning
in the vicinity.
fLesoiution o_i i".pprova-I ar,-Id kerm2_t Page
with the findings and declarations set
'B'. Is/tscxi6t consister�u
forth in Public Resources Code Sections 27001 and 27302 in.
that:
it does not,hinder the preservation of uncommitted coastal
zone resources.
C. Is subject to the followingother resultant statutory provisions
and policies:
City of Newport Beach zoning and building ordinances.
D. Is/Axx� consistent with the aforesaid other statutor-y pro—
visions and policies in that:
Cityhas issued approval in concept.
E. The following language and/or'drawings clarify and/or facilitate
carrying out the intent of the South Coast.Regional Zone Con—,
servation Commission:
site location maDs nlot Dlan aDDlication and approval in concept.
Wherea s, ata public hearing held on January 7, 1974
(date)
Long Beach
at
by an unanimous' t�cx vote hereby ap p r o v e s
the application -for Perm. it Yfu=_er P-3-19-73-408 pursuant
to the California Coastal Zone Con7s—ervation Act of 1972, sub*
jectu to the followi ' ng conditions imposed pursuant to the Public
Resources Code Section 27403:
None
Resolution of Approval and Permit Page 3
'III. Said terms and conditions shall be perpetual and bind all future
owners and possessors of the property o r any part thereof. unless
other�,rise specified herein.
IV. Section 560 of the Rec-ulations of the California Coastal Zone
Conservation Cc=issfon specifies that no structure or area of
land or water shall be used or occupied in the manner authorized
by the permit or in any other manner until the Executive Director
has issued a Certificate of Compliance with the -terms and con-
ditions of the permit.
VO The grant of this permit is further made subject to the follo-Wing:
A. That this permit shall not become effective until the verifi-
cation has been returned to the South Coast Regional Conser-
vation Commission upon which copy all permittees have acknow-
ledged that they have received a copy of the permit and under-
stood its contents. Said acknowledgement should be returned
within ten working days following issuance. of this permit.
B. That upon completion of the activity authorized by this,permit
the permittee(s) shall promptly complete the "Notice of
Completion" andfile it with the Executive Director of this
Regionpl Commission.
�C. That said development to be commenced on or before
180 days from effective date of approval
VI. Therefore, said Permit (Standard, bd'mdmi-,E�t
Number , P-3-19-73-408 is hereby granted/dzn=d,' for the above.
described development only, subject to the above,conditions
and subject to all terms and provisions of the Resolution of
Approval by the South Coast Regional -Conservation Commission.
VI I. Executed at Lonz-Beach Californi,:a on behalf of
the South Coast Regional Conservation Commission on
January 21 1074
M.J. Carpengr
Executive Director
wk
8 1-73
w7-
THE IRVINE COMPAW
610 Newport Center Drive
Newport Beach, Ca.lifornia 92663
(714) 644-3bi 1
January 15, 1574
Department of the Army
Corps of Engineers
P. 0. Box 2711
Los Angeles., California 90 ! 053
Attention: Roman Zawadzki, Construction
Operations Division
Gentlemen:
THE BAYSHORES MARINA, P -408i,
i (P-�3-19-73) COASTAL COMMISSION AGENDA
The South Coast Regional Co i mmission unanimously gave their approval
for the Bayshores Marina project at their January 7, 1974'.. Hearing.
The project was approved as� originally designed and submitted.
The amount of dredging hasbeen reduced to approximately 3,000
cubic yards by deleting specific dredging areas. These areas are
reflected, upon a plan layout submitted herein.
The commission also allowed the proposed floating "honey -bucket",
a boat which the Irvine Company now has in operation in lieu of
an attached, permanent pump out station at each marina. This method
of service has the approval of the City of Newport Beach Joint Harb or
Department, Parks Beaches and Recreation, and The Orange County
Board of Supervision.
Please contact me should you have any questions..
Sincerely,
THE IRVINE, COMPANY
Donald P. Karpinen
Project Manager,.Commercial Development
DPK:lg
attached
cc: Glenn Welden, City of NPB
Marine Safety Dept.
December 20,, 1973
Department of the Army
Corps of Engineers
P. 0. Box 2711
Los Angeles, California 90053
K
, k1
THE IRVINE COMPAW
610 Newport Center Drive
Newport Beach, California 92663
(714) 644-3011
Attn: Mr. R. P. Young
Chief,, Construction -Operations Division
Dear Mr. Young:
THE BAYSHORES MARINA, DREDGING,_NEW PILING AND DOCK CONSTRUCTION
BAYWARD OF LOTS 1 THROUGH 21, BLK 5, TR 2095
Thank you for your letter of December 17, 1973, requesting the
required authorization from the California Coastal Zone Conser-
vation Commission.
The initial Coastal Hearing. on the marina application was held
June 11, 1973, at which time the commissioners voted 6 yeas and
4 nays, with 1 abstension and 1 -absent. However, since there
was dredging involved, the project required 8 affirmative votes,
(or 2/3 majority) and, therefore, the -project was denied. We
have, since that time, made subsequent investigations and have
resolved the issues which -were objectionable to the commissioners
who voted against or abstained from voting for the project.
The next hearing at the Coastal Commission is January 7, 1974,
at which time it is expected the project as now submitted will
be approved. (less dredging is -proposed)
You have requested that the authorizations from the commission
be received within 30 days of the letter date, or January 17,
1974. With the approval of the commission on January 7, 1974,
and the standard 10.days waiting period prior to taking effect,
we will be right at the January 17, 1974, deadline.
The Irvine Company will notify you directly via telephone after
the hearing on the marina project as to the commission's action.
Whether or not you will receive the authorizations from the
commission by the 17th of January does concern me. Therefore,
will you accept the verbal confirmation from The Irvine Company
in lieu of the commission's authorization; otherwise an extension
until February 17, 1974, for your office to receive the written
December 20, 1973 Page 2
Department of the Army
Los Angeles, California
BAYSHORES MARINA
authorizations from the commission is hereby respectfully
requested.
Sincerely,
THE IRVINE COMPANY
Donald P. Karpinen
Proj6ct Manager
Commercial Division
DPK:lg
cc: City of Newport Beach v000'
Marine Safety Dept.
70 Newport Pier
Newport Beach, Ca 92660
Certified Mail
D
P>
e
IN RE: R EP 0 R T AUTOMOTIVE V'EHICLEES PURCHASE SCHEDULE FO__R FY 73-74
DEPARTMENT OF TRANSPORTATION
On motion of Supervisor Diedrich,.duly seconded and unanimously
carried by*Board members present-, the report on Automotive Vehicles
Purchase Schedule for FY 73-74 submitted by the Director of the Department
of Transportation and Communications, dated Dece-mber-11, 1973, is received
and ordered filed and the purchase of 11 compact Datsun pickup trucks for
County of Orange.fleet operations, is approved.'
IN RE: AUTHORIZE PUBLICATION OF.SYNOPSES IN THE ORANGE CITY NEWS
On motion of Supervisor Diedrich, duly seconded and unanimous -Ly
carried by Board members present, the Clerk is instructed to'publish the
Svnopses of 15he- minutes of the meetings -of the Board of SuDervisors of
Orange County in the Orange City News during the months of January and
L
February, 1974.
IN.RE: AMENDMENT TO OPTION AGREEMENT BAYSHORE MARINA, LOWER NEWPORT
BAY MPANY
THE IRVINE C01
On motion of Supervisor Diedrich, duly seconded and unanimously
carried by Board members present, the Chairman and the Clerk are author-
ized to sign the Amendment to Option Agreement, dated December 18, 1973,
to.the Option Agreement dated January 2, 1973, between the County of
Orange and The Irvine Company, providing for a six months exti�nsi6n to
allow - time to obtain necessary governmental approvals for the redevelopment
of" a boat berthing facility adjacent to the Bayshore Community
PM 1002-20
Lower Newport Bay (Bayshores Marina).
"g,
13
..................
Til -
MINUTES OF TH r_
E BOARD OF SUPERVISORS
,OF.ORANGE COUNTY, CALIFORNIA
December 18, 1973
LJ
IN RE: R EP 0 R T AUTOMOTIVE V'EHICLEES PURCHASE SCHEDULE FO__R FY 73-74
DEPARTMENT OF TRANSPORTATION
On motion of Supervisor Diedrich,.duly seconded and unanimously
carried by*Board members present-, the report on Automotive Vehicles
Purchase Schedule for FY 73-74 submitted by the Director of the Department
of Transportation and Communications, dated Dece-mber-11, 1973, is received
and ordered filed and the purchase of 11 compact Datsun pickup trucks for
County of Orange.fleet operations, is approved.'
IN RE: AUTHORIZE PUBLICATION OF.SYNOPSES IN THE ORANGE CITY NEWS
On motion of Supervisor Diedrich, duly seconded and unanimous -Ly
carried by Board members present, the Clerk is instructed to'publish the
Svnopses of 15he- minutes of the meetings -of the Board of SuDervisors of
Orange County in the Orange City News during the months of January and
L
February, 1974.
IN.RE: AMENDMENT TO OPTION AGREEMENT BAYSHORE MARINA, LOWER NEWPORT
BAY MPANY
THE IRVINE C01
On motion of Supervisor Diedrich, duly seconded and unanimously
carried by Board members present, the Chairman and the Clerk are author-
ized to sign the Amendment to Option Agreement, dated December 18, 1973,
to.the Option Agreement dated January 2, 1973, between the County of
Orange and The Irvine Company, providing for a six months exti�nsi6n to
allow - time to obtain necessary governmental approvals for the redevelopment
of" a boat berthing facility adjacent to the Bayshore Community
PM 1002-20
Lower Newport Bay (Bayshores Marina).
CERTIFIED 114AIL - RETURN RECEIPT UQUiSTED
17 December 1973
The Irvine Company
610 Newport Center Drive
Newport Beach, California 92660
Gentlemen,.
Reference Is made to your letter dated 26 October 1972 requesting a
permit to dredge about 4,000 cubic yards of material from an area approx-
imately, 1,25-0 feet by 50 feet and to remove existing pilings and docks
and put in new pilings and docks bayward of Lot Nos. I through 21, Block
No. 5, Traet 2095, Bayshores Marina, 2572 Bayshore Drive, Newport Reach,
Orange County, California, and Public Notice No. 14-73 dated 20 March 1973.
In view of insufficient information to further process your application,
it is requested that required authorizations from. the California Coastal
Zone Gouservation Commission be submitted vithin thirty (30) days from
the date of this letter-, or your application for a Department of the Army
permit will be considered withdrawn.
Sincerely yours,
R. P. YOUNG
Chief, Construction -
Operations Division
City of Newport Beach
Harine Safety Dept.
70 Newport Pier
Newport Beach, Ca 92660
AG
E-&rV3:p,0N,v,F_NTAL 'PROTECTION
DFJMGE SPOIL D-ISPO-SAL
1�rnose
.0 this sun -nary is to PrOv; de a
The purpose 01. uti,42er: by the
Spoil Disposal Criteria (DSDC)
of the Dredge. L
Environmental Protection Agency Reg] 0:1 IX-
DSDC are the re ional office interPretat'On
9 Register of
of the criteria published --n the Federa.A-
of the
CO Section, ';_U12
oc-ober 1973 pursuant 4 Act of 1972 (PL 92-532)
ries
P-,,-Otection, Research and Sanctua-
tle territorial sea, co-tiquous zon�e, and ocean waters.
�1 _zdelines are published Pursuar
N.11-11 also be used until gu- Control 7�Ct
sec+ -Jon 404(b) of the Federa ,.Water Po"lut"Or,-
or inland navigable waters (waters Of
i
972 (PL 92-500) f tor4al sea).
un_`Lted states excluding Ithe terri
L"SDC will be used in the evaluatiOn Of 03(a)
Engineers permits pursuant to Section I
r corzos . Of j Engineers
FWPCA72 a -rid '(2) Corps oy-
and Section 404(a)
4'ec-s for new and maintenance dredging.
Classification
Dredge material will be considered
<)ne of the following conditions:
The dredge material wil, be consiaered unpollt;�te-d
y of sand and/or 9�'-ave Or of an�?
is composed essentiall' -is with
other naturally occurring sedimentary materia 1,1Y
han silts an4_911.�Ly_sl generall
parj;:�cl,e s..izPP..._IArg_ez_t_
-'nd in ii�iet channels, ocean bars, ocean entrance
LOU and estuaries, and other areas Of
channels to sounds
normaliy high wave energy such as predominates at open
coastlines.
'dered un olluted if the
11 be consL P
mLhe dredge material wi- is adequatew
water quality at and near the dredging site -
according to the applicable State water quality standardso
for the propagation of fis . h, shellfish and wildlife; and,
,if the biota associated with the na-aterial to be dredged
are typical of a healthy ecosystem -10 taking into account
dredging.
the normal frequency OL
A..
B.
unpolluted if it
This docurr.ent is ifi mol;,miwy cra"L. InC pct
bee -,i formally feleasild �,, EPA 3nd
stare by constri-ed in re�)r:,Pnt kerx,,,
Is ;Mng circulated for c-,:nrnent or,
accuracy and poli.,y
J.
f
The dredge mate ial will be considered unpol'uted
"standard elut'riatell in which the concentratiOn,
produces a 1.5 -imes the
of no "major constituent" is more than L� ��er -
a constituent in wa" from
concentration of the sam
the proposed disposal site used for the testing.
The "standard elutriate" is the supernat-ant resulting
ute shaking of one part bottom
from the vigorous 30 -min ,
sediment with four Parts of water (by weight) from the
t- L.
proposed disposal site o1jowed by one hour of set 1".19.
'fugati0n-
and appropriate filtration or centra_4..
"Major constituents" are those water quality Parameters
deemed critical for the proposed dredging and disposal. -
sites, taking into account %,n0w_II Po'n- - or area source
L. possible presence in
d ischarges in the area, and he
er4alS in 40 CFR 227.22 and;
the-A.r Wastes Of the =at 4.
227.31.
Elutriate Analyses
r4ate and the water
The following tests on the elut.- -,I .
a for all ProDacts:
from the disposal site are require L
(1) Immediate oxygen Demand (Pr.A-Or tO� sett"'15",
on elutriate only)
(2) Biochemical oxygen Demand (5-da.v, 20*C),.
Solids
(3) Suspended A. -
.(4) organohalogens
Wk -len disposal is proposed inland navigabG waters
the following tes s are rGqu red greater
than 50,000 CY:
0,
(5) Phosphorus (t0tal)
(6) Total Kjeldahl.1N,.-6.trO9en
(7) Nitrate
Bottom 'Sediment' Analyses,
The follow'ing bottom
sediment analyses'(drY
weight
basis) are required
for all projects:,-%
Parameter
0.
LI'mit
(1) Mercury
I ppm
(2) Cadmium
2 ppm
-11
(3) Lead
50 pp"
NO T 110 E
(4) Zinc
130 ppm
(s)' oil and�GreasP-
1500 PPM
lhl� docum?,it is in �)ret;min)ry
refleISQI by EPA
stag, 61 Comwifffi to ;Cnro"o".� i'L 'ACO
is being circul-ited !�t
bc';Ura�j 4nd p�kcy
rd
ivlK�
Additional,Tests.
-by-case basis may be
Additional testing on a c - ase
required (bioassays, addltional,ma�or constituents
additional heavy MOtals)
Results
p A.
The volume weighted average of all sam,.Ies is used
�ajor constituent" vaj.
ato determine the '%,,
BOD) in the elutriate t ' est, and the value.,(QO5,Q,j?
ppm Hg) in the bottom sediment analysis.
SaMling 2nd Analys'is-
Sampling techniques and analytical procedures are to
conform to Regional Of-fice laboratory standards. A
echniques and procedures is
manual describing these t IX I
in preparation. on an interim basis, Region 4.
Surveillance and Analysis Division Laboratory
personnel should be contacted (415-273-7502).
Dredcje* 'Spoi Di'sp'osal: 'Sites
Decisions concerning the disposal of dredge material will be
I
based on considerations of'the actual need for such disposal,
alternatives to open water disposal, the nature and extent
and the ec r
of the environmental impact, oomic costs or bene I fits
involved.
Based on the prese nt state of knowledge regarding dredge spoil
disposal, land disposal is usuany the most environmentally
acceptable means of disposal. It is recognized that land
disposal is not always feasible due to lack of acceptable
sites, dredging techniques available, economic factors, etc -
Therefore, open water disposal of dredge spoils may be a
necessary alternative.
Guidelines, which are based upon the DSDC, are defined for each
site in the attached list. The selection of a disposal site
for dredge material will be based on the application of these
site guidelines.
An applicant proposing a dredge spoil disposal site not herein
listed shall be required to prepare an acceptable environmental.
assessment of the proposed disposal.
NOTIOL
11ils document ;s in preiiniinary (Ir�ft. it h�� not
beta forinzily le;easeJ by UA 4nd dluiJ rd ..'t this
slags by constmed to (eprcsni /,gurcy
Is being circulated for w;imept oli I% 1:4.iji �a;
ficcuacy ind Policy
I,
vrecge S20il I)isposal
Ios Angeles DIst-*':i-ct
ineerS
corps Of. B . ng.
fix,
34�05'00 14
-100 Fathm
2ort Huena�e 3.7 nautical Miles :Zzaa shore
Distance'- 200 -Acathcals
Depth:
Size,.* 1000 yard rac
Site Guidelines.,
All projects: �cceed ter. (lo) tin -es tll-- CC),
-ay e
a Major constituents r' - tituents in the water frCm
centration Of the salTe Cons
the proposed &-LsPOsal site an the lutriate test (VOI%7
wp_icjhted average) - the I:L-,c&t in the bot:" -Dm se`3L"ant r .
b. Parau-0ters =y exceed ()%. (VOILue weighted average) -
analysis by Mre than 5 11811712 . 4"117
2. IOs Angeles -100 Fathom 33:37'06"N,
cal nlles :ZrCn
, shore (5.8 nautical
Distance'- 5.3 naUti 0-a Zos Angeles Harbor) -
nLiles frOm =uth
100 fathaus
Depth: .4
Size l000 yard radius
Sij:e Guidelines: I _(10) tilTes the con -
All projects:
Major constituents ray exceed ten
-e constituents in the water frcm
tlne s&rL
centration 04
ite in the elutriate test
the proposed disposal s
ictted average) bottCm sedUrOnt
(Volmla we , exceed the I ln'a'.t in the
b. pararmters 'MY r0% (volwa weighted average)
I:' -Ulan
analy,4z by MrG
33931042" 117054'48011
LA. 3. Newport r)each
Distan0e*- 4.0 nautical Miles f =a hathor
Depth: 250 f athorrLs
Size: l()OO yard radius
Site Guidelines:
All projects: -nay exceed ten (10) tilyes the cc'r'-'
0 ae', Major constituents I constituents in the water frW
1� centration of the sam te in the p
S, _lutriate test
the proposed disposal `
(voluTe weighted average)e t in the bottCm sedil-rent
Parameters ftay exceed the Limi ighted average).
analysis by ITOre than 50% (VOILul� we_
32035'00"No 117'.17'30 K-
LA c, -m DiegO - POint LC'ra
5 rcm 20'" La'
DistanO-B*- 4 nautical mile
45 f athccNs -&us
Size; 1000 Yazd
I
may 31,, 1973
slImarely,
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ax
IrvineBuilders of Tomorrow's Cities...T od
March 22, 1973
Department of The Army
Los Angeles District,
Corps of Engineers
P.O. Box 2711
Los Angeles, Calif. 90053,
Attention: Mr. James Z. Metalios
Dear Mr. Metalios:
CONSTRUCTION OF BAYSHORES MARINA
I am in receipt of a copy of Public Notice No.14-73 issued by
your office on the subject project. In this connection I would
131-ke to clarify the situation on disposal of dredged material.
The Public Notice issued by your office states that "The dredged
material would be disposed of in a diked desilting basin con-
structed on the site of a future,parking lot at Lot No.9 through
B." The proposed desilting basin is not intended to be -used as
disposal site for dredged material, but will be.used only to let
the solid waste.settle down and the clear water flow back to the
bay. The settled solid'waste will then be disposed of by trucks
to approved landside disposal sites. The exact.location will be
worked out by the Contractor with the City of Newport Beach.
I hope this clarifies the situation and if you need more information
please do not hesitate to call me at (714) 644-3482.
Very truly yours,
THE IRVINE COMPANY
Paul ha.
Project Engineer
cc: Mr. Walter -Boyle, Dept. of Army.
%/Mr. John M. Zasadzinski, Regional Water Quality Control Board.
Captain Hars.hbarger, Marine Safety Dept., City of.Newport
Beach.
JPT/gj
The lMne Company 610 Newport Center Drive Newport Beach, California 92660 (714) 644-3011
March 6, 1973
Attentiow, Mr. WAlter Boyle
Dear Uri, Boyltz
I will approciato. lmo4iata ao"tion on tht. ApPlication and please
keep uslinforme4 of any development-#*,,
Very truly yoursp
Paul Thawr
Projeot Engineer
Encl.
ec: ,/bap't,. Harshbargar., M4rine $Afety Dept4j City of NeWpOrt Beach*
+ ftcl,*
STA, "it OF CALIFORNIA—THE RESOURCES AGENCY RONALD REAGAN, Gcvemor
STATE WATER RESOURCES CONTROL BOARD
DIVISION OF WATER QUALITY CONTROL
ROOM 1015, RESOURCES BUILDING
1416 NINTH STREET * SACRAMENTO 95814
March 21 1973
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
Gentlemen:
The Certificate of Conformance with water quality
standards which you requested on January 4, 1973,
is enclosed. This certificate is to accompany your
reque st for a permit from the Department of the Army,
Corps of Engineers, to dredge.for the reconstruction
of Bayshores Marina.
Sin��el
Paul R. Bonderson
Ch± e f
Enclosure
cc: Mr. Paul De Falco, EPA
CRWQCB, Santa Ana Region
U-SCE,1 Los Angeles
RECEIVED
MAR 6 1973
THE IRVINE Co"MPARY
CONAM SITE
bESI*X/C0XSTRUCTI01(
STATE OF CALIFORNIA
STATE WATER RESOURCES CONTROL BOARD
CERTIFICATE NO. 73-13
(Section 4011 Federal Water Pollution Control Act,
as amended)
APPLICANT: The Irvine Company
ADDRESS: 550 Newport Center Dr., Newport Beach, CA 92660
ACTIVITY: Dredging for the reconstruction of Bayshores Marina
FEDERAL AGENCY REQUIRING CERTIFICATION: Department of the Army,
Corps of Engineers
1. Notice of the request for certification was published in
The Newspress on January 25, 1973, and was mailed to the
State Water Resources Control Boardl Environmental
Protection Agency, National Oceanic and Atmospheric
Administration? and the Bureau of Sport Fisheries and
Wildlife. The notice gave interested persons an opportunity
to comment on the waste discharge requirements and on the
water quality aspects of the activity.
2. No comments were received.
3. This certificate is based upon an evaluation of the informa-
tion contained in such application which is relevant to water
quality considerations and information in the files of the
Regional Water Quality Control Board.
4. This activity is one for which there is not.an applicable
effluent limitation or other limitation under Sections 301(b)
and 302, and there is not an applicable standard under
Sections 306 and 307 of the Federal Water Pollution Control
Act, as amended and included in this certification are any
appropriate requirements pursuant to state law.
(date) Bill B. Dendy
Executive Officer
mr, Walter S. Boyle
Corps of Engineers
Los Angeles District
P. 0. Box 2711
Los Angeles, California 90053
Dear Mr. Boyle -
This is to notify your office that the -74ewport Beach
City Council,, on February 26,, 1973,, approved Tiarbor
permit application 11129-2572 for Bays.hores Marina
(Irvine Company),
14y,initial correspondence reference the above harbor
permit application to your office was dated Octolber 26t
1,972.
Attached please find a copy of the City's staff report.
Sincerely,
D. Harshbarger, Captain
Marine Safety Department
DH:lf
Attachment
February 27, 1973
Attention; Wo, Walter Boyle
1#177
M
The City Counvil of Newport Beach approved the above project on
Vebr—uary 26,1473 and I iinderstand 66 ti�tain Harshbarget of
Marine Safety Department that hehas sent you the confirmation
along with the copy of the Staff Report.
As discussed prelviouglyo, this advance informatioO should be
sufficient for the Corps to process the applitati" ftrther.
I was in Contact
rezardim a Perm
I . roval of an ea
your 'Op ,
approval could also be
with Xr* Runnecke of Sm-th Coast Regional
t- for this projo-c-t and I understand frora
mission would take aetion after the Corps
r these eircumstances I would aPpretiate
'Z;;s
te. so that South , $ t Comission" s
/ . . . " . . ' 4.
very truly yours,
TIM IWIM CMANY
Paul lbojmr
Project Engineer
Encl.
ao; tapt arshbor ger marine Safety Dept. 0 City of Newort
�,a
n
Beich'with tr IV
j "-/gj
STATE OF CALIFOFtNIA
THE RESOURCES AGENCY
JAMES W. ANDERSON
EXECUTIVE
OFFICER
CALIFORNIA'REGIONAL WATER
QUALITY CONTROL BOARD
(714) 684-9330
6848 MAGNOLIA AVENUE
SANTA ANA
REGION
RIVERSIDE 92506
7,
'7::
...rebruary
22. IS S 3
Division of Water Quality
State V te r r=sources Control Board
-a
,th S4-
1416 _ jTjp
Sacramnto, California gr -314
Re c armtenda t I cm for Certification of Conforrance with
Water Qmllty Standards.
.pany for r,. --construction ard Dredging of Bayshores
Irvine Can
Marina
Pursuant to an apipUcation dated January 4, 1973 for the
above pro4e-t, T.,e X�nca�-- s c- u-,- a certification to
�_nd yoU
thm U. S. Ccz--s of !'n-:Lnacr3 thal.- there is -reasonable
metion and d-.,edp (2
assuran-ce that th-3 prop -=2d' reconnstrL gin
will not violate a i-t-a-ble w-ater guality objectives.
A notice of t":- rem,,dst for certification was published but no
iverse or positive, were r6ceived.
eo�—nts either ad
Thp-re is reasena-ble assurance tha t 4,�,he activity will be
v! late appillcable
an, cl u- z- U no- -0
died in this bo-and"s Vlater
e r 0, ps z-9 em
0bjcc,,-jv
Q-Lmury con-trol for coast':aI Lays, rzrinas and Sloughs.
ims W. A C
Executive Cff.'Lcc�r
Encs: -Proof of. V,—hlicaticn
Copy of E�pz't On. 1.7aste Discha-zge
RECEIVED
HB 2 6 19
973
THE IRVtNE COMPANY
C1,14MIL SITE
DESIGN/CONSTRUCTIOP
TO: MAYOR AND . CITY COUNCIL
FROM: Marine Safety Department
SUBJECT: HARBOR PERMIT APPLICATION #129-2572
APPLICATION TO: Revise the current harbor permit to permit the
alteration and reconstruction of the Bayshores
Marina.
PROJECT
DESCRIPTION: The present.marina contains 133 boats, 89 parking
spaces, a Dock Master's residence, restroom facil-
ities, and some storage facilities. The proposed
plan would completely replace the existing slips
with 130 new slips, increase the number of parking
,spaces by ten, and provide new restroom facilities.
The existing Dock Master's residence and storage
garages will be eliminated and replaced by two new
single family residences.
APPLICANT: The Irvine Company, Newport Beach
RECOMMENDATION: If desired, approve harbor permit revision #129-2572
subject to the following conditions:
1. Approval of the U. S. Corps of Engineers (the
Corps of Engineers permit -was applied for on October
26, 1972).
2. Reconfirm the Joint Harbor Committee conditions
of approval. (June 8, 1971, July 11, 1972)
a. The area in front of the play beach be open
to the harbor.
b. Any variances to City code be handled by
the City.
Page Two
ITEM NO.
c. That the long term leaseon County Tidelands
be referred to the Department of Real Property
Services.
(February 13, 1973, Joint Harbor Committee Action)
d. Sailboats be tied on the inside slips and
that this requirement be written in the County
lease agreement.
e. That the restrooms be constructed without
"view decks". (Alternate #1 of Irvine drawings.)
3. Incorporate the following City Planning Com-
mission Use Permit (#1647) conditions with the
Harbor Permit.
ila.�, That a Harbor Permit be approved, and that
.�the conditions recommended by the Joint Harbor
Committee, and whatever additional conditions
recommended by the U. S. Army Corps of Engineers
and the California Regional Water Quality Control
Board be attached thereto.
b. That the final method of removing the dredged
material and the existing slips from the site be
approved by the Marine Safety and Public Works
Departments.
C. That the plot plans and elevations of the
restroom facilities shall be reviewed by the
Director of Community Development. Elevations
of the restrooms sh�Lll be maintained at a low
profile and shall co'ntain no laundry facilities.
d. That a complete landscape and screening plan
be approved by the Community Development Depart-
ment.
e. That the water and sewer services necessary
for the restrooms, pump -out stations, and slips
be provided in a manner satisfactory to the
Public Works Department.
f. That the project substantially conform to the
plans submitted.
g. That there shall be placed in each lease a
standard provision which shall prohibit living
on board the boats. Said provision shall be
reviewed and approved by the City Attorney as
to its legal enforceability.
Page Three
ITEM NO.
.4. The approval of the County of orange (County
Tidelands).
5., That the proposed project comply with Section 17,
18, and 19 of the Council's Harbor Permit Policies
detailing the Parking Requirements, Safety Require-
ments and Sanitary Requirements.
DISCUSSION: 1, Application has been made to the U. S. Corps
,of Engineers; however, the Corps permit, -if
granted, is done so after the proposed construct-
ion receives the approval.of the City Council.
2. The proposed Bayshores Marina redevelopment plan
has bei an reviewed and approved by the Joint Harbor
Committee subject to the conditions listed under
the above recommendations.
Two new conditions were added at the February 13,
Joint Harbor Committee meeting as a result of
Council's action of January 22 which referred the
proposed Bayshores Marina plans back to the Joint
Harbor Committee for further study. These condi-
tions were:
a. Sailboats be tied on the inside slips and that
this requiremente be written in the County lease
agreement.
b. That restrooms be constructed without "view
decks". (Alternate #1 of Irvine Company's
drawings.),
An E.I.R. was submitted to the Joint Harbor Com-
mittee for their review prior to the February 13
meeting.
�The County Harbor Commission and Board of Super-
visors have approved the proposed Bayshores Marina
Plan.
3. The Planning Commission approved Use Permit #1647
and the E.I.R. findings on December 19, 1972. The
conditions of the Use Permit have been restated and
duplicated in the above recommended conditions of the
Harbor Permit.
4. :The proposed project will upgradelth.e existing
development by:
Page Four
ITEM NO.
a. Replacing all the existing old and unsafe
slips.
b. Eliminating all the slips in front of the
play beach.
C. Adding of a pump -out facility.
d. Replacing existing restrooms with new
facilities.
e. The parking lot will be redesigned, recon-
structed and landscaped.
5. As requested by Council, an E.I.R. has been
attached for Council members.
6. The president of the, Bayshores Community Asso-
ciationi as well as Mr. Regan, and Mr. Barnes
have been advised by letter that Council will
reconsider the proposed harbor permit at the
February 26 Council meeting.
D. Harshbarger, Captain
Marine Safety Department
DH:lf
Attachment
Mr. Larry Leaman
Orange County Harbor District
1901 Bayside Drive
Newport Beach, California
Dear Mr, Leaman:
At the regular city Council meeting on January 22, 1973,
Council -man Carl Xymla, by motiont "referred the Bayshores
Marina proposal, back to the -Joint Harbor COmm, ittee for
f urther study to work out problem between the Irvine Com-
pany and Bayshores xesidents"4"'It" was further ilu"g"',
'ted
ges
that Environmental Impact Reports be made available to the
Joint Harbor Committee members for their review as well as
CitY Councilmen prior to re�submittaj to the Council for a
harbor permit,
I discussed the action taken at the I Council meeting with
Don Karpinen and he indicated that he�w,.-Lll be in. touch
with your office to get*this Aayshores,Marina proposal
before the Joint Harbor Committee at their February 13
meeting,. He also stated that they would ke-contact the
homeowners group prior to the February meeting.
Sincerely,
D. Harshbarger* Captain
Marine Safety Department
DH -.1f
I
N 0 T I C E N 0 T I C I E N 0 T I C E
Harbor Permit Application #129-2572
The Irvine Company has applied for a harbor permit
to reconstruct the "Bayshores Marina". The City
Council will consider the application at its regular
meeting commencing at 7:30 p.m. on January 22F 1973.
Interested persons are invited to attend or to
communicate with the undersigned.
D. Harshbarger, Captain
Marine Safety Department
t
4
MARINE ��AFETY DEPARTMENT
70 Newport Pier
J,
January 2�, 1973
_01
ITEM NO. G-4
TO: MAYOR AND CITY COUNCIL -
FROM: Captain D:. Harshbarger, Marine Safety Department
SUBJECT: HARBOR PERMIT APP LICATION #129-2572
APPLICATION TO: Revise the current harbor permit to permit 'che
reconstruction of the existing Bayshores marina.
PROJECT
DESCRIPTION: The present marina contains 133 boats, 89 parking
spaces, a Dock Master's residence, restroom facil-
ities, and some storage facilities. The,proposed
plan would completely replace the existing slips
with 130 new slips, increase the number of parking
spaces by ten, and provide new restroom facilities.
The existing Dock Master's residence and storage
garages will be eliminated and replaced by two new
single family residences.
APPLICANT: The Irvine Company, Newport Beach
RECOMMENDATION: If desired, approve harbor permit revision IV129-2572
subject to the following conditions:
1. Approval of the U. S. Corps of Engineers (The
Corps of Engineers permit was applied for on October
26, 1972).
2. Approval of the Joint Harbor Committee (approved
June 8, 1971; reconfirmed their approval July 1.L.,,
1972).
3'. Incorporate the following City Planning Com-
mission Use Permit (#1647) conditions with the
Harbor Permit.
a. That a Harbor Permit be approved, and that
the conditions recommended by the Joint Harbor
Committee, and whatever additional conditions
recommended by the U. S. Army Corps of Engineers
and the California Regional Water Quality Control
Board be attached thereto.'
b. That the final method of removing the dredged
anU Lhe existing slips from the site be
approved,by the Marine Safety and Public Works
Departments.
c. That the plot plans and elevations of the
restroom facilities shall be reviewed by the
Director of Community Development. Elevations.
of the restrooms shall be maintained at a"'low
profile and shall contain no laundry facilities.
d. That a complete landscape and screening plan
be approved by the Community Development Depart-
ment.
e. That the water and sewer services necessary
for the restrooms, PumP-Out stations, and slips
be Provided in a manner satisfactory to the
Public Works Department.
f. That the project substantially conform to the
plans submitted.
g. That there shall be placed in each lease a
standard provision which shall prohibit living
I
on board the boats. Said.provision shall be
reviewed and approved by the City Attorney as
to its legal enforceability,
4- The approval of the County of Orange (County
Tidelands).
5. That the proposed project comply with Section 17,
18, and 19 of the Council's Harbor Permit Policies
detailing the Parking Requirementsp Safety Require-
ments and Sanitary Requirements. .
DISCUSSION: 1. The granting of a Harbor Permit by the City is .
basically the final action required to initiate the
dredging and slip . reconstruction for the Bayshores
Marina.
a. Application has been made to the U. S. Corps
Of Engineers; however, the Corps permit, if
granted, is done so after the Proposed cons'Ltruct-
ion receives the a . pproval of the City.
2. The proposed Bayshores Marina redevelopment p -,an
has been reviewed and approved by the Joint Harbo-L
Committee, subject to the following conditions: r
a. The area in front of the play beach be open
to the harbor.
b. The variances to City code be handled by the
C ty.
i
C. That the.long term lease on County Tidelands
be referred to 'the Department of Real Property
Services.
The recommendations of the Joint Harbor Committee were
approved by the County Harbor Commission, and forwarded
to the Board of Supervisors. The Board of Supervisors
approved t`ie plan subject to the execution of a tide-
lands lease and the elimination of slips in front of
the play beach at B-ayshores.
3. The Planning Commission approved Use Permit 4,1647
and the E.I.R. findings on December 19, 1972. The
conditions of the Use Permit have been restated and
duplicated in the above recommended conditions of the
,Harbor Permit.
4. The proposed project will upgrade the existing
development by:
a. Replacing all the existing old and unsafe
slips.
b.' Eliminating all the slips in front of the
play beach.
C. Adding of a pump -out facility..
d. Replacing existing restrooms with new
facilities.
e. The parking lot will be redesigned, recon-
structed and landscaped.
5. The proposed marina plan, as presented does com-
ply with the recommended conditions and Council's
Hz�rbor Permit Policies for a commercial mar-Lna develop-
ment.
6. Approximately 70 property owners within Bayshores,
as well as the Bayshores Homeowners Association have
been notified in writing of the proposed Harbor Permit
Application and that the Council will consider the
application on their January 22 agenda.
D. Harshbarger, Captain
Marine Safety Department
Mr. Donald J4 Regan
Page Three
January 4, 1973
The City has passed a recent ordinance with regards to
floating debris. The ordinance places the responsibility
on the marina operator to keep the marina area free.of
floating debris.
4. Pe�aAent Residences or, 0!:2rAi,g#t, S.Le2gina 'on Vessels
Condition 7 of the planning commission Use Permit states,
"That there shall be placed in each lease a standard pro- .
vision which shall prohibit living on board the boats.n Said
provision shall be reviewed and Approved,by the City Attorney
as to its legal enforceability.
50 "ets
The Irvine Company indicated at the planning commission
meeting that they will, it' legally possible, incorporate
a no,,.,,�pet clause in their leases with the slip tenants.,
6. Parking Facilities
The park-ing lot will be redesdgned and wilrLprroyide
additional 10 parking spaces for,�a total of 99. The Harbor
Permit Policies require 98 parkihg stalls for the proposed
130 slips.
The harbor permit appilication is anticipated to be on the
City Council's aggenda January 22... Written notices will
be mailed to residents within the general vicinity of the
mariAe approximately 10 days prior to the Council's con-'
sideration of this harbor permit.
I would like to thank, you for your input I and if I can be
of further assistance, please contact me at the Marine
Safety Department.� 70 Newport Pier, 673-3360.
Sincerely.,
D* Uarshbarger, Captain
Marine Safety.Department
Approved:,
RESOLUTION OF THE BOARD OF SUPERVISORS 0
ORANGE COUNTY, CALIFORNIA
January 2, 1973
On motion of Supervisor Caspers,'. duly seconded And carried, the
following Resolution was adopted:
BE IT RESOLVED that the one year option agreement between the
County of Oran ge and the Irvine Company for the re -development of a boat
berthing facility adjacent to the Bayshore Community, Newport Beach
(District 5), and which was negotiated in accordance with this Board's
Minute Order of June 22, 1971, is hereby approved with the understanding
that the Irvine Company shall be responsible for seeing that all appli-
cable environmental studies are completed and all applicable permits
obtained.
BE IT FURTHER RESOLVED that the Chairman of the Board of Supervisors
and the C6unty Clerk be and are hereby authorized to execuite said agree-
ment.
AYES: SUPERVISORS RONALD W.
CASPERS, RALPH B. CLARK, R.W. BATTIN,
WILLIAM J. PHILLIPS
NOES: SUPERVISORS NONE
ABSENT: SUPERVISORS DAVID L.
BAKER
STATE OF CALIFORNIA
) ss.
COUNTY OF ORANGE
I. WILLIAM E. ST JOHN, County Clerk and ex -officio Clerk of the
Board of Supervisors of Orange County, California, hereby certify that
the above and foregoing Resolution was duly and regularly adopted by th e
said Board at a regular meeting
thereof held on the 2nd day of I
January 19 73 , and
passed by a.,.,--urian!mous,__ vote of
said Board members present.
...........
IN WITNESS WHEREOF9 I have.
hereunto,_.sei my hand, An6).seal this
_Ln d day of Janu -ry
19 23
Resolution No. 73-9
--WILLIAM E. ST JOW
Option with the Irvine Co.
County -,Clerk and.ex-offi.C'.io Clerk
for the Re -Development of a
of tl�ie,..Board of Supervfsors of
goat Berthing Facility Adjacent
Or*aftgf-,County Calif rnia
Q
to the.Bayshore Community-
Newport Beach
..........
By
neputy z
2
3
4
5
6
7
8
9
10
11
121
13
A
151
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
?7_npi
12.00 �
PH 1002-20
Lower Newnort Bav
(Bayshores Marina)
OPTION APREEMENT
This is an Ontion Arreement made and entered into this 57 dav of
et- 197?k by and between Counto of Oran77
"COUNTY" and the Irvine Company, a West Virginia Corpor-
referred to
ation, hereinafter referred to as "OP7IONEE".
111117RRAS OPVTONER desires to obtain an ontion to lease that certain
property described as the Demised Premises in the Lease (hereinafter
referred to as WAS") attached hereto and made a part hereof as
Exhibit A; and
1,111ERFAS both COUNTY and OPTIONEF are willing to enter into an Option
Agreement to Lease sail real pronerty Tor said purposes and uses set
forth in Exhibit A;
NOW THEREFORE:
1. Sublect to the terrs and con0itions cpntained in this Option
Agreement, COUNTY grants to OPTIONEF an exclusive and irrevocable
Option to Lease -said real pronerty for the term and in accordance
with the covenahts,and conditions set forth in the LEASE.
2. The term of this Option shall be twelve (12) months and shall
commence uDon oxecution of this aqreement by COUNTY.
The consideration for this Option shall be the renuirements
that the OPTIONEE continue to qaV rent and cnerate the existing
Ba7shores Marina pursuant to the terms and conditions of that',
certain interim Tidelands Use and Occunancy Agreement - Comme , rcial,
between COUNTY and the Irvine Company, dated April 6th, 1971.
4. This Option may not be exercised until the following terms and
conditions have been met:
5
A. OPTTONFE shall submit Workin7 Drawin;s for all imnrovements
to be located on the Prolect Area, as said area is defined
and shown in the attached. Lease, to the Director of Harbors,
Beaches and Parks for review and annroval. Said Worhin7
Drawings shall be nrenared in accordance with the Preliminary
Plans and Specifications attache" hereto as Fxhibit B and shall.
consist of the followin":
(1) Comnlete architectual and en7i'nee_r�nT, workinn-
Arawinp.
(2) Complete snecifications.
- I_
1
(3) Construction contract form.
2
(4) Construction schedule.,
3
B. At the same time Workin7, Dra,.-rin7�s are subni tted in
accordance ,,7ith 1�. above, OPT IONFE will submit Worlin7 Drawings
4
to the annronliate Buildin.rr and Safetv Denartments for plan
check of . inr) rove ment s to be const.ruCt-ed on t -he Project Area
5
and pay such fees as required by said Departments.
6
C. After subnittal of 11�or!,�inrr D-raw-lncrs as called for i n A
and B ahove C) T3 IT' 10 Ij ET" shall. comnlete all corrections and
7
adlustments in Worllin�- Dra-,--7inr-,s as renuired by said Departments,
and District and shall obtain all. necessary ann-ovals of the
8
1,11orkinT7 Drawin ' 7s, alon.Fr with obtaininrr all annr'-onriate permits
for construction.
9
Said aT),)roved WorkinP- Dra,,,Iin�rs sh ) all become Exhibit C of the
10
LEASP.
11
D. OPTIONIFT shall nrovide COIT
J NTYIS De-nart-ment of Real Property
Services a detailed list of cons tri.).cti on costs for said
12
Denartrent's review and annroval. The construction costs
shall be based on comnetitive bids a-, submitted to OF)"LIOINEE by
13
Contractors or Subcontractors.
14
E. OPI-PIOIJIFI'E shall obtain and subiriit to COU�71711 'S Denartrnent
—L
of Real Property Services for their revien-.T an(,
15
a minimum, of three comnetitive nronos, nc
als for the financi
of the cons IV-- ructi on within the Project Area.
16
I
17
r
F Inf'ormation sl,ibnl - tted in accordanIce ,,�ith Para,7ranhs I'll and).
F above shall be used in calculat-inr,- the dollar amount to be
included in Clause 5 of Lease bv amort-1-zinn- over the
18
Lease term, of 30 years, the lo,,,Test an-,,'rcved bid submitted
in accordance with D above at the lowest arT)roved. interest
19
rate as submitted pursuant to Clause F above.
20
G. OPTIONFE, shall, before expiration of th,-s Option A�--reement
obtain any reauired annrovals and nei,rnits for the nrono I sed
21
developrent that may be reoui-ed fromi any Federal - State,
County or a municipal agency.
22
H. OPTIONTE-37 shall submit to COUNTY'S Denartr:,ent of' Real
23
Property Services evidence of insurance covera,-,e which
fully complies with the requirement of the Lease.
24
25
I. OPTIONEF shall submit to COUNTY'S Department of Real
Property Services the necessary security deposit -,U-*o ful,l,,,
Comply with the requirements of LFASF.
26
27
J. OPTIOINFE shall submit to COUNITY'S Department of Real
Property
Services the necessary bondinF, to'fully comply
with the requirements of LEPSF.
28
29
At anytime durinr, the term of Ontion, that OP'17ONER shall
have sat-isfactorily completed all the reouirements of this Option
30
Agreement, OPTIONEE may exercise this Option by givin�, COUNTY"
written notice of e2ection to do so, accompanied by properly
executed conzies of LEAST", in triDlicate.
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5. Upon satisfactory performance by OPTIONEF of the renuirements
of this Option AFreement and upon e'xe�rc-4se b TONT' L
y OPT. -I, 7 of
option in the manner provicled, COUN"17Y shall. forthwith execute the
LF'A S F
1;?. 0 ]1,-?
This Option Agreement shall not be assi�-ned or transferred.
7. Durinfr, the term of this Ontion AFrreement. OPTIONEF, shall
have tI-)e ri-r-ht of' entry u, -)on the Deirised Premises as described
in the LEAST, for the nurnosps of 'soil testln�-, surve,iinf-,, land
planninF �,.iith respect to necessary work with the project planning
req.uired in this Option AFreerent.
8. Failure of OPTT(�NFF to meet the terms, an(] conditions of this
AF.,reement fully and satI_,.'IF'actoril-%? in the time limit stated, shall
absolutely and conclusively terminate- OPT101-JEHIS riF
.,,hts hereund.er.
IN WITNESS WHEREOF, the parties heret o have executed this..Lease the day
and year first above written.
(Corporate Seal)
APPROVED AS TO FORM:
Adrian Kuyper
County
B y 79, pl; 71�
OPTIONFE
THE IRV�,
By—_
0-14
APPRCUVD AS TO AUDIT'A'ND ACCOUNTING:
V. A. Heim
Auditor -Controller
By ML
RECOMMENDED FOR APPROVAL:
Kenneth Sampson, Director
of Harbors,, Beaches, and Parks
By Larry M. Leaman
Stanley E. Krause, Director
Dept. cf Real Prope�r Servi
B
ATTEST:
W. E. ST JOHN, County Clerk of COUNTY
the County of Orange and ex
officio Clerk of the Board of COUNTY OF ORANGE
Sup isors of Orange County
By 7u/vu) By'
-,nz L
DeNuty thairmar�,--Board of Supervisors -
Ji
PM 1002-20
Lower Newport Bay
LEASE
THIS IS A LEASE, made and entered into
19—, by and bet,.-;een COUNTY OF ORA11,1GE (LA.74DLORD) and '1'HE IRVINTE COMPANY,
a West Virginia corporation (TEINANT).
W I T N E S S E T -H
1. DEMISED PREMISES (N)
T
LAJ,1DLORD hereby leases to TENANT, and TENANT takes and leases from LAND-
LORD, ' for the term and up,,on the Covenants and conditions herein, that
.area of ,-;ater described on Exhibit A and shown on Exhibit B, which
exhibits are attached hereto and made a part hereof. Said leased area
shall hereinafter be referred to as "Demised Premises."
It is understood and agreed that the Demised Premises will be used in
conjunction with the adjacent uplands area, c;141ned by TEl'i'Al"'T., for the
development of a boat berthing -facility. The 'combined area, Including
- I
the DemiSed Premises and adjacent upland area as shown on Exhibit B
shall hereinafter be referred to as "Project Area".
2. TERM (N)
The term of this Lease shall be thirty (30) years, commenc,ing upon, execu-
tion of Lease by LANDLORD.
3. PER111111ITTED USES (N)
LA],NTDLORD'S primary purpose for entering into this Le . ase is to promote
the development of facilities and services needed by the public. In
furtherance of that purpose, TE14ANT shall, during the entire Lease
L C� I
term, maintain and operate a complete boat berthing facility, and�relatad
activities, containing approxima*tely 130 slins. Said facility shall.
be operated within the Pr-oject Area and shall include within the Project
Area adequate parking and rest room facilities.
The above listed uses shall be the only uses permitted. TEINANT agree s
not to use the Project Area for any other purposes nor engage In any
other business activity within or from the Plr'oject Area unless said
new use and rental.. rate are agreed to in writing by LANDLORD.
EXHIBI-F A
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301
4. IMPROVEMENTS TO BE CONSTRUCTED BY TENATI'T (1,11)
A. Minimum Construction. TENAINT shall cause to be designed,
construct'ed, and installed within the Project Area, at no cost
to LANDLORD, those improvements necessary for the operation of
a complete boat berthing facility. Said improvemen-ts shall be
constructed in accordance with the �%Iorkinglrawings shown as
Exhibit C, which Exhibit is attached hereto and' made a part hereof.
B. T i r.,
1_1g,. Improvements to be const'ructed within the Project
Area shall be completed within one year from the date of this
Lease.
Should 1.11EIJANT be delayed in cornpleting the construction of said
imp�rovements through no fault o'f its ovnn and due to its inability
to obtain addition,).]. permits which might, be required in accordance
with the Californ*La Coast -al. Zone Cons Crvat ion Act of 1972, the
period for cons t ructi. or-, sha.11 be extended b,� the period of delay
but shall not exceed six (6) months. if said period extends
beyond six (6) months, then either party may term"nate this Lease
by giving thirty (30.) day written notice to the o-tLher party.
5. RENT (14)
A. Minimum Annual R-n'al. For the "irst five (5) accountin�,-
years, 6T -the
se terr , the minimum annual rental for the DE�,mlsed
m L'
Premises shall be Five Thousand Seven Hundred Sixty Dollars
After the fifth accounting year of t - he lease term, the minimum
annual rental shal-I be adjusted in accordance with the Provisions
T
of Clause 13B (REVISION OF 1-1,11MUM ANNUAi'i RENTAL) , GENERAL COINDI-
TIONS.
Should this Lease commence or be term- - 'nated durin�- an accounting
C>
year, the applicable lriinir,,ium annual rentall shall be prorated.
B. Annual Percentage Pentcli- Rental for the Demised Premises
shall be calE'51`a�_ea
APR = 40% x AGI-( + 40% x AGI + T)
APR =--Annuai Percentage Rental
AGI - Annual Gr*oss Income, which shall be calculated
pursuant to Clause 10 (DEF11-NJ-Ioj,4 OF GROSS INCOME)',
L
GENERAL CONDITIONS.
T = Previous year's real estate and Possessory interest
tax on the Project Area excluding all real estate and
Possessory interest taxes on improvements,
C. Annual I. 11 e - nt al. - TENANT shall pay to LESSOR for each acco,,,nting
year eithe� the minimum annual ren-tal or the annual Percentage
rental set 'forth in 5B, whichever is greater.
D Payi-pent of' Rent Rental. P��Iyments shall be made -in accordance
with che provisions of Clause, 1.1. (RENT PAYMENT PROCEDURE AND
ACCOUINTING), GEINERAL CONDI171ONS.
32 `�Note: "'his figure will be inserted prior to execution of lease and
be calculated in accordance with t1he OPtion A,,,,reement.
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12-052
� 6. SECURITY DEPOSIT (N)
A security deposit in the sum of Six Thousand.Dollars ($6,000) shall
be provided LANDLORD by TENANT. The security deposit shall take one
of the forms set out below and shall guarantee TENANTIS full and
faithful. performance of all the terms, covenants, and conditions of
this Lease:
A - Cash
B. The assignment to LANDLORD of a savings deposit held in a
financial institution in Orange County acceptable to LANDLORD.
At the minimum, such assignment shall be evidenced by the delivery
to LANDLORD of the original passbook reflecting said savings
deposit and a written assig,nment of said deposit to LANDLORD in a
form approved by LANDLORDtS Department of Real Property Services.
C. A Time Certificate of Deposit from a financial institution
in Orange County wherein the principal sum is made payable to
LANDLORD or order. Both the financial institution and the form
L'
of J -he Certificate must be approved by LANDLORDIS Department of
u
Real Property Services.
D. An irrevocable standby Letter of' Credit subjec't to approval by
LANDLORDIS Department of Real Property Services.
Regardless of the form in i,.rhich TENANT elects to make said security
deposit,all or any portion of the principal sum shall be available
unconditionally to LANDLORD for correcting any default or breach of
this Lease by rLOENANT, his successors or assigns, or for payment of
expenses incurred by LANDLORD as a result of the failure of' TENANT', his
successors or, assigns, to faithfully perform all the terms, covenants,
and conditions of this Lease.
Should TENANT elect to assign a savings deposit to LANDLORD, orprov I ide
a Time Certificate of Deposit, to ful�ill the security deposit require -
L'
ments of this Lellse, said assignment, or certificate, shall have the
it17
effect of releasing the depository or creditor, therein from liabi'
on account of the payment of any or all of the principal sum to T.,�NDLORD
IT
or upon demand by LANDLORD. The agreement entered into by TENA�T with
a financial institution to establish the deposit necessary to permit
assignment or issuance of a certificate as 'provided above may allow the
payment to TENANT or order of interest accruing on account of said
�esposit.
TENANT shall maintain the required security deposit throughout the
lease term. Failure to do so shall be deemed a default and shall be
grounds for immediate termination of this Lease.
The security deposit shall be rebated, reassigned, released, or endorsed
to TENAN'T or order, as applicable, at the end of the lease term.,.
provided TENANT has fully and faithfully performed each and every term,,
covenant, and condition of this Lease.
7. LANDLORD -TENANT COMMUNICATION (N)
All notices pursuant to this agreement shall be in writing and addressed
as set forth below or as either party may hereafter designate by written
notice and shall be sent through the United States mail.
V
=19
TO: LANDLORD TO: TENANT
Dept. of Real Property Services The Irvine Company
1100 Civic Center Drive West
Santa Ana, California 92701
and
Director of Harbors, Beaches,
and Parks District
1901 Bayside Drive
Newport Beach, California 92662
ATTACHMEI-�ITS TO LEASE (N).
This Lease includes the following, which are attached hereto and made a
part hereof:
1. GENERAL CONDITIONS
II. EXHIBITS
A. Legal Description
B. Parcel Map
C. Preliminary Plans
IN WITNESS WHEREOF, the parties hereto have executed this Lease the day
and year first above written.
TENANT
THE IRVINE COMPANY
(Corporate Seal) By
By
APPROVED AS TO FORM:
Adrian Kuyper
County Counsel
By
APPROVED AS TO AUDIT AND ACCOUNTING:
V. A. Heim
Auditor -Controller
By
RECOMMENDED FOR APPROVAL:
Kenneth Sampson, Director
of Harbors, Beaches, and Parks
By_
Stanley E. Krause, Director
Dept. of Real Property Services
By
ATTEST:
W. E. ST JOHN, County Clerk of LESSOR
,the County of Orange and ex
officlo Clerk of the Board of COUNTY OF ORANGE
Supervisors of Orange County
By By
Deputy Chairman, Board of Supervisors
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260-06'
12.052
GENERAL CONDITIONS
1. DEFINITION OF TERMS (N)
The following words in this Lease have the significance attached to
them in this clause, unless otherwise apparent from context:
"District" means the Orange County Harbors,. Beaches, and Parks District.
"Director" means the Director of Harbors, - Beaches, and Parks of the
County of Orange, or upon written notice to TENkNT, such other person
or entity as shall be designated by the Board of Supervisors.
"Board of Supervisors" means the Board of Supervisors of the Coun.
't
�y of
Orange and the Board of Supervisors of the County of Orange acting as
the governing board of Orange County Harbors, Beaches, and Parks
District.
2. LIMITATION OF THE LEASEHOLD (N)
IJ
This Lease and the rights and privileges granted '2ENAqT in and to the
Demised Premises are subject to all covenanlk;s, conditions, restrictions,
J
and exceptions of' record or apparent, including those which are set out
in the Tide Land Grant by the Statc of Ca3ifornia to the County of
Orange (Chapter 526,,Stat-utes of 1919, and Chapter 575, Statutes of
1929, State of California). Nothing contained in this Lease or in any,
document related hereto shall ' be c-onstrued to imply the conveyance to
TENANT of rights in the Demised Premises which exceed those owned by
LANDLORD.
3. CHARGE FOR LATE PAYMENT (N)
Payments are delinquent if not paid within 11.ve days after the due
date. A charge of $20 shall be added to the rental for each arid every
payment that is delinquent, plus $20 for each and every additional
month said payment is delinquent.
This charge is the estimated cost of overhead, auditing, and management
incurred by LANDLORD in billing� collecting, and processing late payments
cn�
4-. CONSTRUCTION OF IMPROVEMENTS BY TENANT (N)
A. Landlord's Consent. No structures, improvements or facilities
including exterior antennas, shall be constructed, er5ected, altered,
or made within the Project Area without prior written consent
of Director. Any conditions relating to the manner, method,
design, and construction of' said structures, improvements, or
facilities fixed by Director shall be conditions hereof as though
originally stated herein. TENANT may, at any time and at its
sole expense, install and place business fixtures and equipment
within any building constructed by TENANT.
B. Strict Compliance with Plans and'Specifications. All improve-
ments construc"ted by TE11ANT-V 11_�Ehin the Project Area shall be
constructed in strict compliance with the working drawings previ-
ously approved by LANDLORD, which are attached hereto as Exhilbit C.
Said approval by LANDLORD does not constitute approval by LA14DLORDIS
Department of Building and Safety.
C. Statement of Construction Costs and "As -Built" Plans. Within
Sixty M__Fdays following complett' Jni::T1.7 -any substantial improvement
within the Project Area, TENANT shall furnish LANDLORD with -
I
two complete sets of "As -Built" plans and two itemized statenents
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260-07
12.052
i
of the actual construction cost of such improvement. The statement
of cost shall be sworn to and signed by TE-NANT or his responsible
agent under penalty of perjury.
D. lEprovements to Remain Pronerty of TENANT. All buildings,
iM.ProvemeTHs, End fac'11J'
e of trade fixtures, con-
structed or placed within the Project Area by TENANT must,
upon completion, be free and clear of all liens, claims, or
liability for labor or, material and shall r*emain the property of
TENANT at the expiration of this Lease or upon earlier termination
hereof. TENANT shall be requi,ed to -remove said improvements upon
expiration or earlier termination of the Lease at no cost to LAND-
LORD.
E. Mechanic's Liens. TENANT shall'. at all times indemnify and save
L A N D _h__a 71—,m, T —
.ess T'�om all claims for labor or materials in connec-
tion with construction, repair, alteration or installation of
structures, improvements, equipment, or facilities within the
Project Area, and fro.m the cos�. of defending against such claims,
including attorney fees.
In the event'a, lien is imposed upon the Project Area as a result
of such construction, repair, al"eration,'or installation TENANT
shall immediately satisfy the lie`n by payment or procure and
record a bond in accordance with Section 3_143, Co'de of civil
Procedure, which frees the Project Area from the claim, of' the
lien and from any action brought to foreclose the lien.
Should TENANT fail to satisfy tyle lien or,procure and record
said bond 'v;ithin ten (10"
I ) days after thefiling of' such a lien,
this Lease shall be in default and shall be subject to immediate
termination.
5. BILLBOARDS AND SIGNS (N)
TENANT agrees not to construct, maintain, or allow upon the Project
Area any billboards or signs except those approved in writing in
advance by Director.
6. DAMAGE TO OR DESTRUCTION OF IMPROVEMENTS (N)
In the event of damage to or destruction of TENANT -constructed improve-
ments located within the Project Area or in the event TENANT -
constructed improvements located within the Project Area are declared
unsafe or unfit for use or occupancy by a public entity with the authorit,
to make and enforce such declaration, TENTANT shall, within thirty (30)
days, commence and diligently pursue to completion the repair, replace-
ment, or reconstruction of improvements necessary to permit full use and
occupancy of the Project Area for the purposes required by this Lease.
Repair, replacement, or reconstruction of improvements within the Project
Area shall be accomplished in a manner and a-ccording to plans approved
by Director.
7. COMPLETION BOND (N)
No cOnstrUction shall be commenced within the Project Area by TENANT
until-TENA1,JIT has furnished LANDLORD a Completion Bond in the amount of
the total estimated construction cost of the improvements'to be con-
structed by TENANT. In lieu of a Completion Bond, LPLNDLORD will accept
the performance, labor, and material 'bonds supplied by TENANTIS
contractor or contractors, provided said bonds are issued Jointly to
I'E��ANT cand LANDLORD. Said bonds must be issued by a company qual.-Alfied
to do business in the State of California and acceptable to LANDLORDIS
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Department of' Real Property Services. Said bonds shall be in a form
acceptable to LANDLORD"S Department of Real Property Services and
shall insure fait'-,hful and full observance by TENANT of all the terms,
conditions, covenants, and agreements relating to construction of
improvements within the Project Area which are contained in this Lease
or in TENANT'S approved "working drawings".
8. UTILITIES (S)
TENANT shall pay prior to the delinquency date all charges for utilities
supplied to the Project Area.
9. MAINTENANCE (N)
A. TENANTIS Obligation. TENANT shall keep and maintain the
Project Area and all improvements of any kind which may be erected,
installed, or made ther'eon in good condition and in substantial
repair. It shall be TENANTIS responsibility to take all steps
necessary or appropriate to maintain such a standard of condition
and repair. TE14ANM
I expressly agrees to maintain the Project
Area in a safe, clean, wholesome, and sanitary condition, and
in compliance with all applicable laws. TENANT further agrees
to provide proper containers for trasil and garbage and to keep
the Project Area, both land and water, free and clear of rubbish,
litter, and Pollution, excepting, water pollution of a general
nature unless caused by TENTA'NTIS use of the Project Area. LANDLORDI�
representative shall have the right to enter upon and Inspect
the Project Area at any tii,,'ie for cleanliness and safety.
B. 1, A N D L 0 R D I S Elf", h �tt 0 R - If TENANT fails to make repairs
or replacements cas required herein LANDLORD may notify TENANT in
w--1t4ng of' said fai"Lure. Should. TF`,N.PdNT fail to make said repairs
or replacements within a reasonable time thereafter, LANDLORD may
make such repairs or replacertients, and the cost thereof, including
but not limited to the cost of labor, r�,iaterials, and equipment,
shall be paid by TENANT within ten (10) days of receipt 0 f a
statement of said cost from LANDLORD.
10. DEFINITION OF GROSS INCOME (N)
As used in this clause,, the term "TENANT" shall include TENANT is
sublessees, concessionaires, or licensees, or any person acting
agents, , h
under contract with TENANT. The term "gross income", upon which the
rental is to be based, shall consist of all income generated from! the
operation of the facility located on the Project Area, and shall include
but not be limited to:
A. All rental, admissiol-1, entry, and other fees of any nature
or kind charged by TENANT, whether for cash or credit, and whether
payment is actually made or not;
B. The charges made by TENANT for the sale or rendition on or
from the Project Area of' services of any nature or kind whatso-
ever, whether for cash or credit, and whether payment is actually
made or not�;
C. The sale price of all goods, wares, merchandise, and products
sold on or from t1he Project Area by TENANT, whether for cash oi-
credit, and whether payment is actually made or"not;
D. All commissions or payments received by TENANT from any pay
telenhone or coln-operated vending machine or'other device maintained
on the Project Area, regardless of the ownership of the telephone,
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machine, or device., or whether such sums are removed and counted
by TENANT or others, and i,,,egardless of what percentage thereof
TENANT is entitled to receive;
E. The fair rental value of facilities used by TENANT or his
employees for purposes other than the necessary business purposes
for which the Demised Premises are leased.
Gross income shall exclude all sales and excise taxes payable by-
TENA111T to Federal, State, County, or mun-1 - cipal governments as a direct
result of operations under this Lease. Refunds for goods returned
shall be deducted from current gross income, upon return. Bad debt
losses shall not be deducted from gross income.
11. RENT PAYMENT PROCEDURE AND ACCOUNTING (N)
A. The Accounting Year. The accounting year shall be twelve (12)"
ru i F� -I �rrllbh minating so as to coincide with TENANTIS
.L
accounting year.
B. Payment Of Minimum Annual Rental. On or before the first day
-c —Ou i T Tin—g—y e E T, —as se`t' —o
of each a rth above, rr,17,
J. 1,TANT shall pay
LANDLORD the Minimum Annual Rental as set forth in Clause 5A
(REN'J") .
C Pa%,i,,-ient or Annual Percentage Rental.
f if ti7tf_�_t:_h_Td��v�f c On or before the twenty-
eacn accounting year-, TENANT shall
render to LANDLORD'S Auditor -Controller a correct statement of
all applicable gross income for the preceding accounting year.
The statement shall be signed by TENANT or his responsible agent
under penalty of perjury, and shall be -Lin tl-e form prescribed by
a 44 W11
the Auditor -Controller of the Courity of Orange.
Should the Annual Percentare Rental exceed t -he Minimum Annual
Rental paid for the previo'-'
us accounting year, TENANT shall con-
currently with the rendering of each yearly statement pay LANDLORD
the Annual Percentage Rental less the previously paid Minimum
Annual Rental.
D. Place of Payment and Fil�ng. Rentals shall be delivered to
and Yta_tEiients �;e(Tuired in Clause 11C above shall be filed with
the Auditor -Controller of the County of Orange at P. 0. Box 567
(630 North Broadway), Santa Ana, California.9`2701. The designated
place of payment and filing may be changed at any time by said
Auditor -Controller upon ten (10) days written notice to TENANT.
Rentals may be paid by check made payable to the County of Orange.
A duplicate copy of all statements and reports herein required
shall also be filed with the Director, or as the Director may
designate.
12. RECORDS AND ACCOUNTS (N)
TENANT shall, at all times during the term of this agreement, keen or
cause to be kept, true and complete books, records, and accounts 'of all
-ions in the operation of all business activities, of
financial transact
whatever nature , conducted in Pursuance of the rights granted herein.
The records must be Supported by source documents Such as sales slips,
cash register tapes, purchase invoices, or other pertinent documents.
Within the year follo wing each accounting year, TENANT shall at his
own expense submit to LANDLORD'S Auditor -Controller in accordance
with Clause 1.1-C,, GENERAL CONDITIONS, an income statement reflecting
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12.052
business transacted on or from the Project Area during the preceding
accounting year. The income statement must be attested to that it is
an accurate representation of TENANTIS records as reDorted to the
United States of America for income tax purposes. At the same time,
TENANT shall submit to LANDLORD'S Auditor -Controller a statement certifie(
as to accuracy by a Certified Public Accountant. i,.rherein the total
gross receipts for the accounting year are classified according to
'the categories of any business conducted on or from the Project Area.
All TENANTIS books of account and records related to this Lease or
to the business operations conducted within or from the Proiect Area
sh-all be kept and made available at one location within the"limits of
the County of Orange. LANDLORD shall, through its duly authorized
agents or representatives, have the right to examine and audit said
books of account and records at any and all. reasonable times for the
purposes of determining the accuracy thereof, and of the monthly state-
ments of sales made and moneys received., The cost of said audit shall
be borne by LANDLORD unless the audit re'veals a discrepancy of more than
five Percent (5%) between the rent due as reported by TENANT in
accordance v.rith this Lease and the rent due as determined by said audit.
In the event of a greater discrepancy, the full cost of the audit, as
determined by the Auditor -Controller of LANDLORD.,, shall be paid by
TENANT.
Upon the request of LANDLORD,'TENAN'T shall promptly provide, at TENANTIS
eXpense, necessary data to enable LANDLOIRD to fully comply vrith any and
every requirement of the State of California or the United States of
America for information or reports relating to this Lease and to TENANTIS
use of the Project Area. Such data shall include, if required, a
detailed breakdown of T'E'NANT'S receipts and expenses.
1". REVIS JOIT OF MINIMIT
UM AN1,T UAL RENTAL 'N)
The minimum annual rental specified in Paragraph 5A CRENT) shall be
subject to an automatic adjustment at the end of the fifth full
accounting year of the Lease and every five years thereafter. Said
<D
adjustment-, shall be in proportion to the change in the Consumer Price
Index for Los Angeles -Long Beach promulgated by the Bureau of Labor
Statistics of the U. S. Department of Labor.
Said automatic adjustment shall be calculated by means of' the following
,formula, and shall be effective for the succeeding five-year period:
X = A x B
�7
X = Adjusted minimum annual rental
A = $5,760
B = Average index for the year of adjustment
C = Average index for.the year 1972
14. CONTROL OF'OPERATING HOURS AND OPERATI14G PROCEDURES BY LANDLORD (11)
Before commenci ng business operations within the Project Area, TENANT
shall propose to the Directo^r, for his approval, operating schedules
and procedures. Said schedules and procedures shall be designed to
make all the services to be provided under the terms of this Lease
available to the public to the fullest extent reasonable. All changes
proposed in such schedules and procedures shall be submitted to the
Director for his approval at least ten (10) days prior to their imple-
mentation.
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In the event the Director does not approve the proposed sch6dules and
procedures, or changes therein, TENANT shall have the right to confer
with the Director and to present reasons for proposing such schedules
and procedures. If, after conferring with TENANT5 the Director con-
tinues to disapprove of the proposed schedules and procedures, the
Director shall make such changes therein as he deems reasonably proper,
r
and TENANT shall institut'e sucl-, changes. TENANT may, however, appeal
the maUter to the I Board of Supervrisors, i�,7hose decision shall be final
and conclusive. Tv"1NAN-,T agrees to operate in accordance with the sched-
ules and procedures approved by the Director or, if appealed to the
Board of Supervisors, in accordance with.the decision of said Board.
TENANTIS failure to comply with said schedules and procedures shall be
deemed a default.
Primary consideration shall be given to the public purpose of the
County tidelands in implementIng this clause.
71
Tl,-'.NANT agrees that he will operate and utanage the services and facilities
offered in a competent and efficient manner at least comparable to other
well managed operations of similar type.
TENANT shall at all times retain cactive., qualified, competent, and
experJAI.enced personnel to supervise TENANTIS operation and to represent
and act for TENANT. ,
TENANT shall require its attendants and employees to be properly
dressed, clean, courteous, efficient, and neat in ap
..pearance at all
times. TENANIT shall. not employ any person(s) in or about the Project
Area who shall use offensive lan,,guage or act in a loud, boisterous,
or otherwise improper manner.
TENANT shall ma-intain a close check over attendant:s and emolowees to
ly
insure the ma-Intenance of a high standard of service to the public.
i
TEINANT shall replace any employee whose -conduct is detrimental to the
best interests of the public.
15. CONTROLLED PRICES (N)
Before commencing business operations within the Project Area, TENANT
shall furnish the Director a schedule of the prices to be charged
for services to the public on or from the Project Area, whether the
same are supplied by TENANT or by its sublessees, assignees, conces-
sionaires, permittees, or licensees. TENANT shall notify Director of
any subsequent price changes thirty (30) days prior to their effe,ctive
date.
Said prices shall be fair and reasonable,� based on the following -con-
siderations:
A. The Demised Premises are intended to serve a public use and
to provide needed facilities to the public at fair and reasonable
cost.
B. TENANT is entitled to a fair and reasonable return upon his
investment pursuant to this Lease, and prices charged shall be
competitive with similar facilities elsewhere in Newport Harbor.
16. INSURANCE (14)
TE'NANT shall maintain insurance acceptable to LANDLORD in full force and
effect throughout the term of this Lease. The policy or policies for
said insurance shall name LANIDLORD as an additional insured and shall,
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as a minimum, provide the following forms of coverage in the amounts
specified:
A. Comorehensive Public Liability
(1) $500,000 bodily injury, each person;
(2) $13�00-0,000 bodily injury, each occurrence; and
(3) $500,000 property damage
B. Firc and Extended Coverage in an Lmount not less than ninety
value of all improvements
constructed or installed by TENANT within the Project Area.
The public liability insurance shall be in force the first . day of the
term.. of this Lease. The fire insurance shall be in force upon the date
01' completion of construction or installation of each major insurable
improvement by TENANT.
Each policy of insurance shall contain the following clause:
"IT IS AGREED THAT, THIS POLICY SHALL NOT BE CANCELLED NOR THE
COVERAGE REDUCED UNTIL THIRTY (30) DAYS AFTER THE DIRECTOR OF
HARBORS, BE`A,CHES, AND PARKS OF THE COUNTY OF ORAT-�IGE SHALL HAVE
RECEIVED WRITTEN 1,.�C)-M-CE OF
I A. SUCHT CAINCiELLATION OR REDUCTION. THE
NOTICE SHALL BE ZENT BY CERTIFIED OR REGISTERED MAIL J' ST,
AND IIALL
BE DEEMED EFFECTIVE THE DATE DELIVERED TO SAID DIRECTOR, As
EVIDENCED BY PROPERLY VALIDATED R.WITURT.,T RECEIPT."
TENAN,'0 arrrees to d,,,:�poslt with LANDLORD, at or before the time at which
CD .1
required to be --'Ln effect, two copies each of the certificate of insurance
necessary to satisfy the insurance provisions of this Lease and 4 -
Lo keep
such insurance in effect and t1he policy Or Policies therefor on den,osit
with lal',NDLORD during the entire term of this Lease.
T
LA11D.UORD shall retain the right at any til -Re to review the coverage,
form, and amount of the insurance required hereby. If, in the opinion
T
Of LANDLORD'S authorized representative, the insurance provisions of
this Lease do not provide adequate prot-ecl,-,ion for LANDLORD and for
members of' the public using the P-roject Area, LANDLORD may require
TENANT to obtain insurance sufficient in coverage, form, and amount
to provide adequate protection.
LANDLORD'S requirements shall be reasonable but shall. be designed to
assure protection from and against the kind and extent of the risks
which exist at the time a change in insurance is required.
LANDLORD shall. notify TENANT in-urriting of changes in the insurance
requirements and, if TENANT does not deposit copies of acceptable
insurance Policies with LANDLORD incorporating such changes within
ninety (90) days of receiDt of such no'tice, this Lease shall be in
default without further notice to TENANT, and LANDLORD shall be entitled
to all legal remedies.
The procuring of such required policy or policies of insurance shall
not be construed to limit TENIAINT'S liability hereunder nor to fulfill
the indemnification prov sio -L
i ns and requirements of this Lease, Notinith-
standing said policy or policies of insurance, TENANT shall. be obligated
for the full and total. amount of any damage, injury, or loss caused by
negli.-lence or neglect connected with this Lease or with use or
(D U
occupancy Of the Project Area.
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17. INDE1--!NIFICA'fION (N)
TENANT shall inderi-inify and save harmless LANDLOFED, its officers, agents,
and employees, from and against any and all claims, demands, loss, or
liabi'lity of any kind or nature (excepting those due to negligence of
LANDLORD) v�,h-ich LANDLORD, its officers agents, and employees, may
-hem o any of them for
sustain or incur or whIch may be imposc--.�d upon 1. m r
in5ury to or death of persons, or damage to Property as a result of,
arlsing out of, or In any manner connected i,,7itli this Lease or with
occupancy and use of the Project Area by TENAINT, itl-s officers, agents,
employees, subt-e-nants, licensees, patrons, or visitors.
18. TAXES AND ASSESSMENTS (S)
All taxes and assessments which become due and payable upon the Pro�ect
Area or upon fixtures, equipment, o.- other property installed or
construct.ed thereon, shall be the full responsibility of TE'NAI�41T, arid
TENANT shall cause said taxes and assessr-nents "L -1c, be paid promptly.
19. UNLAWFUL USE (S)
TENANT agrees no improvements shall be erected, placed upon, operated,
e T)
nor maintained within th Zroject Area, nor any business conducted
or carried on therein or therefror.n., in violatlion of the teri-,is of. this
Lea3e, or of any regulation, order of law, statute, bylaw, or olrdinance
of a governmental agency having jurisdiction.
20. ABANDONMENT (N)
If TENANT abandons the Dcamised Premises or is dispasses,sed by process
of law or other-v,,isra, title to any personal property bei-onging to TENANT
an d I e ft o n t. D a im i s e d P r a- 7,,,, 11 s & s t. hi r t y (30) days after such al[ja�,"idon-
ment or dispossession shall be dcemie-d to have been transferred to
T -ight, to reTiove and to dispos.e
LANDLORD LANDLORD shall have the i� 11
of such property without liability therefor to Tl`]INANT or to any person
claiming under TENANT and shall have no need to account therefor.
21. HOLDING OVER (N)
In the event TENANT shall hold over after the term here:Ln granted, such
holding over shall be a tenancy from month to month and shall be
governed by the terms, conditions, and covenants contained in this Lease.
22. ASSIGNING, SUBLETTING, AND ENCUMBERING (N)
A. General
Any mortgage, pledge, hypothecation, encumbrance, transfer,
sublease, or assignment (hereinafter in this clause referred
to collectively as "Encumbrance") of TENANTILIS interest in
the Demised Premises, or any part or portion thereof, shall
first be approved in writing by LANDLORD, unless otherwise
provided herein. Failure to obtain LANDLORDIS reauired written
approval of an Encumbrance will render such Encum�rance void.
Occupancy of the Demised Premises by a prospective transferee,
sublessee, or assignee before compliance with this clause shall,
at the option of LANDLORD., constitute a material breach of this
Lease.
Should LANDLORD consent to any Encumbrance such consent shall
not constitute a waiver of' any of the terms', covenants, or
C,
conditions of this Lease. ouch terms, covenants, or conditions
shall. apply to each and every Encumbrance hereunder and shall
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be severally binding upon each and cvcry party thereto. Any
document to mortgage, pledge, hypothecat'e, cricumber, transfer,
I
sublet, or assign the Demised Premises or any part thereof
shall incorporate directly or by reference all the.provisions
of.this Lease..
B. Personal Information to be SuDr)lied LA�NDLO'RD
TENTANIT shall sl.,pply LANDLORDIS Department of Re�al Property Services
with the necessary information to conduct background investiga-
tions on all persons or firm,s that TE"NAINT proposes to sublet to
o&- rent to, or that might establish rights to enter, control,
or ot'herlise encumber the Deriqised Premises by reason of agreements
made by TENANT.
C. Conditions of LANDLORD Approval
VI
1. Subleases for a period of five years or less (hereinafter
referred to as short-term subleases) shall not be subject
to the requirement of prior approval by LANDLORD. The TENANT
shall not, however, be precluded from requesting such prior
approval.
a. TENAINT must notify LANDLORD of all short-term subleases
or assignments by providing LANDLORD with:
(1) a copy of all documents relating thereto, and
(2) a statement of all terms and conditions of said
transaction, including the consideration therefor.
b. Should TENANrIL' choose not, to obtain LANDLORDIS approval
N
of short-term subleases or assignment of stock, LAMORD
reserves the right to disallow any unapproved -short-term
subleases or assignments of stock if any of the following
conditions prevail:
(1) TENAIT17, its successors, or assigns, are in default
in the terms of this Lease at the time of' execution
of the short-term sublease or assignment of the stock
whether notice of' default has or has not been given
b.y LANDLORD.
(2) Sublessee or assignee has riot agreed. in writing
to keep, perform, and be bound by all the terms
covenants, and conditions of this Lease.'
(3) Sublessee's use is in conflict with the terms
of this Lease.
(4) All terms, covenants, and conditions of e ncum-
brance, including the consideration therefor of any
and every kind, have not been revealed in writing
to LANDLORD.
(5) Additions to or alteration of existing -structures,
or construction of new structures by sublessee or
that are required of TE"I'ANT as a result of short-
term sublease, has not been approved by the Director
or are not in compliance with all. government regulations
and ordinances.
(6) If sublessee or assignee prove to be of undesirable
character.
I
LA NDLORD shall notify TE�IANT in writing, of the disallowance
of the short-term sublease or assig:nmeent for any of the
2
above reaso'ns, and T.E'NAINT shall immedia'Gely proceed to
remove any persons or'firins from the Demised Premises
3
that were.indicated by said. notice.
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2. Assignment, transfer, subleases (both long-term and short-
term), hypothecation, mortgages, and other encumbrances.
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a. LANDLORD agrees that it will not arbitrarily withhold
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consent of any 11_,',ncumbrance, b - ut- LANDLORD may withhold con-
sent at its sole discretion if any of the following
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conditions exist:
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1) TENAI,�IT or any of his successors or assigns are in
default in any term, covenant, or condition of this
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Lease, whether notice of default has or has not been
given by 11JANDLORID.
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(2) The prospective Encumbrancer has not agreed in
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wrilk-ling to keep, perform, and be bound by all the
terms, covenants, and conditions of" this Lease.
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(3) All. the terms, covenants, and conditions of
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Encumbrance, including the consideration therefor
of any and every kind, have not been revealed in
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writing to LANDLORD.
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(14) The construction required of TE1,1111dIT as a condi-
tion of this Lease has not been completed to the
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satisfaction of LANDLORD.
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fec NT
(5) The proces'sing required by LA1DLORD and set
out below has not been paid to LANDLORD:
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(a) A fee of Tiwo Hundred Fifty Dollars ($250)
shall be pai-d '11"o LANDLORD for nrocessing each'con-
20
sent to mortgage, pledge, hypothecation, or
encumbrance submitted to LAND T
.1JORD as required by
21
this Lease. This processing fee shal 1 be deemed
earned by LANDLORD when paid and shall not be
refundable.
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(b) A fee of Five Hundred Dollars ($500) shall
be paid to LANDLORD fo-r processing each consent
24
to assignment, transfer, or sublease submitted
to LANDLORD as required by this Lease. This
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processing fee shall be deemed earned by LANDLORD
when paid and shall not be refundable.
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If a processing fee has been paid by TENANT for,
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another phase of same transaction, a second fee
will not be charged.
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b.' Notwithstanding the provisions of A and C2a above,
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if requested by TEINANT, LANDLORD agrees to execute its
written consent to an assignment of' this Lease to a
30
trustee under a trust deed for the benefit of a lender
(herein called "Beneficiary"), upon and subject to the
31
fo llowing covenants and conditions:
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(1) Said trust deed and all rights acauired thereunder I
shall be subject'to each and all of" the covenants,
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12.052
conditions, and restrictions set forth in this Lease
and to all. rights and interests of LANDLORD hereunder,
except as herein otherwise provided.
(2) ln the event of any conflict between the provi-
sions of this Lease and the provisions of any such
trust deed, the provisions of' this Lease shall control.
(3) Upon and immediately after the recording of a
trust deed affecting the Demised Premises, TENAINT
at TENAINITIS expense, shall cause to be recorded in
the Office of the Recorder, Orange County, California,
a written request, executed and acknowledged by
LANDLORD, for a copy of any notice of default and of
any notice of sale under the trust deed as provided
by the statutes of the State of California relating
thereto. A
(21) At the time of requesting consent to a trust deed,
TE14ANT shall furnish to LANDLORD a complete copy of the
trust ' deed and note to be secured thereby, together
with the name and address of the holder thereof.
(5) LANDLORD agrees that it will not terminate this
Lease because of a default or breach on the part of
TENANT J..' the Beneficiary under any trust deed to
which LANDLOIJID has given,its consent, within sixty (60)
clays aftler- service of wrItten notice on the Beneficiary
by LANDLORD of its intention to terminate this Lease
for such default or breach, shall:
(a) Cure such default or breach if the same can
be cured by the payment or expenditure of money
requi3.,,ed to be paid under the terms of this Lease;
or if such default, or breach is not curable,
cause the trustee under the trust deed to commence
and thereafter to dilig)cntly pursue to completion
steps and proceedings for the exercise of the
power of sale under and pursuant to the trust
deed in the manner provided by law; and
(b) Keep and perform all of the covenants and
conditions of this Lease requiring the payment
or expenditure of money by TENTANT until such time
as the leasehold shall be sold upon foreclosure
pursuant to the trust deed or shall be released
or reconveyed thereunder; provided, however, that
if the Beneficiary shall fail or refuse to comply
with any or all of the conditions of this para -graph,
then and thereupon LANDLORD shall be released from
the covenant of -forebearance.
(6) The prior written consent of LANDLORD shall not
be required:
(a) To a transfer of the leasehold at fore-
closure sale pursuant to a trust deed, by judicial
foreclosure, or, by an assignment in lieu of
foreclosure; or
(b) To any subsequent transfer by . the Beneficiary
if the Beneficiary is an established bank, savings
and loan association, insurance company, retirement
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12-052
trust fund, or other org-anization that has been
approved by LAINTDLORDIS Department of Real Property
Services, and such Beneficiary is the purchaser
at such foreclosure sale.
Provided that in either such event, the Beneficiary
'J"
forthwith gives notice to LANDLORD in writirar of any
such transfer, setting forth the name and ad
dress
of the transferee, the effective date of such transfer,
and the express agreement of the transferee assuming
C1
and agreeing to perform all of the obligations under
this Lease, and submits to LANDLORD a copy of the docu-
ment by which such transfer was made.
23. SUCCESSORS IN INTEREST (S)
I
Unless otherwise provided in Ithis Lease, the terms, covenants, and
conditions contained herein shall. apply to and bind the heirs, suc-
ce'ssors, executors, administrators, and assigns of all the parties
hereto, all of whom shall be jointly and severally liable he.-eunder.
24. DEFAULT IN TERMS OF THE LEASE BY TENANT (N)
Should TENANT default in the performance of any covenant, condition, or
agreement contained her�ein (other -than the breach of Clause 22 (-ASSIGN-
1v1h1-JTt SUBLETTING, AND, LNIC UMBER ING-) , GENERAL CONDITIONS, for whic7.h
immediate notice of' terminat-ion may be given) and should default continue
for a period of' thirty (30) days from and after service upon TEINANT 0�'f
written notice thereof by LANDLORD. then and in any such event, LANDLORD
may, at its options tez-viiinate this Lease by giving TENANT written notice
thereof" and thereupon the right of' TENANT 'in 'aind to ",he leased land and
all improvemnents thereon shall. coase. and end, an.C1, LA1,1DLr'1'-1D -may, without
fu'rther notice or demand or legal process, re-enter Aaqnd take possession
of said land and all improirements, -thereon and oust TENA1,17' and all
persons claim�ing under TENANT therefrom and TENANT arid all such persons
shall quit and surrender possession of said land and all improvem'ents,
thereon to LANDLORD.
Ira the event LANDLORD shall coi,,imence legal. action against TENANT claim-
ing a breach or default of this Lease, LANDLORD shall be entitled to
recover costs of sustaining such action, including reasonable attorney
fees, from, TENANT.
25. LANDLORD'S RIGHT TO RE-ENTER (N)
TENANT agrees to yield and peaceably deliver possession of the Demised
Premises to LANDLORD on the date of termination of this Lease, whatso-
ever the reason for such termination.
Upon giving written notice of termination to TENANT, LANDLORD shall have
the right to re'enter and take possession of the Demised Premises on the
date such termination becomes effective without further notice of any
kind and without institution of' summary or regular�legal proceedings.
Termination of the Lease and re-entry of the Demised Premises by LAND-
LORD shall in no' way alter or diminish any obligation of TENTANT under
the Lease terms and shall not constitute an acceptance or surrender.
126. QUITCLAIM OF TENANT'S INTEREST UPON TERMINATION (S)
Upon termination of this Lease for any reason, including but not
limited to termination because of default by TEIJf�'IJT, TET,JANT shall
execute, acknowledge, arid deliver to LAI,,TDLORD, within thirty (30) days
after receipt of written demand therefor, a good and*sufficient deed
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239-03
12.0521
whereby all ritr.,,ht, title, and interest of TENJ�NT in the Demised
Premises is quitclaimed to LANDLORD. Should TENAN�2 fail or refuse to
deliver the required deed to LA1ZLORD, LA14DLORD may prepare and record
a notice reciting %I
the failure of TETTAII"�T to execute, acknowledg
,e, and
deliver such deed and said notice shall be conclusive, evidence of the
term.ination of this Lease and of all right of TE111ANT or those claiming
under TENANT in and to the Demised Premises,
271. EMINENT DOMAIN (N)
In the event the whole or any part of the -Project Area is condemned
by a.public entity in the lawful exercise of the power of eminent
domain, this Lease shall cease as to the part condemned upon the date
possession of that part is taken by the public entity.
If less than ten percent (10%) of the Demised Premises is condemned
and the taking of' that part does not substantially impair the capacity
of the remainder to be used for the purposes required in this Lease,
TENA�IT shall continue to be bound by the terms, covenants, and condition";
o f t h i s 1, (,� as e Except, the minimum annual rental shall be reduced
in proportion to the relationship that the comDensation paid by the
public entity for the portion of the Demiscd Premises condemned bears
to the value of the whole of the Dcm.ised Prei-fiises as of th,e date
possession of the part is taken by the public entity.
If ten percent (10'/`�')� or more is condemned and the taking of the part
substantially impairs the capacity of t1he remainder to be used f -or
the purposes required in this Lease, TE111ANT shall have the.election
of:
A. Terminating this Lease and being absolved of obligations
here,undor whlich have not, accru,.ed at the date possession is
taken by the public entity; or
B. Continuing to occupy the remainder of the Demised Premises
and remaining bound by the terms, covenants, and conditions of
this Lease. If TEIJANT elects to continue to occur)
L' L' y the remainder,
the annual minimum rental shall be reduced in proportion to the
relationship that the compensation paid by the public entity for
the portion of the Demised Premises'condemned bears to the value
of the whole of the Demised Premises as of the date possession
of the part is taken by the public entity.
TENANT shall give notice in writing of his election hereunder within
thirty (30) days of the date possession of the part is taken by the
public entity. I
Should a portion of the Demised Premises be condemned and the minimum
rental be reduced as provided above, the minimum annual rental shall
continue to be subject to automatic revision in accordance with Clause 13
(REVISION OF MINIMUM ANNUAL RENTAL), GET-TERAL CONDITIONS. Except,
the next succeeding automatic adjustment shall be waived if the' date
upon which possession is taken by the public entity is less than two
accounting years before the date such adjustment is scheduled to be
effective; and if the da 4-e upon which possession is taken by the public
entity is more than two but less than five accounting years before
the date the next succeeding automatic adjustment is scheduled to
be effective, the annual minimum rental shall be automatically adjusted
on the date such adjustment Is scheduled to be effective to equal
seventy-five percent (75%) of the average annual rental paid by TENANT
t6 LANDLORD for those accounting years w'-'hich occur between the date
Possession is taken and the date scheduled for said.next succeeding
automatic adjustment.
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LANDLORD sh,.�,ll be entitled to rcceive and shall receive all comnensation
for the condemnation of all or any portion of the Demised Premises by
exercise of eminent domain except as hereinafter provided. TENANT shall
be entitled to that portion of said com'Pensation which is the value
of the loss of use of TEINANT-construc"L;ed improvements on the Project
Area for the remainder of the Lease term.
28. RESERVATIONS TO LANDLORD (N)
The Demised Premises are accepted by TENANT subject I.; , o any and all
existing easements and encumbrances. LANDLORD reserves the right
to install, lay, construct, maintain, and repair utilities and ap-
purtenances necessary or convenient in connection therewith, in, over
upon, through, across, and along the Demised Premises or any part
thereof, and to enter the Demised Premises for any and all such purposes.i
LANDLORD also reserves the right to grant public untility franchises,
easements, rights of way, and pe-rinits in, over, upon, through, across,
and along any and all portions of the Dfemised Premises. No right
reserved by LANDLORD in this clause shall. be so exercised as to interfere�
unreasonably with 7ENANITIS operations hereunder or to impair the security,
of any Deed of' Trust or other obligation of TENANT secured by the
leasehold or any.interest therein.
LA147DLORD further agrees that shouid the exercise of these rights
temporarily interfere with the use of' any or all of the Demised Premises
by TE1117ANT, the rental shall be reduced in proportion to the interference
with TEENANTIS use of the Demised Premises.
29. AMENDMENT (S)
This Lease sets forth the entire agreement betweel-I LAP,,TDLORD and TENANT
and any modification must be in the form of a written amendment.
30. LEASE ORGA14IZATION (S)
The var�ious headincs in this Lease, the numbers thereof,,and th . e organ -
C -D
ization of the Lease into separate sections and paragraphs are for
purposes of convenience only and shall not be considered otherwise.
31. FORCE MAJEURE (N)
If either party hereto shall be delayed or prevented from the perform-
ance of any act required hereunder by reason of acts of God, restrictive
governmental laws or regulations or other cause without fault and
beyond the control of the party o5bligated (financial inability expepted),
performance of such act shall be excused for the period of the delay;
and the period for the performance of any such act shall. be extended
for a period equivalent to the period of such delay. However, nothing
in this clause shall excuse TENANT from the Drompt payment of' afiy
rental or other charge required of TENANT, except as may be expressly
provided elsewhere in this' Lease.
32. PARTIAL INVA T
"IDITY (S)
If any term, covenant, condition, or provision of this Lease is held by
a court of competent jurisdiction to be invalid, void, or unenforceable,
the remainder of the provisions hereof shall remain in full force and
effect and shall in no way be affected, impaired, or invalidated
thereby.
33. WAIVER OF RIGHTS (N)
�The failure of LANDLORD or TENANT to insist upon str . ict performance of
I
-19-
1
2
3
4
5
a
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
239-o5
12-052
any of the terms, covenants, or conditions of this Lease shall not be
deem,ed a walv--r of any right or remedy that LANDLORD or TENANT may
have, and shall not be deemed a waiver of the right to require strict
performnance of all the terms, covenants, and conditions of the Lease
thereafter nor a waiver of any remedy for the subsequent breach or
default of any term, covenant, or condition of th-e Lease.
34. NONDISCRIMINATION (S)
TENANT agrees not to discriminate against any person or class of persons
L.'�
by reason of sex, race, color, ci,eed, or n-ational origin. TENANT shall
make its accommodations and services available to the public on fair
and reasonable terms.
35. AVAILABILITY OF'SLIPS (N)
As provided in Clause 34 (NONDISCRIMINATION), GENERAL CONDITIONS, TENANT�,
shall make the boat berthing facility, including "Ghe access to said
facility throuf.-Ylh Baysl-lore Development, available on fair and reasonable
terms without discrimination. To ensure im-olr..,;mentat-'1.on of this policy,
TENANT shall. maintain a public register of persons seeking to rent
boat- berthing facilities within the Project, Area. The register shall
cont-ain the names and addresses of persons and size of facility sought,
listed in the order in -which the applications to rent are received.
TENANT shall make a reasonable effort to contact those persons regis-
tered and to allow thei'l an opportunity to rent boat slips of appropriate
length as such slips become available for- rent. TEETNANT may re.quire
persons so registered to nrovide evidence of financial ability to
pay and may inspect the vessel as to its suitability to occupy the
slip requested. TENAN'T may ftll't'her require compllance with 'reasonable
r 'es an'd regulations w-1."Gh respe(,,t to the use of the Project Ai�ea
ul.
TEINANT may cancel , any agreement for the rental of such boat s-1 - ips'
for due cause or noncompliance with rules and regulations. TE'NANIT
may prohibit living aboard vessels wit-hin the Project Area.
LANDLORD shall through its duly authorized agents or representatives,
have the rig'Int to examine said register at any and all reasonable
times for the purpose of deterininicng the accuracy thereof.
36. INSPECTION (S)
LANDLORD or his authorized representative shall have the right at
all reasonable times to inspect the Project Area to determine if the
provisions of this Lease are being complied with.
37. TIME (S)
Time is of the essence of this Lease.
-20-
DESIC"RIPTION
PROJECT NO: PM 1002
PROJECT: LOWER NEWPORT BAY
PARCEL NO: 20
A.P. NOi PTN. 49-177-25
0
PM, )-002-20
DATE: 11-9-72
WRITTEIN BY: P.D.P.-PJO
CHECKIED BY: L. E. H -,-,
APPROVED BY: R.F.D.
A stxip of I -and 80 feet in width,'in the Ci -("y of Newport Beach,
County of Orange, State of California, bounded on the North by
CD
the southerly 'Line of Tract No. 2095, recorded. in booL.,- 58, page 19
of Miscellaneous M" -Ds- in the office of the County Recorder of' said
County; bounded on the South by the U. S. Pierhead Li-ne as said
line is sho,.-n on a maT) entitled "Harbor Lines Ne,.�Iport Fay Harbor
California" and approv'ed February 15, 1951, by the Dzparti-iien'Cl of
C 4 -
the Army and on file in the office of the Distri U Engineer, Los
Angeles County in File Nlo. 972-2; bounded on the East by the South-
westerly prolongation of the northeast-erly line of Lot 1 of said
Tract; and bounded on the West by the southeasterly prolongation
CD
of the northwesterly line of Lot 20 of said Tract.
TO BE USED FOR LEASE PURPOSES ONT-�Y
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BARNES, SCHAG, JOHNSON & KENNEDY
ATTORNEYS AT LAW
I tem
Estimated
Items with Lump Sum or
Unit
No.
Quantity
Prices Written in Words
Price
Total
6.
58 Ea.
Prestressed concrete piling, 14"
diam., 38' to 42' lengths, with
pile rollers, complete in place,
for the pricle of
Per Ea.
7.
12 Ea.
Treated timber building support
piling, complete in place, for
the price of
Per Ea.
8.
26,144 S.F.
Docking structure including con -
deck area
crete, decks and pontoons, wood
including
facia, knee braces, bumper strip,
knees
cleats, and all necessary hard-
ware, complete in place, for the
price of
Per S.F.
9.
2 Ea.
Gangways, 4' x 30', complete in
pl.ace, for the price of
Per Ea.
10.
131 Ea.
Locker Boxes, with electrical
and/or water mounting provisions,
complete in place, for the price
of
Per Ea.
11.
6 Ea.
Trash containers, complete in
place, for the price of
Per Ea.'
I tem
Estimated
Items with Lump Sum or
Unit
No.
Quantity
Prices Written in Words
Price
Total
12.
Lump Sum
Water system, starting at and
including flexible drop below
buildings, complete in place,
for the price of
Lump
13.
Lump Sum
Electrical system, including
primary and secondary conduits,
transformer pad, main panels in
building, complete electrical
system for docks, incoming tele-
phone service conduit and tele-
phone system for docks as shown
on plans, complete in place, for
the price of,
Lump Sum
14.
Lump Sum
Holding tank pump out system,
including piping to and flexible
drop from building, complete in
place, for the price of
Lump Sum
TOTAL
CONTRACT
(Written in Words)
PROPOSAL
P.Age 3 of 3
INSTRUCTIONS TO BIDDERS.
FOR THE CONSTRUCTION OF
SMALL BOAT BERTHING FACILITY IMPROVEMENTS
FOR
BAYSHORES MARINA
Bids are invited on the Small Boat Berthing Facility improvements as
detailed on the "Plans for a Small Boat Berthing Facility, Bayshores
Marina," in the City of Newport Beach, California, Sheets 1 through 8,
dated December 19, 1972. Bids shall be submitted to the Commercial
Site of Sign/Construction Section of The Irvine Company, 610 Newport
Center Drive, Newport Beach, California 92660, not later than
. Plans and specifications may be secured from
the Commercial Site of Sign/Construction Section, 8th floor, at the
above address at a cost of $20.00 per set, non-refundable. Soils
investigation reports and other pertinent data may be reviewed at the
office of The Irvine Company or at the office of the Engineer, Raub,
Bein, Frost & Associates, 136 Rochester Street, Costa Mesa, California,
from 8:00 a.m. to 5:00 p.m., Monday through Friday.
INSTRUCTIONS TO BIDDERS
Page 1 of 3
'PROPOSALS
Proposals shall be made in accordance with'the following instructions:
'A. Proposals shall be made on the kid Form p repared and furnished
by the Owner. Each and every item shall be properly filled out.
Numbers shall be stated in figures; signatures of each person
shall not show evidence of erasures, interlineations or altera-
tions.
B. Consideration will be given only to those contracts which include
a bid for every item contained in the contract.
C. Proposals shall not contain any recapitulation of work to be done.
Alternate proposals other than those specifically called for will
be considered. Oral or telegraphic proposals and modifications
will not be considered.
D. Prior to submitting a proposal, Bidders shall examine the drawings,
specifications, and the Contract Documents, visit the site of the
work, and fully inform themselves as to all existing conditions
and limitations.
E. Proposals shall include a sum to cover'the cost of all items included
in the Contract, including stipulated allowances.
F. Proposals shall be enclosed in a -sealed opaque envelope bearing the
name of the Bidder and marked:
Small Craft Berthing Facility,,Bayshores Marina
G. Bids Will not be publicly opened. Each Bidder will be notified of
the Owner's decision.
INTERPRETATION OF DRAWINGS AND DOCUMENTS
A. Should a Bidder find discrepancies in or omissions from the drawings
or specifications, or should he be in doubt as to their meaning, he
shall at once notify the Engineer.
B. Should the Bidder discover any points of conflict between the work
and any rules, laws, or ordinances of the municipality in which
the work is,to be performed, he shall notify the Engineer at once.
C. Should the Engineer find it necessary to issue a clarification or
change, a written Addendum will be mailed to all Bidders.
INSTRUCTIONS TO BIDDERS
Page 2 of 3
D. Neither the Owner nor the Engin will be responsible for any oral
instructions.
ADDENDA
Any and all addenda issued by the Enqineer or Owner during the time of bid-
ding shall form a part of the drawings, specifications and Contract Do uments,
and shal 1 be i ncl uded by the Bi dder i n hi s Proposal The Contractor shall
indicate the addenda number that his bid represents in the space provided on
the proposal form.
WITHDRAWAL OF BIDS
Bids ma be withdrawn by the Bidder pr ior to, but not later than, the time
y
fixed for the receipt of bids.
AWARD OF REJECTION OF BIDS
The Owner reserves the right to reject any or all proposals, to accept other
than the I owest proposal , and to waive any informal i ty i n any proposal
PAYMENT
Invoice amounts shall be in accordance with the following payment schedule
as applicable to the Contractor's total cost.
a. The Contractor may invoice the Owner on the first of the month
following the month during which the work is completed. Invoice
amounts shall be equal to 90% of cost of all work completed less
previous payments.
b. 10% thirty-five (35) days.after the Owner accepts the work and a
notice of completion is filed.
LIST OF DOCUMENTS:
Instruction to Bidders (3 pages)
General CondT`f`ions �22 pages)
Special -Provi-sions - Small Boat Berthing Facility Improvements,
BayshoreS Marina improvements. (6 pages)
5, 7 8.
Detailed Specifications - Sections 2, 3, 4, and pages)
6 -f -d Form for Small Boaf Berthing Facility Improvements, Bayshores
Marina.
Drawings - Plans for a "Small Boat Berthing Facility, Bayshores Marina,"
Sheets I through 8, dated December 19, 1972.
INSTRUCTIONS TO BIDDERS
Page 3 of 3
GENERAL CONDITIONS
FOR
THE IRVINE COMPANY
TABLE OF CONTENTS
Page to.Page
I.
DEFINITION OF TERMS . . . . . . . . . . . .
. . 1
II.
STANDARD SPECI FICATIONS . . . . ... . . . .
. . 1
III.
SCOPE OF THE WORK . . . ... . . . . . . .
. . 1
3
A. Contract Documents . . . . . . . . . . .
. . 1
B . Schedules . . . . . . . . . ... . . .
. . 2
C . Separate Contracts . . . . . . . . . . .
. . 2 -
3
D. Related Work Not Included in the Contract
3
IV.
LEGAL RESPONSIBILITIES . . . . . . . . . . .
. . 3 -
7
A. Patents and Copyrights . . . . . . . . .
. . 3
B. Insurance . . . . . . . . . . . . . .
4
5
C. Observance of Laws and Regulations . . . . .
. . 5
D. Performance Bond and Labor and Material Bond . .
. . 5
6
E% Permits, Fees, and Licenses . . . . . .
6
F. Subcontractors . . . . . . . . . . .
. . 6 -
7
G. Use of Explosives . . . . . . . . . . .
. . 7
H. Guarantees . . . . . . . . . . . . .
. . 7
V.
CONTROL OF THE WORK . . . . . . . . . . . .
. . 7
- 15
A. General Supervision . . . . . . . . . .
. . 7
- 8
B. Construction Facilities . . . . .. . . . .
. . 8
- 9
C. Safety and Public Convenience . . . . . . .
. .
TABLE OF CONTENTS
(continued)
Page
to Page
V. CONTROL OF THE WORK (continued)
D. Damage by Trespass . . . . . . . . . . . .
. 11
E. Layout of the Work . . . . . . . . . . ...
. 11
F. Inspection . . . . . . . . . . . . . .
. 11
G. Materials and Workmanship
11
- 12
H. Testing and Rejection . . . . . . . . . . .
. 12
- 13
I. Shop Drawings . . . . . . . . . . . . .
. 13
14
J. Record Drawings . . . . . . . . . . . . .
. 14
15
VI. PROSECUTION OF WORK . . . . . . . . . . . . .
. 15
22
A. Performance of Work . . . . . . . . . . ...
15
16
B. Right -of -Way and Land . . . . . . . . . . .
. 17
C. Suspension of Contract . . . . . . . . . .
. 17
18
D. Protection of Property and Utilities . . . . . .
. 18
- 20
E. Payments . . . . . . . . . . . . . . .
. 20
- 21
F. Schedule of Prices and Allocation of Owner,'s Cost
21
- 22
G. Final Payment . . . . . . . . . . . . .
. 22
GENERAL CONDITIONS
PAGE 1 OF 22
DEFINITION OF,TERMS
rds are used in the contract documents, the
Whenever the following wo
intent and meaning shall be as follows:
OWNER THE IRVINE COMPANY or its Representative, duly authorized to
t, acting d
superintend the execution of this contrac irectly or through
his duly authorized agents.
ing or architectural
ENGINEER - Consulting firm rendering engineer
services to the Owner.
contracting with the Owner for the
CONTRACTOR - The party or parties, of work covered by this
furnishing ot materials and the performance
contract.
CONTRACT DOCUMENTS The Invitation to Bid, the Proposal, the Agreement,
the Specifications, and all modifi-
the Plans, tn� General Conditions,
ments prior to execution of the con -
cations incorporated in those docu
tract.
STANDARD SPECIFICATIONS
de within these documents to the Standard
Whenever reference is ma
rence shall be construed to mean the Standard
Specifications the refe 11 amendments, changes or additions
Specifications listed below with a
in effect at the time the plans and specifications are issued for
bidding.
Standard Specifications for Public Works Construction,
latest edition
Standard Specifications
State of California
Department of Public Works
Division of Highways,.latest edition
SCOPE OF THE WORK
A. Contract Documents
The Contractor will be furnished three (3) complete sets of Contract
Documents at no cost. All additional copies which may be required
by him will be furnished by the owner at the net cost I of reproduc-
tion plus transportation charges, if.any.
The Contract Documents are complementary and what is specified by
one shall be as binding as if called for by all,.
GENERAL CONDITIONS
PAGE 2 OF 22
B. Schedules
At the time of execution of the Contract, the Contractor shall
submit to the Owner on a chart form a schedule of operations
giving the estimated date that each part or branch of the work
will be started and completed. Schedules shall conform to the
work and time set forth in the agreement and shall be subject
to approval by the Owner.
After award of the Contract, the Owner will hold a meeting of
the various Contractors performing work affecting this Contract
and the Owner's representatives in order to adapt and coordinate
the schedule of work under this Contract to work under other
contracts. Contractor shall prepare for this meeting tentative
construction schedules for all items of work under this Contract
including material delivery schedules.
C. Separate Contracts
Conditions of Separate Work
The Owner reserves the right to execute separate contracts. The
Owner, under separate contract, may construct and/or have under
construction certain portions of the work for the proposed facility.
Drawings for such work may be referenced as exhibits in the schedule
of drawings and these are herewith called to the attention of the
Contractor. Due and extreme care shall be exercised during all
operations of the work to protect concurrent and existing work from
damage of any nature. The Contractor shall review these references,
shall visit the site and verify to his satisfaction the conditions
shown, and may at his discretion examine exhibits for concurrent
and existing work upon request to the Owner. The Contractor shall
then accept the conditions of the separate work and proceed with
the work to be done. All provisions of the Contract Documents
.relating to protection, guarding, repairing of Contractor caused
damage to work and any and all other provisions relating to responsi-
bility of the Contractor to adjacent property shall apply to the
separate work.
Coordination with Separate Contractors
The Contractor shall perform the work so as to coordinate with and
fit his work to the work performed by separate Contractors. He
shall give the separate Contractors every reasonable opportunity to
perform their work, store equipment and/or materials and fit the
work of one prime contract to that of another. He shall furnish
all necessary information in order that all work shall properly
coordinate. The Contractor shall coordinate his work with the work
to be done by outside utility companies and he shall be responsible
for giving written notices, schedules or other written directions
and shall follow up on these, toward the end of achieving coordinated
GENERAL CONDITIONS
PAGE 3 OF 22
III. SCOPE OF THE.WORK (continued)
C. Separate Contracts
Coordination with Separate Contractors
construction progress. Such notices shall be given a minimum of
four (4) days in advance of required day to commence work, perform
inspection, furnish material or information.
Progress of Separate Contractors
The Contractor shall notify the Owner immediatel of lack of prog-
y
ress or defective workmanship on the part of other contractors,
where such defective workmanship will interfere with his own opera-
tions. Failure of the Contractor to keep informed of the work pro-
gressing on the site and failure to give notice of lack of progress,
lack of proper cooperation, or defective workmanship by others,
except as may develop after installation of the Contractor's work,
shall be construed as acceptance by him of the status of the work
as being satisfactory for proper coordination with his own work.
Disputes or Disagreements
Any disputes or disagreements related to coordination of the work
of the Contractor and separate contractors shall be submitted to
the Owner and the decision of the Owner shall be conclusive and
binding upon all parties concerned. f
D. Related Work Not Included in the, Contract
The following items which are related to the work of this Contract
are not included in this Contract. Work which is required to be
performed prior to, or in conjunction with, the work of,this Contract
will be performed by others under direct contract with the Owner,
or as otherwise,provided for by the Owner.
IV. LEGAL RESPONSIBILITIES
A. Patents and Copyrights
The Contractor shall hold and save the Owner harmless from liability
of any nature andkind, including costs and expenses, for or on
account of any copyrighted or'uncopyrighted composition, secret
process, patented or unpatented invention, article, or appliance,
manufactures., furnished or used by him in the performance of this
Contract, including their use by the Owner unless otherwise specifi-
cally stipulated in the Contract.
GENERAL CONDITIONS
PAGE 4 OF 22
IV. LEGAL-RESPONS,I,BILITIES (continued)
B. insurance
General Requirements
No work shall be done under this contract section unless there is
in effect insurance required under this section nor shall the
Contractor allow any Subcontractor to commence work on his sub-
contract until all insurance required of the Subcontractor has
been so.obtained.
The Contractor shall maintain, or cause to be maintained, adequate
workmen's compensation insurance under the laws,of the State of
California, and shall provide or cause to be provided employer's
general,liability insurance for the benefit of his employees and
the employees of any Subcontractor under him not protected by such
compensation laws.
The Contractor shall furnish satisfactory proof, by certificate or
as otherwise may be required, that he has taken out public liability,
property damage, and workmen's compensation insurance with insurance
carriers satisfactory to the Owner. Said insurance shall protect
Contractor against loss from liability imposed by law from damages
on account of bodily injury, including death resulting therefrom,
,suffered or alleged to have been suffered by any person or persons,,
other than employees, and from damage to property, caused directly
or indirectly by the performance or execution of this Contract or
any subcontract thereunder. Said insurance shall also cover acci-
dents arising out of the use of automobiles and trucks operated
directly or indirectly in the execution of the work covered under
this Contract.
Comprehensive Public Liability and Property Damage Insurance
All Public Liability and Property Damage Insurance shall be main-
tained in full force and effect by the Contractor during the entire I
period of performance under this Contract. The amounts of coverage
of said insurance shall be not less than the following:
Public Liability - $500,000 bodily injury for each person -
it
injured in one accident;
$1,000,000 bodily injury for each
occurrence,
Property Damage $500,000 one occurrence.
GENERAL CONDITIONS
PAGE 5 OF 22
IV. LEGAL RESPONSIBILITIES (continued)
.B. Insurance
Automobile Public Liability Insurance
If and whenever any Contractor or Subcontractor in carrying out
the Contract operations shall use and operate automobiles, trucks
or other vehicles on public and private highways, each such
Contractor or Subcontractor shall carry the full expense of
Automobile Public Liability Insurance with limits of not less
than $100,000 for any one person and $300,000 for,any one accident.
Non -Cancellation Clause
All policies shall have a non -cancellation clause providing that
ten (10) days written notice shall be given to the Owner prior to
such cancellation,
Fire Insurance
The Owner is to have in effect fire insurance on all work subject
to loss or damage by fire. The fire insurance shall be in an amount
not less than ninety percent (90%) of the full insurable value of
all improvements constructed or installed within the project area.
Additional Named Insured
The Owner shall be additional named insured by all insurance
policies required under this section.
C. Observance of Laws and Regulations
The Contractor shall keep himself informed of all laws, ordinances,
and regulations in any manner affecting those employed on the work,
or the materials used in the work, or in any way affecting the con
duct of the work, and of all orders and decrees of bodies or tri-
bunals having any jurisdiction or authority over the same. He shall
at all times himself observe and comply with, and shall require all
his agents, employees and Subcontractors to observe and comply with
all such applicable laws, ordinances, regulations, orders, and
decrees in effect or which may become effective before completion
of this Contract; and shall protect and indemnify the Owner against
any claim of liability arising from or based upon the violation of
any such law, ordinance, regulation, order or decree, whether by
himself, his employees or his Subcontractors.
D. Performance Bond and Labor and Material Bond
The Contractor agrees to furnish bonds guaranteeing the performance
of this Contract and guaranteeing payment for all labor and material
-GENERAL CONDITIONS
PAGE 6 OF 22
IV. LEGAL RESPONSIBILITIES (continued)
D.
Performance Bond and Labor and Material Bond
used under this Contract, as required by the laws of the State of
California, in forms approved by the Owner. Such bonds shall be
issued jointly to the Owner and the County of Orange.
Performance Bond - shall be for an amount not less than
one -hundred percent (100%) of the amount of this
Contract, and shall be conditioned on full and
complete performance of the Contract, guaranteeing
the work against faulty workmanship and materials
for a period of one year after completion and
acceptance.
Labor and Material Bond - shall be in amount not less
than one -hundred percent (100%) of the amount of
this Contract, and shall be conditioned upon full
payment of all labor and material entering into or
incident to the work covered by this Contract.
The premiums on such bonds are to be paid by the Contractor.
E.
Permits, Fees and Licenses
The Owner will obtain all permits and pay all fees necessary to
the construction of the work.
The Contractor shall give all necessary notices and comply with
all laws, ordinances, rules and regulations relating to the work
and to the preservation of public health and safety.
Unless explicitly provided otherwise in the specifications, all
licenses necessary to the prosecution of the work shall be secured
by the Contractor at his own expense, and he shall pay all taxes
properly assessed against his property or equipment used in con
I
nection with the work.
F.
Subcontractors
No Subcontractor will be recognized as such, and all persons
engaged by the Contractor for the furnishing of labor, materials,
equipment, or any one or -most of them, will be considered as
employees of the Contractor, except regarding insurance as pro-
vided herein.
G.
Use of Explosives
Attention is hereby directed to Division XI of the Health and Safety
Code of the State regarding storage and transportation of explosives.
GENERAL CONDITIONS
PAGE 70F 22
JV. LEGAL,RESPONSIBILITIES (continued)
G. Use of Explosives
In the use of explosives, the Contractor shall use the utmost care
not to endanger life and property. The Contractor shall be respon-
sible for any and all damage resulting from the use of explosives.
No blasting shall be done which will damage subsurface conduits or
structures; in no case shall blasting be done within ten (10) feet
of any subsurface installation without the prior consent of.the
Fire Department.
.H. Guarantees
The Contractor shall guarantee, on the format provided in the
specifications, all parts of the work furnished by the Contractor
against defective materials or workmanship for a period of one (1)
year from the date of completion of the Contract.
V. CONTROL OF THE WORK
A.. General Supervision
Owner Supervision
The Owner will have the general supervision of the work. He will
have the authority to stop the work whenever in his judgement the
execution of the work is not in conformity with the terms of this
Contract. He will have authority to reject any work or materials
which do not conform to the Contract Documents, to recommend the
concentration of forces to portions of the work that in his judge-
ment may require such concentration in order to properly execute
the work, and to decide in all cases every question which may arise
relative to the fulfillment of this Contract on the part of the
Contractor.
Interpretation of Plans and Specifications
In case of conflict or inconsistency between the drawings and the
specifications, the Contractor shall immediately notify the Owner
and the Engineer. The Engineer shall be the sole judge of the true
intent of the drawings and specifications and of the quality of
work done and materials furnished in performance of the Contract.
His decisions relative tothese matters shall be final.
Contract Supervision
The Contractor shall give his personal attention to the faithful
prosecution of the work and shall be present in person, or be
GENERAL CONDITIONS
PAGE 8 OF 22
V. CONTROL OF THE WORK (continued)
A. General Supervision
Contract Supervision
represented by a duly authorized and competent subordinate, on the
site of the work continually during working hours to receive direc-
tions or instructions from the Owner. Whenever the Contractor is
not present on the work site, orders or directions may be given by
the Owner to the Contractor's Superintendent or to a foreman who
may be in charge of the work.
Superintendents and Foremen
Any superintendent, foreman, laborer, or other person employed on
the work by the Contractor who fails or refuses to perform the work
in the manner specified herein shall be discharged immediately by
the Contractor and such person shall not again be employed on the
work. When required in writing by the Owner, the Contractor or any
Subcontractor shall discharge any person who is, in the opinion of
the Owner, incompetent, unfaithful, disorderly, or otherwise unsat-
isfactory. Such discharge sha'll not be the basis of any claim for
compensation or damage against the Owner.
B. Construction Facilities
Water
The Contractor shall provide and maintain at his expense an adequate
supply of water of quality suitable for the required construction
and domestic use.
Power
The Contractor shall make his own arrangements for power and shall
pay for all power and installation thereof required for construction
purposes.
Telephone
Provide and maintain telephone services with a telephone set in the
Contractor's office. All costs in connection with such facilities
shall be paid for by the Contractor.
Temporary Buildings
The Contractor shall provide necessary temporary structures including
offices, service, repair and storage facilities. Storage facilities
GENERAL CONDITIONS
PAGE 9 OF 22
V. CONTROL OF THE WORK (continued)
B. Construction Facilities
Temporary Buildings
shall be weather -tight. Temporary buildings and/or trailers shall
be removed as soon as the need for them is satisfied. Temporary
buildings shall be painted two (2) coats.lead and oil paint, of
approved colors.
Storage
The Contractor shall be responsible for the storage of all materials,,
equipment and so on, which are used in the work. All materials,
equipment and articles at the site shall be adequately housed by
the Contractor or otherwise protected by him against deterioration
and damage. If any materials stored at the site or any partially
completed structures are not adequately protected by the Contractor,
the material or the partially completed structures may be kept pro -
t ected by the Owner at the expense of the Contractor. All costs
incurred through the failure to provide protection shall be borne
by the Contractor during the course of the work.
Dust Control
The Contractor shall conduct his operations in such a manner, and
shall provide control so as to reduce the creation of obnoxious
dust, complying with local ordinances. If necessary, a water wagon
shall be provided for use on the work.
Sanitation
The Contractor shall provide temporary toilet facilities for the
use of all workmen. The toilet building shall be maintained in a
sanitary condition at all times and at the completion of construc-
tion shall be removed from the site.
C. Safety and Public Convenience
Safety Regulations
The Contractor shall provide for the protection of all persons and
property as herein specified. Attention is called to "Construction
Safety Orders", "Trench Construction Safety Orders", and "General
Industrial Safety Orders" of the State of California, Department of
Industrial Relations to which the Contractor is required by law to
conform. He shall provide himself with copies of these rules, and
orders, which may be obtained from the State offices, Los Angeles,
GENERAL CONDITIONS
PAGE 10 OF 22
V. CONTROL'OF THE WORK (,continued)
C. Safety and Public Convenience
Safety Regulations
California. In the event the Contractor fails to observe any of
the safety provisions of these specifications, the Owner shall
order the necessary work done by others, and all such necessary
work shall be done at the expense of the. Contractor.
Accident Protection
The Contractor shall take all necessary measures to protect the
work and prevent accidents during the construction. He shall
provide and maintain sufficient night lights, barricades, guards,
temporary sidewalks, temporary bridges, danger signals, watchmen
and necessary appliances and safeguards to properly safeguard
life and property. He shall also protect all excavations, equip
ment and materials with barricades and danger signals so th'at the
public will not be endangered.
Traffic Control and Public Convenience
The Contractor shall so conduct his operations as to offer the
least possible obstruction and inconvenience to traffic, and he
shall have under construction no greater amount of work than he
can handle properly with,due regard for the rights of the public.
Where existing streets are not available as detours, all traffic
shall be permitted to pass through the work with as,little delay
and inconvenience as possible, unless authorized otherwise by the
Owner.
Convenience of abutting owners along the street shall be provided
for as far as practicable. Convenient access to driveways, houses
and buildings adjoining the work shall be maintained and temporary
approaches to intersecting streets and alleys shall be provided and
kept in good condition. When a section of surfacing, pavement or
a structure has been completed, it shall be opened for traffic at
the request of the Owner. In order that unnecessary delay to the
traveling public may be avoided, the Contractor, when so ordered by
the Owner, shall provide competent flagmen whose sole duty shall
consist of directing traffic either through or around the work.
Access to Hydrants and Valves
The Contractor.shall not prevent the free access to water valves,
water hydrants, or gas valves.
GENERAL CONDITIONS
PAGE 11 OF 22
V. CONTROL OF THE WORK (continued)
C. Sa fety and Public Convenience
Access for Inspection
The Contractor shall at all times provide proper facilities for
access and inspection of the work by the Owner, assistants,
inspectors, agents, and representatives of public agencies having
jurisdiction.
D. Damage by Trespass
The Contractor shall be responsible for all damages or injury
which may be caused on any property by trespass by the Contractor
or his employees in the course of their employment, whether the
said trespass was committed with or without the consent or know
ledge of the Contractor.
E. Layout.,of the Work.
Elevations shown for the various parts of the work refer to the
datum bench mark established near the site. The Contractor shall
the surface of
establish the necessary base lines and grades at
the ground and at convenient locations for the construction of
the work. From the established base lines and grades the Contractor
shall extend the necessary lines and grades for construction of the
work and shall be responsible for the correctness of same. The
Contractor shall preserve all stakes set for lines, grades, or
measurements of the work in their proper places until authorized
to move them by the Owner. Any expense incurred in replacing the
stakes shall be borne by the Contractor.
F. Inspection
The Owner will provide inspection for all materi,als furnished and
for all work to be performed under this Contract. The Contractor
shall furnish the Owner every reasonable facility for ascertaining
whether the work is in accordance with the requirements and inten-
tions of this Contract. The Contractor shall notify the Owner at
least forty-eight (48) hours in advance of the start of any Con-
tract item of work in order that inspection services may be pro
vided. In the case where the work is subject to inspection by
agencies other than the Owner, it shall be the responsibility of
the Contractor to arrange for such inspection.
G. Materials and Workmanship
Unless otherwise specified, all materials incorporated in the
permanent work shall be new. Materials not otherwise designated
by detailed specifications shall be of the best commercial quality
and suitable for the purpose intended.
GENERAL CONDITIONS
PAGE 12 OF,22
V. CONTROL OF THE WORK (continued)
G. Materials and Workmanship
All workmanship shall be in conformance with the best trade
practices. Particular attention shall be given to the.appear-
ance of exposed work. Any work or workmanship not conforming
to the best practices shall be su,bject to rejection.
H. Testing and Rejection
Operational and Field Testing
After all construction is complete and before acceptance, the
Contractor shall perform field tests as called for in the
Specifications. Improper operation of any systems or any
improper, neglected or faulty construction shall be repaired
or corrected to the satisfaction of the Owner. The Contractor
shall make such changes, adjustments or replacement of equip-
ment as may be required to make same comply with the specifica-
tions, or replace any defectiveparts or material.
Tests and Sampl es
Materials requiring tests are so specified in the specifications.
Other samples may be tested, but only at the discretion of the
Owner. All samples for testing will be selected.by the Owner.
from material to be utilized in the project and all tests will
be under the supervision of, as directed by, and at such points
as may be convenient to the Owner.
Material requiring testing shall be furnished in sufficient,time
before intended use so as to allow for testing. No materials
represented by tests may be used prior to receipt of written
approval of said materials. Samplesthat are of value after
testing shall remain the property of the Contractor.
Defective Work or Materials
The inspection of the work shall not relieve the Contractor of
any of his obligations to fulfill his contract, and defective
work shall be made good, and unsuitable materials may be rejected
notwithstanding that such work and materials have been previously
overlooked by the Owner and accepted. If the work, or any part
thereof, shall be found defective at an time before the final
y
acceptance of the whole work, the Contractor shall forthwith make
good such defect, without additional compensation, in -a manner
satisfactory to the Owner.
GENERAL CONDITIONS
PAGE 13 OF 22
V. CONTROL OF THE WORK (continued)
H. Testing and Rejection
Examination of the Work
Should it -be considered necessary or advisable for the Owner at
any time before final acceptance of the work to make an examina-
tion of.work already completed by removing or exposing the work,
the Contractor shall on request promptly furnish all necessary
facilities, labor and materials. If such work is found to be
defective in any respect due to fault of the Contractor or any
of his Subcontractors, he shall defray all the expenses of such
examinations and of satisfactory reconstruction. If, however,
such work is found.to meet -the requirements of this Contract,
the additional cost of labor and materials necessarily involved
in the examination and replacement, plus fifteen percent (15%)
shall be allowed the Contractor.
Retesting and Reinspection Costs
The Contractor shall pay all costs of r6lesting and reinspection
necessitated by defective material,s and/or workmanship.
Final Acceptance of Work
Before application is made for the Owner to accept the work, all
items of work shall be complete, ready to operate, and in a clean
condition. All trash, debris, unused building materials and
temporary structures shall have been removed from the site of the
work. Tools and construction machinery not needed for repair and
adjustment consequent to operational tests shall not be on the
site. The walkways, parking areas and roadways shall be completely
swept and broomed.
Testing of Materials
Tests required by the Owner to substantiate conformity of materials
to specifications shall be performed by an approved testing labora-
tory at Owner's expense.
The Owner reserves the right, before, during and after construction,
to sample and test, at his expense, any and all materials for con-
formity to specifications.
I. Shop Drawings
Time of Submittal
Shop drawings and/or Plates and Brochures as required shall be pre-
pared and submitted for approval well in advance of the time
GENERAL CONDITIONS
PAGE 14 OF 22
V. CONTROL OF THE WORK (continued)
I. Shop Drawinq
Time of Submittal
information will be required, in order that the work will not be
delayed. No work indicated on any one shop drawing shall be
started until such drawing has been approved.
Procedure for Submittal and Distribution
One ozalid transparency and one blueline print of each drawing
shall be submitted for approval. Required corrections will be
noted on the transparency returned to the Contractor., who shall
make the necessary revisions and resubmit the revised transpar
ency for final approval. The transparency, after the required
corrections have been approved, or if correct when initially
submitted and required no revi,sions, will be approved and returned
who shall then make distribution to all parties
to the Contractor,
concerned, as specified in the specifica.tions.
Scope of Drawings
Shop drawings shall be made to indicate accurately the job condi
tions and dimensions and to conform to indications on the drawings,
the requirements of the specification, and applicable supplementary
methods
details and instructions. They shall indicate the complete
of connection, jointing, support, anchorage, reinforcement, and
other features of construction, together with easements and neces-
and relation of work so
sary clearances in the work of others,
detailed to finished surfaces of abutting work. Material and fin
ishes of work so -detailed shall be indicated thereon.
Approval of Drawings
Approval of shop drawings shall apply in a general sense only and
will not relieve the Contractor from responsibility for proper
fitting and construction of work, nor from furnishing material and
work required by the drawings, specifications, and related docu
ments, but which may not be indicated on the approved shop drawings.
Similarly, such approval shall not constitute acceptance of devia
tions from the drawings, specifications, or instructions., nor from
legal authorities having jurisdiction, nor approval of conditions
which may involve infringement of patents.
J. Record Drawings
The Contractor shall furnish the Owner with one complete set of
reproducible transparency record drawings for the work of each,
GENERAL CONDITIONS
PAGE 15 OF 22
V. CONTROL OF THE WORK (continued)
J. Record Drawings
trade section. Record drawings shall be prepared and submitted
to the Contractor by each of the Subcontractors as required in
compliance with the following paragraphs.
Each Subcontractor shall obtain and keep up-to-date a complete
as -built" record set of blueline prints, which shall be corrected
daily and shall show every change from the original drawings and
specifications and in the exact "as -built" locations, sizes and.
kinds of equipment. Prints for this purpose may be obtained from
the Owner at cost * This set of drawings shall be kept on the job
site and shall be used only as a record.set.
Upon completion of the work, a complete set of polyester base
plastic transparencies of the required drawings shall be obtained
from the Owner at cost and all, changes noted on the "as -built"
set of drawings shall be neatly drawn on this set by a competent
draftsman using black ink.
VI. PROSECUTION OF WORK
A. Performance of Work
Start of Work and Time of Completion
The work shall be commenced within five (5) calendar days from
the date of execution of the Contract Agreement and shall be com-
pleted by the Contractor within the number of working days stipu-
lated elsewhere in these specifications from the date of execu-
tion of the Contract Agreement. If the work is not completed in
accordance with the foregoing the Owner shall have the right to
extend the time for completion if he determines such extension to
be in his best interest. In the event the Owner agrees to extend
the time limit for the completion of the work, he shall have the
further right to charge the Contractor, his executors, adminis-
trators, heirs, assigns, or sureties, all or any part, as the
Owner may deem proper, of the actual costs of engineering, inspec-
tion, supervision, incidental and other overhead expenses, that
are directly chargeable to the Contract and that accrue during the
period of such extension, and to deduct the amount thereof from
the final payment for the work. However, the cost of the fina'l
survey and the preparation of the final estimate.will not be
included in such charges.
GENERAL CONDITIONS
PAGE 16 OF 22
VI. PROSECUTION OF WORK. (continued) -
A. Performance of Work
Liquidated Damages
If the work is not completed by the Contractor in the time speci-
fied, or within any period of extension as above authorized, it
is understood that the Owner will suffer damage; and it being
impractical and infeasible to determine the amount of actual dam-
age, it is agreed that the Contractor shall pay to the Owner, as
fixed and liquidated damages and not as a penalty, the sum of 1/2%.
of the signed contract price for each calendar day of delay until
the work is completed and accepted; and the Contractor and his
surety shall be liable for the amount thereof, provided that the
Contractor shall not be charged liquidated damages because of any
delays in the completion of the work due to unforeseeable causes
beyond the control and without the fault or negligence of the
Contractor (including, but not restricted to, acts of God.or of
the public enemy, acts of the Government, acts of the Owner or
acts of another Contractor in the performance of his contract with
the Owner, fires, floods, epidemics, quarantine restrictions,
strikes, freight embargoes, and unusually severe weather or delays
of Subcontractors due to such causes). The Contractor shall,
within ten (10) days from the beginning of any such delay, notify
iting of the cause of the delay; whereupon the Owner
the Owner in wrl
shall ascertain the facts and the extent the time for completing
the work when in its judgement the findings of fact j,pstify such an
extension; and its findings of facts thereon shall be final and con-
clusive on the parties hereto.
Coordination with Other Contractors
The Contractor must ascertain to his own satisfaction the scope of
the project and the nature of any other contracts that have been
or may be awarded by the Owner in the prosecution of the project
to the end that the Contractor may perform the contract in the light
of such other contracts, if any. Nothing herein contained shall be
interpreted as granting to the Contractor exclusive occupancy of the
site of the project. The Contractor shall not cause any unnecessary
hindrance or delay to any other contractor working on the project.
If theiperformance of any contract for the project is likely to be
interfered with by the simultaneous execution of some other contract,
or contracts, the Owner will decide which Contractor may proceed.
The Owner shall not be responsible for any damages suffered or extra
costs incurred by the Contractor resulting directly, or indirectly,
from the award or performance or attempted performance of any other
contract or contracts on the project, or caused by any decision or
omission of the Owner respecting the order of precedence in the per-
formance of the contracts awarded for completion of the project.
GENERAL CONDITIONS
PAGE 17 OF 22
VI. PROSECUTION OF WORK (continued)
B . Right -of -Way and_Land
The right-of-way and land for the improvement, as shown on the
contract plans, will be provided by the Owner. Unless the plans
or specifications show additional work areas to be provided by
the Owner, the Contractor shall make his own arrangements and
pay all expenses for additional area required by him outside the
limits of the right-of-way.
C. Suspension of Contract
If the work to be done under the Contract is abandoned by the
Contractor, or if the Contractor shall make a general assign-
ment for the benefit of his creditors or is adjudicated a bank-
rupt, or a receiver of his property or business is appointed by
a court of competent jurisdiction, or if this contract is
assigned by him otherwise than as hereinbefore specified, or if
at any time the Owner is of the opinion that the performance of
the Contract is unnecessarily or unreasonably delayed, or that
the Contractor is willfully violating any of the conditions or
covenants of the Contract or of the specifications, or is exe-
cuting same in bad faith or not in accordance with the terms
thereof, or if the work is noi fully completed within the, time
named in the contract for its completion or approved extensions
of such time, the Owner may, by written notice, instruct the
Contractor to discontinue all work, or any part thereof, under
the Contract.
When such written notice is served upon the Contractor, he shall
immediately discontinue the work or such part thereof as is
covered by the notice and shall not resume the same except by
written instruction from the Owner. In any such case, the Owner
may t ake charge of the work and complete it by whatever method
he deems expedient.. In doing so, the Owner may take possession
of any materials, plant, tools, equipment,.supplies, and property
of every kind provided by the Contractor for the purpose of his
work. The Contractor shall not be entitled to receive any pay-
ments after the date of said notice. If upon completion of the
work, the total cost to the Owner, in connection therewith from
the date of said notice to the date of completion, exceeds the
amount which would have been due the Contractor if the Contract
had been completed by him, he shall pay the amount of such excess
to the Owner; and in case such total cost shall be less than the
amount which would have been payable under the Contract if the
same had been completed by the Contractor, then the difference
shall be paid to the Contractor in the same manner as the final
payment under the Contract.
GENERAL CONDITIONS
PAGE 18 OF 22
VI. PROSECUTION OF WORK (continued)
C. Suspension of Contract
The Owner also reserves the right of suspending the whole or any
part of the work if it is in the interest of the Owner to do so
and the Contractor shall have no claim for damages or additional
compensation on account of such suspension but will be entitled
to additional time to complete the Contract.
D. Protection of Prop rty and Utilities
Protection of Property
The Contractor shall conduct his operations in such a manner as
to avoid injury or damage to adjacent property, improvements, or
facilities.
Existing Improvements
Bu ildings, trees, ground cover, and shrubbery that are not desig-
nated for removal, pole lines, fences, guard rail, guide posts,
culvert and project markers, signs, structures, conduits, pipe-
lines, and other improvements within or adjacent to the land or
right-of-way shall be protected from injury or damage.
Safeguards
The Contractor shall provide and install suitable safeguards to
protect such objects from inj.ury or damage, which objects, if
injured or damaged, by reason of the Contractor's operations,
shall be replaced or restored to a condition as good as when
entered upon the work, or as required by the specifications.
Protection of Utilities and Substructures
The Contractor shall protect from damage, utilities within the
'work area. Certain utilities may exist in a location different
than shown on the plans or may be unknown and not shown on the
plans. The Contractor shall take steps to ascertain the exact
location of all underground facilities prior to doing work that
may damage such facilities or interfere with their service. The
cost of protecting existing facilities or repairing damaged
facilities shall be considered as included in the various pay
items of work and no additional compensation will be allowed
therefor.
Location of Existing Utilities
It shall be the responsibility of the Contractor, before commenc-
ing any excavation, to contact all possible owners of utilities
GENERAL CONDITIONS
PAGE 19 OF 22
VI. PROSECUTION OF WORK (continued)
D. Protection of Property and Utilities
Location of Existing Utilities
within the work area and to ascertain from records or otherwise,
the existence, position and ownership of all utilities, utility
structures and service connections.
Existing Substructures
Unless otherwise indicated on the plans or in these specifica-
tions, all water, gas, oil, or irrigation lines; lighting, power,,
or telephone conduits; sewer lines; house connection lines;
sprinkling systems, and other subsurface structures of any nature
along the work shall be maintained by the Contractor at his own
expense and shall not be disturbed, disconnected, or damaged by
him during the progress of the work. Should the Contractor in
the performance of the work disturb, disconnect, or damage any
of the above, all expenses of whatever nature arising from such
disturbance, or the replacement or repair thereof shall be borne
by the Contractor.
Relocation
Should the Contractor desire to have a facility moved, relocated,
or changed for his convenience to facilitate his construction . t
operations, he shall get the approval of the Owner and make what
ever arrangements are necessary with the utility owner, and shall
bear all expenses in connection therewith.
Where it is determined by the Owner that an existing utility
facility which is not shown on the plans must be relocated,
changed, or improved, the Owner will provide for the changes.
Changes may be made by the Contractor if requested by the Owner
in accordance with the General Conditions section covering Extra
Work, or by other forces. The Contractor shall cooperate with
any other forces which the owner's representative may use to do
the work, and full compensation for the cooperation or delays
caused by such other forces shall be considered as included in
cost of the various pay items of work and no additional compensa-
tion will be allowed therefor.
Access
The right is reserved to the Owner, to governmental agencies, and
to owners of public utilities and franchises to enter upon any
street, alley, right-of-way, or easement for the purpose of main-
taining or of making necessary repairs or changes in property made
necessary by the work. The Owner reserves the right during the
GENERAL CONDITIONS
PAGE 20 OF 22
VI. PROSECUTION OF WORK (continued)
D. Protection of Property and Utilities
Access
progress of the work, -upon determination of the actual position
of the existing utilities and utility structures, to make changes
in the grade or alignment of the improvements. Such changes will
be ordered in writing by the Owner.
E. Payments
On or about the 15th day of each month, there shall be paid to
the Contractor a sum equal to ninety percent (90%) of the work
performed up to the last day of the previous month, less the
aggregate of previous payments. The monthly payments shall be
made on the basis of monthly estimates which shall be prepared
by the Contractor and approved by the Owner if satisfactory to
the Owner on a form approved by the Owner before the 28th day
of the month preceding the month during which the payment is to
be made. Work performed and estimated shall bean estimate only
and no inaccuracy or error in said estimate shall operate to
release the Contractor or any bondsman from damages arising from
such work or from enforcing each and every provision of the con-
tract; and the Owner shall have the right subsequently to correct
any error made in any estimate for payment.
The Contractor shall provide lien releases for materials and labor
for all work for which he has been paid within ten (10) days of
receipt of payment.
Retention
In addition to the amount which the Owner may retain under the
above paragraph, the Owner may withhold a sufficient amount or
amounts of any payment or payments otherwise due to the Contractor
as in its judgement may be necessary to cover (a) payments which
may be past due and payable for just claims against the Contractor
or any Subcontractor for labor or materials furnished in or about
the performance of the work on the project under the Contract,
(b) for defective work not corrected, and (c) for failure of the
Contractor to make proper payments to any of his Subcontractors.
Claims
The Owner may apply such withheld amount or amounts to the payment
of such claims, at its discretion. In so doing, the Owner shall
be deemed the agent of the Contractor and any payments so made�y
the Owner shall be considered as a payment made under the Contract
by the Own'er to the Contractor and the Owner shall not be liable
GENERAL CONDITIONS
PAGE 21 OF 22
VI. PROSECUTION OF WORK (continued)
E. Payments
Claims
to the Contractor for such payment made in good faith. Such pay-
ment may be made without prior judicial determination of the claim
or claims. The Owner will render to the Contractor a proper
accounting of such funds disbursed on behalf of the Contractor.
F. Schedule of Prices and Allocation of Owner's Cost
Schedule of Prices
Prior to the first progress payment under the Contract, the
Contractor shall submit to the Owner a schedule of prices of the
several divisions and subdivisions of work entering into the
Contract, to be used as the basis for payments. Said schedule
shall be broken down in detail in order to allow allocation of
the various items of cost to individual accounts. The prices
listed in the schedule shall aggregate the total Contract price.
The Owner reserves the right to increase or decrease the individual
prices listed in the schedule where they appear to be unbalanced.
The Contractor shall, without additional charge, furnish from time
to time, as directed, such additional segregations of costs as may
be required.
Change In Scope of Work
The Owner may require changes in additions to, or deductions from,
the work to be performed or materials to be furnished pursuant to
the provisions of the Contract. Adjustments, if any, in the
amounts to be paid to the Contractor by reason of any such change,
addition, or deduction shall be determined by one or more of the
following. methods:
(a) By an acceptable lump -sum proposal from the Contractor;
M By unit prices contained in the Contractor's original
bid and incorporated in the Contract Documents;
(c) Fixed by subsequent agreement between the Owner and
the Contractor.
Authorization
No extra work shal,l be performed or change made except pursuant
to a written order from the Owner stating that the extra work or
change is authorized, and no claim for an addition to the Contract
GENERAL CONDITIONS
PAGE 22 OF 22
VI. PROSECUTION OF WORK (continued)
F. Schedule of Prices and Allocation of Owner's Cost.
sum shall be valid unless so ordered-, provided, however, that
nothing in these specifications shall excuse the Contractor,
from proceeding with the execution of the work so changed.
The Contractor shall, when required by the,Owner, furnish an
itemized breakdown of the quantities and prices used in com-
puting the value of any change that might be ordered..
G.� Final Payment
Final Inspection and Notice of Completion
Upon receipt of written notice from the Contractor that the
work is ready for final inspection and acceptance, the Owner
will promptly make such inspection,, and when and if he finds
the work acceptable under the Contract and the Contract fully
performed, he will issue a final certificate, over his signa-
ture, stating that the work has been completed and is accepted
by him under the terms and conditions of the Contract, and
thereupon Notice of Completion will be filed by the Owner for
record in the office of the County Recorder of Orange County
and the progress payment 1, -hen due and payable to the Contractor
shall be made.
Liens and Payment Vouchers
Before the issuance of said final certificate and the filing
of Notice of Completion, the Contractor shall submit evidence
satisfactory to the Engineer and the Owner that all claims of
Subcontractors and for material used and labor employed in and
other indebtedness connected with the work have been fully paid
and satisfied.
Final Payment
Final payment of the amount due and payable to the Contractor
hereunder will be made thirty-five (35) days after the filing
of the Notice of Completion, after deducting therefrom any sums
which may be lawfully retained under any provision of the Contract
or the laws of the State of California.
SPECIAL PROVISIONS
SMALL BOAT BERTHING FACILITY IMPROVEMENTS
FOR
BAYSHORES MARINA
1. GENERAL
A. The terms and definitions stated in the Special Provisions shall
apply to all sections of the.Specifications as if set forth fully
therein.
B. The plans and specifications with any addenda are complementary.
The indications on the drawings or the requirements of the specifi-
cations shall be as binding as though shown and/or required by both.
C. All parts of the work specified herein and/or indicated on the plans
may be completed by separate contractors and it shall be the responsi-
bility of each contractor to coordinate his work with the work o f
others.
D . The Contractor shall perform all work in accordance with all appli�
cable building regulations and ordinances even though such require-
ioned herein. Any work in conflict
ments are not specifically ment
brought to the attention of the
with such requirements shall be
Engineer by the Contractor and the Contractor shall not proceed with
such work without the viritten approval of the Engineer.
2. DEFINITION OF TERMS
A. Owner's Representative shall mean the superintendent of The Irvine
Company.
B. Work shall mean all labor, materials, equipment, services, permits
and licenses, necessary to furnish and/or install, in place, all.
materials, equipment and/or appliances specified in any one section
and/or shown on the plans.
C. Furnish shall mean to purchase and deliver as directed by the Owner,
all mat rials, equipment, or appliances specified in any one s�_c_tion
and/or shown on the plans.
D. Install shall mean all labor, materials, equipment, and services,
necessary to set in place, connect, hook up and/or make ready for
operation all materials, equipment and/or applianc I es furnished by
the Contractor and/or by others.
SPECIAL PROVISIONS
E Contract shall consist of the written agreement between the Contractor
and Owner, Plans, General Conditi,ons, 'and the Special Provisions for
the �Work being performed, and what is indicated in one part shall be
as binding as if indicated in all parts.
F. Construction Site: The site is southerly of Bayshore Drive between the
Pacific Coast Highway and Balboa Bay Club, Newport Beach, California.
See vicinity map on plans.
G. Project Engineer shall mean Raub, Bein, Frost & Associates, 136 Rochester
Street, Costa Mesa, California, 92627, phone: (714) 548-7723.
H. Soils Engineer shall mean Woodward -McNeill and Associates, 758 North
Batavia, Orange, California, phone: (714) 633-6316.
I. City shall mean the City of Newport Beach.
J., Inspector shall mean the duly authorized inspector of the City of
Newport Beach.
3. CHANGES TO PLANS AND/OR SPECIFICATIONS
The Owner may make changes, alterations, modifications, and/or corrections
to the contract documents before the execution of the contract and such
shall be made in the form of Addendum, issued in writing to all bidders
by the Owner. All such Addendum shall become a part of the Specifications
and/or Plans as if originally included herein. All oral instructions,
interpretations and/or modifications, if any, shall not be recognized by
the Owner and shall not be included in any contract.
After execution of the contract, the Owner may make changes, alterations,
modifications and/or corrections, and make revisions to the drawings,
plans, specifications and/or General Conditions and to revise in any way
any portions of such improvements already completed by issuance of a
Construction Change Order signed by an authorized agent of The Irvine
Company, which when issued shall become a part of the original contract.
4. CONTRACT DOCUMENTS
The Standard Specifications for Public Works Construction, 1970 edition,
are adopted as the standard specifications.
The work embraced herein shall conform to the requirements of the plans
entitled, "Plans for a Small Boat Berthing Facility, Bayshores Marina,"
Sheets 1 through 8, dated December 19, 1972, and any revisions thereto;
the "Standard Specifications for Public Works Construction," dated 1970;
the "Grading and Excavation Ordinance" of the City of Newport Beach; any
supplemental agreements amending or extending the work; working drawings
or sketches clarifying or enlarging upon the work.specified herein; and
to pertinent portions or other documents included by reference thereto
in these specifications.
SPECIAL PROVISIONS - 2
In case of conflict between the Standard.Spe . cifications and these follow-
ing provisions, these provisions shall take precedence over and be used
in lieu of such conflicting portions..
5. SCOPE OF WORK
The work to be performed under this contract shall consist of furnishing
all plant, tools, equipment, materials, supplies, and manufactured arti-
cles, and for furnishing all transportation, services, including fuel,
power, and water, and essential communications, and the performance of
all labor, work, or other operations required for the fulfillment of the
contract, in strict accordance with the specifications, schedules, and . i
drawings, all of which are made a part hereof, and including such detail
sketches as may be furnished by the Engineer from time to time during the
.construction in explanation of said drawings. The work shall be complete
and all work, material , and services not expressly called for in the
specifications, or not shown on the drawings which may be necessary for
complete and proper construction to carry out the contract in good faith
shall be performed, furnished, and installed by the Contractor. at no
increase in cost to the Owner.
The work shall include, but not be limited to:
A. Removal of existing boat slips, ramps, anchor piling, sunken pontoons
and structures from the site. Materials are to be disposed of by the
Contractonat an approved Disposal Station.
B. Construction of dredging as shown on the plans and as detailed within
these special provisions.
C. Construction of new small boat berthing facilities complete with
electrical system, including service connection,.main distribution
panel, breakers, service outlets, lighting, time clocks, etc.; water
system, including hose bibs, fire hose cabinets, etc.; locker boxes,
trash receptacles, gangways and all other appurtenant work as shown
on the plans and as detailed within these special provisions.
D. The Contractor shall be liable for and shall protect all adjoining
utilities, streets, buildings, bulkheads, boat slips,'and structures
encountered during the construction of the work and shall provide
necessary protection as required to construct the work as shown on
the plans and detailed in these specifications. Special precautions
shall be taken by the Contractor to insure that no adjacent structures
are disturbed or damaged.
The Contractor is cautioned to protect existing improvements along
existing Bayshore Drive and all adjoining property. All facilities
damaged during the construction shall be replaced by the Contrac4-or
and no additional compensation will be allowed therefor. The
Contractor shall protect in place all existing facilities.
SPECIAL PROVISIONS 3
Public Safety Clause Att&ntion� shall be given to Public Safety
'precautions while working in the victnity of vehicular traffic.
Barricades and other traffic control devices shall be furnished
and placed as necessary or as required by the City of Newport
Beach and/or the Superintendent.
Full compensation for signs, barricades, traffic control devices,
flagmen, and other things necessary shall be considered as included
in the various listed bi d items of work and no -additional allowances
will be made therefor.
6. SAFETY REQUIREMENTS
The Contractor shall conduct the work with due regard to adequate safety
and sanitary requirements and shall maintain his plant and equipment in
safe condition. He shall conform to the current 'safety engineering
practices as set forth in the Manual of Accident Prevention in Construc-
tion, published by the Associated General Contractors of America; the
publications of the National Safety Council, and with all applicable
State and Local safety and sanitary laws, regulations and ordinances.
He shall provide adequate illumination during night operations.
7. TESTING
The Owner shall furnish and pay for all testing required as he deems
necessary, to insure compliance with the plans and specifications.
Should these tests indicate that any work does not comply with the
minimums as set forth in the plans and specifications,' the Contractor
shall pay for any subsequent or additional testing required for accept-
ance by the Owner of the work not meeting the minimum requirements of
the plans and specifications.
8. INSPECTION
In addit4on to the City of Newport Beach inspection, the Owner shall
arrange for inspection to issue. the performance of the work described
in the Plans and Specifications relative to the construction of the
improvements at the locations and to the elevations, size and form as
shown on the plans.
In additi:on, the following persons shall provide specific inspections:
A. Soil Enqineer - The Owner shall retain a competent Soil Engineer to
inspect excavations, placement of anchor piles, and related inspec-
tion work as specified by the Owner.
The Soil Engineer shall provide qualified personnel at the site
during construction to assure proper completion of the work and
shall perform such tests hereinafter specified and any others
which he deems necessary.
SPECIAL PROVISIONS 4
B Special Deputy Reinforced Concrete Inspector The Owner shall provide
for an inspector, approved by the, Engineer, especially qualified to
inspect reinforced concrete. Continuous inspection shall be provided
by this Special Inspector for all work utilizing concrete having an
ultimate compressive design strength of more than 2,000 psi.
�C. Special Deputy 14elding Inspector An inspector eSDecially qualified
to inspect welding and approved by the Engineer shall be retained by
the Owner to provide continuous inspection of all structural welding.
The designated inspectors represent.the Owner and shall inspect each
portion of the work for which they have responsibility and if such
work is satisfactory, approve this work so that the contractor may
proceed. If any portion of the work is found to be unsatisfactory,
the Inspector shall have the authority to have the Contractor remove
and re -install, revise, adjust or perform any other operation necessary
e that portion comply with the Plans and Specifications. Reports
to mal,
of inspection shall be submitted to the Owner, the Engineer and all
governmental agencies having jurisdiction.
9. CONSTRUCTION SCHEDULE
At the time of execution of the Contract and prior to the starting of any
work, the Contractor shall submit to the Owner, the construction schedule
he proposes to follow in the execution of the work. The construction
schedule shall serve as an index of prcgress prosecution as contemplated
by the Contractor. Said schedule is subject to the approval of the Owmer
and may be amended as the work progresses by mutual consent of the 0aner
and Contractor. The construction schedule shall be available at the pre -
construction conference to be held by the O�aner prior to the starting of
any work. Should the Contractor find that he is unable to meet the
estimated time of completion for any construction on the schedule by more
than one, (1) week, the Oviner must be notified in writing as, soon as the
Contractor is aware that he is unable to meet the schedule.
10. CONSTRUCTION WATER
It shall be the responsibility of the Contractor to make the necessary
n and all construction water that is needed
arrangements for obtaining any
on the job. The Owner does not assume any liability for any cost incurred
by the Contractor in the procurement, transportation or use of any construc-
tion water.
11. DATUM
All depths and elevations given in the specifications or shown on the plans
are referenced to the datum plane of mean lower low water of the Pacific
Ocean in Newport Harbor, established by the United States Coast and Geo-
detic Survey, and is equal to 2.73 feet below the City of Newport Beach
Datum.
5
SPECIAL PROVISIONS
12. RANGES AND GAGES
The Contractor shall furnish, set, and maintain in good order all ranges,
buoys and other markers necessary to define the work, and to facilitate
inspection. The Contractor shall also establish and maintain gages in
locations such as to be observable from any part of the work in order
that the proper depth may at all times be determined.
13. OPERATING -HOURS
Since the area surrounding the construction site is primarily a populated
residential community within the City of Newport Beach it shall �e the
responsibility of the Contractor to assure himself of the working hour
limits that may be imposed on him by the City. The Oviner does not assume
any liability for any losses claimed by the Contractor due to curtailment
of the working hours by any agency having jurisdiction in this area.
14. U.S. GOVERNIMENT REGULATIONS
The Contractor shall familiarize himself wi th and shall comply with all
regulations of the United States Department of the Army Corps of Engineers
and any other authority having jurisdiction of navigable waters, applying
to the work to be done under the Contract.
SPECIAL PROVISIONS 6
SECTION .2
REMOVAL OF EXISTING SMALL BOAT BERTHING FACILITIES
1 THE REQUIREMENT
The Contractor shall furnish all tools, equipment, materials, and
supplies and shall perform all labor and supervision necessary to
remove and dispose of the existing floats, docks, headwalks, ramps,
anchor pile, building pile, including the electrical, water and
telephone systems and all appurtenances therefor, as required, as
shown on the drawings and as specified herein.
2. SCHEDULE OF THE WORK
Cooperation between the Contractor and the Owner is necessary since
the marina must be kept in operation throughout the rebuilding
program. In order to make provisions for approximately 100 boats,
the demolition and rebuilding program must be scheduled to allow
for these boats to remain on the site with adequate access and
utilities.
Prior to commencement of any work on this project, a schedule of
the phasing of work shall be submitted by the Contractor for
approval by the Owner.
Strict adherence of this schedule during the construction period
is expected and no deviations will be allowed without prior
written request by the Contractor at least 10 calendar days
before the deviation is to be taken. This deviation will be
allowed only after approval by the Owner in the form of the
issuance of a change order.
3. WORK AREA FOR DEMOLITION
The Contractor may at his option, use the beach on the west end
of the project for the purpose of removing from the water the
existing materials to be demolished and removed.
This site must be kept clean and neat and no storage of demolished
materials will be allowed.
All materials demolished must be removed to an approved County
refuse station immediately after th.ey are removed from the water.
REMOVAL OF EXISTING SMALL
BOAT BERTHING FACILITIES
SECTION 2 - PAGE 1
SECTION 3
DREDGING
.THE REQUIREMENT
The Contractor shall furnish all tools, equipment, materials, and
supplies and perform all labor and supervision necessary to dredqe
and backfill and dispose of earth material, as required, as s,hown
on the drawings and as specified herein.
The Contractor may dredge and fill by hydraulic means the area
noted on the Plans to the given depths and cross-sections.
It will be necessary to temporarily store the dredging spoils at
the site indicated on the plans. The proposed desilting basin
capacity for solid material is approximately 1500 cubic yards.
The Contractor shall adjust the discharge flowrate from the
dredging operation within the range of 600 - 1500 gallons per
minute as required to insure that the water effluent from the
desilting basin meets the requirements of Item 2 below. If the
requirements cannot be met by desilting, other mans such as a
turbidity screen, flocculating agent, etc., acceptable to the
Owner and the California Regional Water Quality Control Board
shall be employeed by the Contractor.
The capacity of the proposed desilting basin is approximately
one-half of the material to be removed by dredging. It shall be
the Contractor's responsibilit to remove dredged material in excess
y
of the 1500 -cubic yard capacit�y, without deposition on-site and in
a manner acceptable to the Owner and Water Quality Control Board.
Up to 1500 cubic yards of dredged material may be left in place in
the desilting basin.
The quantity of material to be dredged and filled will be the
approximate amount noted on the Plans.
2. QUALITY OF DREDGING WASTE WATER
The California Regional Water Quality Control Board will exercise
jurisdiction over the dredging operation. In order to dispose of
the waste water into the bay, it must meet the following criteria
for clarity:
A sampl,e of bay water shall be selected at random by the
State Inspector and compared with samples of the waste
water. The turbidity of the waste sample shall be com-
parable to the bay sample by visual comparison. If it
is not, the rate of flow through the desilt basin shall
,be adjusted until the clarity meets the requirement.
DREDGING
SECTION 3 PAGE 1
If adjusting
the -flow
rate
does
not meet the
criteria,
other methods
as
noted in
Item
1 above shall
be used by
the Contractor.
3. TEST BORINGS
The Contractor §hall satisfy himself as to the kind and type of
soil to be encountered. The Owner has had borings� taken at
various locations throughout the site of the work. A mar) showing
the location of such borings and a log of each boring is on file
at the office of the Engineer. These reports are available for
inspection during working hours. The borings were made to deter-
mine certain engineering criteria, and they are not to be supposed
as conclusive in any manner. The borings and sub -surface infor-
mation is also for the general information of the bidders, but the
Owner assumes no liability as to the accuracy or sufficiency of
any information contained therein.
4. SITE PREPARATION FOR HYDRAULIC FILL
The area shown on the Plans to receive hydraulic fill shall be
cleared of all trees, stumps, large roots, buried logs, decayed
vegetable matter, heavy growth of grass and weeds, and all other
objectionable material.
.5. PLAINT
The Contractor agrees to place on the job sufficient plant of suita-
ble size to meet the requirements of the work. Plant shall be kept
at all times in condition for efficient work and subject to the
inspection of the Owner.
All pipe lines for hydraulic machines must be kept in good condi-
tion at all times and any leaks or breaks along their length must
be promptly and properly repaired, as well as any damage resulting
from such leaks or breaks.
DREDGING
SECTION 3 PAGE'2
6. SAFETY REQ UI REMENTS
The Contractor shall conduct the work with due regard to adequate
safety and sanitary requirements and shall maintain his plant and
equipment in safe condition. He shall conform to the Accident
Prevention in Construction, published by the Associated General
Contractors of America; the publications ' of the National Safety
Counci I , and wi th al 1 appl i cabl e State and Local safety and
sanitary laws, regulations and ordinances. He shall provide
adequate illumination during night operations and warning lights
between sunset and sunrise and during all fogs on all vessels and
other obstructions placed in navigable waters during the progress
of the work.
7. RIGHT-OF-WAY
The right-of-way for the work covered by this Specification and
access thereto will be furnished by the Owner and the Orange County
Harbor District.
Days upon which work is prevented by failure of the County to provi de
necessary right-of-way is not to be counted against the Contractor
as delay in the completion of the contract, but any such delay shall
not be made the basis of a claim by the Contractor for additional
compensation.
OBSTRUCTIONS
The Owner or the County will not undertake to keep any channel free 4 i
from vessels or other obstructions.
The Contractor will be required to conduct the work in such a manner
as to obstruct navigation as little as possible, and in case the
Contractor's plant obstructs. any channel as to make difficult or
endanger the passage of vessels, said plant shall be promptly moved
on the approach of any vessel to such an extent as may be necessary
to afford a practicable passage.
Upon completion of the work, the Contractor shall promptly remove
his plant, including ranges, buoys, piles and other marks placed
by him under this Contract.
DREDGING
SECTION 3 PAGE 3
9. PRESERVATION OF PROPERTY
The fact that any pipe, cable or- other underground or submarine
facility is not shown on the Plans shall not relieve the &tractor
of his responsibility to ascertain the existence of any underground
or submarine utilities or facilities which may be subject to damage
by reason of this operations.
The Contractor shall be responsible for any damage to waterfront
structures as a result of dredging or filling beyond specified
depths and areas.
Full compensation for furnishing all labor, materials, tools and
t and doing all the work involved in protecting property
equipmenL,
as above specified shall be considered as included in the prices
paid for various contract items of work and no additional compen-
sation will be made therefor.
10. UNFORESEEN DIFFICULTIES
Should the Contractor encounter, or the Owner discover, during the
progress of the work sub -surface and/or latent conditions,.at the
site materially differing from those shown on the drawings or
indicated in the Specifications or unknown conditions of an unusual
nature differing materially from those ordinarily encountered and
generally recognized as injuring in work of the character provided
for in the Plans and Specifications, the attention of the Owner
shall be immediately called to such conditions before they are
disturbed. The Owner shall thereupon promptly investigate the
conditions, and if he finds that they do so materially differ,
the additional work shall, with the written approval of the Owner,
be qualified as "extra work" and shall be resolved in accordance
with Paragraph VI. F of the General Conditions.
OVER -DEPTH AND SIDE SLOPES
To cover inaccuracies of the dredging process, material actually
removed within the specified areas to be dredged to a depth of
not more than one foot (1') below the required depth will be
estimated and paid for at full contract price. Dredging on side
s.lopes shall follow as closely as practicable the line indicated
or specified. No allowance will be made for over-deoth dredging
on side slopes. The amount of material excavated from side slopes
will be computed from cross-sections. In determining the quantity
for which payment will be made on side slopes at any cross-section
there shall be included any cross-sectional area which projects.
within the indicated slope, provided there has been dredged
below, in the same cross-section, an equal or greater cross-
sectional area outside of the indicated slope. Material taken
DREDGING
SECTION 3 PAGE 4
f rom beyond the limits above described will be deducted from the
total amount dredged as excessive over -depth dredging or excessive
side slope dredging and will not be paid for. Nothing herein shall
be construed to prevent payment for the removal of shoals within
the limits of dredging, whatever the ultimate source of the
material in such shoals.
12. MISPLACED MATERIAL
Any material that is deposited elsewhere than in places designated
or approved by the Owner will not be paid for, and the Contractor
may be required to remove such material and deposit it where
directed.
Should the Contractor, during the progress of the work, lose, dump,
.throw over -board, sink or misplace any material , 1)lant, machinery
or appliance, which in the opinion of the Owner may be dangerous to
orobstruct navigation, he shall recover and remove the same with
utmost dispatch. The Contractor shall give immediate notice, with
description and location of such obstruction, to the Owner, and
when required shall mark or b,uoy such obstruction until the same
is removed.
Should the Contractor refuse, neglect, or delay compliance with the
above requirements, such obstructions may be removed by the Owner
and the cost of such removal may be deducted from any money due or
to become due the Contractor, or may be recovered under his bond.
13. GRADATION OF FILL MATERIAL
The discharge of the dredge pipe shall be so placed and so controlled
that the fill material is laid down with an even gradation such that
no soft spot or spots made up predominantly of fines are built up.
In the, event that soft spot or spots predominantly of fines are
built up, such spots shall be removed and spots refilled with
properly graded material.
14. ACCEPTANCE
As soon as practicable after the completion of any dredged section
which, in the opinion of the Owner, will not subject to injury by
further operations un,der the Contract, such section will be examined
thoroughly by sounding or by sweeping or by both as deemed advisable
by the Owner.
111911WIffhWe
SECTION 3 - PAGE 5
Shoul d any shoal s I umps or -.other. 1 ack of contract depth be dis-
closed by this examination, the Contractor will be required to
remove them. The Contractor will be notified when soundings
and/or sweepings are to be made and will be permitted to
accompany the survey party. When the area is found to be in
satisfactory condition, it will be finally accepted.
15. SHOALING
If, before the contract is completed, shoaling occurs in any
dredged section previously accepted, including shoaling in the
slopes, redredging at contract price may be done as extra work
in. accordance with Paragraph VI.F of the General Conditions if
agreeable to both the Contractor and the Owner.
16. MEASUREMENT
Measurement of quantities of material will be made in the following
ways. The measurement shall be by the cubic yard and will be
measured for:
A. Dredging - By computing the volume between the bottom surface
shown by sounding of the last survey before dredging and the
bottom surface shown by the' soundings of a survey made as soon
as practicable after dredging.
B. Fill - By computing the volume between the bottom surface
shown by the last survey before filling and the surface by a
survey made as soon as practicable after filling.
C. Accepting Owner's Grades - The Contractor agrees, upon signing
the Agreement, to accept the Site Grading and Dredging Plan
and the cross-sections of the existing grades and depths for
the areas covered under this contract which will be supplied
by the Owner as the final authority from which payment quantities
will be measured.
17. DISPOSAL OF EXCESS MATERIAL
Excess excavation which is not required for construction of fills
or hydraulic fill shall be removed from the area without deposi-
tion on site. The Contractor may at his option and providing he
has the approval of the Owner, employ any method of transporting
the excess material from its original. location to a disposal site.
DREDGING
SECTION 3 PAGE 6
SECTION 5
BERTHING FACILITY CONSTRUCTION
THE REQUIREMENT
The contractor shall furnish all tools, equipment, materi.als and
supplies, and shall p'erform all labor and supervision and professional
services necessary for the design, layout, fabrication, assembly, and
installation of a floating dock berthing assembly as specified herein
and as shown on the drawings.
-2. DESIGN CRITERIA
The floating dock berthing facility shall be designed and installed
in conformance with the layout shown on the drawings and shall basically
consist of a concrete decking system supported by concrete covered poly-
styrene pontoons. The system used shall meet the following minimum
design criteria.
'A. Freeboard - The deck structure shall be supported by a pontoon
system in such a manner that the finished deck surface shall be
not more than 18 inches nor less than 16 inches above the water
surface when all loaded water lines, hose bibs, fire hose cabinets,
dock, lockers (empty), lights, electrical conduits and conductors,
electrical receptacles, cleats, dock bumpers, trash receptacles,
including trash containers, gangways and other appurtenances (dead
load) are installed in place as shown on the drawings, but not
including live load. The finished deck surface shall not be less
than 10 inches above the water surface when supporting full dead
and live load.. The boat docking structure shall have a minimum
horizontal pontoon float area of 80% of the deck area.
B. Gangway structures shall be designed to support a minimum live
load of 40 P.S.F. of horizontal projection. Live loading of gang-
way structures shall be considered as 20 P.S.F. for purposes of
buoyancy calculations. Float structures shall be designed to
sustain a minimum load of 20 P.S.F. of horizontal projection for
buoyancy calculations and a minimum load of 30 P.S.F. of horizontal
projection for stress calculations.
C. All railings and railposts shall be designed to withstand a minimum
horizontal force of 20 P.L.F. applied at the top of the railing.
D.. No reduction of the assumed live load shall be allowed in any part
of the design except that in the 'case of timber structures the
working stress may be increased by 100% for impact only.
E. Any system or method of construction to be used shall be a rational
analysis in accordance with, wel 1-establ i shed principles of mechanics.
BERTHING FACILITY CONSTRUCTION
SECTION 5 - PAGE 1
F. Each finger -float shall be designed to withstand uniformly distri-
buted wind load of '15 psf acting on the above -water profile of the
berthed craft. The profile area shall be determined by using the
slip length and an average profile height, which shall be 15 per-
cent of the slip length.
G. Stresses - Design stresses shall conform to the requirements of
the Uniform Building Code for the materials specified, as specified
herein.
�3. SHOP DRAWINGS
A. The contractor shall furnish complete shop drawings of the fl,oat
units as specified herein, and in accordance with the requirements
for "Drawings Required to be Submitted by the Contractor" -as speci-
fied in The Special Provisions; provided, that an additional 3' sets
shall be furnished showing details of anchorage and installation
facilities for electrical lighting fixtures and pullboxes.
B. Shop drawings shall show the layout of pontoons, deck panels, knee
construction, pile -roller assemblies, and all other details necessary
and appurtenant to the construction of the floating docks, and shall
show specific details of facilities for anchorage of the headwalk
lighting fixtures and installation of electrical pullbox6s. The
drawings shall include a bill of materials listing the required
number of each size of pontoon and, if not integral with the pon-
toons, the required number of each size of deck panels.
C. The contractor shall submit buoyancy calculations, together with
structural calculations, for the design of fingers and knee
connections. Calculations shall be prepared by a civil or struct-
ural engineer licensed by the State of California.
4. MATERIALS AND PRODUCTS
The following items shall be furnished, new, by the contractor and
installed as a part of the work of this Section:
A. Concrete for pontoons and decks shall be lightweight portland
cement concrete with a unit weight not exceeding 102 pounds per
cubic foot, and shall develop a compressive stre noth of not less
than 3000 psi at 28 days.
B. 'Welded wire fabric and deformed reinforcing bar for concrete
reinforcement shall be hot -dip galvanized after fabrication
and cutting.
C. Pontoon Cores: Each pontoon core shall be constructed of a
�_i�nglesolid block of expanded cellular plastic. The core
material shall be polystyrene and shall conform to the require-
ments of Federal Specification HH -I-524, Type I, Class 1.
BERTHING FACILITY CONSTRUCTION
SECTION 5 - PAGE 2
D., Lumber: All framing lumber shall be Douglas Fir, Coa t Region,
No. 1 grade or better, air dried to a moisture content of not
more than 19 percent, graded in accordance with.WCLIB "Standard
Grading and Dressing Rules No. 16," as r,evi,sed. Facers on
finger -floats shall have a minimum nominal thickness-a.s shown
on the drawings. Owner shall reserve the right to reject any
lumber found not acceptable.,
E. Wood Preservative: All lumber shall be pressure treated with
water -borne ammoniacal copper-arsenite in accordance with AWPA
C2-69; except, that facers shall not be incised. All lumber
cuts and bolt holes shall be given a brush coat of concentrated
ammoniacal copper-arsenite solution.
F. Plywood: Plywood shall be American PIywood Association Grade
A -B exterior type, "MARINE EXT-DFPA," conforming to the require-
ments of U. S. Product Standard 'PS 1-66 overlayed with a resin
impregnated material (trade name Harborite,or approved equal).
G. Pile rollers shall be of 3 -inch by 5 -inch tank -tread rubber,
fabricated for the purpose intended, and mounted with 3/4 -inch
axles (Colson or approved equal).
H. Dock bumpers shall be whitelor off-white, extruded vinyl plastic,
ethylene propylene, neoprene, or other synthetic rubber, com-
pounded to resist salt water, ozone, and sunlight (Anjac Plastics,
Inc., Standard Duty Cap Bumper - DB -6 or approved equal).
Bumpers shall be installed in such a manner that the stringer bolts
can be tightened when required without removing the bumper material.
I. Mooring cleats shall be Wilcox Crittenden No. 401, Perko Fig. 544,
or an approved equal; sizes shall be as indicated. The Contractor
shall submit shop drawings for Owner's approval.
J. Bolts, and bolting material 1/2 -inch diameter and larger shall be
galvanized steel bolts and nuts conforming to the requirements of
ASTM Designation A 394-65, Galvanized Steel Transmission Tower
Bolts and Nuts.
K. Threaded inserts shall be die-cast fabricated of zinc alloy conform-
ing to the requirements of Federal Specification QQ-Z-363,
Composition "A", and shall be tapped for 1/2-13 UNC 2B threads if
1/2 -inch bolts are used, or for 5/8-11 UNC 2B threads if 5/8 -inch
bolts are used. Inserts shall be securely attached to the longi-
tudinal reinforcing steel in the deck to prevent twisting.
L. Holding tank pump -out station
A holding tank pump -out station shall be installed at the location
shown on the plans. This unit is to be a Model 150, 115 volt
BERTHING FACILITY CONSTRUCTION
SECTION 5 PAGE 3
coin-operated, Kenton Pump -Ahead as manufactured by Kenton
Equipment Company, Marine Division, 3280 Kurtz Street, San Diego,
California 92110.
Installation of the equipment is to be in accordance with the
manufacturer's recommendations and comply to local codes.
5. FABRICATION
1. General
A. Finger -floats shall be constructed to the nominal dimensions
shown on the drawings.
B. Washers shall be used where bolt heads and nuts bear on wood
surfaces.
C. Where deck panels are precast as separate units, pontoons
shall be maintained in their proper posi.ti-on by securing them
to the deck panels with epoxy adhesive, suitablefor use with
concrete.
1
2. Galvanizing
All ferrous.metals except stainless steel shall be hot -dip galvan-
ized. All galvanizing shall be done after fabrication.
3. Floats
Pontoons shall be constructed of lightweight concrete as specified
in Section 4-A, herein, and cast around solid cores of expanded
cellular plastic in steel forms. Decks shall be of lightweight
concrete, as specified herein, and shall be either precast or cast
integrally with the float units. Precast deck units shall not be
more than 12 feet in length. Concrete decks shall be reinforced
with galvanized welded wire fabric (minimum 2x2 - 14/14) underlying
the entire deck area, supplemented with such additional steel rein-
forcing bars as may be necessary to develop adequate strength.
Inserts shall be provided along both edges of concrete decks at a
spacing not to exceed 12 inches. Said inserts shall be of a size
to accommodate 1/2 -inch or 5/8 -inch standard bolts and shall be
securely anchored in a manner to prevent their pulling or breaking
out under conditions of severe stress.
4. Knee Braces
A. Each finger -float shall have triangular steel framed knee
braces where the finger -float joins the walk.
B. The knee dimensions shall be as indicated on the drawings.
C. Steel frames shall be provided to reinforce the knee braces
at junctions with the finger -float and head walk.
BERTHING FACILITY CONSTRUCTION
SECTION 5 PAGE 4
5.
Gusset Panels
A. Open areas at knees, and at finger -float ends where guide piles
are located, shall be-cov'ered with lightweight concrete decking
or with minimum one -inch plywood gusset panels. Plywood panels
shall be set flush with the deck and secured to supporting
nailer members with 2-112" x 12" stainless steel wood screws.
Gusset panels without piling shall have minimum 3/4 -inch plywood.
B. Plywood gusset panels shall be painted with two coats of non-
skid deck paint (perma deck or approved equal) applied over -a
prime coat. The finish texture shall be equivalent to that
of fine sandpaper. Color shall match the concrete deck.
6.
Wood Facers
Facers shall be secured to concrete decks with 1/2 -inch -diameter.
bolts, and shall be counter -bored so that bolt heads will not
project past the surface of the facer. Facers shall be of one
or two-ply construction on fingers, and two-ply construction on
main walks and head walks; joints shall occur not less than four
feet from the nearest deck joint for one -ply construction, and
not less than two feet for two-ply construction. Net thickness
of the completed facer shall be not less than 2-1/2 inches for
one -ply and 3 -inches for two-ply construction. Joints in two-ply
facers must be minimum of four feet apart.
7.
Cleats and Bumpers
A. The length and location of bumper strips and mooring.cleats
shall be as shown on the drawings.
B. Cleats shall be secured in place by bolting through the
facer.
C. Bumper strips shall be placed along the side of the facer
and secured with galvanized steel or aluminum nails.
8.
Pile Guides
A. A pile guide system shall be provided for all new piles, and
shall be as manufactured by Colsun Equipment and Supply
Company, or an approved equal.
B. The guide system for each pile shall consist of four rollers
on suitable steel mounting brackets bolted to the gusset panel.
9.
Utilities
A. Utility runs shall be located in a manner which will conceal
them from view from the deck. Main runs of water lines shall
BERTHING FACILITY CONSTRUCTION
SECTION 5 PAGE 5
SECTION.6
STONEWORK
I DESCRIPTION
This work shall consist of furnishing and placing stone at the locations
and to the grades and dimensions shown on the plans or staked in the field,
and in accordance with these Detail Specifications.
2. MATERIAL
Rock rip -rap shall consist of quarry stone which shall be sound and
durable against disintegration under the conditions to be met in handling
and placing, and shall be hard and tenacious and otherwise of a suitable
quality to insure permanency in the specified kind of work.
All stone shall be angular, each piece having its greatest dimensions
not greater than 3 times its least dimensions and shall conform.to the
following test requirements of the American Society for Testing Materials
standards.
ASTM
Requirement Standard
Apparent specific gravity, 2.65 C127-59
minimum
Abrasion, maximum percentage, 45 C535-65
The rock rip -rap shall be graded as follows:,
Weight of the pieces Percent smaller by weight
(pounds)
400 100
200 70-90
100 40-65
25 0
3. PLACEMENT
Stone shall be placed on the prepared subgrade to produce a well graded
mass with the minimum practicable percentage of voids, and shall be con-
structed to the lines and grades shown on the drawings or as staked in Lhe
field. Stone shall be placed to its full course thickness in one operation
to avoid displacing the underlying material. The Contractor shall maintain
the stone protection until accepted and any material displaced by any cause
shall be replaced at his expense to the lines and grades shown on the, drawings.
Self propelled equipment shall not be used on the embankment slopes. Hand
placing, barring, or placing by crane will be required only to the extent
to secure the results specified. -Placing stone by dumping into chutes or
by similar methods likely to cause segregation will not be permitted. The
distribution of the stones throughout the mass may be obtained either by
selective loading at the source, by controlled dumping of successive loads
during final placing or by a combination of these methods.
4. PAYMENT
Mess otherwise specified, payment for stonework will be made at the
contract unit price bid per ton (2000 lbs.) in place, which price shall
include all costs for furnishing and placing stone; individual grading
during the laying and placing operations; the furnishing and use of all
equipment, tools, materials and labor; and incidentals necessary for pre-
paring subgrade and furnishing and placing of stone.
SECTION 7
WATER AND PLUMBING SYSTEM
THE REQUIREMENT
A. General - The Contractor shall furnish all tools, equipment,
materials, supplies, and manufactured article's and shall perform
all labor necessary for the construction and installation of all
waterlines complete, as specified herein and as indicated on
the drawings, including all supporting devices, all in accordance
with the requirements of the Contract Documents.
B. Scope - The work of this Section shall include, but shall not.be
limited to the following:
1. Copper waterlines, including
connections to existing system
2. Fire hose cabinets
3. Hose bibbs
4. Supporting brackets and hangers
5. Steri 1 i zati on
61t Piped discharge from 4oldi,ng tank
pump,Qut station
SHOP DRAWINGS
A. Prior to commencement to piping and valve- installation, the Con-
tractor shall submit to the Engineer -Architect, for approval., I
shop drawings of all pipes, fittinas, and accessories' for the
work specified in this Section. Said drawings shall show the
classes, dimensions, joints, and other relevant details of
piping to be furnished.
B. Submittal of contractor -f urni shed drawings as required above
shall be in accordance with the requirements for "Drawings
Required to be Submitted by the Contractor" in The Special
Provisions.
3. MATERIALS
A. Copper Piping Materials
All copper piping materials and fittings shall conform to the
following requirements:
1. Copper pipe shall be regular seamless
hard tempered, cold -drawn Type L copper
pipe conforming to the requirements of
ASTM Designation B 42-66.
WATER SYSTEM
SECTION 7 PAGE 1
2. Fittings for copper pipe shall be
brass or bronze, solder joint, con
forming to the requirements of
Federal Specification WW -P -460b for
125 -pound class.
B. Valves and Piping Appurtenances
Valves and piping appurtencance shall conform to the following
req ui re men ts
1. Gate val,ves shall be bronze construc-
tion with a non -rising stem with hand -
wheel, double disc, 200 W.O.G., and
shall be capable of passing a full-size
drill when fully open.
C.- Fire Hose Cabinets
Fire hose cabinets shall be of fiberglass construction. Other
related materials and equipment shall be as indicated on the
drawings.
D. Hose Bibbs
Hose bibbs shall be of brass with composition disc. Threads on
the inlet side shall be 1/2 -inch standard male pipe threads.
The outlet side shall be provided with 3/4 -inch male hose threads.
The axis of the inlet and outlet ends shall intersect at an angle
of approximately 45 degrees.
4. INSTALLATION
A. All piping on the slips shall be installed concealed from view on
the undersi ' de of the deck facers. Piping shall be supported so
that the piping has a minimum of 4 -inch clearance to the normal
water surface under dead load conditions and cannot reach the water
surface under any tidal or load condi'tions.
Dielectric insulation shall be provided between cop . per pipe and any
metal it comes in contact with.
B. The 3 -inch flexible connection from below the restroom building deck
to the docks shall be constructed as detailed on the plans. Suffi-
cient flexible hose shall be provided to eliminate the possibility
of any stress being placed on the water piping or the docking
structure.
WATER SYSTEM
SECTION 7 - PAGE 2
D. Unions and/or flanges shall, be installed at all connections to
locker boxes, hose cabinets, and whenever necessary to facilitate
-the installati,on of piping or removal of equipment. Di e 1 e ctri c
insulation shall be provided at all joints in dissimilar metals.
E. Soldered joints shall be made with 95-5 tin -antimony solder.
F. Pipe Supports and Hangers
The Contractor shall furnish and.install all necessary pipe
supports, hangers, brackets, and other appurtenances for securing
the pipe to the floats and to the existing water system, as
directed by the Engineer -Architect and as indicated on the
drawings.
G. Hose Bibbs
1. The Contractor shall mount hose bibbs on 1/2 -inch copper pipe
risers such that the threaded hose connections will be approxi-
mately 6 inches above the deck.
2. The pipe riser shall be securely located in and attached to a
framing member of the locker boy, by a method devised by the
Contractor and subject to the approval of the Owner.
3. Two hose bibbs shall be installed on each locker boy, at right
angles to each other, by means of a side outlet tee or other
approved alternative. The angle of discharge from the hose
bibbs shall be downward at an angle of approximately 45 degrees
from the horizontal.
5. TESTING
The Contractor shall perform all tests required by the.agencies having
jurisdiction and shall furnish all required material, labor and.instru-
mentation. Any leaks which appear when the system is subjected to
normal working pressures shall be corrected by the Contractor at his
expense.
6. STERILIZATION
Sterilization shall be accomplished in accordance with the procedures
specified in AWWA Standard C 601-68; provided, that at the Contractor's
option, the following alternative procedure shall be followed:
The Contracto,r shall add an amount of chlorine
into the waterlines, in a manner approved by the
Engi.neer-Architect, such that the dosage will be
not less than 50 parts per million. The water
lines shall be thoroughly flushed prior to the
introduction of the chlorinating materials.
WATER SYSTEM"
SECTION 7 - PAGE 3
SE-CTION 8
ELECTRICAL WORK
1. THE REQUIREMENT
The Contractor shall furnish all tools, equipment, materials, supplies,
and manufactured articles and shall perform all labor necessary and
the furnishing and installation of new equipment for a complete and
operable electrical system as indicated on the drawings and as speci-
fied herein.
2. SCOPE
The work of this Section shall include, but not be limited to the com-
pletion of the following items.
1. Furnish and install service and distribution boards,
incl:uding conduit for incoming H.V. service and
.conduits for secondary service.
2. Furnish and install slabbox for utility company
transformer.
3. Furnish and install conduit and wiring.
4. Furnish and install power centers.
5. Furnish and install headwalk lighting fixtures.
6. Furnish and install pullbox for t61ephone service.
The following items of electrical work are not included as a part of
this Section, but will be furnished and installed by the Edison
Company.
1. Pad -mounted transformer and associated equipment.
2. Primary and secondary wiring.
REFERENCE CODES AND STANDARDS
A. General
1. Without limiting the generality of other requirements of
these specifications, all electrical work shall conform to
the fol lowing codes , regulations, and standards:
ELECTRICAL WORK
SECTION 8 PAGE 1
a The Nati onal Electrical Code - 1968;
b. National Electrical Manufacturers
Association (NEMA) Standards;
d. Certified Ballast Manufacturers (CBM);
d. Underwriters' Laboratories (UL);
e. California Administrative Code, Title
24, Part 3;
f. Insulated Power Cable Engineers Asso-
ciation (IPCEA).
2.
All material furnished by the Contractor shall be new, and
all materials and installation shall comply with the require-
ments of the referenced editions of electrical codes and
standards, and the codes and standards referred to shall be
used for establishing the quality of the materials and equip-
ment supplied and installed. All equipment of the same type
shall be of the same manufacturer. Capacities of all equip-
ment shall not be less than that indicated on the drawings.
B. Underwriter's Laboratories Approval
1.
All equipment furnished by the Contractor shall be approved
by and shall bear the label of approval of Underwrit�rs
Laboratories, Incorporated, (UL) or of an independent testing
laboratory acceptable to the local Code -enforcement agency
having jurisdiction.
2.
Equipment required on the project which cannot be approved
by either UL or an independent testing laboratory because of
the laboratory's testing limitations shall be constructed of
UL -approved components, and wiring shall comply with the
requirements of the local code authority.
Enclosures for the compartments shall be constructed and
components shall be mounted to comply with UL standards.
3.
All lighting fixtures furnished for use exterior to the
facility shall bear UL labels specifically stati,ng "Approved
for Watertight Installation."
4. PUBLIC
UTILITIES REQUIREMENTS
A. General
1.
The Contractor shall contact the serving agencies and verify
compliance with their requirements before construction.
ELECTRICAL WORK
SECTION 8 - PAGE 2
2. Approval' of requested deviations from plans and specifications
shall be obtained from the Engineer -Architect before installing
equipment or work.
B. Power Company
The secondary power feeder conduit from the pad mount transformer
to the restroom buildings, and meter requirements shall comply
with the req:uirements of the Southern California Edison Company.
5. SAMPLES
Prior to approval of shop drawings, the Contractor shall furnish to
the Engineer -Architect one sample of each of the following:
a. Walkway pullbox
b. Power center
6. DRAWINGS TO BE SUBMITTED BY THE CONTRACTOR
A. Record Drawings
A complete set of up-to-date electrical plans shall be provided
and maintained in good order on the site. All differences between
the location and arrangements indicated on the drawings and those
of the actual installation, as well as referenced to equipment
manufacturer's drawing numbers, shall be clearly recorded on this
set. At the end of the project, the Contractor shall transfer
all changes and references in ink to 2 sets of black and white
prints for submission to the Engineer -Architect. One set of
equipment manufacturer's drawings shall also be submitted to the
Engineer -Architect. The final sheet of each set shall be ini-
tialed by the Contractor as being a correct and accurate record
of the installation as constructed.
B. Shop Drawings
Shop drawings shall be submitted for, but not be limited to the
following items:
1. Service and Power distribution boards;
2. Power centers, including mounting details;
3. Pullboxes and juncti,on boxes,
4. All lighting fixtures, and poles, including
mounting details;
5. Time switches.
ELECTRICAL WORK
SECTION 8 PAGE 3
7. MATERIALS AND EQUIPMENT SCHEDULES
Within 30 calendar days after award of contract, the Contractor shall
submit, for approval, a complete list of materials and equipment pro-
posed for installation in the work. No consideration will be given
by the Engineer -Architect to partial lists submitted from time to
time. Approval of proposed materials will be based upon manufactur-
ers' published data; approval of material and equipment will be
tentative, subject to submittal of complete shop drawings indicating
compliance with the Contract Documents.
8. UNUSUAL SERVICE REQUIREMENTS
A. All metallic materials shall be protected against corrosion. All
items furnished under this Section shall be specifically suitable
for service in a corrosive, salt -water atmosphere as associated
with sea coast areas. Exposed metallic parts of outdoor apparatus
shall be given a rust -inhibiting treatment and standard finish by
the manufacturer. Aluminum shall not be use,d in contact with the
earth, and where connected to a dissimilar metal shall be protected
by approved fittings.
B. Ferrous metals shall be zinc -coated in accordance.with the require-
ments of ASTM Designation A 123-68a or A 153-67, except where other
equivalent protective treatment is specifically approved by the
Engineer -Architect.
9. MATERIALS, PRODUCTS, AND EQUIPMENT
A. Conduit Materials
All conduit materials shall conform to the following requirements:
1. Non-metallic regid conduit shall be polyvinyl
chloride (PVC) schedule 40 or schedule 80, as
indicated on the drawings. Schedule 40 PVC
conduit shall be tapered for coupling, and
schedule 80 PVC conduit shall have plain ends
for threading. All ducts shall have a round,
smooth bore. Bends, elbows, adapters, bells
and other fittings shall be furnished and
installed by the Contractor. All conduit
shall be UL listed.
2.. Flexible, liquid -tight conduit shall be hot-
dip galvanized steel flexible conduit with a
permanently bonded 40 mil thick exterior coat-
ing of PVC. Corrosion -resisting fittings shall
be factory -installed. All such material shall
be factory -fabricated to the correct required
lengths prior to shipping. The PVC coating
shall be factory -applied by the same manufacturer
who produces the hot -dip galvanized flexible conduit.
ELECTRICAL WORK
SECTION 8 - PAGE 4
3. Fittings and junction boxes shall be PVC and
shall be suitable for use with rigid PVC
Schedule 40 and Schedule 80 conduit.
B. Conductors
All conductors shall be brought to the jobsite in unbroken pack-
ages; cable jackets shall carry identification as to its type and
manufacturer. Except as otherwise indicated, all conductors shall
be copper, and shall conform to the following specific require-
ments:
L
1. All electrical conductors, shall be copper, rated
for 600 volts ac. Conductors smaller than No. 6 A14G
shall be solid; conductors No. 6 and larger shall be
stranded. Conductors installed in interior locations
shall be type "TW". Conductors of No. 6 AWG and
larger and all -conductors installed in exterior
locations shall be THW insulated..
C. Kellems Strain Relief Grips
Kellems strain relief grips shall be provided with stainless steel
mesh grips and clamps.
D. Pullboxes
All pullboxes, shall conform to the physical and dimensional require
ments specified herein or indicated on the drawings, and shall be
the standard products of a manufacturer regularly engaged in the
manufacture of such items. All pullboxes and appurtenant items
shall conform to the following additional requirements:
1. Concrete pullboxes shall be of precast con-
crete construction. Knockouts shall be
provided for conduit installation.
2. Cover plates for concrete pullboxes shall be
of the steel pan type, filled with concrete.
Lift brackets shall be provided. Cover plates
shall be identified with a letter "TEL" cast in
the surface of the cover.
3. Polyvinyl chloride pullboxes shall be approxi-
mately 10 inches by 6-1/2 inches by 4-1/4
inches deep, with a minimum wall and bottom
thickness of 1/4 inch. Copper inserts shall
be provided for securing cover plates. A
recess shall be provided to allow flush
mounting of the cover plate.
ELECTRICAL WORK
SECTION 8 - PAGE 5
4. Cover plates for polyvinyl chloride pullboxes
shall be PVC with a minimum thickness of 1/4
inch, and shall be gasketed for waterproofing.
A copper reinforcement shall be provided for
each bolt required to secure the cover plate
to the box. Eight No. 32, stainless steel
screws shall be provided with each PVC box
and cover for securing the covers to the boxes.
E. Ground Rods
Ground rods shall be 6-1c copper and shall
be a,minimum of 1/2 -inch diameter by 10 feet long.
F. Main Switchboard
1. Main switchboard, dead front, dead rear, floor standing
construction 90" high by width and depth as shown on the
drawings. Finish shall be ASA #49 or #61 over a completed
primer which shall follow a thorough cleaning of steel .
Each section shall consist of a sheet metal enclosure using
not less than #12 gauge steel for structural plates, doors
or panels supporting devices Construction modular of formed
steel, completely enclosed to form one integral unit. Ver-
tical side gutter covers hinged with concealed hin es. All
interior equipment mounted to switchboard framewoT All
breakers or switches, size as indicated on drav�ings and
rated for interrupting capacity indicated on drawings. All
sections constructed in accordance with UL procedure and
labeled as such where labelina service is applicable. Appro-
ved manufacturers are: General Electric, "AV" line or equal
by Square D. Co., or Westinghouse.
a. Pull Section
b. Service section with sequence of metering as required by
serving utility and shall contain:
Main breaker
2 Meter and test facilities
(3) Current transformer space
c. Distribution section shall include individual circuit
breakers as indicated, with load and interrupting rating
shown on drawings. Breakers shall utilize a quick -make,
quick -break op�rating mechanism and shall be bolt -on type.
Protective devices mounted on a steel framework and re-
movable from front either individually, without distu- ' -bing
adjacent devices or as a complete assembly. This ass.embly
ELECTRICAL WORK
SECTION 8 PAGE 6
frame work shall also support the vertical bus structure.
All bus braced for a minimum of 50,000 amperes assymme-
tHcal. Where space only is indicated for future protective
devices, furnish all hardware and bussing attachments.
Provide "Lock -Off" devices on all circuit breakers.
G. Panelboards and Distribution Panels:
1. Panelboard cabinets to be flush or surface mounted, as shown,
with bolt -on type breaker and subfeed breakers as shown on
panel schedules, hinged lockable doors, typewritten index
card holders under plastic cover copper bussing, and main
lugs or main breakers as shown. Branch circuit breakers to
have individual provisions for padlocking in the "OFF" posi-
tion. Panelboards to be keyed to operate from 1 key to match
existing. Tri -m adjacent to branch breakers, permanent type
plastic or metal numbers to identify circuit �rotected.
Breakers as manufactured by Westinghouse, General Electric or
Square D. Company, bolt -on type and minimum I.C. rating of
10,000 amperes. Bussing, 225 ampere except where noted on
drawings. Lock shall be Yale #LL -24 or approved equal.
2. Lighting and power panels, 120/208 volt, three phase, four
wire, panels as manufactured by Westinghouse, General
Electric or Square D Company.
3. Where contactors, relays or time switches are indicated to be
installed in the panel, install under a separate hinged
lockable door. Where a panel has more than 1 door, a barrier
and a divider bar shall be installed between doors. Mount
time switches, relays, etc. on "Lord" mounts. Cabinet
completely soundproof.
4. The time switch which controls the marginal walkway lighting
shall be provided in compartment with a separately hinged
door.
5. Neoprene gaskets shall be provided at all panels and doors
for dust resistance.
6. All circuit breakers shall be identified by nameplates
attached with mounting frames or drive screws. Nameplates
shall be white on black, engraved laminated plastic.
H. Telephone Cabinets
Shall be 24" x 30" x 6" deep and be fiberglass with plywood
backboard.
ELECTRICAL WORK
SECTION 8 i.PAGE 7
Power Centers
Power centers installed in the locker boxes shall be raintight,
rustproof, and shall met the requirements for a type 3R unit as
specified by NEMA. Each unit shall house circuit breakers and
receptacles as indicated on the drawings. Power center units
shall conform to the following detailed requirements:
1. Enclosures shall be fabricated of 16 -gauge steel; shall be
approximately 13 inches high, 6 inches wide, and 4 inches
deep; and shall be provided with' a single mounting bracket
for installation on a 1-1/2 inch diameter standpipe. Enclo-
sure, mounting bracket, standpipe, and flange shall receive
a corrosion-resis�tant finish as 'manufactured for marine
use. Each enclosure shall be UL listed.
2. Outlets shall be provided for each slip on the basis of
slip size. Minimum criteria are:
I
a. Slips 0 to 20' - One 20 amp, 120V, 3 wire gr ounding
type receptacle. (Hubbell Cat.
13CM-10)
b. Slips 26' to 38'- One 30 amp, 120V, 3 wire grounding
type receptacle. (Hubbell Cat. #
31CM-201)
c. Slips 68' and - Two 50 amp, 120/24OV, 4 wi re
over grounding type receptacle (Hubbell
Cat. # 63CM-70)
3. Branch circuit breakers, one for each receptacle, shall be
located on the front of the enclosure behind a raintight
cover, with provisions for padlocking. Breakers shall be
molded case, rated for the receptacle served, single -
pole, 120 -volt ac, or 120/240 volts ac, and shall be
rated for a minimum interrupting rating of 7500 AIC
z -
�symmetrical. All branch breakers shall be thermal -
magnetic type, toggle action, with a quick -make, quick
break mechanism. Trip indication shall be clearly shown
by the position of the breaker handle, which shall be
midway between ON and OFF when the breaker is tripped.
All breakers shall carry UL approval.
ELECTRICAL WORK
SECTION 8 PAGE 8
10. INSTALLATION
A. General
Power for the lighting circuits shall be distributed from the
power distribution board through a time switch.
B. Conduit Installation
1. All underground conduit shall be buried to a der)th of not less
than 18 inches below finished grade, exceot where otherwise
indicated. Standard factory ells shall not be used in under-
ground service. The minimum radius of curvature of bends for
long underground runs shall be 10 times the internal diameter
of the conduit.
2. Non-metallic conduits shall be equipped with end bells where
such conduits terminate in concrete oullboxes and handholes.
Conduit ends shall be machine -cut to. fit couDlings and shall
be painted with an approved joint -sealing compound immediately
before making up joints. Conduit shall be mandrilled to in-
sure a smooth interior wall. A 1/8 -inch nylon pull cord shall
be installed in all empty conduits. Conduit shall be made
accessible for inspection prior to backfilling -or concealment.
Conduit concealed without the approval of the Engineer -Archi-
tect shall be exposed for inspection if requested by the
Engineer -Architect and no additional payment will be allowed
therefor.
3. Liquid tight flexible conduit shall be used alongside the
gangway as indicated on the drawings.
C. Installation of Conductors
1. Conductors shal I be protected from weather or damage during
storage and handling, and shall be in first-class condition
when they are installed. Raceways shall be completed before
wires are installed.
2. Wi.res 8 AWG and larger shall be connected to panels and other
apparatus by means of approved type lugs or connectors. Con-
nectors shall be of the solderless tyDe, sufficiently large to
enclose all strands of the conductor, and shall be securely
fastened; they shall not loosen under vibration or normal
strains. Solid conductors, 10 AWG and smaller, shall be ter-
minated with mechanical -type compression lugs, and shall be
properly taped.
3. Phase conductors shall be color -coded; the same color -coding
system shall be followed throughout the work, as follows:
ELECTRICAL WORK
SECTION 8 - PAGE 9
Phase A - B 1 ack
Phase B - Red
Phase C - Bl ue
Neutral - Whi te
Ground - Bl ack
4. No splices or joints shall be made in either the feeders or
the branches, except at outlets or accessible junction boxes.
Joints in branch circuit wiring shall be made mechanically
a nd electrically secure.
5. Conductors shall not be drawn into any conduit until the
conduit is free of moisture. In drawing wire into conduits,
the Contractor shall allow sufficient slack or lead to permit
the connection of fixtures, switches, and appurtenant items
without additional splices.
6. A wire lubricant approved by the Engineer -Architect and m anu-
factured specifically for that purpose may be used. Conductors
of 8 AWG and smaller shall be hand pulled. No blocks, tackle,
or other mechanical mans shall be used in pulling wires or
cables smaller than No. 4/0.
D.
Fixtures
Shall be as specified on the drawings and shall be complete with
lamps, wattage, as indicated.
E.
Pullbox Installation
Pullboxes shall be installed below the decking of the prefabri-
cated floats in recesses to be provided therefore during float
construction. (An access panel will be provided in the decking).
F.
Power Center Installation
Installation of power centers ' shall be in accordance with the
details on the drawings, and shall be within the locker boxes.
GROUNDING
A.
Grounding continuity shall be provided throughout the conduit
system, at all enclosures of electrical devices, and wherever
a conduit run is interrupted.
B.
Fixture posts, metal enclosures of electrical devices, distri-
bution board enclosures, and each piece of equipment shall be
completely grounded in accordance with the requirements of
the National Electrical Code, and as indicated on the drawings.
ELECTRICAL WORK
SECTION 8 PAGE 10
C. All necessary conduit, conductors, clamps, connectors, and other
components of the grounding system shall be of the tyiDe, si ze,
shape, material, and rating required by the National Electrical
Code. Lugs and connectors shall be of an approved, non -corrosive,
solderless type.
D. Grounding shall be in accordance with the requirements of the
applicable codes and latest marine practices for safety to the
boat owner.
E. All cable connections to ground rods shall be made above ground
unless otherwise indicated on the drawings.
12. TESTING
The resistance between ground and absolute earth shall be measured by
the Contractor in the presence of the Owner or his representative
before the equipment is placed in operation. If the resistance test
cannot be met in accordance with the requirements of the National
Electrical Code, additional ground rods shall be installed.
The Contractor shall make all electrical tests and necessar adjust -
y
ments appurtenant to the work constructed �under this contract.
ELECTRICAL WORK
SECTION'8 PAGE 11
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Builders of Tomorrove's Cities ... Today
Iry "Ing
November 20, 1972
California Regional Water Quality Control Board
Santa Ana Region
6848 Magnolia Avenue
Riversidel California 92506
ATTN: Mr. John M. Zasadzinski
SUBJ: BAYSHORE MARINA, NEWPORT BEACH
Dear Mr. Zasadzinski,:
Reference your letter dated October 31, 1972 to
D. Harshbarger, Captain, Marine Safety Department,
City of Newport Beach, a copy of which was sent
to us by Mr. Harshbarger. As subsequently dis-
cussed over the telephone, I am enclosing a brief
report on the project, which will give you a
fairly good idea about the project.
As I am really not sure which part of this report
you are more concerned with, I would suggest a
meeting at your convenience to elaborate on
specific points you might have in mind. However,
please feel free to contact me on (714) 644-3482,
in case of any questions.
Sincerely,
THE IRVINE COMPANY
Paul �Kakur
Project Engineer'
PT/sp
Enclosure
CC: ]2. HarsLharger, 'Captain
Marine Safety Department
City of Newport Beach
The irvine Company 610 Newport Center Drive Newport Beach, California 92660 (714) 644-3011
IIARINE SAFETY DEPART142NT
70 Newport Pier
November 31 1972
t4r. Donald Karpinen
Irvizae Company
610 Newport Center Drive
Newport Beach., California
Dezur Mr. Karpinen.,
Attached for your disposition is a letter and
"Waste DischargeO application sent to our depart-
menl.- from the California Regional Water Quality
Control- Board.
The requested inforntatioh should be processed
prior to the City issuing a Harbor Pe=JAt for
the Baysh&re Marine project.
Sincerelyt
D, Harshbarger, Captain
Marine Safety Department
DH-.lf
Enclosure
NOTEi.. Lot N 8
0,,
-And, o d'b
�CCURIPB. y "'APUP,
:15 Block 541
Lot
-20, 5
Tr-apE
The -Ir, ane -,.Comp
v 4ny
-MARINE SAFETY DEPARTMENIT:
70 Newport Pie -r
October 26, 1972
Santa Ana River Basin
Regional Water Quality Control Board
6848 Magnolia Avenue
Riversidep California 92506
Dear Siro-
Please find enclosedan application, and,drawinq4 for the
reconstruction of��,the Bayshores Marina submitted to the
City of Newport Beach by the Irvin6,Company*
The proposed construction has received thp, approval of
the joinit- Harbor tom-aittee, County Harbor Commission and
is on the Co- unty Board I of -Supervisors agenda for f -i . nal
tide.'Land u e�` tae, agreeMnts�*
The Irvine Campany, has submitted �their'plAns�to the Cit
y
Council for'a"City Harbor Permit.' The plans ,are currently
-being reviewed by the7X4rine�� Safety,Department and the,
community. I)evelopm'ent Depa I rtment 1� - prior to being submitted
to the I Ci ty Council for lina" 1 Cl:ty, approval,
Because,of the magnitude of the projpct�,.including dredg-
ing, etc., we, would. appr z eciate it ikyou,could start your
review and Proc.6asing''priorto.the City's finakapproval.
Please � contact ra,- Marine Safety Department, if
at the
you have any qlaestions,
Sincerely,
Do Harshbargert Captain
Marine Safety Department
DH -.1f
Enclosure
Cc: U, So Corps of Engineers
the United States or any other public -,body -having juri-Rdiction, and this
permit shall be suspended in operation unless. and.,until.such order or
consent is obtained.
3. Transferring Permit: This permit is not transferable with
out the written consent of the City Council of the City of Newport Beach.
*f
4. Notice Prior to Starting Work: The'Permittee shall noti y
the City Engineer at least three (3) days in advance of the date work is
to begin and its completion.
5. Inspections The work shall be subject to the supervision
and approval of the City Engineer. On work which requires the presence
of an employee of the City of Newport Beach as inspector, the salary and
other incidental expense of such inspection during the work shall be paid
by the Permittee upon presentation,of a bill therefore.
6. Protection of Traffict Adequate provisions shall be made
for the protection of the travelling public. Barricades shall be placed
on streets, -with red lights at night, also flagmen employed) all as may
be required by the particular work in progress.
The Permittee shall not attempt to forbid the full and free
use by the public of all navigable waters at or adjacent to the work or
structure. If the display of lights and signals on any work hereby auth-
orized is not otherwise provided by law, such lights and signals: as may
'be prescribedby Bureau of Light Houses, Department of Commerce) shall be
installed and maintained at the expense of the Permittee.
7. Liability for Damages: The Permittee is responsible for all
liability for*personal injury or property damage which may occur through
work herein permitted) and in the event any claim is made against the City.�,
of Newport Beach or any department, officer or employee thereof, through,
by reason of, or in connection with such work., Permittee shall defend,
indemaify and hold them ' and each of them, harmless from such claim. This
Permit shall not be effective for any purpose unless and until the above
named Permittee files with the City of Newport Beach., a surety bond in the
form and amount required by the said City, unless specifically exempted on
the face hereof.
8. EncirLtion of Permits If the structure or work herein auth-
orized is not completed on or before the �1,t day of 19
this permit, if not previously"revoked or specifically.extended,, shaff
cease and be null and void.
L.. April 13, 1971
2. May 11, 1971
3. June 8, 1971
4. 'May 9, 1972
BAYSHORES MARINA
Application to Joint Harbor Committee for
approval to reconstruct marina. Continued
to May 11, 1971
Joint Harbor Committee meeting, item con-
tinued to June 8, 1971.
Application approved by JHC.
Revised plan (Study Plan F) for marina
submitted to JHC for approval,, item
continued to June 13, 1972.
5. June 13, 1972 Study Plan F previously approved subject ,
to changes. Study Plan G, a revision takinS
care of desired changes, submitted to JHC.
Item continued to July 11, 1972.
6. July 11, 1972 JHC meeting. Harbor Commission and Board
of Supervisors approval of JHC recommen&,,-
tions received. JHC reaffirmed action of
.June 1971.
7. Sept. 12, 1972
JHC meeting reviewed progress of redevelop-
ment plans. Progress report continued to
October meeting.
8. Oct. 10, 1972
JHC meeting at which Mr. Smart and Mr.
Shrewsbury of The Irvine Company and
Mr. Howard of County's Dept. of Real
Properties reported on lease rental
percentages. Progress report again
continued to November meeting.
9. Nov. 14, 1972
JHC meeting. Progress report on Bayshores
Marina. Committee need take no action at
this time.
10. Dec. 19, 1972
Instructions to bidders distributed for
Bayshores Marina by Irvine Company.
11. Dec. 21, 1972
Planning Commission approved Use Permit
1647 concerning Bayshores Marine and
accepted Environmental Impact Report
EIR/NB 72-022.
12. Jan. 2, 1973
Board of Supervisors and Irvine Company
established one year agreement for Bay -
shores redevelopment in accordance with
Board's Minute Order of June 22, 1971.
13. Jan. 22, 1973
Harbor Permit Application #129-2572 to
City Council for final approval. Appli-
cation was referred back to JHC.
14. Feb. 13, 1973
JHC meeting. Two new conditions were
added to original conditionsfor Bayshores
Marina.
15. Feb. 26, 1973
Newport Beach City Council approved
Bayshores Marina reconstruction. Regional
Water Quality Control Board recommended
approval.
16. Mar.6, 1973
'Irvine Company received notice -,-".L-om State
Water Resources Control Board that
application has been certified by:
1) S.W.R.C.B, 2) E.P.A., 3) National
Oceanic and Atmospheric Administration
and 4) Bureau of Sport Fisheries and
Wildlife.
17. March 22, 1973
Irvine Company informs Corps of Engineers
of manner of disposal of dredged material.
18. May 31, 1973
-South Coast Regional Zone Conservation
Commission informed by project engineer
of approvals given by various agencies.
S.C.R.Z.C.C. did not approve project
subject to further study.
19. Dec. 17, 1973
Corps of Engineers extended 30 d ays dredg-
ing application by Irvine Company in view
of insufficient information.
20. Dec. 18, 1973
Board of Supervisors extended agreement
with Irvine Company six months in order
that they may gain necessary approval.
21. Jan. 14, 1974
City Council extended permit six months
per Board of Supervisors action.
22. Jan. 15, 1974
Irvine Company informs COE of SCRZCC
approval of Irvine Company's Bayshores
Project at their Jan. 7, 1974 meeting.
23. Jan. 22, 1974
California Coastal Zone Conservation
Commission approved Irvine Application.
24. Jan. 24, 1974
Irvine Company informs COE of plans to
construct within three months.
25. Feb. 13, 1974
Bayshores residents request withdrawal of
ai
s 'lboat mooring requirement.. Approved
by J.H.C.
30. March 13, 1974
31. March 19, 1974
32. May 20, 1974
33. July 17, 1974
34. Aug. 13,.1974
35. Aug. 19, 1974
36. Sept. 9, 1974
37. Sept. 18, 1974
38. Oct. 18, 1974
39. Dec. 9,,1974
40. Dec.9, 1974
Irvine Company informs COE of changes in
original dredge limits.
Irvine Company informed COE of new rip
rap plans asked for by SCRC.
Board of Supervisors amend County Tidelands
lease deleting Condition 2-D.
Irvine Company informs COE of changes in
original sepia.
Marine Department informs Larry Leaman
of permit modification per the'.Lfec. 18,
1973 Board of Supervisors meeting
Condition 2-D.
COE approves Irvine Company permit appli-
cation dated 3/13/74.
Harbor Permit issued by City Marine
Department.
Dredging fee and letter of application
sent to R. Zawadzki of COE.
Board of Supervisors settle lease with
Irvine Company for Bayshores Marina.
COE Public Notice regarding changes in
dredge disposal site sent out.
City Council of Newport Beach notified
of lease between Irvine and County for
Bayshores Marina.
Ted Yee called Marine Dept. concerning
deadline,of Public Notice 9/19/74. To
date no comment from Resources Agency.
R.W.Z.C.B. informs Ted Yee,of COE of
their approval of Bayshores Marina
Dredging in Public Notice 74-168
(re Aug. 19, 1974)
Marine Dept. informs Mayor and City Council
of Newport Beach of Irvine Company's plan
modification of Harbor Permit (129-2572
(Jan. 22, 1973) approved by City Council
12-9-74.
City Council of Newport Beach received
report from Marine Department regarding
Irvine Company's request to eliminate
one toilet fixture each from men and women
restrooms in Bayshores Marine. Approved
by City Council.
26.
Feb.
20,
1974
27.
Feb.
28,
1974
28.
March
11,
1974
29.
March
12,
1974
30. March 13, 1974
31. March 19, 1974
32. May 20, 1974
33. July 17, 1974
34. Aug. 13,.1974
35. Aug. 19, 1974
36. Sept. 9, 1974
37. Sept. 18, 1974
38. Oct. 18, 1974
39. Dec. 9,,1974
40. Dec.9, 1974
Irvine Company informs COE of changes in
original dredge limits.
Irvine Company informed COE of new rip
rap plans asked for by SCRC.
Board of Supervisors amend County Tidelands
lease deleting Condition 2-D.
Irvine Company informs COE of changes in
original sepia.
Marine Department informs Larry Leaman
of permit modification per the'.Lfec. 18,
1973 Board of Supervisors meeting
Condition 2-D.
COE approves Irvine Company permit appli-
cation dated 3/13/74.
Harbor Permit issued by City Marine
Department.
Dredging fee and letter of application
sent to R. Zawadzki of COE.
Board of Supervisors settle lease with
Irvine Company for Bayshores Marina.
COE Public Notice regarding changes in
dredge disposal site sent out.
City Council of Newport Beach notified
of lease between Irvine and County for
Bayshores Marina.
Ted Yee called Marine Dept. concerning
deadline,of Public Notice 9/19/74. To
date no comment from Resources Agency.
R.W.Z.C.B. informs Ted Yee,of COE of
their approval of Bayshores Marina
Dredging in Public Notice 74-168
(re Aug. 19, 1974)
Marine Dept. informs Mayor and City Council
of Newport Beach of Irvine Company's plan
modification of Harbor Permit (129-2572
(Jan. 22, 1973) approved by City Council
12-9-74.
City Council of Newport Beach received
report from Marine Department regarding
Irvine Company's request to eliminate
one toilet fixture each from men and women
restrooms in Bayshores Marine. Approved
by City Council.
DEPARTMENT OF THE ARMY
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P. O..BOX 271 t
LOS ANGELES. CALIFORNIA 90053
IN REPLY REFER TO
SPLCO-0 24 September 1970
The I inti n o Company
Marinas and Recreation Division
550 Newport Center Drive
NA-wport Beach, California 92660
Gentlemen:
Reference is made to your request of 30 July lq70 for permission to
temporarily relocatC existing do6, facilities in Lido Isle Reach.
Upon the recommendation of the Chief of Enl-ineers, and under the pro-
visions of Scctlon 10 of the Act- of Congress approved March 3, 1899
entitled "An act making appropriations for the 'construction, repair,
and pre-,ervat-lon of certain public works on rivers and harbors, and
-d by the Secretary of
for other purposes," you are hereby autnorl:w-,
the Army to relocate Bayshores Marina 100 feet channelward, in accord-
ance with any requllrNrients set Forth by the City of Newport Beach,
Orange County Harbor I)istrict and the U1. S1. Coast Guard. The relocated
marina shall be removed no later.than 1. April J-971.
This authorizatlon does not give any property rights, either in real
estate or material, or any exclusive privilooes; and does not authorize
any injury to private property or invasion of private rights, or any
infrin,:;ement of Federal, State, or local laws, or regulations, nor
does it obviate the necessity of obtaining State assent to the work
authorized.
'CRETARY OF THE ARMY.
BY AUTHORITY OF THE S!,
!'Y*
J t�AT'LFY
BERT J MALLEY
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C o 11 o n ee 1 , (C E4,,
District Engineer
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APPLICATION IDY
SUTIOU 6-b
SCALE Hlkil� T N E I R V, I H I COMPANY
550 NEWFIRT CINT.Ek DKI:vg
N E W P 0 k T t E A C 0, C Al i f. 116 6-0
a!"M OF NEWPV""'T BEACH!
HARBOR:, OvERIMIT
PEKNISSION IS HEREBY GRANTED TO CONSTRUir-'T AV,,*'�
MAINTAIN THE FACMITY SHOWN ON! THE REVC524SE MEPEOt
AT THE SITE WDICATED, SWBRJI-Lt�CT To PAQ%,Z'SIGNS �
THE HARBOR PERIM-, PQUC'M� OF 1110UP0.1-T l5tAC Af
ANY SPZW�AL C-cJ900&T5CH9 US -TED T-sp.p-
IS NOT 1RANSFERABLE Vfg-'THOWT THE COXSEM, il
THE CITY, HZ.OtBop, T.
RIGHTS GiVER UP-DrE�, THjS FiERVIVI'le 4pur"IE PERIM-USSWE allc
AND THIS PERMI-ir BE r�EVar-,,C:D Lmy TVL-, C6W cw_lNlc"A-
IN ACCORDANCE WITH TITLE 17 OF THE MUMCkPAL CODE.
CITY HARSOR C0JdftiDj-w',ft-f0ft
PERUff
SPECIAL CONDMONS:
Corps of Engineers Permit
Gra.nge county Permit
Othen
DATE
t-lfV —OF-WEWPORT trt.Adli
HARBOR PERMIT
PERMISSION IS HEPEBYI! GRANTED TO CONSTRUCT ANE
MAINTAtH THE FACILITY SlIOVJN ON TPE: REVERSE HEREOF,
AT THE SITE INDICATED, �SUBJECT TO TV?T PROVISIONS OF
THE' HARBOR PERNUT POLICIES oF m-wponT SEACH ANt
ANY SPECIAL CONDETIONS LrSTrD THIS PERM11,
IS NOT TRANSFERASLZ CO24SENT Of
THE CITY HARBOR OR CITe COUNC.M. TI -1.
RIGHTS GWEN UNDER ONL�'
AND THIS PERMUT MAY LIZ i;E-VC-C-ED E;Y THE C*7 Y COUNCIL
IN ACCORDANCE W�-*H ';�TLE 17 10 m6wci I�Aj- CODE.
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CITY NARSPRIC4,m
1,3 0- .1 -/,5-2—
SPECIAL CONDMIONS:
Coms Of ErWneers pern* j-), _a,,
Ora%e COU* Pinnft
Other 04
71plp
PEftrr m%ft suoJECT To
"EDGE IWATEMAL OEM
HAULED Tc sFA
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PLACED Or4 BEACH
5108 mm-'.
U. S. 510
UNITED STATES - WEST COAST
CALIFORNIA
NEWPORT BAY
SOUND -1 IN
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A N P E D R 0 C H A N, N E L-
AGREEKF
BOAT MOORINC_, �NT
This Agreement is made by and between CALIFORNIA RECREATION CO., hereinafter called "Company", and
, hereinafter called "Licensee". Licensee desires to moor his boat,
-described below, in mooring space at Marina-, subject to the
covenants and conditions of this Agreement hereina --ter set -ortZ
CF/Doc. No. Boat Name Type
Length Beam Draft
Billing Address
Residence Address
Phone: Emergency Business Residence
1. Space: Company hereby grants to Licensee the right to use and occupy mooring spa ce (hereinafter "the Space")
at Marina for the mooring of the above- des c r_iFe_J__5oa —tand for no other purpose.
2. Term: This Agreement shall become effective on 19
, and shall continue in effect until
T—erminated in accordance with any of the following:
(a) Either party may terminate this Agreement at any time by written notice to the other party given at least thirty (30)
days prior to the date of such termination.
(b) If Licensee fails to perform, any of the terms, covenants and conditions to be performed by Licensee as set forth in
this Agreement, Company may, wiihout waiving any other remedies it may have, terminate this Agreement upon written
notice to Licensee.
(c) This Agreement shall automatically terminate upon any destruction of the Space by reason of fire, storm or other
catastrophe.
Upon termination of this Agreement, Licensee will promptly cause the Space to be vacated and all gear, equipment and
materials removed therefrom. If Licensee fails to do so, the Company may, in addition to any other remedies to which it is
entitled, remove the Boat and all gear, equipment and materials and place the same in storage at Licensee's expense.
3. Mooring Fees: Licensee agrees to pay to Company the sum of $ per month, payable in advance on.or before
tTFe_1Tr_s_t_2'a_y of each month at Company's office at 550 Newport Center Drive, Newport Beach, California 92660, or at such
other place as may from time to time be designated by Company in writing. Company agrees to give Licensee written notice
at least sixty (60) days before any increase in mooring fees.
Any unpaid mooring fees or other charges incurred by Licensee shall become a lien against the boat.
4. Securi t: Licensee agrees upon the execution of this Agreement to deposit with Company the sum of $
_Fs �a�y 2020SM secure the faithful performance by Licensee of this Agreement and as part considera t ion for the execution, -0-F
ep.sit
this Agreement by Company. Company may retain said deposit for thirty (30) days after Licensee has vacated the Space.
.Company shall have the right to commingle said security deposit with other funds of Company. Licensee agrees that if
Licensee fails to pay the mooring fees promptly when due, or any other charges incurred promptly when due, said security
deposit may be applied to any such fees or charges, and if Lic:ansee violates any of the other covenants or conditions of
this Agreement, said sum may be applied to any damages suffered by Company as a result of Licensee's default.
5. Licensee's Covenants: Licensee covenants, as a condition of its occupancy hereunder, that:
(a) The use of the Space is at the sole risk of Licensee. Licensee acknowledges that Company has not made any express
representations or warranties, and that no such warranties or representations shall be implied, with respect to the
present or future nature, suitability or condition of the Space, or other property belonging to the Company or under
the control of Company. Company and its officers, agents and employees shall have no liability for any loss of, or
damage of whatsoever kind to the Boat, her gear, her equipment or personnel, or for the death of or pez-sonal injuries
to Licensee or his family, employees or other invitees, howsoever caused. Licensee agrees to indemnify and hold harmless
Company and its officers, agents and employees from and against any liability for any loss, damage or injury to person
or property sustained by any person, firm or corporation by reason of any matter, thing or occurrence arising out of
or relating to the operation, occupancy or possess -ion by Licensee or his family, agents, employees or invitees of any
boat or vessel or any moorage or storage facilities of Company.
(b) Licensee shall not assign, sell or transfer this Agreement or any rights conferred hereunder without the written
consent of Company being first had and obtained.
)Licensee sliall comply with all applicable rules, regulations and instructions of governmental agencies and the Company,
including but not limited to the provisions of the Company's Slip Rental Policy, a copy of which is attached hereto and
made a part herc-.of. Company reserves the right to modify its rules and regula�ions and the Company's Slip Rental Policy
from time to time. Company also reserves the right to regulate in a uniform manner the entry into the marina by yacht -
brokers and yacht service contractors and to charge a fee for such entry.
(d) In the event of any emergency, Company may move Licensee's boat from the Space to any other place, and neither Company
nor any of its officers, agents, or employees shall have any liability for any loss or damage resulting from any such
movement of the boat or from any failure to so move the boat.
(e) Licensee shall, at its cost and expense, maintain in force a policy of complete marine insurance coverage, including
liability coverage. Said insurance policy shall be maintained on the minimum basis of $50,000 for damage to property,
$100,000 for bodily injury to or death of- one person, and $200,000 for bodily injury or death in any one accident.
6. Notices: Any notice to be given by either of the parties hereto may be del 'vered in person to any officer of Company, or to
fi—censee, or may be deposited in the United States mail in the State of California, with postage prepaid and addressed to
the party for whom intended as follows: To company at its business address as set forth above, and to Licensee at -'its
residence address as set forth above, or at such other address as either of the parties hereto may hereafter designate in
writing. Service of any such written notice shall be deemed complete at the time of such personal. delivery or within two
(2) days after the mailing thereof as hereinabove provided. If more than one Licensee is named under this Agreement,
service of any notice upon any one of said Licensees as herein provided shall be deemed as service upon all of said Licensees.
7. General: This Agreement is solely an apreement for occupancy and use of the Space by Licensee, and is not and shall not be
construed as a lease or agreement for services. In the event Company shall bring any action or proceeding to enforce any of
-tinder, Company shall be entitled to recover any and all costs and expenses including attorn ey's
the rights of Company herc
fees. If more than one Licensee is named under this Agreement, the obligation of all such Licensees shall be and is joint
and several.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date set forth below, opposite the signature of
each party.
Dated- 19
"Licensee"
Dated- 9—. CALIFORNIA RECREATION CO.
"Company"
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CALIFORNIA RECREATION CO. - SLIP RENTAL POLICY
1. BOAT MOORING AGREEMENT - No boat may occupy slip or side tie space prior to the issuance of
a Boat Mooring Agreement executed.by California Recreation Co.
Instructions for fillin� out Agreement: Please correct any errors in name and address which
we may have made, and sign your name exactly as it appears on the front page. Legibly fill
out the information regarding your'boat.. Any false or misleading information will result in
cancellation of the Agreement. Please.note the Security Deposit and first month's rent are
to be remitted with the Agreement. Sign the Agreement and fill in the date opposite your
name. Please make check payable to California Recreation Co.
2. JOINT OWNERSHIP - The Agreement must list all registered owners and be signed by each of them.
3. REQUIREMENT TO OWN BOAT - Only boat described in Agreement and registered to Licensee may
occupy the Slip.
4. SECURITY DEPOSIT must be received in the appropriate amount below. Deposit is to guarantee
security againsE damage to docks and to assure adequate notice is given when vacating a slip.
Up to 30' - $75.00 311 to 401 - $100.00 411 to 501 - $125.00 51' and up - $150.00
5. MATCHING SLIP TO BOAT - Marina Management will determine if boat is of appropriate size and
type for slip.
6. OVERHANG - No portion of boat may protrude.over dock walk.
7. SIDE TIE ASSIGNMENTS - No firm policy will regulate this assignment but, in general, boats
will be mat-c-R-eT to—space available according to length.
8. CHANGING SLIP ASSIGNMENT - The location of this space may be changed by Marina Management
at any time.
9. SUBLETTING is permitted when approved by Marina Management. When slip is to be vacant, another
boat may use the slip if registered with and approved. Mooring fees must be paid by Licensee.
During extended cruising, slips made available to Management will be used for transients, and
Licensees shall be reimbursed for those days the slip is so occupied. Subletting is limited
to ninety days.
10. PETS - No dogs are allowed on the grounds, boats or docks.
1'11J USE OF SLIPS - This marina will be restricted to pleasure boats exclusively and living aboard
will not be -permitted.
12. RIGHT TO QUESTION STRANGERS - Marina Management may ascertain that strangers aboard yachts
are authorized by owner to be aboard.
13. BOAT SECURITY
A. All boats shall be secured in their berths in an acceptable manner or Marina Personnel
shall adequately secure boat and assess a service fee and,charge for materials used.
B. All reasonable precautions will be taken by the management to ensure safety of Tenant's
property. However, C.R.C. assumes no responsibility for the safety of any vessel docked
in the Marina and will not be liable for fire, theft, or damage to said vessel, its
equipment, or any property in or on said vessel, however arising.
C. There is no warranty of any kind as to the condition of the floats, walks, gangways, ramps
or mooring gear, nor shall California Recreation Co. be responsible therefor or for
injuries to persons or property occurring.thereon or for any other reason, whether herein
specifically stated or not.
14. COMMUNICATIONS AND REQUESTS FOR SERVICE may be directed to the Marina Center Office at 1137
Bayside-5r—ive, Newport Beach, CA 9= (714/675-8011).
15. DOCKMASTER at Marina Center Office is available to assist Licensees on dock or maintenance needs.
16. MONTHLY RENTAL RATE is specified in your 'Boat Mooring Agreement and is determined by mooring
space or boat length, whichever is greater, as well as the marina involved.
17. RENTS ARE DUE IN ADVANCE - Payable by the lst of the month. A boat is subject to impound if
the account is delinq t by 30 days. Customer shall be liable for any cost of impounding
and collection of account.
18. SALE OF BOAT - Slips are rented to the individual, not to the boat. When a Licensee sells or
transfers his interest in the boat, he may continue renting the slip if he obtains another
boat of appropriate size within 90 days.
19. TERMINATION NOTICE - Agreement may be terminated by Company or by Licensee upon 30 days'
written noFi—ceFailure by Licensee to -give said notice will result in forfeit of Security
Deposit.