HomeMy WebLinkAbout105-2717May 1, 1989
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Mr. Tony Melum, Tidelands Administrator
City of Newport Beach
Marine Department
3300 Newport Blvd.
Newport Beach, CA 92663
Re: Harbor Permit #105-2717
Dear Mr. Melum,
Pursuant to my son's recent telephone conversation with you, I would like to
reiterate his position and go on record as opposing the construction of a pier
by our next door neighbors.
It is apparent that any protrusion out into the bay at this particular location
would be a direct extension of their deck area. The area is not suitable as
a dock because of the high degree of water surge thereby making the pier
only useful as a deck area, not a boat dock. The construction of additional
deck area would extend past the already agreed upon "deck string line" as
negotiated with the Coastal Commission and would infringe on the spirit
of our original agreement.
Additionally, construction of a pier in this area could also cause a deterioration
and ecological decay of the tidepool cave in the rocks from where the pier
is to protrude. Again this would be in direct conflict with the agreement
previously made with the Coastal Commission.
Thank you for your consideration. We stand opposed to this project.
SincQ4y,Fredmson, Home Owner
2727 Shell Street
Corona del Mar, CA 92625
August 14, 1989
TO:
FROM:
SUBJECT:
Agenda Item No. F-16 (a)
CITY OF NEWPORT BEACH
Marine Department
MAYOR AND CITY COUNCIL
Marine Department
HARBOR PERMIT APPLICATION 105-2717 BY ERIC
SCHROEDER AND JAMES BEAUCHAMP TO CONSTRUCT
JOINT DOCKS BAYWARD OF 2717 AND 2719 SHELL STREET
RecoMmgadgtion.L
If desired, approve the application subject to the following
conditions:
1. Approval of California Coastal Commission
2. Approval of Army Corps of Engineers
3. Approval of plans and specifications by City Public
Works Department.
4. Approval of the Orange County Harbor Department
2i cu�sion:
This application is before the City Council as required by Section
23.T. of the Harbor Permit Policies, which states:
"U.S. Bulkhead Station No. 104 to No. 106.... Piers shall be
subject to special permits approved by the City Council".
In the past there was one residence on lots 5 and 6. The records
of the Marine Department indicate that in the early 1960s there
was a pier and float bayward of the subject property. Over the
years it was removed by previous owners or was washed away. Lots
5 and 6 have recently been subdivided and there is now a residence
on each lot. The property owners would like to build adjoining
piers from each of the properties, but for engineering
considerations, they must be attached to give each adequate
strength. Therefore, the piers originate from each lot (Lots 5
and 6), but then are joined as they go bayward. For that reason
it is requested that the piers be allowed as a joint permit rather
than as individual permits
The property owners have elected to build piers only, with no
attached floats because of the surge in the particular location.
The dimensions of the pier and pier platform conform to the City's
Standard Drawings. There are no current guidelines regarding the
allowable bayward distance of the piers; however, they have been
approved in the past in approximately the same location. It does
not appear that the proposed location will present a hazard to
navigation. The Marine Department has asked that the plan be
reviewed by the Orange County Sheriff's Harbor Department prior to
permit approval to assure that navigational hazards will not
develop.
Tony Melum
Tidelands Administrator
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page 1
CITY OF NEWPORT BEACH
Marine Department
November 27, 1989
TO: MAYOR AND CITY COUNCIL
FROM: Tideland Affairs Committee
SUBJECT: HARBOR PERMIT APPLICATION 105-2717 BY ERIC
SCHROEDER AND JAMES BEAUCHAMP TO CONSTRUCT
JOINT PIERS BAYWARD OF 2717 AND 2719 SHELL
STREET
Recommendation:
If desired, -deny the above application.
Background:
This application was originally before the City Council on August
140, 1989 with a recommendation from Staff for approval subject to
the conditions listed in the Staff Report. At that time the
application was pulled by the City Council and referred to the
Tideland Affairs Committee for review and report back, relative to
whether or not a structure could be adequately engineered for this
location and if, once built, it would affect sand transfer in the
area.
A copy of the application was sent to John Wolters at the City's
Public Works Department for review and comment on the Council's
concerns. Mr. Wolters made the following observations:
"1. Debris from a damaged pier could present a hazard to
adjoining properties. The applicant must retain an engineering firm
with enough ocean structure experience to design an adequate
structure .(ie., Moffat and Nichols, Simons and Lee and Associates_,)
to withstand forces from anticipated wave action.
2. A pile supported -pier -similar to the one in the
applicants' sketch will not present a problem with sand transfer
at this location. If a solid concrete groin wall or rock structure
is proposed, the design must consider impact on sand transfer in
this area."
Based on concerns from adjacent property owners, the Tideland
Affairs Committee met on site with applicant Jim Beauchamp, his
contractor and engineer, and the adjoining property owner. At that
page 2
meeting it was observed that at this particular location there are
five properties that front the bay. Of those five, in the past
three have had piers and floats bayward of their -residence. At
this time none of the piers and floats exist. They have either
been removed by the property owner or have been destroyed by the
surge in this bay location.
It was also noted that the location of the proposed pier would be
in between two protected swimming areas. It would be approximately
150 from the swimming area to the immediate north and about 160
feet from the protected swimming area to the south. When the
swimming lines are up in these areas, according to the Municipal
Code, ".....no person shall operate, drive, navigate, use or
possess within, or take, drive propel or permit to drift into a
protected swimming area any boat, vessel, surfboard, skimmer board,
ski, paddleboard, canoe or similar object made entirely or
partially of wood, metal, glass, hard -plastic or any other hard
substance....".
The Marine Department places the swimming lines about the first of
April and typically removes them at the end of September. However,
in the past there has been some thought that in this area, because
of year round activity on these beaches, that the swimming lines
might be left in place year round.
It was also noted by the committee that the design of the structure
was for piers only and there was no floating portion of a dock.
This would mean that vessel use of the piers would be limited to
times when the tide could accomodate the loading and unloading of
vessels and when the surge would not preclude the use of vessels
at the dock.
As a result of input from the Public Works Department, inspections
at the site and discussions with applicants and adjoining property
owners, the Tideland Affairs Committee has concluded.that:
1. The area is subject to frequent high energy wave surge.
2. That piers and floats have been damaged and destroyed in
this location in the past.
3. That debris from damaged piers could present a hazard to
adjoining properties.
4. There are no piers and floats -presently existing at any
of the five residences in this location.
5. The location for the proposed structure sandwiches it in
a heavily used and protected beach swimming area.
6. The proposal to build piers only, without floats, would
have limited boating use.
page 3
For the above reasons, the Tideland Affairs Committee is
recommending that the application for piers in the location be
denied.
Tideland Affairs Committee
Jean Watt, Evelyn Hart
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CITY OF NEWPORT ®EACH
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L CALL �� Ntf� April 24, 1989
t ion
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'.ion
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Motion was made to schedule public
hearing on May 8 regarding application
of BARRY AND MARJORIE LOUD FOR USE
PERMIT NO. 3347 on property located at
307 Narcissus Avenue; and receive and
file the remaining actions.
MINUTES
6. Report from the Marine Department
recommending denial of Application No.
105-2717 by Ernest Schroder and Jim
Beauchamp to construct a residential pier
bayward of 2719 and 2717 Shell Street.
The City Clerk advised that a letter was
received this date from the above
applicants requesting the subject
application be removed from the agenda;
and therefore, motion was made to grant
the request.
H. ORDINANCES FOR ADOPTION:
None.
I. CONTINUED BUSINESS:
1. Recycled report dated January 23, 1989
from Parks, Beaches and Recreation
Director concerning CLOSING TIME FOR
OCEAN FRONT BEACHES.
Letter dated November 14, 1988 from
Central Newport Beach Community
Association.
Letter dated December 13, 1988 from West
Newport Association.
Letters dated December 9, 1988, January
15, 1989 and April 16, 1989 from Balboa
Peninsula.Point Association.
Report from Chief of Police.
The City Manager stated that currently
Corona del Mar Beach is closed at 10:00
p.m., and that the three homeowner
associations on the Peninsula are also
requesting a 10:00 p.m. closure.
It was further noted that the Parks,
Beaches and Recreation Commission are
recommending that the Council retain the
12:00 Midnight beach closure time;
request the Police Department to
j U/P 3347
Harbor
Permit
Apli No.
105-2717
(51)
PB&R/Ocean
Front Bchs
Closing
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Brion S. Jeannette & Associates
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Architects Planners
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470 Old'Newpoirt Blvd. 714-645-5854
NEWPORT BEACH, CA 92663
e7 A.
CITY OF NEWPORT BEACH
Marine Department
September 12, 1990
TO: CITY MANAGER
FROM: Marine Director`
SUBJECT: STATUS REPORT REFERENCE SCHROEDER/BEAUCHAMP,
HARBOR PERMIT
The Tideland Affairs Committee reviewed the August 14, 1989 Harbor
Permit Application , and made a recomrn�:�dation to the . Council in a
report on November''27, 1989 to deny the application.
Mr. Beauchamp and Mr. Schroeder sent a letter to the City Council
dated November 22, requesting that the item be removed' from the
November 27th, 1989 agenda until such time as they have completed
further engineering design and work. The Council approved, by
motion, their request.
David Harshbarger
Attachment
CITY OF NEWPORT BEACH
Marine Department
September 12, 1990
TO: CITY MANAGER
FROM: Marine Director
SUBJECT: STATUS REPORT REFERENCE SCHROEDER/BEAUCHAMP,
HARBOR PERMIT
The Tideland Affairs Committee reviewed the August 14, 1989 Harbor
-,,;Permit Application and made a recommendation to the -Council in a
report on November 27, 1989 to deny the application.
Mr. Beauchamp and Mr. Schroeder -sent a letter to the City Council
dated November 22, requesting that the item be removed from the
November 27th, 1989 agenda until such time as they have completed
further engineering design and work. The Council approved, by
motion, their request.
David Harshbarger
Attachment
CITY OF NEWPORT BEACH
OFFICE OF THE CITY MANAGER
August 15, 1989
TO: DAVE HARSHBARGER
FROM: City Manager
SUBJECT: APPLICATION FOR HARBOR PERMIT
On August 14th the City Council referred the attached
application for harbor permit to the Tidelands Affairs Committee.
They requested the Tidelands Affairs Committee to review this
application in light.of.structural needs and the necessity of
some sand by-pass. The Tidelands Affairs Committee is then to
submit their recommendations to the City Council for placement
on the evening agenda.
�j
ROBERT L.'WYNN
RLW-.kf
4-�
Agenda Item No. F-16 (a)
CITY OF NEWPORT BEACH y/LIIn
Marine Department°
August 14, 1989 F
TO: MAYOR AND CITY COUNCIL
FROM: Marine Department
SUBJECT: HARBOR PERMIT APPLICATION 105-2717 BY ERIC„�
SCHROEDER AND JAMES BEAUCHAMP TO CONSTRUCT
JOINT DOCKS BAYWARD OF 2717 AND 2719 SHELL STREET T�
RecommendAt 2
If desired, approve the application subject to the following
conditions:
1. Approval of California Coastal Commission
2. Approval of Army Corps of Engineers
3. Approval of plans and specifications by City Public
Works Department.
4. Approval of the Orange County Harbor Department
giseusion:
This application is before the City Council as required by Section
23.T. of the Harbor Permit Policies, which states:
"U.S. Bulkhead Station No. 104 to No. 106.... Piers shall be
subject to special permits approved by the City Council".
In the past there was one residence on lots 5 and 6. The records
of the Marine Department indicate that in the early 1960s there
was a pier and float bayward of the subject property. Over the
years it was removed by previous owners or was washed away. Lots
5 and 6 have recently been subdivided and there is now a residence
on each lot. The property owners would like to build adjoining
piers from each of the properties, but for engineering
considerations, they must be attached to give each adequate
strength. Therefore, the piers originate from each lot (Lots 5
and 6), but then are joined as they go bayward. For that reason
it is requested that the piers be allowed as a joint permit rather
than as individual permits.
The property owners have elected to build piers only, with no
attached floats because of the surge in the particular location.
The dimensions of the pier and pier platform conform to the City's
Standard Drawings. There are no current guidelines regarding the
allowable bayward distance of the piers; however, they have been
approved in the past in approximately the same location. It does
not appear that the proposed location will present a hazard to
navigation. The Marine Department has asked that the plan be
reviewed by the Orange County Sheriff's Harbor Department prior to
permit approval to assure that navigational hazards will not
develop.
Tony Melum
Tidelands Administrator
4/21/89
TO: City Clerk, Mayor and City Council
We request that Agenda Item F.16.c. concerning Harbor
Permit Application 105-2717 by Earnest Schroder and Jim Beauchamp
be removed from the City Council Agenda for the April 24, 1989
Council meeting.
l
✓0SAa z-Zl
Agenda Items #F.16.(c)
CITY OF NEWPORT BEACH
Marine Department
April 24, 1989
TO: MAYOR AND CITY COUNCIL
FROM: Marine Department
SUBJECT: HARBOR PERMIT APPLICATION 105-2717 BY
ERNEST SCHRODER AND JIM BEAUCHAMP TO
CONSTRUCT A RESIDENTIAL PIER BAYWARD OF
2717 AND 2719 SHELL STREET, NEWPORT BEACH
Recommendation:
If desired, deny the application.
Discussion:
This application is before the City Council as required by Section
5 B. and 23.T. of the Harbor Permit Policies, which state:
5.B."Prior approval of the City Council will be required
before the Marine Deprtment may issue any permit that does not
conform to standard drawings and the adopted Harbor Permit
Policies."
23.T "U.S. Bulkhead Sta. No. 104_to No. 106. Piers shall be
subject to special permits approved by the City Council."
The Marine Department is recommending denial of the above
application for the following reasons:
1. The dimensions of the pier are not in conformance with
the City's Standard Dimensions for piers bayward of residences.
The standard dimensions would permit a walkway with a
maximum width of four feet. The applicants are proposing a
walkway of eight feet. The widened portion of the pier is
permitted by City standards at a maximum 12' x 14' for a joint
pier. The applicants propose a 12' x 50 widened portion.
2. The proposed pier appears to be an extension of the
residence, rather than an appurtenance for use in boating and
water recreation. In the past the City Council has resisted
approving structures bayward of residences which are, in effect, a
residential use of the waters of the harbor, rather than a use
consistent with boating and recreation. Because the pier has no
floating portion it would not move up and down with the tide, and
based on tidal changes it could be a maximum of 13 feet from the
water, to a minimum of 6 feet. This would appear to make its use
for boating very limited. This, coupled with the dimensions,
would suggest that the pier is a pile supported patio deck and
observation platform, rather than a boating pier.
Tony Xelum
Tidelands Administrator
BRION S. JEANNETTF
& ASSOCIATES, INC.
470 Old Newport Blvd.
NEWPORT BEACH, CALIFORNIA 92663
(714) 645-5854 TO -MAP
`
IL[EUTEG �F MUSEDUUM
DATE A - "t)
JOB NO. 540s0:7.74;
ATTENTION TON. MCI,-W
RE:
&�iCH
WE ARE SENDING YOU Attached ❑ Under separate cover via Q It Y the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
Vopy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
Approved as submitted
❑
For your use
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Approved as noted
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As requested
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Returned for corrections
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For review and comment
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FOR BIDS DUE
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REMARKS
❑ Resubmit copies for approval
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COPY TO F'
SIGNED:
PRODUCT 240.2 ees Inc., Gmron, Mass, 01471. If enclosures are not as noted, kindly notify
once.
4 0
° BRION S. JEANNET',
& ASSOCIATES, INC.
470 Old Newport Blvd.
NEWPORT BEACH,. CALIFORNIA 92663
(714) 645-5854
TO
_ 'ije"-i G IA)ORK S
FUEUTELm OF TURSEO TU
DATE JOB NO.
L-2-4-� j
ATTENTION
RE:
2� (7 S, rL.L Si
WE ARE SENDING YOU Attached ❑ Under separate cover via MFSsF-'/�1G�' the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
/ CD P`°r WAyr
4` THESE ARE TRANSMITTED as checked
below:
❑
For approval
❑ Approved as submitted
❑
For your use
❑ Approved as noted
❑
As requested
❑ Returned for corrections
❑
For review and comment
i]
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FOR BIDS DUE
19
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
,r -- - -
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SimoNs, ssOdATEs® INC.
3901 WESTERLY PLACE
SUITE 101
NEW PORT BEACH, CALIFORNIA 92660
February 19, 1988
-Mr. Brian S. Jeannette
Brian S. Jeannette & Associates, Inc.
470 Old Newport Blvd.
Newport Beach, CA 92663
TELEPHONE (714) 476-2150
Subject: Wave Protection Analysis for 2717 Shell Street
Dear Mr. Jeannette:
My s',aff has reviewed the proms construction at 2717 Shell Street.
You are undoubtedly familiar with the wave runup approach to estimating
the potential damage to coastal property. This approach starts with the
maximum expected still water depth adjacent to the property. The
largest wave that can reach the site, in this case, has an amplitude
approximately equal to the water depth according to our calculations.
The wave runup is the height above still water level at which the wave
energy is conpletely dissipated. This assumes, of course, that there is
a 11physical structure long enough to convey the wave this high. For
example if the theoretical wave runup is 40 feet and the structure is
only 30 feet high, some water wil_ continue to travel over the top of
the structure but this part of the wave has substantially less energy
than the base of the wave. Therefore protective structures can be built
lower than the maximum theoretical wave runup and still dissipate the
wave energy to a non -damaging level.
The.maximzn theoretical wave runup height for the sight in question is
computed as follows: Start with the 100-year significant deep -water
ocean wave height of 20 feet. Assume the wave direction is parallel to
the Newport Harbor entrance channel. The wave travels through the
harbor entrance and as it nears the site its direction turns
approximately 700 to the east and travels on a bottom slope of
approximately 0.05. Refraction dissipates some of the waves energy and
reduces the wave height by about 60%. The shoaling effect of the bottom
slope increases the wave height by 25% however. The net effect is an
unbroken wave of height about 10 feet. Under extreme conditions the
still water depth can be 10 feet. at this location. (This assumes high
tide of; 8 feet M T-W and a storm surge of 2 feet on top of that. The
foot of the site is about 0 feet ° elevation MIT-W) . Under less extreme,
conditions this wave would have already broken before it reached the
site. The site - is fronted by a rough rock formation that has an
average slope of approximately 700. The wave runup height corrected for
Fort Collins, CO v Deilvef, CO 0 Colorado SPrinds, CO ® Cheyonne, WY 0 Tucson, AZ_ 0 Phoenix, AZ
J�®r
roughness is approximately 18 feet above the still water level.
Therefore, the wave runup elevation that can be expected for a 100-year
significant wave occurring at the site with an 8 foot tide and a 2 foot
storm surge is approximately 28 feet MLLW. The rock formation tops out
at about 15 feet above MLT-W and the proposed house has a 40 foot setback
from the edge of the rock escarpment.
The difference between this proposed house and the neighbor's to the
Northwest (2701 Shell St.) is that the finish floor is approximately 5
feet higher and the setback is about 30 feet more than the 1983
condition when significant damage was sustained by the neighbor. The
concern about increasing protection from wave damage for this site is
not as well justified as it was for 2701 Shell Street.
Before protection measures are designed, the appropriate design wave
must be used. The extreme case above assumes a 100-year wave, an
approximate 100 year tide and a major storm with a south wind occurring
simultaneously. This has a combined probability of less than 0.0001 or
a recurrence interval of about once in 10,000 years. A more appropriate
design condition for a residential structure is to use the mean higher
high water of 5.5 MLLW and a storm surge of 2 feet. The water depth for
this case is approximately 7.5, feet thus the maximum unbroken wave
would have a height of about 7.5 feet at the site. our calcula'-dons
show a wave runup height of about 12.5 feet. Thus the wave runup
elevation for this case is about 20 feet above MLLW. This is about 5
feet above the finish floor of the proposed house. The top of railing
around the patio, however, has been designed at an elevation of 18 feet
MLT-W. The additional 2 feet of overtopping from this design wave
represents a relatively small volume of water and the design setback of
40 feet should be adequate to minimize the chance of direct wave impact.
Our design recommendations are as follows: Construct the patio railing
to an elevation of about 18 feet MLI W. The railing should be solidly
constructed and tied into the patio. If the open area of the railing
is about 30% to 60% it will significantly dissipate any waves that
impact it. If the railing was curved in the seaward direction, it would
help to direct a wave away from the structure. The orientation of the
railing should be approximately perpendicular to the wave motion. The
first floor windows should be designed to withstand wind driven ocean
spray. Water proof door and window casements should be used for the
first floor. Finally the patio should be designed with adequate
drainage so that if a wave does reach it, the water will drain off
before a second wave comes.
Sincer ly yours,
Huh M.irg Li, Ph.
President
1ZM;i=VM I ° �.
D., P.E.
Agenda Item No. F.16
page 1
CITY OF NEWPORT BEACH
Marine Department
November 27, 1989
TO: MAYOR AND CITY COUNCIL.
FROM: Tideland Affairs Committee
SUBJECT: HARBOR PERMIT APPLICATION 105-2717 BY ERIC
SCHROEDER AND JAMES BEAUCHAMP TO CONSTRUCT
JOINT PIERS BAYWARD OF 2717 AND 2719 SHELL
STREET
Recommendation:
If desired, deny the above application.
Backaround:
This application was originally before the City Council on August
141? 1989 with a recommendation from Staff for approval subject to
the conditions listed in the Staff. Report. At that time the
application was pulled by the City Council and referred to the
Tideland Affairs Committee for review and report back, relative to
whether or not a structure could be adequately engineered for this
location and if, once built, it would affect sand transfer .in the
area.
A copy of the application was sent to John Wolters at the City's
Public Works Department for review and comment on the Council's
concerns. Mr. Wolters made the following observations:
"1. Debris from a damaged pier could present a hazard to
adjoining properties. The applicant must retain an engineering firm
with enough ocean structure experience to design an adequate
structure (eg., Moffat and Nichols, Simons and Lee and. Associates,)
to withstand forces from anticipated wave action.
2. A pile supported pier similar' to the one in the
applicants' sketch will not present a problem with sand transfer
at this location. If a solid concrete groin wall or rock structure
is proposed, the design must consider impact on sand transfer in
this area."
Based on concerns from adjacent property owners, the Tideland
Affairs Committee met on site with applicant Jim Beauchamp, his
contractor and engineer, and the adjoining property owner. At that
page 2
meeting it was observed that at this particular location there are
five properties that front the bay. Of those five, in the past
three have had piers and floats bayward of their residence. At
this time none of the piers and floats exist. .They have either
been removed by the property owner.or have been destroyed by the
surge in this bay location.
It was also noted that the location of the proposed pier would be
in between two protected swimming areas. It would be approximately
150 from the swimming area to the immediate north and about 160
feet from the protected swimming area to the south. When the
swimming lines are up in these areas, according to the Municipal
Code, ".....no person shall operate, drive, navigate, use or
possess within, or take, drive propel or permit to drift into a
protected swimming area any boat, vessel, surfboard, skimmer board,
ski, paddleboard, canoe or similar object made entirely or
partially of wood, metal, glass, hard plastic or any other. hard
substance....".
The Marine Department places the swimming lines about the first of
April and typically removes them at the end of September. However,
in the past there has been some thought that"in this area, because
of year round activity on these beaches, that the swimming lines
might be left in place year round.
It was also noted by the committee that the design of the structure
was for piers only and there was no floating portion of a dock.
This would mean that vessel use of the piers would be limited to
times when the tide could accomodate the loading and unloading of
vessels and when the surge would not preclude the use of vessels
at the dock.
As a result of input from the Public Works Department, inspections
at the site and discussions with applicants ano,adjoining property
owners, the Tideland Affairs Committee has concluded that:
1. The area is subject to frequent high energy wave surge.
2. That piers .and floats have been damaged and destroyed in
this location in the past.
3. That debris from damaged piers could present a hazard to
adjoining properties.
4. There are no piers and floats presently existing at any
of the five residences in this location.
5. The location for the proposed structure sandwiches it in
a heavily used and protected beach swimming area.
Page 3
6. The proposal to build piers only, without floats, would
have limited boating use.
For the above reasons, the Tideland Affairs Committee is
recommending that the application for piers in the location be
denied.
Tideland Affairs Committee
Jean Watt
Evelyn Hart
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�---- NOV-22-'89 WED 15:50 ID:THE SCHROEDER CO. TEL NO:714-6752189
#164 P02
Ernest W. Schroeder
7 Hillsborough
Newport Beach, California 92660
November 22, 1989
city council
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92638
Re: 2717 and 2719 Shell Street,
L:orona dal Mai•, CA
Boat conk Application
Dear council Members:
I was notified today by Tony Nolen at the Marine Department that
the tidelands report has just been completed, and a public
hearing set up for November 27, 1989. Mr. Beauchamp is having
additional engineering and design work done for the site, and
would like to request the rescheduling of this mutter until the
engineer has completed his report and design.
Please remove the Boat Dock application from your calendar. We
will notify the city offices when this information is in our
hands to set up a now date for the hearing.
Thank you for your help.
gin r y yours,
E at W. chroeder
EWS.ss
NOV-22-189 WED 15:50 ID:TH= SCHROEDER CO. TEL NO:714-6752189 #164 P01 t
SCEW)EDER
COMZANY
iNv&V7 ENE SAND ASSET MANAMMU4T 2411 E. Coast Highway, Sulu 300
Corn del Mar, Wfomin 92625
(714) 675.4900
FAX NUMHRR . (714) 673-2189
FAX TRANBXXTTAL COVZIEiR 6H1±ET
Date 11-22-89 TiMs — 3:45 FM
ATTENTION CITY CLERK
COMPANYCITY OF NEWPORT BEACH
FAX NtA BER (71j 644- 3 34
FROX,,._ ENEST W'. SCHROEDER AND JAMES BEAUCHAMP
Total pages including cover Shoat 2
Attached, is a letter requesting our Boat Dock
COMMENTS s=
application hearing be postponed until we get
additional info=ation for the City Council.
IF YOU DO NOT RECEIVE ALL OF YOUR PAGES, PLEASE CALL AS SOON AS
POSSIBLE (714) 675-4900
DATE: September 11, 1989
TO: Tony Melum
Marine Department
FROM: John Wolter
Public Works Department
SUBJECT: Harbor Permit Application 105-2717
(Joint Pier Bayward of 2717 and 2719 Shell Street)
I have reviewed the location for the proposed joint pier and have the following
comments and suggestions:
1. Debris from a damaged pier could present a hazard to the applicants
and adjoining properties. The applicant must retain an Engineering
Firm experienced in Ocean Structure Design (i.e., Moffat and Nichols
Engineering, Simons Li and Associates) to design the pier to
withstand forces from anticipated wave run up.
2. A pile supported pier similar to the one in the applicant's sketch
will not present a problem with sand transfer at this location. If a
solid concrete groin wall or rock structure is proposed, the design
must consider impact on sand transfer in this area.
ohn S. Wolter
Cooperative Projects Engineer
JSW:ljp
MEMO-9.1
y-,
CITY OF NEWPORT BEACH
Marine Department
August 30, 1989
TO: JOHN WOLTERS, PUBLIC WORKS DEPARTMENT
FROM: Maine Department
SUBJECT: HARBOR PERMIT APPLICATION 105-2717 TO CONSTRUCT
A JOINT PIER BAYWARD OF 2717 AND 2719 SHELL STREET
On August 14, 1989, the Marine Department transmitted the above
application to the City Council for approval of the above pier with
conditions. A ,cgpy of that applications is attached for your
information.
The item was pulled by Councilman Sansone and referred to the
Tidelands Affairs Committee for review and report back, relative
to two concerns. The first concern was if the structure could or
would be properly engineered in this unique location to withstand
anticipated wave run up. The second consideration was if the
proposed structure would have any influence on the problms of sand
transfer in this particular location, as it affected Carnation
Cove
Also attached for your information is a copy of a wave protection
analysis done for �he property prior to the construction of the two
homes.
My question is: How shall we advise the applicant as to what steps
he needs to take so that he can have plans and engineering
submitted for review by the Public Works Department and the
Building Department that can address the above concerns.
At your convenience please give me your suggestions on how I can
advise the applicants to proceed.
Tony Me um
Tidelands Adminis rator
faUG—. 1 i —Sa THU 1 1 . 0S .TEANNE7TE �PW.0S
a• .
SiNIONS, Li & AssOCiATE5, INC.
3901 WESTERLY PLACE TELEPhiONE (7.14) 476•2150
SUITE 101
NEWPORT BEACH, CALIFORNIA 92060
Febmuxy 19, 1988
Mr. rwion S. Jeannette
Brian S. Jeimette & Associates, Inc.
470 Old NMA)ort Blvd.
NewpcAt Beach, CA 92663
Subje.+-: Wave Protection Analysis for 2717 Shell street
Dear Mr. Jeannette:
My staff has reviewed the proposed construction at 2717 Shell Street.
You ate undoubtedly familiar with the wave runup approach to estimating
the p�tential damage to coastal property. This approach starts with the
maxir>,n expected still water depth adjacent to the property. The
largest wave that can reach the site, in this case, has an amplitude
approximately equal, to the water depth according to our calculations.
The gave runup is the height above still water Level at which the wave
enerV/ is caTletely dissipated. 'This assumes, of oourse,'that there is
a physical structure long enough to oonvey the wave this high. For
exanT,J.e if the theoretical wave runup is 40 feet and the structure is
only w feet high, some water will continue to travel over the top of
the ,structure but this part of the wave has substantially less energy
than the base of the wave. 'Therefore protective structures can be built
lower than the maximum theoretical wave runup and still dissipate the
wave taiergy to a non -damaging level.
The r3,mim m theoretical wave runup height for the sight in question is
caqput.ed as follows: Start with the 100-year significant deep -water
ocean wave height of 20 feet. Assume the wave direction is parallel, to
the xfewport Harbor entrance. channel. The wave travels through the
harbcw entrance and as it nears the site its direction turns
apprimately 70 to the east and travels on a bottom slope of
approlicimately 0.05. Refraction dissipates some of the waves energy and
reduo s the wave height by about 60%. The shoaling effect of the bottom
slope increases the wave height by 25% however. The net effect is an
unbro4mn wave of height about 10 feet. Under extreme conditions the
still water depth can be 10 feet at this location. ('This assumes high
tide of 8 feet MLIW and a storm surge of 2 feet on top of that. The
foot of the site is about 0 feet elevation MLLW). Under less extreme,
conditions this wave would have already broken before it reached the
site. The site is fronted by a rough rock formation that has an
average slope of approximately 700. The wave runup height corrected for
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ra4mess is approximately 18 feet above the still water -level.
Therefore, the wave runup elevation that can be expected for a 100-year
significant wave occurring at the site with an 8 foot tide and a 2 foot
storm surge is approximately 28 feet MLLW. The rock formation tops out
at about 15 feet above MUW and the proposed house has a 40 foot setback
foam the edge of the rock escaxgrent.
The difference between this proposed house and the neighbor's to the
Northwest (2701. Shell St.) is that the finish floor is approximately 5
feet higher and the setback is about 30 feet more than the 1983
condition when significant damage was sustained by the neighbor. The
concern about increasing protection from wave damage for this site is
not as well justified as it was for 2701 Shell Street.
Before protection measures are designed, the appropriate design wave
must be used. The extreme case above assumess a 100-year wave, an
approximate 100-year tide and a major storm with a south wind oocn=ing
simultaneously. This has a combined probability of less than 0.0001 or
a recurrence interval of about once,,iq,10, 000 years. A more appropriate
design condition for a residential structure is to use the mean higher
high water of 5.5 MLLW and a storm surge of 2 feet. The water depth for
this case is approximately 7.5, feet thus the maxim m unbroken wave
would have a height of about 7.5 feet at the site.: Our calculations
show a wave runup height of about 12.5 feet. : nius the wave runup
elevation for this case is about 20 feet above MEIN. Miis is about 5
feet above the finish floor of the proposed house: The top of railing
around the patio, however; has been designed at an elevation of 18 feet
MLLW. The additional 2 feet of overtopping from this design wave
represents a relatively small volume of water and the design setback of
40 feet should be adequate to minimize the chance of direct wave impact.
Our design xeoam *x)dations are as follows: Construct the patio railing
to an elevation of about 18 feet MI1W. , The railing should be solidly
constructed and tied into -the patio. If the open area of the railing
is about 30% to 60% it will significantly dissipate any waves that
impact it. if the railing was curved in the seaward direction., it uVuld
help to direct a wave away from.the structure. The orientation of the
railing should be appraximately perpendicular to the wave motion. The
first floor windows should be designed to withstand wind driven ocean
spray. Water proof door and window tents should be used for the
first floor. Finally the patio should be designed with adequate
drainage so that if a wave does reach it, the water will drain off
before a second wave dies.
S,7
' y yours,
00
� S E.
or n- Ph. D. , P.E. •J '
President .:�;••
Ui., SYL ;
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TO: MAYOR AND CITY COUNCIL
FROM: Marine Department.
SUBJECT: HARBOR PERMIT APPLICATION 105-2717 BY ERIC
SCHROEDER AND JAMES BEAUCHAMP TO CONSTRUCT
JOINT DOCKS BAYWARD OF, 2717 AND 2719 SHEJLL STREET
Recommendation:
If desired, approve the application subject to the following
conditions:
1. Approval of California Coastal Commission
2. Approval of Army Corps of Engineers
3. Approval of plans and specifications by City Public
Works Department.
4. Approval of the Orange County Harbor Department
This application is before the City Council as required by Section
23.T. of the Harbor.Permit Policies, which states:
"U.S. Bulkhead Station No. 104 to No. 106.... Piers shall be
subject to special permits approved by the City -Council".
In the past there was one residence on lots 5 and 6. The records
of the Marine Department indicate that in the early 1960s there
was a pier and float bayward of the subject property. Over the
years it was removed by previous owners or was washed away. Lots
5 and 6 have recently been subdivided and there is now a residence
on each lot. The property owners would like to build adjoining
piers from each of the properties, but for engineering
considerations, they must be attached to give each adequate
strength. Therefore> the piers originate from each lot (Lots 5
and 6), but then are joined as they go bayward. For that reason
it is requested that the piers be allowed as a joint permit rather
than as individual permits.
The property owners have elected to build piers only, with no
,attached floats because of the surge in the particular location.
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CITY OF NEWPORT BEACH
OFFICE OF THE CITY' MANAGER
August 15, 1989
TO: GAVE HARSHBARGER
FROM: City. Manager
SUBJECT: APPLICATION FOR HARBOR PERMIT
On August 14th the City Council referred the attached
application for harbor permit to the Tidelands Affairs Committee.
They requested the Tidelands Affairs Committee to review this
application in light of structural needs and the necessity of
some sand by-pass. The Tidelands Affairs Committee is then to
submit their recommendations to the City Council for placement
on the evening agenda.
ROBERT L.�WYNN
RLW: kf
0
August 14, 1989
TO:
Agenda Item No. F-16 (a)
CITY OF NEWPORT BEACH,
Marine Department
MAYOR AND CITY COUNCIL
FROM: Marine Department
SUBJECT HARBOR PERMIT APPLICATION 105-2717 BY ERIC
SCHROEDER AND JAMES BEAUCHAMP TO CONSTRUCT
JOINT DOCKS BAYWARD OF 2717 AND 2719 SHELL STREET
Recommenced
If desired, approve the application subject to the following
conditions:
1...Approval of California Coastal Commission
.2. Approval of Army Corps of Engineers
3. Approval of plans and specifications by City Public
Works Department.
4. Approval of the Orange County Harbor Department
Discussion:
This application is before the City Council as required by Section
23.T. of the Harbor Permit Policies, which states:
"U.S. Bulkhead Station No. 104 to No. 106.... Piers shall be
subject to special permits approved by the City Council".
In the past there was one residence on lots 5 and 6. The records
of the Marine Department indicate that in the early 1960s there
was a pier and float bayward of the subject property. Over the
years it was removed by previous owners or was washed away. Lots
5 and 6 have recently been subdivided and there is now a residence
on each lot. The property owners would like to build adjoining
piers from each of the properties, but for engineering
considerations, they must be attached to give each adequate
strength. Therefore, the piers originate from each lot (Lots 5
~` and 6), but then are joined as they go bayward. For that reason
it is requested that the piers be allowed as a joint permit rather`
than as individual permits.
The property owners have elected to build piers only, with no
attached floats because of 'the surge in the particular location.
I
The dimensions of the pier and pier platform conform to the City's
(� Standard Drawings. There are no current guidelines regarding the
`\ allowable bayward distance of the piers; however, they have been
approved in the past in approximately the same location. It does
not appear that the proposed location will present a hazard to
navigation. The Marine Department has asked that the plan be
reviewed by the Orange County Sheriff's Harbor Department prior to
permit approval to assure that navigational hazards will not
develop.
Tony Melum
Tidelands Administrator
.h.
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4/21/89
TO: City Clerk, Mayor and City Council
We request that Agenda Item F.16.c. concerning Harbor
Permit Application 105-2717 by Earnest Schroder and Jim Beauchamp
be removed from the City Council Agenda for the April 24, 1989
Council meeting.
AfTER AGENDA
PRINTED` RECEIVED
APR 24 1989
C"«M
pw
4/21/89
TO: City Clerk, Mayor and City Council
We request that Agenda Item F.16.c. concerning Harbor
Permit Application 105-2717 by Earnest Schroder and Jim Beauchamp
be removed from the City Council Agenda for the April 24, 1989
Council meeting.
� G
Cl 7-Kam- N"Paer 6c,
b to Q of
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—GOA
Wifir /Syrr VICIIVITy SKETCH Cwsr
Nswp*Rr DAY, CALIFORNIA
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V,T
STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor
CALIFORNIA COASTAL COMMISSION
SOUTH COAST AREA January 7, 1988:JSL/do
245 WEST BROADWAY, SUITE 380� T .,
LONG BEACH, CA 90802 '
(213) 5W5071
COASTAL DEVELOPMENT PERMIT NO. 5-86-613
Page 1 of 3
On November 13, 1986 the California Coastal Commission granted to
Ernest Schroeder
this permit for the development described below, subject to the attached
Standard and Special Conditions.
DESCRIPTION AND SITE:
Construction of a 4,558 square -foot single family residence with six
subterranean parking spaces and rock revetment on two vacant lots.
Site: Lots 6 and 13 at 2717 Shell Street, China Cove, Corona del Mar,
Orange County.
Issued on behalf of the California Coastal Commission by
PETER DOUGLAS
Executive Director
By: vv v
Coas 1 Program Analyst
IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT
WITH THE SIGNED ACKNOWLEDGEMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE.
ACKNOWLEDGEMENT
The undersigned permittee acknowledges
receipt of this permit and agrees to
abide by all terms and conditions
thereof.
Date Signature of Permittee
5-86-613
Page 2
STANDARD CONDITIONS:
1. Notice of Receipt and Acknowledgement. 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. Applicationfor extension of the permit must
be made prior to the expiration date.
3. Compliance. All development must occur in strict compliance with the
proposal as set forth below. Any deviation from the approved plans must
be reviewed and approved by the staff and may require Commission approval.
4. Interpretation. Any questions of intent or interpretation of any
condition will be resolved by the Executive Director or the Commission.
5. Inspections. The Commission staff shall be allowed to inspect the site
and the development during construction, subject to 24�-hour advance notice.
6. 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.
7. .Terms and Conditions Run with the Land. These terms and conditions shall
be perpetual, and it is the intention of the Commission and the permittee
to 'bind all future owners and possessors of the subject property to the
terms and conditions.
SPECIAL CONDITIONS:
1 Applicant's Assumption of 'Risk
Prior to transmittal of permit, the applicant as landowner shall execute
and record a deed restriction, in a form and content acceptable to the
Executive Director, which shall provide (a) that the applicant understands
that the site may be subject to extraordinary hazard from geologic
instability and wave attack and applicant assumes the liability from such
hazards; and (b) that the applicant unconditionally waives any claim of
liability on the part of the Commission and agrees to indemnify and hold
harmless the Commission and its advisors relative to the Commission's
approval of the project for any damage due to natural hazard. The
document shall run with the land, binding all successors and assigns, and
shall be recorded free of prior liens and encumbrances which the Executive
Director determines may affect the interest being conveyed.
r ,
5-86-613
Page 3
2. Deed.Restriction.
a. Prior to transmittal of permit, the applicant as landowner shall
execute and record a deed restriction, in a form and content
acceptable to the Executive Director, that limits the floor area of
the residence to the square footage shown on the revised plans, that
limits the use to one single—family dwelling, and that no development
shall occur bayward of any structures shown on the revised plans.
The document shall run with the land, binding all successors and
assigns, and shall be recorded free of prior liens and encumbrances
which the Executive Director determines may affect the interest being
conveyed.
b. Prior to transmittal of permit, the applicant as landowner shall
execute and record a deed restriction, in a form and content
acceptable to the Executive Director, the dedication as open space,
any lots owned by the applicant located bayward of lots 13 and 6 as
shown on Exhibit 4. The Open Space Easement shall not allow any
development on said. lots and is only intended to insure that all
potential development on said lots is permanently extinguished. The
document shall run with the land, binding all successors and assigns,
and shall be recorded free of prior liens and encumbrances which the
Executive Director determines may affect the interest being conveyed.
3. Construction Plan
Prior to transmittal of permit, the applicant shall submit for the review
and approval by the Executive Director, a schedule of construction and the
methods proposed to implement the construction plan. The plan shall use
the least environmentally damaging methods. The construction -activities
shall not occur on weekends.
4. Revised Plans.
a. Stringline.
Prior to transmittal of permit, the applicant shall submit for the
review and approval of the Executive Director, revised plans which
show that no part of the main residence (the."structure") encroaches
beyond a stringline drawn between the nearest adjacent corners of the
existing "China House" and the residence to the west as shown on
exhibit 3A. A similar stringline shall be drawn for any decks
bayward of the proposed residences except that no part of the deck
shall encroach to or over the intertidal habitat as determined by the
Executive Director.
b. Revetment.
Prior to transmittal of permit the applicant shall submit revised
plans which show no rock revetment as originally proposed.
r
co
STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor
CALIFORNIA COASTAL COMMISSION
SOUTH COAST AREA
245 WEST BROADWAY, SUITE 380 January 6, 1988: JSL/do
LONG BEACH, CA 90802
(213) 590.5071 - .
AMENDMENT to
COASTAL DEVELOPMENT PERMIT NO. --5-86-613A
Page 1 of 4
On April 23, 1987 the California Coastal Commission granted to
Ernest Schroeder
this permit for the development described below, subject to the attached
Standard and Special Conditions.
DESCRIPTION AND SITE:
Construction of a 4,472 square -foot single family residence with rear deck and
six subterraneanparking spaces. Amendment proposes to increase building
height,` reduce square footage of residence and to delete provision in the deck
stringline condition that limits encroachment to or over marine habitat.
Site: Lots 6 and 13 at 2717 Shell Street, China Cove, Corona del Mar,
Orange County.
Issued on behalf of the California Coastal Commission by
PETER DOUGLAS
Executive Director
By:
Coas 1 rogr Analyst
IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT
WITH THE SIGNED ACKNOWLEDGEMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE.
ACKNOWLEDGEMENT
The undersigned permittee acknowledges
receipt of this permit and.agrees to
abide by all terms and conditions
thereof.
Date Signature of Permittee
5-86-613A
Page 2
STANDARD CONDITIONS:
1. Notice of Receipt and Acknowledgement. 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. Compliance. All development must occur in strict compliance with the
proposal as set forth below. Any deviation from the approved plans must
be reviewed and approved by the staff and may require Commission approval.
4. Interpretation. Any questions of intent or interpretation of any
condition will be resolved by the Executive Director or the Commission.
5. Inspections. The Commission staff shall be allowed to inspect the site
and the development during construction, subject to 24--hour advance notice.
6. 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.
7. Terms and Conditions Run with the Land. These terms and conditions shall
be perpetual, and it is the intention of the Commission and the permittee
to bind all future owners and possessors of the subject property to the
terms and conditions.
SPECIAL CONDITIONS: .
1. Applicant's Assumption of Risk
Prior to transmittal of permit, the applicant as landowner shall execute
and record a deed restriction, in a form and content acceptable to the
Executive Director, which shall provide (a) th-et the applicant understands
that the site may be subject to extraordinary hazard from geologic
instability and wave attack and applicant assumes the liability from such
hazards; and (b) that the applicant unconditionally waives any claim of
liability on the part of the Commission and agrees to indemnify and hold
harmless the Commission and its advisors relative to the Commission's
approval of the project for any damage due to natural hazard. The
document shall run with the land, binding all successors and assigns, and
shall be recorded free of prior liens and encumbrances which the Executive
Director determines may affect the interest being conveyed.
s
5-86-b13A
Page 3
2. Deed -Restriction.
a. Prior to transmittal of permit, the applicant as landowner shall
execute and record a deed restriction, in a form and content
acceptable to the Executive Director, that limits the floor area of
the residence to the square footage shown on the revised plans, that
limits the use to one single-family dwelling, and that no development
shall occur bayward of any structures shown on the revised plans.
The document shall run with the land, binding all successors and
assigns, and shall be recorded free of prior liens and encumbrances
which the Executive Director determines may affect the interest being
conveyed.
b.
Prior to transmittal of permit, the applicant as landowner shall
execute and record a deed restriction, in a -form and content
acceptable to the Executive Director, the dedication as.open space,
any lots owned by the applicant located bayward of lots 13 and 6 as
shown on Exhibit 4. The Open Space Easement shall not allow any
development on said lots and is only intended to insure that all
potential development on said lots is permanently extinguished. The
document shall run with the land, binding all successors and assigns,
and shall be recorded free of prior liens and encumbrances which the
Executive Director determines may affect the interest being conveyed.
3. Construction Plan.
Prior to transmittal of permit, the applicant shall submit for the review
and approval by the Executive Director, a schedule of construction and the
methods proposed to implement the construction plan. The plan shall use
the least environmentally damaging methods. The construction activities
shall not occur on weekends.
4. Stringline.
Prior to transmittal of permit, the applicant shall submit for the review
and approval of the Executive Director, revised plans which show that no
part of.the main residence (the "structure") encroaches beyond a
stringline drawn between the nearest adjacent corners of the existing
"China House" and the residence to the west as shown on exhibit 3A. A
similar stringline shall be drawn for any decks bayward of the proposed
residences. exde�l`/t{iai!/�t/yip(`t/df/i'Me7ef@�KlaaaXX/¢�t�Y`d�1d6t/taS/d�/��fe�`
X6(e/�ni!eri!�'dux/ifa��'taX/�f�/afei!er�i�vf�d/��/t6fe/Q�(e�dt�'�l@/0�redi"d�`,l:
5. State Lands Commission Review.
Prior to transmittal of the permit, the applicant shall obtain a written
determination from the State Lands Commission that:
a. No State lands are involved in the development, or
s ,
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SoUn��ngs ure rxprts�td �►+ /irr old 01ino/*
dop10'4,.1 bE/ow Meon Lowdr Zow Wofrr. MortmpUAr
ron9c o! 6*e1c oPPrdx/n►o/•/Y /d 4*V IWorborr l,;le3
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[. / CAAJrS il/AM'�' �//.+�lJ �LACCJCH Imp G o r B ck. C-3 7-gAcr M19,e
—/o,A ADDQferSS 2717 �9' 97/.9 -5�qLLL STD Coxrro4P.tCroAt DAr.Gr
F �
March 1, 1988 `. 4 .. / i r! , a
City of Newport Beach - Public Works
Mr. Walters
3300 Newport Blvd
Newport Beach, CA 92663
Dear Mr. Walters:
In response to the wave study by Simons, Li and Associates, Inc., we are
solving the .reports design recommendations as follows;
RECOMMENDATIONS RESPONSE
1. Patio wall at 18 ft. 1. The patio wall has been designed to an
M.L.L.W. elevation of 18 ft. M.L.L.W. See Plan.
2. Patio wall positively 2. Patio wall is now tied into slab and the
connected to slab and open area is 50%.
30 to 60% open
3. Patio wall should dis- 3. Semi open wall design and railing helps
sapate wave energy to dissapate wave energy.
4. Door & window protection 4. All windows will be manufactured tempered
dual glazed windows with interlocking
weather stripping. All doors shall be
manufactured tempered dual glazed with
brass interlocking weather stripping.
5. Patio drainage 5. Wave water will drain to (3) 12" wide 8"
high openings in base of wall to the west.
The patio slopes to these drains 2%
minimum.
NOTE: As a precautionary measure the finished floor is 6" higher than the
patio surface. See attached plan.
Please feel free to contact me if you have any questions regarding the
above information.
er ,
Blion S. annetto
Architect A.I.A.
BSJ/am
Members A.I.R.
470 Old Newport Blvd., Newport Beach, California 92663 e Phone 714/645-5854
March 3, 1988
Brian S. Jeannette & Associates, Inc.
470 Old Newport Boulevard
Newport Beach, CA 92663
Dear Mr. Jeannette:
We received your letter of March 1, 1988 in which you responded to our
recomnendations. The design measures appear to be sufficient in order
to achieve a reasonable amount of wave protection as discussed in our
previcii: letter report.
Sincerely,
��
,PF
Ruria zi, Ph. D. , P. E.
R,/DH/dP
IO2.882/NB88
Fort Collins, CO e Denver, CO ® Colorado Springs, CO a Cheyenne, WY e Tucson, AZ e Phoenix, AZ
41
, \BRION S. JEANNETT ` MEMEL Iff MUSUOUML
& ASSOCIATES, INC.
70 Old Newport Blvd.
NEWPO T BEACH, CALIFORNIA 92663
-- (714) 645-5854
TO
sA)�j
DATE '
ATTENTIO
RE:
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
d
1-10/1z'
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
For your use ElApproved as noted
❑ As requested ❑ Returned for corrections
❑ F r review and comment ❑
ElF R BIDS DUE 19
REMARKS OW64!5 �mc
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return' corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
PRODUCT2*2 ees Inc., Groton, Mass 01471.
1i enuwsu—* are 11u1 as nuleu, n111uq 11.—y ua e1 VII4e.
�SIONERS
L CALL
/ MINUTES
February 19, 1987
CITY OF NE PORT BEACH
Ilse Permit No. 3249
A. ENVIRONMENTAL DOCUMENT
Finding:
1. That the environmental document is complete and
has been prepared in compliance with the
California Environmental Quality Act (CEQA), the
State EIR Guidelines and City Policy; however, no
action is required on an environmental document in
conjunction with a project that is denied.
B. _ USE PERMIT NO. 32.49
FINDINGS:
1. That the increased building height will not result
in more public visual open space and views than is
required by the basic height limit.
2. That it has been determined that all of the
criteria necessary to permit an increase of the
basic height limit, as set forth in Section
20.02..035, have not been met.
3. That the approval of Use Permit No. 3249 will,
under the circumstances of this case be detri-
mental to the health, safety, "peace, morals,
comfort and general welfare of persons residing
and working in the neighborhood and be detrimental
or injurious to property and improvements in the
neighborhood and the general welfare of the City.
Variance No. 1139
A. ENVIRONMENTAL DOCUMENT: Accept the environmental
document, making the following findings:
1. That an' Initial Study and Negative Declaration
have been prepared in compliance with the
California Environmental Quality Act (CEQA), the
State CEQA Guidelines, and Council Policy K-3.
2. That the contents of the environmental document
have been considered in the various decisions on
this project.
-22-
i INDEX
�,tSSIONERS
lyo�„c^�.oy
CITY OF NEWPORT
s
MINUTES
February 19, 1987
,;BOLL CALL
INDEX
3. The project will not have any significant environ-
mental impact.
B. Variance No. 1139:. Approve the Variance with the
Findings and subject to the Conditions below:
FINDINGS:
1. .That there are exceptional or extraordinary
circumstances applying to the land, building, and
use proposed in this application, which circum-
stances and conditions do not generally apply to
land, building, and/or uses in the same district
inasmuch as the lot has substantial grade differ-
entials due to rocky and sandy areas within the
lot area.
2. That the granting of a variance to allow the
structure to exceed the basic height limit in the
24/28 Foot Height Limitation District is necessary
for the preservation and enjoyment of substantial
property rights of the applicant, inasmuch as the
grade differentials severely restrict the ability
to design a home within the height limit.
3. That the size of the lot does not unduly limit the
ability to design a home with adequate living
_
space.
4. That the establishment, maintenance, and operation
of the use, property, and building will not, under
the circumstances of the particular case, be
detrimental to the health, safety, peace, comfort,
and general welfare of persons residing or working
in the neighborhood of such proposed use or be
detrimental or injurious to property and improve-
ments in the neighborhood or the general welfare
of the City.
CONDITIONS:
1. That development shall be in substantial confor-
mance with the approved plot plan, floor plans and
elevations, except as noted below.
2. That the residence shall not contain more than
4,441± sq. ft. of gross floor area (1.46 x
buildable area).
-23-
MINUTES
February 19, 1987
#ROLL CALF
INDEX
3. That all improvements be constructed as required
by ordinance and the Public Works Department.
4. That a wave action study be prepared by a civil
engineer, and that the proposed structure be
protected in conformance with the recommendations
of the study and to the satisfaction of the
Building Department and Marine Department.
5. That the design of the proposed driveway be
revised at the property line to provide a maximum
grade break of 12%.
6. The design of the driveway shall be subject to
V
review and approval by the Traffic Engineer.
7. That the applicants- shall record a covenant to
d
hold the subject property as a single building
site in accordance with Section 20.87.090 of the
Newport Beach Municipal Code.
8. That any construction within the intertidal zone,
d
unless otherwise prohibited. -by the Coastal Commis-
sion, shall be subject to the issuance of a Harbor
Permit.
9. Development of the site shall:')e subject to _a
_
grading permit to be approved by the ` Tu—Td g and
Planning Departments.
10. That a grading plan, if required, shall include a
_
complete plan for temporary and permanent drainage
facilities, to minimize any potential impacts from
silt, debris, and other water pollutants.
11. The grading permit shall include a description of
haul routes, access points to the site, watering,
v
and sweeping program designed to minimize impact
of haul.operations.
12. An erosion, siltation and dust control plan, if
required, shall be submitted and be subject to.the
approval of the Building Department and a copy
✓
shall be forwarded to the California Regional
Water Quality Control Board, Santa Ana:Region.
13. That grading shall be conducted in accordance with
plans prepared by a Civil Engineer and based on
recommendations of a soil engineer and an
-24-
' MINUTES
February 19, 1987
,L CALL.
INDEX
engineering geologist subsequent to the completion
of a comprehensive soil and geologic investigation
of the site. The soils investigation shall
include a detailed slope stability analysis.
Permanent reproducible copies of the "Approved as
Built" grading plans on standard size sheets shall
be furnished to the Building Department.
14. That adequate provisions be taken to insure that
no debris, siltation or foreign material be
permitted to enter the bay, during demolition and
construction.
15. Prior to issuance of building permits, the appli-
cant shall agree to participate in a compensation
program for the loss of intertidal area which
shall be commensurate with thereplacement costs
of the intertidal habitat, not to exceed
$3,000.00, provided that the City and the various
agencies involved in regulation of Newport Bay
have established such a program.
16. That the lighting system shall be designed and
maintained in such a manner as to conceal the
light source and to minimize light spillage and
glare to the adjacent residential uses. the plans
shall be prepared and signed by a Licensed Elec-
trical Engineer; with a letter from the Engineer
stating that, in his opinion, this requirement has
been met.
17. That development of the site not be allowed to
encroach into the areas required for setback yards
as established by the California Coastal Commis-
sion and/or the City of. Newport Beach, whichever
is greater.
18. That this variance shall expire unless exercised
within 24 months from the date of approval as
specified in Section 20.82.090 A of the Newport
Beach Municipal Code.
19. The applicant shall enter into an agreement and
post a bond guaranteeing the.repair of all damage
to the public street system and/or utilities that
might be caused by the construction process.
20. Prior to the issuance of a building or grading
permit, the applicant shall enter into an
-25-
SSIONERSip
+,
o
ti
CITY OF PO T RFAM
MINUTES
February 19, 1987
..L CALL
INDEX
agreement and provide a policy of insurance
guaranteeing the repair of all damage to private
property, business interruption or other damage
caused by the construction process. Said policy
of insurance shall be in an amount to be
determined by the Building Official, City Engineer
and City Attorney.
21. The building contractor shall examine existing
streets. to ensure that trucks assigned to the
project can negotiate required turns and
demonstrate such to the satisfaction of the Public
Works and Building Departments.
22. Any activity that would require partial street
closure, parking prohibition, heavy truck traffic,
.large or heavy loads or similar activities shall
be approved by the Police Department and the
Traffic Engineer. Full street closure shall be
prohibited at any time.
23. That a. specific rock .removal plan be submitted to
and approved by the Building Department.
econvened at 9:10 p.m.
Amendment 646 (Continued Public Hearing)
Item No.5
Request to consi r amending Title 20 of the Newport
Beach Municipal Co adding Chapter 20.64, the Santa
A646
Ana Heights Specific ea Plan; amending Districting
Maps No. 34, 42, 61, and 7; and the acceptance of an
Continued
environmental document.
to
March 5,
INITIATED BY: The City of. Newport ach
1987
James Hewicker, Planning Director, sta d that staff
has submitted changes to the Specific Plan a result
of the February 5, 1987, Planning Commission eeting,
and discussions with property owners betwee . the
Planning Commission meeting and the time that the st f
report was distributed to the Planning Commission.
-26-
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&�INC.�
.' '
.� 470Cxd Newport Blvd
� 00EWPORT BEACH, CALIFORNIA 93663
7
1 `
[] EMER OF MUSINIMM
DATE,-,
JOB NON
_ WE ARE SENDING YOU El Attached OUnder separate cover via following items:
O Shop drawings O Prints O Plans O Samples O Specifications
0 Copy of letter 0 Change order 0
THESE ARE TRANSMITTED as checked bokmv
���
^C]—n`r approval O
Approved as submitted
O For your use O
Approved as noted
O As requested O
Returned for omrnmUnns
Vf-For^review and comment O
O FOR BIDS DUE
lQ
REN1ARKS
O Resubmit --copies for approval
O 8ubmit-__---oopiea for distribution
O Return —corrected prints
O PRINTS RETURNED AFTER LOAM TO US
'
COPY TO
� . SIGNED:
. .
- ' ,wencl^=~mare not as noted, kindly notify "s
Af
rA", 01164�'
c(o
c c
" fAd;a
Stephens, James_
552-3597
5052 Dutcher, Irvine, 92714
Stewart, Stephen C. 673-2926
411 Marigold, CDM, 92625
Stitt, James W. 209-641-3766
P. O. Box 418, Bass Lake, 93604
*Stoneman, Mr.& Mrs. Alan (Lois) 673-2322
611 Lido Park Dr., Apt. 8C, N.B. 92663'
43
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f
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�oD ADDipESS 27/7 Z�/� SNL"LL STD COAIMAcro,& DArd'
PERMIT I
�� Lr MY4{VC/.� \ A �B OF,TPROPOSED
�FACILITY
i L/� 1 U • /l/ f/
MAILINGS ADDRESS ( TELEPHO.- NO. FEE -CHECK NO. DATE
APPROVED BY; - DATE APPLICATION IS HEREBY MADE FOR A H/+RBOR PERMIT i0
❑L�.//
CON STRUCT/T�
V
OCHD
A
Imo'
AT THE ABOVE LOCATION
IN ACCORDANCE WITH THE CITY OF
ENGR Ir'Ij�/�
NEWPORT BEACH PERMIT
POLICIES AND THE ATTACHED DRAWING
-COUNCIL LJ
BY
COMPANY
�E""T-
DATED
&0
DATE
ESCROW Li
i
-INSPECTION- ❑ 900
SIGNATU
lood
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SPECIAL CONDITIONS:
CITY OF NEWPORT BEACH. CALIF. = wx FORM 66.1010
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dbao Marine Consulting & Design
2400 WEST COAST HIGHWAY, SUITE F, NEWPORT BEACH, CA 92663 . USA. PHONE (714) 642-2206
August 18, 1989
City of Newport Beach
Marine Department
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Tony Melum
Dear Sir,
Having read the "Wave Protection Analysis of 2717 Shell Street",
I would like to make the following statement with regard to the
design of a pier in this area.
I will do my best in conjunction with William Simpson, Structural
Engineer, to design a pier that will give a minimum of 20 years
of service under the storm conditions generally experienced in
Newport Beach in the past 40 years. This of course would not in-
clude a storm condition as described in the wave analysis.
We will be applying some new design ideas which we feel will help
solve some of the problems previously experienced in the area,
but we cannot accept any liability due to the bottom and wave
conditions in the area.
It is my feeling however that if a wave with a top elevation of
201 MLLW were to enter the bay the destruction of the proposed
pier would be the least of our worries.
If you have any questions, please do not hesitate to contact me.
Sincerely,
12 o,�/
Roland S. Hornby
RSH/bh
Copy: E. Schroeder