HomeMy WebLinkAboutM2003-0070STATE OF CALIFORNIA - THE RESOURCES AGENCY GPAY DAVIS, Governor
ICALIFORNIA COASTAL COMMISSION
South Coast Area Office
200 Oceangate, Suite 1000
Long Beach, CA 90802-4302
(562) 590-5071
EMERGENCY PERMIT
DATE: August 19, 2003
EMERGENCY PERMIT: 5-03-336-G
APPLICANT: Susie Antoyan
LOCATION: 538 Via Lido Nord (APN# 423-221-02)
Newport Beach, Orange County
EMERGENCY WORK PROPOSED: Repair the upper bulkhead/seawall and remove the lower
seawall/bulkhead. Install Chance Anchors to pin back the upper seawall/bulkhead.
Reinforce the upper seawall/bulkhead with shotcrete and then once the upper
seawall/bulkhead is tied back and reinforced, remove the lower seawall/bulkhead.
This letter constitutes approval of the emergency work you or your representative has requested to
be done at the location listed above. I understand from your information that an unexpected
occurrence in the form of failure of an existing bulkhead system requires immediate action to
prevent or mitigate loss or damage to life, health, property or essential public services. 14 Cal.
Admin. Code Section 13009. The Executive Director hereby finds that:
(a) An emergency exists which requires action more quickly than permitted by the
procedures for administrative or ordinary permits and the development can and will
be completed within 30 days unless otherwise specified by the terms of the permit;
(b) Public comment on the proposed emergency action has been reviewed if time
allows; and
(c) As conditioned the work proposed would be consistent with the requirements of the
California Coastal Act of 1976.
The work is hereby approved, subject to the attached conditions.
Very Truly Yours,
Peter M. Douglas
Executive Directorl
By: Teresa Henry
Title: District Manager
5-03-336-G (Antoyan)
Page 2 of 4
CONDITIONS OF APPROVAL:
The enclosed form must be signed by the permittee and returned to our office
within 15 days.
2. Only that work specifically described above and for the specific property listed
above is authorized. Any additional work requires separate authorization from the
Executive Director.
3. The work authorized by this permit must be completed within 30 days of the date of
this permit.
4. Within 60 days of the date of this permit, the permittee shall apply for a regular
Coastal Development Permit to have the emergency work be considered
permanent. If no such application is received, the emergency work shall be
removed in its entirety within 150 days of the date of this permit unless waived by
the Director.
5. In exercising this permit the permittee agrees to hold the California Coastal
Commission harmless from any liabilities for damage to public or private properties
or personal injury that may result from the project.
6. This permit.does not obviate the need to obtain necessary authorizations and/or
permits,__ fr6m_�other agencies.
7. If rock is used to construct the shoreline protective device, only clean, large rock
shall be used. No fill materials or construction spoils shall be used. Applicant shall
promptly remove without the aid of heavy machinery any rock that becomes
dislodged and deposited on the beach.
8. As proposed by the applicant, the lower seawall/bulkhead will be removed once the
upper seawall/bulkhead is pinned back and reinforced.
9. Construction Responsibilities and Debris Removal
A. No construction materials, equipment, debris, or waste will be placed or
stored where it may be subject to wave, wind, or rain erosion and dispersion.
B. Any and all construction material will be removed from the site within 10
days of completion of construction.
C. -Machinery or construction materials not essential for project improvements
will not be allowed at any time in the intertidal zone.
D. If turbid conditions are generated during construction a silt curtain will be
utilized to 'control turbidity.
E. Floating booms will be used to contain debris discharged into coastal waters
and any debris discharged will be removed as soon as possible but no later
than the end of each day.
F. Non -buoyant debris discharged into coastal waters will be recovered by
divers as soon as possible after loss.
5-03-336-G (Antoyan)
Page 3 of 4
10. Pre -Construction Eelgrass Surve
A. Pre Construction Eelgrass Surve . A valid pre -construction eelgrass
(Zostera 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 applicants 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 (115) 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 Eel_qrass 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 applicants 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 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 applicants 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 applicants
shall replace the impacted eelgrass at a minimum 1.21 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
1.21 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.
11. Pre -construction Caulerpa Taxifolia Surve
A. Not earlier than 90 days nor later than 30 days prior to commencement or
re -commencement of any development authorized under this 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 taxifolia. The
survey shall include a visual examination of the substrate.
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.
5-03-336-G (Antoyan)
Page 4 of 4
C. Within five (5) business days of completion of the survey, the applicants
shall submit the survey:
(1) 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
Hoffman, National Marine Fisheries Service (562/980-4043).
D. If Caulerpa taxifolia is found within the project or buffer areas, the applicants
shall not proceed with the project until 1) the applicants provide evidence to
the Executive Director that all C. taxifolia discovered within the project and
buffer area has been eliminated in a manner that complies with all
applicable governmental approval requirements, including but not limited to
0 those of the California Coastal Act, or 2) the applicants have revised the
project to avoid any contact with C. 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.
Condition number four (4) indicates that the emergency work is considered to be temporary work
done in an emergency situation. If the property owner wishes to have the emergency work
become a permanent development, a Coastal Development Permit must be obtained as described
in condition number four. A regular permit would be subject to all of the provisions of the California
Coastal Act and may be conditioned accordingly. These conditions may include provisions for
public, access (such as an offer to dedicate an easement) and/or a requirement that a deed
restriction be placed on the property assuming liability for damages incurred from storm waves.
If you have any questions about the provisions of this emergency permit, please call the
Commission office in Long Beach (562) 590-5071.
Enclosures: Acceptance Form
Coastal Permit Application Form
cc: City of Newport Beach Planning Department
4:!
WP
Ve
o
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
949-644-3034 / Fax 949-723-0589
RtICEIVED
Sou C-PoAt p0dion
AUQ 7 6 ZQQ1
APPROVAL IN CONCEPT CALIFORNIA
COMM, cbMMISSION
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.
.7eneral Description of Proposed Development: Repair existing, failing
)ulkhead system.
Property Address: 538 Via Lido Nord
Legal Description:
lHarbor Permit Number: 175-538
IPlan Check Number: To be determined -71
A.pplicant: Susie Antoyan
Applicant's Mailing Address: 538 Via Lido Nord, Newport Beach, CA 92663
Phone Number: 949-548-5359
3
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
o They comply with the current adopted Newport Beach General Plan, Zoning
Ordinance, Subdivision Ordinance 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 Zoning
Ordinance 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:
o Has been determined to be ministerial or categorically exempt.
ii 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
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.
Tom Rossmiller, Manager, Harbor Resources
Siqnature: 6�14r � 6 r1i'llev
Chris Miller, Harbor Resources Supervisor
August 20, 2003
Attachments:
Worksheet for Building Permit Application
Drawing
Page 2 of 2
CITY OF WWPORT BEACH
GUARDRAIL -- E) 8" THICK UPPER CONC
SEAWA REMAIN BE
LUO REINFORCED -F.F. OF (E) BLDG
PROTEC
STABILIRD TYP
DECK
CHANCE ANCHOR W/I
EUX ANCHORS TYP I
�o DREDPE _J&IN TYP
MBED PORTION OF THE QEJ CONIC SEAWALL
TO REMAIN & BE PROTECTED
POSSIBLE FUTURE DREDGE LINE
MIN (E) DREDGE
EL - -fC±—
....................... ...... .........
........................................ N .................... 15 Ur T UP TO ELEVATION SHOWN
............... PW
........ BLE
4 AS FUTURE DREDGE UNE*
.......................................................
.................. ........................................
TYPICAL BULKHEAD SECTION N.T.S.
............................................................ ...........
........... I ...............................................................
VICINTY MAP Maw SOUNDINGS ARE EXPECTED IN FEET
NEWPORT BAY, CALIFORNIA AND DENOTE ELEVATIONS BASED ON
MEAN LOWER LOW WATER.
w w
z z
EXISTING BUILDING TO v
Cal
REMAJN & BE PROTECTED
C00%
SL
Au
JL JL —L �...L
-4- 4- -4- 4-
I CAR WON
A
THREADED TIE
S AND CHANCE
ANCHORS 0 TWO
LEVELS TYP
0
cL
alif ia Coastal Comnibovo3r 30
u -J
cc LLI
(E) UPPER CONC SEAWALL outh Coast D* trict Officw:
9" THK REINFORCED OVEI
t�c- 'i
z VOTCRETED CONC WALL
C.D
7-
(E) COLLAPSED LOVER CONIC SEAWALL EFFFMVE
1vdj 46btD BE REMOVED AFTER THE REINFORCING
I )ate:
ff J: OF THE (E) UPPER SEAWALL Is COMPLETED
LLJ
Lu (E) CONC GROIN WALLS TO REMAIN
BE PROTECTED TYP
(VERIFY)
PLAN VIEW N.T.S.
OYMER MR. ALLEN ANTOYAN LOT 510 TRACT 907 BLOCK
JOB ADDRESS :538 VIA UDO NORD CONTRACTOR: SHELLMAKER, INC. DATE
NEWPORT BEACH, CA 92663 2035 F PLACENTIA AVENUE 08/08/03
COSTA MESA, CA 92627
CL
a.
x
a.
RECEIVED
South coast RaOilon STRUCTURAL GENERAL NOTES
00
41
GEOTECHNICAL
1� THE CONTRACTOR SHALL ESTABUSH ALL CONSTRUCTION UNES AND PROCEED WITH
THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRA',,MNGS.
2. THE SOILS REPORT- DESCRIBED UNDER ITEM NO. 3 BELOW SHALL BE A PART OF
CONSTRUCTION DOCUMENTS. TIHE CONTRACTOR SHALL OBTAIN THE SOILS REPORT
AND COMPLY WITH ALL RECOMMENDA71ONS THEREAN.
3. WALL & ANCHOR DESIGN ARE BASED ON THE RECOMMENDATIONS CONTAINED IN THE
SOILS REPORT ON FILE WITH THE BUILDING DEPARTMENT.
SOILS REPORT PREPARED BY, ....... ......... COAST GEOTECHNICAL
ADDRESS ....... ....... ...... _ .... 14747 ARTESIA BOULEVARD, SUITE I -D
LA MIRADA, CA 90638
PHONE NUMBER ...... (714) 521-0169
FAX NUMBER ....... ....... . .... .. (714) 521-0179
SOILS REPORT DATE AUGUST 01, 2003
SOILS REPORT JOB NUMBER .*0. 227503
CONCRETE
1 ALL CONCRETE MIX DESIGNS, CONFORMING TO CBC SECTIONS 1904 & 1905, SHAH 13E
SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE
IS PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT
OF 6.0 SACKS OF CEMENT PER CUBIC YARD OF MIX. FOR USE IN -A SALT WATER
ENVIRONMENT. ALL CONCRETE MIXES SHALL BE' CERTIFIED BY A CONCRETE TESTING
LABORATORY AND SIGNED BY A CAUFORNIA REGIS17ERED CIVIL ENGINEER.
2. ALL CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTI4. OF 5000 PSI.
THE MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 4". PLACING OF ANY CONCRETE
SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR, PAID FOR
BY THE OWNER.
3. GROUT SHALL HAVE A MINIMUM 28 -DAY STRENGTH THE SAME AS THAT OF THE
PANELS. THE CONCRETE GROUT SHALL BE A SUITABLE MIX CONSISTING OF PEA
GRAVEL, SAND, CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN
APPROVED SUPERPLASTICIZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP
TO MAXIMUM 7.5 INCHES. GROUT UNDER PLATES SHALL BE "POR -ROK" OR "FIVE STAR
GROUT" OR AN APPROVED EQUAL
4, PORTLAND CEMENT SHALL 13E TYPE V LOW ALKAU CONFORMING TO A.S.T.M. C150 AND
SHALL BE TESTED. AGGREGATES SHALL BE NORMAL WEIGHT (145 PCF) U.N.O.
CONFORMING TO A.S.T.M. C33, WITH CONCRETE SHRINKAGE CHARACTERISTICS OF LESS
THAN 0.050% ; WATER -CEMENT RATIO SHALL NOT EXCEED 0.50.
5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND CBC
STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE
ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES
AND MUST ALSO BE REPORTED. N
6. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE
SECURED IN POSIT10N AND INSPECTED BY T14E LOCAL BUILDING DEPARTMENT
INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE.
7. ALL NECESSARY BRACES, STRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR
PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF
THE PANELS.
8. NO FLY ASH SHALL BE USED IN ANY CONCRETE. NO CALCIUM CHLORIDE SHALL BE
USED IN ANY CONCRETE.
9. FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS REACHED A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
SHOTCRETE
1� SHOTCRE71NG, WHERE CALLED ON THE DRAWINGS, SHALL BE PERFORMED
PER CBC SEC11ON 1924.
RE114FORCING STEEL
1. ALL REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL CONFORM TO A.S.T.M.
SPECIFICA11ONS A615 AND BE INTERMEDIATE GRADE 60' FOR BARS #4 AND
GREATER, AND GRADE 40 FOR BARS LESS THAN #4 AND ALL TIES AND DOWELS.
2. ALL REINFORCEMENT TO BE WELDED SHALL CONFORM TO A.S.T.M. A706,
UNLESS NOTED OTHERWISE.
3, REINFORCEMENT MARKED CON11NUOUS MAY BE SPUCED BY LAPPING 42 BAR
DIAMETERS IN CONCRETE AND 48 BAR DIAMETERS IN MASONRY WITH 24 INCH
MINIMUM LAP IN EACH CASE, UNLESS OTHERWISE NOTED ON PLANS. ALL
SPLICES WHEN DETAILED SHALL BE LOCATED WHERE SHOWN ON PLANS.
4. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION
WITH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., BEFORE PLACING
CONCRETE.
5� ADD111ONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE, SHALL
BE ADDED PER THE CONTRACTORS DETAILS.
6. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS,
UNLESS NOTED OTHERWISE.
A) CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN CAST AGAINST
EARTH 3", MEN FORMED 2".
9) WALLS ABOVE GRADE: EXTERIOR FACE 1'/2", INTERIOR FACE 1".
C� PRECAST CONCRETE ELEMENTS: AS DETAILED.
D CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB.
UNLESS NOTED OTHERWISE,
7. REINFORCEMENT DETAIUNG SHALL BE IN ACCORDANCE WITH CBC SEC11ON 1907�
STEEL
1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE 50
OR A992 WITH Fy = 50 KSI, MISCELLANEOUS IRON SHALL CONFORM TO A.S.T.M. A3,6.
2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL CONFORM
TO A.S.T.M. A53, GRADE B.
T
0, STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, Fy = 46- KSI,
4. ALL BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WERE HIGH
STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM -yX" DIAMETER AND
CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED OTHERWISE ON THE PLANS,
THE INSTALLATION OF H.S. BOLTS SHALL BE INSPECTED BY A REGISTERED DEPUTY
INSPECTOR APPROVED BY THE BUILDING DEPARTMENT.
5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.0,
6. STRUCTURAL STEEL "NELSON' STUDS SHALL BE MANUFACTURED FROM C1015, C`1017 AND
C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108 -58T.
7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS FOLLOWS:
A) FOR 18 GA. THICK AND UGHTER STEEL : A446, GRADE A (GALVANIZED) OR A570,
GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KSI YEILD STRENGTH,
9) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) OR A570,
GRADE 50 OR A607, GRADE 50 - ALL HAVING MINIMUM OF 50 KSI YEILD STRENGTH.
8� FABRICAlION AND ERECTION SHALL CONFORM TO THE 9th EDITION OF A.I.S.C. SPECIFICAlIONS,
9. ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL SHALL RECEIVE AT IFAST ONE COAT
OF STANDARD SHOP PRIMER PAINT. AFTER ERECTION IS COMPLETE, TOUCH-UP ALL SHOP
PRIMING COATS DAMAGED DURING TRANSPORT AND ERECTION,
10. ALL HOLES FOR BOLTS IN STRUCTURAL STEJEIL SHALL BE DRILLED OR PUNCHED. BURNING
OF HOLES SHALL NOT BE PERMITTED.
WELDING
1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS By CERTIFIED
WEWERS, USING E70XX ELECTRODES.
2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE NTH LOW HYDROGEN ELECTRODES,
A233, CLASS E70XX SERIES.
3. WELDS IDENTIFIED AS REQUIRING CON11NUOUS OR PERIODIC SPECIAL INSPECTION NF -97D NOT
HAVE SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPROVED FABRICATOR'S�SHCP,
HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPUANCE IN
ACCORDANCE NTH MC SECTION 1701.7,
SPECIAL 114SPECTIOIAS
1. PERIODIC (NON -CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY
CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING:
A) ANCHOR ROD LENGTH, INSTALA11ON & TENSIONING - CONTINUOUS.
8) GROUTING OF PVC SLEEVES - NON CONTINUOUS.
2. THE INSTALLATION OF ANCHOR BOLTS, ADHESIVE ROD, ANCHORS AND EXPANSION
BOLTS IN ALL CONCRETE WORKS.
3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY
(SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, HIRED
AND PAID FOR BY THE OWNER.
4-- SITE VISITS CONDUCTED BY TIHE ENGINEER ARE MERELY FOR OBSERVATION
PURPOSE ONLY AND DO NOr CONS71TUTE AN INSPECTION.
5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL INSPECT10N
AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES DIVISION PRIOR TO
ISSUANCE OF THE PERMIT.
ANCHOR RODS
I. ANCHOR RODS SHALL CONFORM TO A.S.T.M. A722-95 GR 150 TYPE 11 THREADED REBAR
AS MANUFACTURED BY DYWIDAG-SYSTEMS INTERNATIONAL (DSI).
2. ROD TENSIONING: AFTER BACKFILLING & COMPACTING TO TOP OF ANCHOR BEAM,
TENSION RODS TO 1.000#. COMPLETE BACKRH & COMPACTION TO ROUGH GRADE
& TENSION RODS TO 5,000f
3. WHERE CHANCE ANCHORS ARE CALLED OUT ON THE DRAWING, THEIR INSTALLATION
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
A) MINIMUM INSTALLATION TORQUE 5,500 FT- POUNDS PER ANCHOR
8) MAXIMUM INSTALLATION TORQUE 15,000 FT- POUNDS PER ANCHOR
C) MINIMUM WORKING LOAD 50,000 POUNDS PER ANCHOR
4. A PULL TEST MUST BE PERFORMED AND THE RESULTS SHALL BE SENT TO THE ENGINEER
OF RECORD INCLUDING AS -BUILT DRAWINGS OF THE HEUX COMBINATION AND DEPTI
DIMENSIONS. IF CAPACITIES AS REQUIRED CANNOT BE REACHED, THE CONTRACTOR SHALL
CONTACT THE ENGINEER.
ADHESIVE ANCHORS
1. ALL ADHESIVE ANCHORS SHAH BE SIMPSON "SEr IN ACCORDANCE NTH
ICBO ER -5279 (SET).
ABBREVIATIONS
C14
n
A.B. __ ........
ANCHORBOLT
MAX
MAXIMUM
kC . ......
ASPHALTCONCRETE
MIN
.... MiNIMUM
ADDL
ADDIT10NAL
N41SC
.......... MISCELLANEOUS
A.F.F�
ABOVE FININSH FLOOR
M�F.H.
� ........ MILES PER HOUR
ALT
ALTERNATE
MTL ...
METAL
ARCHT
ARCHITECTURAL,
(N) _
..... NEW
BLDG � ........
BUILDING
N.LC .
..... __NOT IN CONTRACT
BM
BEAM
NO�
NUMBER
BOT
BOTTOM
N.S�
NELSON STUD OR NEAR SIDE
B.W
BOTTOM OF WALL
NT�S-
NOT TO SCALE
C ......... CHANNEL
0. C - -
- - _ � _ ON CENTER
CANT ....
CANTILEVER
OFF ____
OL�r CE
CJ .......
CONSTRUCTION JOINT
OPNG
.... OPENING
COL _ � ... �
CcFNT`ER LINE
OPP HD
OPPOSITE HAND
CLR . .........
CLEAR
PEN
PENETRATION
C.M.U. .___
CONCRETE MASONRY UNIT
PL
PLATE OR PROPERTY UNE
COL ._ ...... -
COLUMN
PLYWD
____Pl.YWCOD
CONC .........
CONCRETE
PSF ____
, POUNDS PER SQUARE FOOT
CONN __ -
CONNEC11ON
PSI � ...........
� POUNDS PER SQUARE INCH
CONT ... ___
CON71NUOUS
P -T,
PRESURE TREATED
r
CONST ....
CONSTRUCT10N
REBAR
........REINFORCING BAR
CTR , -___
CENTER
REOD
DBL ........... .
DOUBLE
RE!NF
...... REINFORCING
DET .- ....... .
DETAIL
REF
REFERENCE
OF ...... ___
DOUGLAS FIR
REV
REVISION
DIAG ........
DIAGONAL
SCH
SCHEDULE
DIA
DIAMETER
SECT
SECTION
DIM
DIMENSION
SHTG
SHEATHING
ON
DOWN
SHT .
..... SHEET
OP _ ........
DEEP
SIM .
..... SIMILAR
DWGS
DRAWINGS
SPA
....... SPACING
(E) -
EXISTING
SPECS
......... SPECIFICATIONS
EA - ......... ...
EACH
SQ ....
SQUARE
E.F. ____ .
EACH FACE
STAGG
ELEV _ ......
ELEVATION
STD
�ZTANDARD
EMBED
EMBEDMENT, EMBEDDED
S -TIFF
�_TlFFENER
EQ
EQUAL
STI_ .....
. ST`EEL
E.S. .............
EACH SIDE
ST'RuCT
51'RUCTURAL
E.W. ......... ..EACH
WAY
SYM ......
SYMETRICAL
EXIST .... EXISTING
T & 9
__ _ TOP & BOTTOM
EXP
EXPANSION
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sic cd/:AM
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t ----------- i— L—i (N) REINFORCED SHOTCRETE
2'-6" (MAX� 4,0'-O#1 2'-6- (MAX) NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO MLLW ELEVATION.
2. THE INSTALLATION TORQUE OF THE IN-PLACE HELICAL
(VERIFY) ANCHOR MUST BE AT LEAST 10,000 FT -LBS, IF ONE OF THE
TYP FOLLOWING CONDITIONS IS ENCOUNTERED DURING THE TIEBACK INSTALLAT10N
2.o) ALL THE HELIXES, AS SHOWN ABOVE, CANNOT BE INSTALLED. OR
2.b) THE REQUIRED EMBEDMENT LENGTH, AS SHOWN ABOVE, CANNOT BE ACHIEVED.
NOTES 1. TYPICAL SHOTCRETE REINF NOT SHOWN FOR CLARITY. C,
3. TYPICAL SHOTCRETE REINF NOT SHOWN FOR CLARITY.
4. LIFE EXPECTANCY FOR HELICAL ANCHORS, FOR THIS APPLICATION, IS 15 YEARS. 2. FOR INFO NOT SHOWN, SEE DETAILS
NOTE6- T
5. THE CONTRACTOR TO VERIFY ALL ELEVATIONS & NOTIFY THE ENGINEER OF RECORD
10 w
FOR ANY DEVIATIONS FROM WHAT IS SHOWN ON THE DRAWINGS. oc 0
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NOTES 1. VERIFY ALL ELE�
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2. SHOTCRETE REINF & (E) WOOD DECK NOT SHOWN FOR CLARITY. <
3. REPLACE THE CONN OF T14E (E) WOOD DECK TO (E) SEAWALL cn u;;z
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TO MATCH THE �Ej CONN. 0
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S
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AU8 0 9 2003 0
SECTION N.T.S. T SECTION N.T.S. V
Ozo/o�
Ca lied �b- ver�i W W j
f'n; ?_ !� y, a 4- Coa s Vm
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Me er
-Typed HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
949-644-3034 / Fax 949-723-0589
APPROVAL IN CONCEPT
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: Repair existing, failing
bulkhead system.
Property Address: 538 Via Lido Nord
Legal Description:
lHarbor Permit Number: 175-538 1
IPlan Check Number: To be determined
Applicant: Susie Antoyan
Applicant's Mailing Address: 538 Via Lido Nord, Newport Beach, CA 92663
Phone Number: 949-548-5359
3
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
o They comply with the current adopted Newport Beach General Plan, Zoning
Ordinance, Subdivision Ordinance and any applicable specific or precise plans or,
ii 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 Zoning
Ordinance 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:
o Has been determined to be ministerial or categorically exempt.
ii 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
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.
Tom Rossmiller, Manager, Harbor Resources
re:
Chris Miller, Harbor Resources Supervisor
August 20, 2003
Attachments:
Worksheet for Building Permit Application
Drawing
Page 2 of 2
WY OF WWPORT BEACH
.................... ....
..................... ....
... .............. .....
............ : ...............
.......... I ........... ....
................. ....... ....
... ..... .... ..... ...
.....................
................................
.....................................
VICINITY MAP N.T.S.
NEWPORT BAY, CALIFORNIA Pwwni
1�._
/I -
a.
Z:
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a. Z
L L i
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= +1.5.40 1'\
9" THICK
4FORCED
)TCRETED
4C WALL--\
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+3.50
2
THICK UPPER CONC
I TO REMAIN BE
MREINFORCED
0 Typ
.F. OF (E) BLDG
CHANCE ANCHOR W/
ELIX ANCHORS TYP
PORTION OF THE (E) CONC SEAWALL
AIN & BE PROTECTED
-POSSIBLE FUTURE DREDGE LINE
MIN (E) DREDGE
EL - -2.0'±
AS "POSSIBLE FUTURE DREDGE
TYPICAL BULKHEAD SECTION N.T.S.
AND DENOTE ELEVATIONS BASED ON
EXISTING BUILDING TO '
REMAIN A, BE PROTECTED---�,
L I I I I
-4- _1L. 4- JL JL
—4— 4— -4— —4— 4—
UPPER CONC SEAWALL
9" THK REINFORCED
TCRETED CONC WALL
(E) COLL; LOI:A� CONC SEAWALL
40bltD BE REMOVE)D AFTER THE REINFORCING
OF THE (E) UPPER SEAWALL IS COMPLETED
,_(E) CONC GROIN WALLS TO REMAIN
BE PROTECTED TYP
40'-0'
w
z
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I
L(N) THREADED TIE
RODS AND CHANCE
ANCHORS 0 TWO
LEVELS TYP
oil
PLAN VIEW N.T.S.
Cj) LU
LLI M
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cc:
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LU LU
LL.
00
m
OWNER : MR. ALLEN ANTOYAN LOT 510 ITRACT 907 BLOCK
CO NTRACTOR: SHELLMAKER. INC. DATE
JOB ADDRESS :538 VIA LIDO NORD 2035 F PLACEN11A AVENUE 08/08/03
NEWPORT BEACH, CA 92663 COSTA MESA, CA 92627
WORKSHEET FOR BUILDING / FIRE PERMIT APPLICATIOMARBOR RESOURCES DIV.
CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
PI FAAF PRINT nIR TVPF (9
1. PROJECT ADDRESS (NOT MAILING ADDRESS)
FLOOR
SUITE NO.
538 Via Lido Nord
Antoyan
LEGAL DESCRIPTION
No. UNITS
LOT BLOCK. TRACT
2. DESCRIPTION OF WORK repair existing failing USE
bulkhead system -1
# OF STORIES
VALUATION $ 68,000 .00
NEW F1 ADD ALTERg Ctj DEMO E] SQ FT
RIE-PIllk 0 1 (NEWIADDED/EXTG)
Check Appropriate Box
3. OWNER'S NAME LAST
FIRST
Antoyan
Susie
OWNER'S ADDRESS
OWNER'S E-MAIL ADDRESS
538 Via Lido Nord
I
CITY
STATE
ZIP
PHONE NO.
Newport Beach
CA
92663
F] 4. ARCH ITECT/DESIGNER'S NAME
LAST
FIRST
LIC. NO.
ARCH ITECT/DESIG N ER'S ADDRESS
ARCHITECT/DESIGNER'S E-MAIL ADDRESS
CITY
STATE
ZIP
PHONENO.
F1 5. ENGINEER'S NAME
LAST
FIRST
STATE LIC. NO.
William Simpson & Associates Jafari
Masoud
S 3812
ENGINEER'S ADDRESS
ENGINEER'S E-MAIL ADDRESS
2222 Newport Blvd.
CITY
STATE
ZIP
PHONE NO.
Newport Beach
CA
92663
(9419) 675-6110
F] 6. CONTRACTOR'S NAME
BUSINESS LIC.
STATE LIC.
Shellmakler Irnc
BT00009706
561434 A&B
No. Class
CONTRACTOR'S ADDRESS
CONTRACTOR'S E-MAIL ADDRESS
2035F --Placentia Ave.
shellmaker@sbcglobal.net
ITY
STATE
ZIP __FPHONE
NO.
Costa Mesa
CA
92627 1(949)
548-5359
OFFICE USE ONLY
PERMIT NO.
TYPE OF CONSTRUCTION
PLAN CHECK NO.
PLAN CHECK FEE $
UPANCY - GROUP
PLAN CHECK ENG.
FormsOdg—application 10-18-02
Aug -08-03 02:50P Shc�llmak42r- Inc
CITY OF NEWPORT BEACH
.. .. . .............
........... .....
....................
VICINITY MAP N.T.S.
NEWPORT BAY, CALIFORNIA
OYMER - MR. ALLEN ANTOYAN
949 54E3 5315 P.02
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+ & sTAsiuR6. Typ
9* iCK 4 CHANCE ANCHOR W�
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w
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ZV POSSIBLE FUTURE DREDGE LINE
MIN (E) DREOCE
4
AS "POSSIBLE FUTURE DREX
TYPICAL BULKHEAD SECTION N.T.S.
OTE ELEVATIONS BASED ON
XISTING BUILDING TO
AIN & BE PROTECTED
JL
jL -i-
-4- -4- -4-
ir
0) YHREADED TIE
OS AND CHANCE
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LEVELS IW
\–(E) UPPER CONC SEAWALL
—V &THK REINFORCED
CIT ETIED CONC WALL
2 E COLLAPSED LOWER CONO SEAWALL
ILD 13E REMOVED AFjfR THE REINFORCING
OF THE (E) UPPER SEAWALL IS COMPLETED
–�)BCONC GROIN WALLS TO REMAIN
E PROTECTED TYP
AN -n"
JOID ADDRIESS -.538 VIA LIDO NORD
NEWPORT BEACH, CA 92663
PLAN VIEW N.T.s.
LOT 510 1 TRACT 907 BLOCK
CMTRACTOR., SHELLMAKER, INC. DATE
2035 F PLACENTIA AVENUE 08/08/03
COSTA MESA, CA 92627
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paltM12380M ji; , tr�CSY GPAMTED To ii�OWIIRIJCT AND
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CITY OF NEWPORT BEACH
HARBOR PERMIT
PER.MISSION IS HEREBY GRANTED To c.oN5TR9CT Ahl;
MAINTAIN THE FACILITY SHO'AIFA ON THE REVC-RSE HEREOF,
AT THE SITE INDICATED, Suls)ECT TO THF PROV'SIONS a'
THE HARBOR PERMIT POLICIES OF NEvVpof'.T BEACH ANt
ANY SPECIAL CONDITIONS LSTEn HCREGN. 'nilS PERMV
IS NOT TRANSFERABLE WiTf-�IJLIT THL W-ZtyrE"" C'ONS ENT Of
THE CITY HARBOR COORDIiiATOR otl ell'y C()UNC4L. TH,
RIGHTS GIVEN IjNDER THIS PERMIT ARE I't'-'MISS'VE ONL,
AND THIS PERMIT MAY OF REVOKED BY THE CITY COUNCIL
IN ACCORDANCE WITH TITLE 17 OF THE MUNiCiPAL i;ODE.
cl T y HARB R 0 OR
Fighm-IT No. 4 F-.
"E"MIT
Co..- TRUCTION
DATE ............
SEE AUACHED SHEET
December 21 , 1977
f -) S--,5-3 P
CITY OF NEWPORT BEACH'
Mr. Albert Antoyan
538 Via Lido Nord
Newport Beach, CA 92663
Dear Si r:
On November 2, 1977, the Marine Department corresponded with
you in regard to a permit problem involving the above listed
property. Specifically, the pier and float at the listed
address does not conform to the Harbor Permit on file.
.We have not heard from you as of this date, and this situation
must be corrected immediately. If it is not, it will require
a new permit be applied for resulting in substantial expense
to the property owner.
At your earliest convenience, contact the Marine Department
at 640-2156 so that we can assist you in resolving this problem.
Sincerely,
GLEN E. WELDEN
TIDELANDS ADMINISTRATOR
Tony i�*Zll
Harbor Inspector
Marine Department
TM: 11
Z
d
1( '�'te
S"
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City Hall v 3300 Newport Boulevard, Newport Bea ch, California 92663
CITY OF NEWPORT BEACH
CALIFORNIA
City Hall
3300 W; Newport Blvd.
Area Code 714
640-2156
Uovember 2, 1977
Albert Antoyan Re: Harbor Permit #
0 r5-,5 3 �8'
538 Via Lido Nord 538 Via Lido N r
Newport Beach, CA 92663
Dear Sir:
The Marine Department is currently conducting inspections of all
structures on the waters of Newport Harbor for conformance with
City Council Harbor Permit Policies.
During the course of this inspection, it was noted that the structure
at the above listed address did not conform to the Harbor Permit on
file. A copy of the drawing for that permit is attached for your
reference.
Pursuant to Harbor Permit Policies and the Newport Beach Municipal
Code, a drawing accurately reflecting the dimensions and location
of the structure at the permit site must be on file with the Marine
Department.
Would you please contact Tony Melum at the Marine Department, 640-2156
between the hours of 8-10 a.m. and 4-5 p.m. at your earliest conven-
ience so we can assist you in correcting this problem.
Sincerely,
GLEN E. WELDEN
TIDELANDS ADMINISTRATOR
Tony Mel m
Harbor 7nspector
Marine Department
TM:11
DEPARTMENT OF THE ARMY
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P. 0. BOX 2711
LOS ANGELES, CALIFORNIA OW53
I May, 1975
I r P"rn a
City of Newport Beach
ATTN: Mr. Glenn Weldon,
Marine Safety Department
70 Pier Avenue
Newport Beach, CA --91-266.011
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P. 0. BOX 2711
LOS ANGELES, CALIFORNIA 90053
SPLCO—N.
11 March 1975
Mr. Albert Antoyan
c/o Gillis & Derby
2806 Lafayette Avenue
Newport Beach, CA 92660
Dear Mr. Antoyan:
In response to your request of 19 August 1974 (74-199), there are
inclosed two copies of a draft permit authorizing the construction
and installation of an additional finger float to extend 80 feet
bayward of the City Bulkhead Line.
THIS PERMIT IS NOT VALID UNTIL SIGNED BY THE DISTRICT ENGINEER.
Your attention is particularly invited to the Special Condition.
Both copies shall be signed and dated by an owner or authorized
responsible official, with his title shown thereon, and returned to.
this office. The permit will then be validated and one copy will be
returned to you. If the draft copies are not signed and returned,
within 30 days from the date of this letter, your request for the
proposed work will be withdrawn.
Sincerely yours,
1 Incl (dupe) JOHN V. FOLEY
As stated COL, CE
District Engineer
Cy Furn:
City of Newport Beach
(Marine.Safety Dept.)
MARINE DEPARTMENT
70 Newport Pier
August 12, 1974
TO: MAYOR AND CITY COUNCIL
ITEM NO. : H-13 '(a)
FROM: Marine Department
SUBJECT: HARBOR PERMIT APPLICATION #175-538 BY ALBERT ANTOYAN
TO REVISE AN EXISTING FACILITY AT 538 VIA LIDO NORD
RE -COMMENDATION
If desired, approve the Harbor Permit Application subject to:
14 The approval of the U. S. Army Corps of Engineers
2. The applicant obtaining permits for any plumbing,
electrical and fire protection installations from
applicable City Departments.
DISCUSSION
City Council approval is required under Section 5 paragraph B
which states:
"Prior approval of the City Council will be required before
the Marine Department may issue any permit that does not
conform to the standard harbor drawings and the adopted
Harbor Permit Policies."
The proposed float differs from the standard drawin g only in
configuration, not in structural design.
The proposed revisions will add a 4' x 601 finger and a 12' x 16'
headwalk to an existing 61 x 581 finger resulting in an irregular
shaped float.
The applicant desires the additional finger to provide additional
tie -offs thereby affording better protection for his boat.
R. E. RE -ED, DIRECTOR
D. liars hbarge r.
Assistant Director
Marine Department
Tidelands Operations Division
DH: GEW: 1 f
DEPARTMENT OF THE ARMY
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P. 0. BOX 2711
LOS ANGELES, CALIFORNIA 90053
Public Notice No. 74-199
5 September 1974
YOU ARE INVITED TO COMMENT ON THIS APPLICATION FOR A PERMIT
APPLICANT: Mr. Albert Antoyan
538 Via Lido Nord
Newport Beach, California 92660
ACTIVITY: Proposed construction and installation, of an additional finger,
float to extend 80 feet bayward of the City Bulkhead Line in front of
Lot 510, Tract 907, Lido Isle, Newport Beach, Orange County, California
as shown on the -drawing accompanying this notice.
PURPOSE AND USE- To provide better access to the applicant's boat.
FEDERAL, STATE AND LOCAL AUTHORIZATIONS: Approved by the City of Newport
Beach; and Application No. P-3927 filed with the California Coastal Zone
Conservation Commission -South Coast Region.
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.
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 based
on an evaluation of the probable impact of the activity on the public
interest. That decision will reflec t the national concern for both protection
and utilization of important resources. The benefit wbichreasonably
may be expected to accrue from the activity must be balanced against
its reasonably foreseeable detriments. All factors which may be relevant
to the activity will be considered; among those are conservation, economics,
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 provided upon request.
CITY.OF NU .)ORT BEACH HARBOR AF. "ICATION NO....�
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CITY OF NEWPO pi'l AE; ,
Fd A r.RR
C lRzl, AND
DATE 9
PERMISSION . vlll�-,,,
F
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SEE ATTACHED SHEET
AT TR.r. G'37Z� !LN�4Z
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ROLL CALL
�v�0-
-SY
August 12, 1974
11. The public improvements construc`�-Iad in conjunct -.o-.-,
with Tract No. 8094 (Lido ,'Park Condom-InJums',
located on the northeasterly side of" Lido Park Drive,
and in conjunction with Use Pern-.t jN�o. 16ZO, were
accepted; and the City Clerk was authorized to release
the Faithful Performance Bond and to release the
Labor and Miaterials Bond i -.,-LL six months provided t` a
no clahns have been "I'led. (A �:eport frok-ri the P&�1-.0
Works Dizector was presen-lied.
I Z.
"EX
N ^
TI -act
The installation of temporary banners and signs in
various locations throughout the Cityto advertise t., -.e S V
City Arts and Music Festival sponsored by the Ci--k'-,Y i
Arts Commission to be held September 21. (A rePoi-.
from the City Arts Con—imission was presented. )'
The following Harbor 17-ermit was approved, subject
to the prior approval of the U.S. Army Corps of
Engineers and to the applicant obtaining perrn.L.-
for any plumbing, electrical and fire protection
installations frorn applicable City departments:
Application of J. D. Mack for revision to Harbor
Permit Nos. 116-812 and 116-814 to replace one
standard "U'l shape float with a 0" wide x 571 long
float at 812 West Bay Avenue and to replace an
existing rectangular fLioat with a new 8' wide by
611 long float at 814 'West Bay Avenue. (A report
from the Marine Department was presented. )
The following maint-enance dredging harbor permit
application,were approved, subject to the conditions
of approvall under the Blanket Maintenance Dredging
Permit issued by the 'U.S. Army Corps of Engineers:
#151-IZ09, Robert Webb, IZ09 North Bay Front;
#116-816, Marie Monaco, 816 W. Bay Avenue. (A
report from the Marine ]Department was presente".
ITEMS REMOVED F.R-O-IVI THE CONSENT CALENDAR:
MiLotion
Ayes �xi X1 x X1
Abstain
!X!
X�
e r ni " s
e r rr- i z
ID r e d g in
A report frorr. t'l-.e Community Development Departmen"� S'"- o r e c i -
regarding the establishment of the n i 7 -
'� 4 -he all 4�
ame 0. L ey ane
between Seaward Road and Morning Canyon Road as
"Shorecrest Lane, " parelleling the nort"h side of East
Coast Hiahway in Corona del Mar, was postponed to
Z
August 26.
A report from the Marine Department regarding an 7 2'Z-1- G 1-
applicat4 9 !be ---,L Antoyan for revision to HarlbGr
't 175-5" ' add a 121 x 16' headwalk-to an
existing 61 x 581 finger resulting in an irregular sha-ped
float at 538 Via Lido Nord was presented.
Councilman Barrett disqua."Lified himself from voting
because of a personal conflict of interest.
Subject Harbor Per mit application was approved
Volume 28 - Page 204
A n t- c, Y a n
STATUS SHEET
HARBOR PERMITS