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HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3044 / Fax (949) 723-0589
HARBOR PERMIT/APPROVAL IN CONCEPT
HARBOR PERMIT/APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH
as required for permit application to the South Coast Regional Commission pursuant to
California Administrative Code, Sections 13210 and 13211.
General Description of Proposed Development: To reinforce the existing seawall
by utilizing Dywidag tie -backs connecting the new concrete coping to a new
continuous concrete deadman. To propose shoring along the first 8 feet of north
property line behind the seawall.
Property Address: 2619 Cove Street
Legal Description:
Harbor Permit Number: 105-2619
Plan Check Number: 1893-2010
Applicant: Bill Gross
Applicant's Mailing Address: 2619 Cove St., Corona Del Mar, CA 92625
Phone Number: 949-680-6464
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
X They comply with the current adopted Newport Beach General Plan, Municipal
Code, Title 17 and any applicable specific or precise plans or,
❑ That a variance of exception has been approved and final.
A copy of any variance, exception, conditional use permit or other issued permit is
attached together with all conditions of approval and all approved plans including
approved tentative tract maps. On the basis of this finding, these plans are approved in
concept and said approval has been written upon said plans, signed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the
Municipal Code or other regulations in any manner that would affect the use of the
property or the design of a project located thereon, this Approval In Concept shall
become null and void as of the effective date of this said ordinance.
In accordance with the California Environmental Quality Act or 1970, and state and local
guidelines adopted thereunder, this development:
Y Has been determined to be ministerial or categorically exempt.
o Has received a final Exemption Declaration or final Negative Declaration (copy
attached).
ri Has received a Final Environmental Impact Report (copy attached).
All discretionary approvals legally required of Newport Beach prior to issuance of a
harbor permit and a building permit have been given and are final. The development is
not subject to rejection in principal by Newport Beach unless a substantial change is
proposed.
This concept approval in no way excuses the applicant from complying with all
applicable policies, ordinances, codes and regulations of Newport Beach. See attached
Special Conditions.
Walters, Harbor Reso
June 10, 2011
Attachments:
Drawing
Page 2 of 2
MARK A. FALCONE
GENERAL BUILDING CONTRACTOR
CHINA COVE TRUST
2619 COVE STREET
CORONA DEL MAR, CALIFORNIA 9 2 6 6 5
HAND TRANSMITTAL SHEET
T'0: FROM-
Lisa Walters Bruce Dwyer
COMPANY: UA"I'E:.
City of Newport Beach - Harbor June 9, 2011
Resources Department
FAX NUMBER_ TOTAL NO. OF PAGES TNCLUDTNG COVER:
Two Sets Permitted Drawings + Cover
PHONE NUMBER. SENDER'S PHONE NUMBER
644-3044 949-680-6464
R F.:
Permit Drawings - Sea Wall Repairs
China Cove Trust
2619 Cove Street,
Corona Del Mar, California
92625-2813
SENDER'S FAX NIIMRF,R:
Lisa,
Attached please find two copies of the city permit set from William Simpson & Associates
for the sea wall repairs at 2619 Cove Street, Corona Del Mar 92625-2813.
As you know, the Coastal Commission is now requiring that we obtain Approval in Concept
Documentation for the sea wall repairs. They are aware that the work is approved,
permitted, built and has received final inspection.
Your approval, even though it is after the fact, will give them the paper trail that they have
requested.
Please be so kind as to provide us with what they ask.
Thank you,
Bruce Dwyer
Project Superintendent
CC: Troy Weiland, Mark Falcone
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Worksheet for Building Combo Permit Application EW'°R,
o � .
City of Newport Beach - Building Department
Please print 3 copies �u�rM�tn9 �{q�pr�SQURCESDI ,�
j;Buildmg t. Grading Drainage F Elec ( 1MAtlf+®�'pRh�n
1 Project Address (Not mailing address)
I r S Ite No
__—
1U
Tenant Name(if Applicable) F # Units (if Residential) F�:
2. Description of Work
Extg Building SF Demo Building SF F Add/Reconstruct Bldg SF
Extg Gar sf Demo Garage sf ! Add/Reconstruct Garage sf
r— New r Add r Alter F_ Demo
TOTAL BLDG SF
TOTAL GARAGE SF
F 3. Owner's Name Last �'..{l real (SVP _'FttFirst
Use
Valuation $
Cu Yd Cut
F
Cu Yd Fi I]
# Stones
Owner's Address
Owner's E-mail Address
City 5 - ,i `t�, y;'lt-iL f s _._
State ( i�
•-ar
Zip
Telephone
P
.....
F 4. ArchitectlDesigner's Name
Last>Td 1'
First F
Lic. No.
Architect/Designer's Address
Architect/Designer's E-mail Address
City F_
State �;
Zip Telephoned
F; 5. Engineer's Name Last
EirstF
Lic. No. C f
Eng`iineersAddress
Engineer's E-mail Address
j
[%rl".ok i} 1 :. f s( I
PY)G f ,t'SrvF—! $fir_, CcryU
City
I La/44-',,'7Fj'i`
State
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Zip�jt}
Telephone'-
<6. Contractor's Name Last{ l< t.-P�, First F Lic No ' ? Class
Contractors Address
City ! r.
Contractor's E-mail Address
i -� r' __ ... ......�.y
State I _. I.-•tt�-j P
�i � zg• zip 1 Tele hone
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OFFICE USE ONLY(�1'1 PERMIT N0.
GRADING P/C FEE $ FIRE P/C FEE $ PLAN CHECK NO
Rev 4/16/09 ELEC/MECH/PLUM P/C FEE $ PLAN CHECK FEE $ s "
NOTES IWU (2) PROPERLY COMPLETED ISSUANCE AND SIGNED COPIES OFITHE SPECIAL INSPECT ON
AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES DIVISION PRIOR TO
8. AS A MIINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND SHA
BE AS SHOWN ON ELEVATIONS ON (S-1) AND MUST BE ACCURATELY MEASURED I
.0 THE DEPUTY INSPECTOR, A COPY OF THE MEASUREMEN
ItH THE CITY & THE ENGINEER OF RECORD. T MUST BE SUBMITTED TO
7. SPECIAL INSPECTION FOR ALL NEW CONCRETE CONSTRUCTION, INCLUDING
REINFORCING STEEL, IS REQUIRED.
AST
THE
s
*ING
OLES
'R
'OR
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i$
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A YS
SCOPE OF WORKo
I. TO REINFORCE THE EXISTING SEAWALL. BY UTILIZING DYWIDAG TIE -BACKS
CONNECTING THE NEW CONCRETE COPING TO A NEW CONTINUOUS
CONCRETE DEADMAN.
2, TO PROVIDE SHORING ALONG THE FIRST 8 FEET OF NORTH PROPERTY LINE
BEHIND THE SEAWALL.
NOTE TO THE BIDDE &
'%f F1 R THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMLNTS AND THE SITE:
NOTIFY THE ARCHi rECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL
DISCREPANCIES RFOUIRING CLARIFICATION, PRIOR TO THE "RID SUBMITTAL
IF THE ARCHITECT ,AND/OR THE ENGINEER IS NOT NOTIFIED, AS REOUIRED PER
IrE'M #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED
T..DEQUATECONTINGENCY IN HIS HID TO COVFR AI i-r.-
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VICINITY
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SCOPE OF WORKo
I. TO REINFORCE THE EXISTING SEAWALL. BY UTILIZING DYWIDAG TIE -BACKS
CONNECTING THE NEW CONCRETE COPING TO A NEW CONTINUOUS
CONCRETE DEADMAN.
2, TO PROVIDE SHORING ALONG THE FIRST 8 FEET OF NORTH PROPERTY LINE
BEHIND THE SEAWALL.
NOTE TO THE BIDDE &
'%f F1 R THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMLNTS AND THE SITE:
NOTIFY THE ARCHi rECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL
DISCREPANCIES RFOUIRING CLARIFICATION, PRIOR TO THE "RID SUBMITTAL
IF THE ARCHITECT ,AND/OR THE ENGINEER IS NOT NOTIFIED, AS REOUIRED PER
IrE'M #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED
T..DEQUATECONTINGENCY IN HIS HID TO COVFR AI i-r.-
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T.F.............
TOP OF FOOTING
.
T.B.............
TOP OF BEAM
.
TG ...............
TAPERED GIRDER
T.G. .............
TOP OF GIRDER
THK .............
THICK
THRU....
THROUGH
L T.L. ......1......
TOP OF LEDGER
T.N. ..............TOP
OF NAILER
T.O. ..............TOP
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TOP OF PARAPET/PANEL
T,O.P. .........•
V T.O.S.
......... TOP OF STEEL
C4 TOT ..............TOTAL
TRANSF
....... TRANSFER
TRANSV
....... TRANSVERSE
TS ...............
TUBE STEEL
i S,,,,,,,,,,,,,,
TOP OF SLAB
r.W. .............
TOP OF WALL
TYP .............
TYPICAL
NOTED OTHERWISE
U,N,O.
VERT
..........UNLESS
........... VERTICAL
V,LF.
........... VERIFY IN FIELD
W/ ...............WITH
..............
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W
WIDE FLANGE
................
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............ WITHOUT
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W,R.
.............WATER RESISTANT
WT ...............
WEIGHT
WELDEDEXTRA$WIRE FABRIC
W,W.F.
.....,.
X..........
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XX ...............
.., ....... AT
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DIAMETER
........1..... PLATE OR PROPERTY LINE
STEP IN FOOTING
mcirlotis
r# ,fwoUS SPECIAL INSPECTION BY A CITY
c,.;:FzFO FOR THE FOLLOWING;
A ANCHOR BEAM) :.. ...,.NON CONTINUOUS,
OAMAGE ..•._...... ., NON-C,ONTINUOUS.
..
. NON -CONTINUOUS.
....CONTINUOUS,
,.NON -CONTINUOUS.
>.; ..,.NON-00141NUOUS,
AWMI PANEL CAY40%TE IF NOT CAST
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iaA las ()FPARTMENT ONLY, HIRED
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