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CITY OF NEWPORT BEACH 11/17/2004
FINAL LETTER - COMPLETE
HARBOR RESOURCES - 829 Harbor Island Dr., Newport Beach, CA 92660
Tom Rossmiller - 949-644-3041 Chris Miller - 949-644-3043
FIRE DEPARTMENT - P.O. Box 1768, Newport Beach, CA 92658-8915
Nadine Morris - 949-644-3105
CALIFORNIA RECREATION CO - BAYSHORES M
ATTN: JAMES MILLS
1137 BAYSIDE DRIVE
NEWPORT BEACH, CA 92625
Dear Commercial Pier Permittee,
Permit number: HC2004-021
Location : 2572 BAY SHORE DR
Status: CLOSED
This is an acknowledgement letter stating that you have successfully corrected the violations previously noted in the
City report that was sent to you earlier this year. Your docks have met the minimum standards as set by, The City of
Newport Beach Municipal Code.
Your actions will help reduce the potential for fire related injury and property damage in Newport Harbor. Please
remember that it will be your responsibility to ensure that your docks maintain this level of safety in the years to
come. The Harbor Resources and Fire Departments will be conducting routine inspections of your property in the
future.
Thank you for your compliance. Please feel free to give us a call if you should have any additional questions.
DATE COMMENTS
CHRIS MILLER - HARBOR RESOURCES SUPERVISOR
NADINE MORRIS - FIRE DEPARTMENT 17VSPECTOR
Page I of 1
CITY OF NEWPORT BEACH
E
CORRECTIONS INCOMPLETE
HARBOR RESOURCES - 829 Harbor Island Dr., Newport Beach, CA 92660
Tom Rossmiller - 949-644-3041 Chris Miller - 949-644-3043
FIRE DEPARTMENT - P.O. Box 1768, Newport Beach, CA 92658-8915
Nadine Morris - 949-644-3105
Issuance Date : 10/27/2004
CALIFORNIA RECREATION CO - BAYSHORES M
ATTN: JAMES MILLS
1137 BAYSIDE DRIVE
NEWPORT BEACH, CA 92625
Dear Commercial Pier Permittee,
Permit number: HC2004-021
Location : 2572 BAY SHORE DR
Status: OPEN
I Z_q- 7- 5?Z
This is an acknowledgement letter stating that you still have one or more outstanding violations to be corrected as
part of the commercial fire code inspection program. Please see the attached report outlining the remaining
violations.
These violations must be completed within 14 days of the issuance of this notice. Once corrected, please call Chris
Miller at (949) 644-3043 for re -inspection.
If the deficiencies remain, the City may issue an Administrative Citation for each offense pursuant to the Newport
Beach Municipal Code Chapter 1.05 - Administrative Citations. The first citation is $100.00, the second is $200.00,
the third and subsequent citations are $500.00.
Thank you for your immediate attention to this matter. Please feel free to give us a call if you should have any
additional questions.
CHRIS MILLER - HARBOR RESOURCES SUPER VISOR
NADINE MORRIS - FIRE DEPARTMENT INSPECTOR
Page I of2
CITY OF NEWPORT BEACH
E -
CORRECTIONS INCOMPLETE
TO
HARBOR RESOURCES - 829 Harbor Island Dr., Newport Beach, CA 92660
Tom Rossmiller - 949-644-3041 Chris Miller - 949-644-3043
FIRE DEPARTMENT - P.O. Box 1768, Newport Beach, CA 92658-8915
Nadine Morris - 949-644-3105
Issuance Date : 10/27/2004
CALIFORNIA RECREATION CO - BAYSHORES M
ATTN: JAMES MILLS
1137 BAYSIDE DRIVE
NEWPORT BEACH, CA 92625
DATE COMMENTS
Permit number: HC2004-021
Location 2572 BAY SHORE DR
Status : OPEN
I Standpipe Signage 10/13/2004 Provide appropriate signage on fire department connection located off Bay Shore Drive; west side of
parking lot. I See "Marine Dock Fire Equipment Maintenance Program" document in binderl 2001
California Fire Code Article 10 Section 1001.8
- Other 10/13/2004 All standpipe inlets shall be provided with caps. Provide caps on fire department connection off Bay
Shore Drive. 2001 California Fire Code Article 10 Section 1001.8
Rep1c conduit/fittings disrepr 10/13/2004 Slip 80 and at phone booth by gangway: Shore cord / conduit has wires exposed. Repair cord
conduit so that the outer sheath / conduit is properly seated in fitting.
CHRIS MILLER - HARBOR RESOURCES SUPER VISOR
NADINE MORRIS - FIRE DEPARTMENT INSPECTOR
Page 2 of 2
LA
BE LLPO R 071*
July 28, 2004
City of Newport Beach
Harbor Resources Division
Mr. Chris Miller
P. 0. Box 1768
Newport Beach, CA 92663
Dear Mr. Miller:
1 3z- -2,01
�Zoo - 1001
This is to advise that all items mentioned in the Inspection Checklist for Commercial
Docks have been corrected at Bayshore, Balboa, Bayside and Villa Cove marinas.
In reference to the multiple berthing issue, the tenant has been notified in writing to
remove additional vessels from slip 74 at Bayshore by August 24, 2004.
For your information Bayshore, Balboa, Bayside and Villa Cove will be managed by The
Irvine Company effective August 1, 2004. Please contact Mr. J. Mills at 949-721 -0111 if
you have fiti-ther questions.
Sincerely,
Andrew M. Fite
Chief Operating Officer
cc: J. Mills
California Recreation
Corporate Office 101 Shipyard Way, Suite M, Newport Beach, CA 92663 Tel: 949.723.7780 Fax: 949.723.7786 www.bellportgroup.com
Arcese, Lorrie i
From: Arcese, Lorrie
Sent: Wednesday, July 21, 2004 8:12 AM
To: Carney, Seanne
Subject: California Recreation Company
Cal Rec will take back management from BellPort beginning August 1, 2004 on the following properties:
Bayside Marina - CP101 11371, 1137 Bayside Dr.
Villa Cove Marina - CP2001 0011, 1001 Bayside
Balboa Marina - RP 1320201, 201 Coast Hwy E
Bayshore Marina - RP12925721, 2572 Bayside Dr.
Please change the billing to: Cal Rec
James Mills, General Manager
1137 Bayside Dr., Newport Beach, CA 92625-1706
(949) 720-2141
Thanks, Lorrie
y'wpo
J
ZL_4'**rF �OV7_2�;
POSTDREDGING
COMPLETION REPORT
The shall send one (1) copy of the post -dredging report for each conipluLed llldividuol
dred g project to the Corps and the CCC documenting compliance with Lill gencral '1110
conditions defined in this permit. The post -dredging report shall be sent within 45 days
after#mpletion of the complete individual dredging project auth0TiZ,(%d in thiS P011-11it'. Th'�
post4fredging report shall include the following information for the cornpl%'WO illkl(VidUO(
dred#Jng project
1, p"t Nualber. 129-2572
2. SOWDate: , 3/9/01 Completion Date:
I T$W dredged material to Beach.- 60 cubic yards
to Sea (LA3):
4. Niode of dredging and transportation, and method and frequency of disposal:
Hydraulic suction transported through a pipeline onto.
adjacent beach.
5. tug or other vessel logs documenting contact with USCG MSOLong
iO the LA -3 ocean disposal site,
6M Contact: Yes X No;
6.' ic�m of dredged ma—terial: Slurry X
Cohesive
7. Orocedure and location where the disposal barge or scow was wishc,d:
No washing necessary.
8. A certified report from the dredging site inspector and the captain of any
g or
*ed to transport and dispose of dredged material at LA -3 indicating all general M -1d I
p*rn-dt conditions were met. Any violations of the permit shall be explained indo(ofl,
COnditioning permits were met- Yes X No
9. Abbt-Pro*ct surveys of Eelgrass beds potentially affected l -)y dw.
Not necessary as no eelgrass was identified in'dredging
area.
10. Me post -dredging report shall be signed by a duly authorized represonwov(, of, th'.
p6rmittee. The permittee's representative shall make the following certification:
I oertify under penalty of Law that this docitment and all attachtnents uvre prelifired ifitdt'r mj/
#rction or supervision in accordana, Teith a sysfeyu designed to ertsure that quidified
p*operly gather and ezWuate the injbrmation submitted. Based on Pity inquiry oJ' Ihe 1h.-rSoll
ptrsonS Who manage the systern, or those directly responsible Abr gadwritig the infi;i-mattoti. th"
ilbrnwhon submitted is, to the best of ruy knowledge and belief true, ac(,.,l i Ill te, ION/ corn.oh'ic ! '1111
a"re that there are si"cant penWtie$for submittingfalse information, lnclrtdin,',�
)* and imprisonmentfor knmeing violations.
5ignawre
CITY OF RF-WPORT BEACH FIRE MARINE. DEr-",,RTMENT
HARBOR,- -JRMIT APPLICATION
BF (Please print air formation)
t 57
7 AMIN-Isn# ql,('� — Gc4 L4 - 9-1-30
3. New Construction Revision Maintenance Dredging X
4. Fee Check No- 2 2 Qq Date I Z_ /c-1 /oo
5. Brief Descrillptfon of propoe9d Work: qF-PIAE--i W-^7ffx_J:;-
T 7 -1--
6. Submit 8 112- x 11- Drawings (3), Include:
1). Location and dimension Of Proposed structure including piles and location of existing structuresl�ct�c_�P
on adjecent properties. 11/4 coo I �tl)
2). Location of bulkhead, Plerhead and praiject lines. St
3). Location Of property lines. 141V Re9i-or�
4). Location of channel markers within 200 fbet 6- 200,
5)- Lot sizes and lot numbers, if avallab C "I � /, � �,
le. S;� OR,
.8)- E)datlng ground Profile beneath proposed structure. C'O
7). Elevation of top and bottom of bulkheads and piles with respect to M-L.L.W.
8). Area and profile of any proposed dredging with elevations showing depths with respect of M. L. L. W.
9). Any special conditions affecting the construction or aftcting boating operations.
10).Complete all infOrmation required in information block, bottom of sheet Note that the OWNER,
of the property Is the applicant
11).Drawing size shelf be 6 - la"x 11-.
12).Scale shelf be adequate to clearly show the above inflormation.
13).ExIsting structures shall be shown in light dashes. New work shall be shown in heavy solid lines.
7. Owner -Builder Declaration must be completed (an reverse side of this sheet)
8- ApplicarWgiAgantes Signature: — " I Date:
Joint Permftfts Signature (If applle*km: Date: 60
9. Work can begin once the City has received evidence of the flollowing additional approvals and you have
been notified to Proceed. If YOU begin prior to the noUce you will be in viOlatiOn of the NewportSeach
municiPal Code and subject to penejUgs.
10. Your P*nnit will not be final until we have conducted an on site inspection once construction is
completed as par Municipal Code, Section 17.24, If we have not been contacted fbr a final inspection.
OFFICE USE'ONLY
- Approval in Concept.
APPrOv8f Of the City Of Newport Eleach Council.
Approval of the Army Corps of Engineers
Approval of the California Coastal Commission.
Approval of the City's Public Works Department
Approval Of the City's Building Department
Approval of County of Orange,
Electrical and/or Plumbing perrrdt (Building Department)
Issued. (Permit In stamped dravring)
$Me ln*Pw@cticn, (call 6"-3043 for apPoirdment)
SRO Re4napectfon
Canditiorn:
Date
Date
Date 1JIvId
Dateh k
Date
Date
Date
Date
Date
Date
Date
DREDGING APPLICATION
Project Location. 2-G-72
Latitude/Longitude:
Cubic Yards to be Dredged: A.�240JZDX, �00
Method of Dredging: 4t-1cAvcLLxL,- 1-,t
F, MT INO. Z, - 71-1
`�o
4cl-041, '0-�i
Nature of Dredged Material (Grain size data): ReO-r�-e Set--A'7TA-c-aocQ
Disposition of Dredged Mater ial: r7ii 0r�� bo� Q -a-
.. Method of Material Disposition: 'beckc-�P,
Effect of Dredging on Contiguous Bulkheading and Beaches:
Project Begins:
Project End5:
06 %11
1,Lorenzo C. Miller '(Applicant/ Applicant's agent), hereby certify that I havQ rQ�ld (11"
U S. Army Corps of Engineers permit, RGP#54 and the California Coastal Commission pvrmi�
#5-99-282 for maintenance dredging in Newport Harbor and that I will comply withall of t1i,
conditions of those permits. I will further hold the City harmless from and indemnify th�:rn.
against any claim for darna es arising out of the exercise of these permits, In addit (*
9 1 )n,
applicant shall reimburse the City of Newport Beach for all attomey's fees and othcr cor,,
expended by them in defending any claim, lawsuit, or judgement arising out of thcictivi tiQ-, (:1
the applicant carried on under the authority of such permit.
SEAN M. WALSH, BELLPORT GROUP
Applicant - Please Print
ct
]D�te
LORENZO C. MILLER, SHELLMAXER
Contractor - Please Print
Signed: 1 0
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&1�1;plicant/ Agent
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EEL GRASS INSPECTION
NO EEL GRASS WITHIN 1 FOF PROJMT
EEL GRASS IN THE PROJECT AREA
9IGNATURE
7'Z -71
PERMIT # 77AT—Er
2-5
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CY 7- 4-2 0 3
7-0 A
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2-5-72
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EEL GRASS INSPECTION
NO EEL GRASS WITHIN 1 FOF PROJMT
EEL GRASS IN THE PROJECT AREA
9IGNATURE
7'Z -71
PERMIT # 77AT—Er
(qlq q) E Ll e - 55 E- 5
c-,qx-1 7-:5
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2-5-72
Shellma-ker 1�)c.
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CITY OF WORT BEACH FIRE MARINE DE,,—�)RTMENT
HARBOR*�R APPLICATION (Please� print all information)
Q 2cl-ci 9s, L
roperty Owner)
— -- - I
3. Now Construction
4. Fee
5. BrW D"CrIptIon Of proposed
C-421 , ��'2 6 2 57 q --O - G(4 Y - 9-130
/ Pl- 2-5'7
aal Harbor Permit Num6e-r—
Revision Maintenance— Dredging X
Check No. 2 2 Date I Z- /0-1 /60
Work pshly- -7 e7 -41q-
6. Submit 8 112" x 111" Drawings (3), Include:
1). Location and dimension of proposed structure including piles and location of existing structures.
on adjacent properties.
2). Location of bulkhead, pierhead and pmject lines.
3). Location of property lines.
4). Location of channel markers within 200 feet
5). Lot sizes and lot numbers, if available.
6). Existing ground profile beneath PmPosed structure.
7). Elevation of top and bottom of bulkheads and Piles with respect to M. L. L.W.
8). Area and profile of any proposed dredging with elevations showing depths with respect of M. L. L. W.
9). Any special conditions affecting the construction or affecting boating operations.
10).Complete all information required in information bi k, b om of sheet. Note that ft 0 ER,
of the property is the applicant oc Ott WN
I 1).Drawihg size $hall be 8 - la, xI In.
12).Scale shall be adequate to clearly show the above information.
13).Existing Structures shall be shown in light dashes. New work shall be shown in heavy solid lines.
7. Owner -Builder Declaration must be completed (an reverseside of this sheet)
8. ApPlicant's/Agenre ftnaturs. Date: — Q /I �46 0
Date:
Joint Permfte Signature (11 aPPII b :
9. Work can begin once the City has received evidence of the following additional approvals and you have
been notified to proceed. If you begin prior to the notice you will be in violation of the Newport Beach
Municipal Code and subject to peneffles.
10. Your Permit will not be final until we have conducted an on site inspection once construction is
completed as per Municipal Code, Section 17.24, If we have not been contacted fbr a final inspection.
OFFICE USEONLY
— Approval in Concept
Approval of the City of Newport Beach Council.
V Approval of the Army COrPs of Engineers
Approval of the California Coastal Commission.
Approval of the City's Public Works Department
APPrOvsl Of the City's Building Department
Approval of County of ()range.
EWcticgl and/or plumbing permit (Building Department)
Issued. (POrmit IN Stamped drmWng)
SK8 InSPection. (call 64"043 for appointment)
Sft Re4napoction
Conditions:
Date
Date
Date
Date
Date
Date
Date
Date
Date
Date
Date
DREDGING APPLICATION
Project Location: 2—S-72
Latitude/ Longitude:
Cubic Yards to be Dredged: A-DD2o x 1,0
Method of Dredging:
Nature of Dredged Material (Grain size data):
Disposition of Dredged Mater ial: r
,.Method of Material Disposition:
Effect of Dredging on Contiguous Bulkheading and Beaches:
Project Begins:
Project End5:
P,zr, MIT NO.
1,Lorenzo C. - Mille (Applicant/Applicant's agent), hereby certify that I havc r-Q,ld th,,�
U S. Army Corps of Engineers permit, RGP#54 and the California Coastal Comrni�;I;ion pvrm i
#5-99-282 for maintenance dredging in Newport Harbor and that I will comply with all of tll�
conditions of those permits. I will further hold the City harn-dess from and ind'errin' fy (hk:vn
against any claim for damages arising out of the exercise of these permits, In additi(,)n, 1-i,� th,
applicant shall reimburse the City of Newport Beach for all attorney's fees and othcr co"t"
expended by them in defending any claim, lawsuit, or judgement arising out of
the applicant carried on under the authority of such permit.
BEAN M. WALSH, BELLPORT GROUP
Appl1ca-nt - Please Print
p I ( ci Lco
D�te
LORENZO C. MILLER, SHELLMAKER
Contractor - Please Print
Signed:
Applicant/ Agent
C/ r air Nd�,00-fr 6-04CIV
ro ev., 6rvt.4 117 $7,
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EEL GRASS INSPECTION
NO EEL GRASS WITHIN 15'OF PROW
EEL GRASS IN THE PROJECT AREA
IGNATURE
7,—. /'2-
L E 2- /�z
. .
PERMIT # DATV
c,-44-17:5 IV41,f !9H4Fl.1-MAK4-:tq
INC.
C7 7-o 4'e, Zz-A cr 0 q-5-
-lo,5 4cogess 25-72
Shellmo-ker /i -c,
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(q,qq) S44 e -53 S-5
rEs Of
DEPARTMENT OF THE ARMY
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P.O BOX 532711
LOS ANGELES, CALIFORNIA 90053-2325
January 12,2001
REPLY TO
Office of the Chief
Regulatory Branch
Mr. Sean M. Walsh
Bellport Group
c/o City of Newport Beach
Attention: Tony Melum
P.O. Box 1768
Newport Beach, California 92658-8915
Dear Mr. Walsh:
This is in reply to your application (File No. 200100478 -SMS) dated January 2, 2001, for a
Department of the Army Permit to maintenance dredge approximately 60 cubic yards (cy) of
material for beach disposal located just bayward of 2572 Bayshore Drive, in Newport Bay, in
the City of Newport Beach, Orange County, California.
Based on the information you have provided, the Corps of Engineers has determined that
your proposed activity complies with the terms and conditions of Regional General Permit
(RGP) No. 54.
As long as you comply with the general permit conditions of RGP No. 54, an individual
permit is not required. This letter of verification is valid until July 24, 2005, when RGP No. 54
will expire. A general pern-dt does not grant any property rights exclusive privileges. Also, it
does not authorize any injury to the property or rights of others or authorize interference with
any existing or proposed Federal project. Furthermore, it does not obviate the need to obtain
other Federal, State, or local authorizations required by law.
Thank you for participating m our regulatory program. If you have any questions, please
contact Susan M. Sturges of my staff at (213) 452-3418.
Sincerely,
Mark Durham
Chief, South Coast Section
Regulatory Branch
STATE OF CALIFORNIA - THE RESOURCES AGENCY GRAY DAVIS, Govemor
CALIFORNIA COASTAL COMMISSION
South Coast Area Office
200 Oceangate, Suite 1000
Long Beach, CA 90802-4302
(562) 590-5071 January 10, 2001
Mr. Tony Melum
Division of Harbor Resources
City of Newport Beach
P.O. Box 1768
Newport Beach, CA 92658-8915
Subject: Condition Compliance — Coastal Development Permit 5-99-282
& Conformance with Consistency Certification CC -078-99
Dear Mr. Melum:
Commission staff have received information subr-nitted as evidence of compliance with
Coastal Development Permit 5-99-282 and/or as evidence of conformance with Consistency
Certification CC -078-99 for the following sites in the City of Newport Beach:
City Harbor Permit #
Site Address
. Date
Beach
Ocean
Received
Disposal?
Disposal?
(Yes/No)
(Yes/No)
129-2572
2572 Bayshore Drive
1/5/2001
Yes
. No
Commission staff have reviewed the information submitted and determined that the above
referenced dredging event conforms with Consistency Certification CC -078-99 and that no
further federal consistency review is necessary from the Commission for the dredging
component of the project. In addition, the proposed beach disposal has been reviewed and
found by the Executive Director to be consistent with Special Conditions 1, 2, and 3 of
Coastal Development Permit 5-99-282. No further review is necessary from the Commission
for the beach disposal components of the project.
Please be advised that only the project described in the materials submitted for the sites listed
above have been found to conform with Consistency Certification CC -078-99 and/or conform
with the terms and conditions of Coastal Development Permit 5-99-282. Any chan,ge in the
project may cause it to lose its status as consistent with CC -078-99 and/or CDP 5-99-282.
This certification is based on information provided by the recipient of this letter. If, at a later
date, this information is found to be incorrect or incomplete, thisletter will become invalid,
and any development occurring at that time must cease unitil a new determination regarding
conformance with CC -078-99 and/or CDP 5-99-282 is obtained.
If you have any questions, please contact me at (562) 590-5071 or Mr. James Raives at
(415) 904-5200.
:Sincerely
arl Schwingg
Coastal Program Analyst
Cc: Mr. James Raives, California Coastal Commission
Ms. Susan Sturges, U.S. Army Corps of Engineers
STATEOF CALIFORNIA —THE RE,
COASTAL COMMISSION
SOUTH COAST DISTRICT
PO Sox 1450
200 Oceangate, 10th Floor
LONG BEACH, CA 90802-4416
(562) 590-5071 FAX (562) 590-5084
www.coastal.ca.gov
Izq -
SCHWARZENEGGER, Governor
NOTICE OF PERMIT WAIVER EFFECTIVENESS
DATE: August 14, 2008
TO: The Irvine Company, Attn: Dean S Kirk
FROM: Peter M. Douglas, Executive Director
SUBJECT: Waiver De Minimis Number 5-08-133-W
Please be advised that Waiver Number 5-08-133-W, which was reported to the Commission
on August 7, 2008, became effective as of that date. Any deviation from the application and
plans on file in the Commission office may require a coastal development permit for the entire
project.
APPLICANT: The Irvine Company, Attn: Dean S Kirk
LOCATION: 2550/2570 Bayshore, Newport Beach (Orange County) (APN(s) 049-177-39, 049-
177-42)
DESCRIPTION: Repair of approximately 276 linear feet of concrete sheetpile bulkhead
consisting of concrete spall repair applied by hand patch and trowel;
concrete spall repair by form and pour cast -in-place; anti -corrosion coating
Of reinforcing steel; concrete crack repairs by epoxy injection; application of
migrating corrosion inhibitor; and -routing and sealing of all joints between
the concrete sheet piles. Also proposed are minimal parking lot
improvements including new signage, re -paving, re -striping; and the
remodel of existing bathroom facilities
Should you have any questions, please contact our office.
cc: Local Planning Dept.
U R S Corporation, Attn: Gregory L. Asher, Sr.
Sincerely,
PETER M. DOUGLAS
Executive Director
By: LILIANA ROMAN
Coastal Program Analyst
(C CALIFORNIA COASTAL COMMISSION
-,3TATE OF CALIFORNIA - THE RESOURCES AGENCY ARNOLD SCHWARZENEGGER, Govemor
CALIFORNIA COASTAL COMMISSION
South Coast Area Office
200 Oceangate, Suite 1000
Long Beach, CA 90802-4302
(562) 590-5071 (a
July,24, 2008
URS Corporation, Attn: Randy Mason
5772 Bolsa Avenue, Suite 100
Huntington Beach, CA 92649
SUBJECT: Waiver of Coastal Development Permit Requirement/De Minimis
Developments -Section 30624.7 of the Coastal Act
Based on your project plans and information provided in your permit application for the
development described below, the Executive Director of the Coastal Commission hereby waives
the requirement for a Coastal Development Permit pursuant to Section 13238.1, Title 14, California
Code of Regulations. If, at a later date, this information is found to be incorrect or the plans
revised, this decision will become invalid; and, any development occurring must cease until a
coastal development permit is obtained or any discrepancy is resolved in writing.
WAIVER#: 5-08-133 APPLICANT: The Irvine Company, Attn: Dean Kirk
LOCATION: 2572 Bayshore Drive, Newport Beach (Orange County)
PROPOSED DEVELOPMENT: Repair of approximately 276 linear feet of concrete sheetpile
bulkhead consisting of concrete spall repair applied by hand patch and trowel; concrete spall repair
by form and pour cast -in-place; anti -corrosion coating of reinforcing steel; concrete crack repairs
by epoxy injection; application of migrating corrosion inhibitor; and routing and sealing of all joints
between the concrete sheet piles. Also proposed are minimal parking lot improvements including
new signage, re -paving, re -striping; and the remodel of existing bathroom facilities
RATIONALE: The subject site is a 129 slip private marina located in Newport Beach between- the
first public road and the sea. The proposed project is for repair maintenance work (non-exempt
due to location) to an existing bulkhead providing protection to a marina facility and parking lot. No
seaward encroachment of the bulkhead is proposed. The proposed remodel of the two separate
bathroom structures is for ADA compliance and will not result in an expansion of the existing
structures. No new pilings are proposed. No wo'rk to the gangway or floating docks is proposed.
As proposed, the majQrity of work will take place from the landward side using a crane, only a
quarter of the work will necessitate water side access utilizing a temporary Tx6floating platform.
Best management practices are proposed to ensure debris does not enter into bay waters. No
eelgrass is present in the project area and no impacts to eelgrass are anticipated. The project will
not adversely impact public coastal views, coastal access, coastal resources, or public recreation.
Additionally, the proposed development will not prejudice the City's ability to prepare a Certified
Local Coastal Program and is consistent with the land use designation in the City's certified Land
Use Plan, past Commission actions in the area and Chapter Three policies of the Coastal Act.
This waiver will not become effective until reported to the Commission at �their August 6-8, 2008
meeting and the site of the proposed development has been appropriately noticed, pursuant to
13054(b) of the California Code of Regulations. The enclosed Notice Card shall remain posted at
the site until the waiver has been validated and no less than sev.Ti days prior to the Commission
hearing. If four (4) Commissioners object to this waiver per req u nts, a coastal
development permit will be required.
by:
PETER DOUGLAS KARL SCHWING
Executive Director Supervisor Regulation and Planning
cc: Commissioners/File
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: Seawall Repair. Maintenance and
repai-r-of-the-exL4h3g-se-aw-atL Crack repair, repair of reinforcing bars and repair of
concrete spalls.
jProperty Address: 2550/2570 Bay Shore Dr.
Legal Description:
[Harbor Permit Number: 129-2572
IPlan Check Number: 0782 1 2 1 008
jApplicant: URS Cash & Associates/Irvine Company
Applicant's Mailitig Address: 5772 Bolsa Ave., Huntington Beach, CA 92647
Phone Number: (714) 895-2072
-1 -have -reviewed th-e- pl-arts 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
�( They comply with the current adopted Newport Beach General Plan, Municipal
Code, Title 17 and any applicable specific or precise plans or,
o That a variance of exception has been approved and final.
A copy of any variance, exception, conditional use permit or other issued permit is
attached together with all conditions of approval and all approved plans including
approved tentative tract maps. On the basis of this finding, these plans are approved in
concept and said approval has been written upon said plans, signed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the
Municipal Code or other regulations in any manner that would affect the use of the
property or the design of a project located thereon, this Approval In Concept shall
become null and void as of the effective date of this said ordinance.
in accordance with the California Environmental Quality Act or 1970, and state and local
guidelines adopted thereunder, this development:
)� Has been determined to be ministerial or categorically exempt.
o Has received a final Exemption Declaration or final Negative Declaration (copy
attached).
o Has received a Final Environmental Impact Report (copy attached).
All discretionary approvals legally required of Newport Beach prior to issuance of a
harbor permit and a building permit have been given and are final. The development is
not subject'to rejection in principal by Newport Beach unless a substantial change is
proposed.
This concept approval in no way excuses the applicant from complying with all
applicable policies, ordinances, codes and regulations of Newport Beach. See attached
Spealall Conditions.
4 -
Walters, Harbor Resources
May 8, 2008
Attachments:
fteks-heet for Bu ilding Rehm- it Application
Drawing
Pier Conditions
Page 2 of 2
Worksheet for Building Combo Permit Application
City of Newport Beach - Building Department
Please print 3 copies
�1_1 uilding F- Grading F -Drainage F- Elec F- Mech
1. Project Address (Not mailing address)
,�5-7,2, MV SqORE (ID BF f;za)�S� M
Tenant Name(if Applicable)
2. Description of Work
F SENA-ALL- Ra��R co N) CR_z:.XL VV\PV ) (�)71
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Exist Gar SF F Demo Garage SF F AddlReconstruct Garage SF
F- New F_ Add F_ Alter F -Demo TOTAL HOUSE SF F
TOTAL GARAGE SF
Check ADorooriate Box for ADDlicant
F Plum
(9
Floor Suite No
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# Units (if Residential) F
Use I" P,\ �JA
Valuation $ 1 75� 00D
# Stories
Cu Yd Cut FO
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3. Owner's Name Last JR\.)jtQE (\
��First
Owner's Address Owner's E-mail Address
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city State Fb�_ ZiPF Telephone(q") 721-M.A�
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city State Zip Telephone
Engineer's Name Last Fi
T r-- I V -K Lic. No.
Utneer.s Address Engineers E-mail Address
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city fAkWqN),O'V�>\ �3e_" State Zip Telephone (71 b- -_Z03
r- 6. Contractor's Name Last F Firsd Lic. No. F_ Class F_
CITY OP NEWPORT BEAr,H
Contractors Address Contractor's E-mail Address
I AN 2 3 2008
city State F_ zip Telephone
OFFICE USE ONLY ENERGY P/C FEE $ PERMIT NO. M2C_z&-03X
-&��/C FEE $ PLAN CHECK NO.
Rev 111810, LEC/MECH/PLUM P/C PLAN CHECK FEE $
r it.Form__-
Please print 3 copies
Worksheet for Building Combo Permit Application
I I City of Newport Beach - Building Department
r5,90ding F- Grading F -Drainage F- Elec
1. Project Address (Not mailing address)
Fd_,,5!&DeA\/ siw��
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2. Description of Work DO? AT R a [A fWAY11A
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# Units (if Residential)
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Valuation $ 5
# Stories
TOTAL GARAGE SIF
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COMOANK
Owners Address
Owners E-mail Address
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city F State F
Zip Telephone(! 0972-1-011
4. Arch itect/Designer's Name Last First Lic. No.
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Architect/Designer's E-mail Address
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city State F_
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WEngineer's Name LastT�_!
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First Lic. No. F_ Class F_
APR, 2 3 7009
Contractors Addres s
kddress
city State F
Zip Telephonel
OFFICE USE ONLY ENERGY P/C FEE$
PERMIT NO.
$ 0
PLAN CHECK NO.
Rev 1118107 ELEC/MECHI/PLUM P/C
PLAN CHECK FEE $ ID
Print Form Worksheet for Building Combo Permit Application
_1 City of Newport Beach - Building Department
Please print 3 -copies (9
X uilding f— Grading F -Drainage F- Elec F- Mech Plum
VB,
1. Project Address (Not mailing address) �-M M (;��r_L)Nsw Vo �S(eo
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2. Description of Work
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TOTAL GARAGE SF I
Check Appropriate Box for Applicant
Floor Suite No
F_ I-
# Units (if Residential) F
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Valuation $ Its, DO D
# Stories F
Cu Yd Cut F
Cu Yd Fill F
Y I Owner's Name LasttmE I RQ\N)F— CcMPAWYfirst
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'CIA Arch itect/Designer's Name Last First Lic. No.
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Architect/Designees E-mail Address
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Engineer's Address fWoj
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OFFICEUSEONLY ENERGYP/CFEE$
PERMIT NO.
TI -W QI2 A DI 4G-eie-rEE $ -7
P> PLAN CHECK NO.
Rev 1118107 ELEC/MECH/PLUM P/C PLAN CHECK FEE $ C', A,,,
:; ::L:-- &
(:7 -7
TRANSMITTAL
To: Attn: Lisa Walters Date: April 24, 2008
Harbor Resources
829 Harbor Island Drive
Newport Beach, CA 92660
Project: BAYSHORE MARINE
SEAWALL REPAIR PROGRAM
URS File: 30990055.00003
WE TRANSMIT: F_X_� FOR YOUR USE = PER YOUR REOUEST = FOR REVIEW & COMMENT
VIA: = US MAIL = OVERNIGHT = UPS = COURIER = HAND = PICKUP
ITEM(S) BEING TRANSMITTED: ORIGINAL(S) DRAWING (S) MEETING NOTES
BLUELINE(S) SPECIFICATIONS CORRESPONDENCE/MEMO
SEPIA MYLAR(S) CALCULATIONS PROPOSAUSOCI
SEPIA VELLUM(S) SHOP DRAWING(S) SF254/SF255
PHOTOCOPIES REPORT(S) X OTHER
#OF
COPIES
DATE REV.
DESCRIPTION
1
4/23/2008
Project Plans 8-1/2 x 11 and 11 x 17
1
4/23/2008
City Building Permit Fee Receipt
REMARKS
Please contact me if you have any questions or require additional information.
= PLEASE SIGN & RETURN COPY
FROM: -Gregory L. Asher Sr.
WITH COPIES TO: URS/CASH &ASSOCIATES
5772 Bolsa Avenue, Suite 100
Huntington Beach, CA 92649
WITH COPY OF TRANSMITTAL TO: Mail: P.O. Box 2715, Huntington Beach, CA 92647
(714) 895-2072 FAX (714) 895-1291
IF ENCLOSURES ARE NOT AS DESCRIBED, PLEASE CONTACT OUR OFFICE****
CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
P.O.BOX 1768, NEWPORT BEACH, CA 92658, (949) 644-3288
FEE RECEIPT
TARGETDATE.
Date Plan Check Nocg-�. 24ZIK Received byk ICA
I)ES i, o
Received from �ob Adiess
Building Plan Check .......... ... 0!Mq ...................... 2900-5002
Harbor Resource Plan Chect(Building) ...................................... 2900-4627 $
Zoning Plan Check ....................................................................... 2700-5003 $
Grading Plan Check ..................................................................... 2900-5004 $-
Fire Plan Check ............................................................................. 2330-5055 $
Electrical Plan Check .................................................................... 2900-4612 $
PlumbingPlan Check .................................................................... 2900-4616
Mechanical Plan Check ................................................................. 2900-4618
Harbor Resources Plan Check ...................................................... 2370-4654 $
Overtime Plan Check - Building ................................................... 2900-5023 $
Overtime Plan Check - Grading ................................................... 2900-5004 $
Overtime Plan Check - Planning .................................................. 2700-5003 $
Preliminary Code Compliance Review ......................................... 2900-5002 $
Reinspection B E M P/Special Inspection ..................................... 2900-5008
ReinspectionFire .................................... I ...................................... 2330-5050
Temporary Certificate of Occupancy ............................................ 2900-5008 $
Underground Utilities Waiver ...................................................... 010-2225 $
Energy Compliance ...................................................................... 2900-5017 $
Planning Department Fees ........................................................... 2700-5000 $
Sale of Maps & Publications (Planning) ........................ fi.k ............ 2700-5812 $
Determination of Unreasonable Hardshipp.00 -5018 $
. ..................... 2900
Public Works Plan Check ..................... 61*e . .............. jg% .............. 5200-5002 $
15 'V'
.............. . . ...................... 010-2201 $
Performance Deposits (Refundab40- '�k
Records Management Fee (Copies) ............ V� ............................... 010-2263 $
Other(Specify) .............................................................................. $
TOTAL FEES $ Im,
For Plan Check status log on to:
www.city.newport-beach.ca.us/buildin
select On -Line Services or call (949) 644-3255 Fee Receipt No.��-
NOTICE: PLAN CHECK EXPIRES 180 DAYS FROM DATE OF SUBMITTAL.
(f\feercpt. 6/05)
CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
P.O.BOX 1768, NEWPORT BEACH, CA 92658, (949) 644-3288
FEE RECEIPT
TARGET DATE
Date Plan Check Nop-78a-?C� Received by: 4.4%
Received from Job AdUess
Building Plan Check ........................ ........ ..... . ........ .. 2900-5002
....... -4627
Harbor Resource Plan Check (Building). .. ......... .. 2900
ZoningPlan Check ....................................................................... 2700-5003
GradingPlan Check ..................................................................... 2900-5004
FirePlan Check ............................................................................. 2330-5055
ElectricalPlan Check .................................................................... 2900-4612
Plumbing Plan Check .................................................................... 2900-4616
Mechanical Plan Check ................................................................. 2900-4618
Harbor Resources Plan Check ...................................................... 2370-4654
Overtime Plan Check - Building ................................................... 2900-5023
Overtime Plan Check - Grading ................................................... 2900-5004
Overtime Plan Check - Planning .................................................. 2700-5003
Preliminary Code Compliance Review ......................................... 2900-5002
Reinspection B E M P/Special Inspection ..................................... 2900-5008
ReinspectionFire .......................................................................... 2330-5050
Temporary Certificate of Occupancy ............................................ 2900-5008
Underground Utilities Waiver ...................................................... 010-2225
Energy Compliance ...................................................................... 2900-5017
Planning Department Fees ........................... ....................... 2700-5000
Sale of Maps & Publications (Planning) .....
............
2700-5812
Determination of Unreasonable Hiamwpl ................. 2900-5018
Public Works Plan Check ........................... N?.? . . ... ................ 5200-5002
Performance Deposits (Refundable) ............................................. 010-2201
Records Management Fee (Copies) ............................................... 010-2263
Other(Specify) ..............................................................................
For Plan Check status log on to:
www.city.newport-beach.ca.us/buildina.
select On -Line Services or call (949) 644-3255
TOTAL FEES
zMOAK*-04
ejm�i-A
Fee Receipt No. _? �
NOTICE: PLAN CHECK EXPIRES 180 DAYS FROM DATE OF SUBMITTAL.
(Meerpt. 6/05)
Date
CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
P.O.BOX 1768, NEWPORT BEACH, CA 92658, (949) 644-3288
FEE RECEIPT
TARGET DATE.
Plan Check No., MI. �M� Received by: Itz-361
A. /)In
"keceived7fiom Job Actiress
Building Plan Check .......... -5002
. .................................................. 2900
Harbor Resource Plan Check (Building) ...................................... 2900-4627
Zoning Plan Check ....................................................................... 2700-5003
Grading Plan Check ..................................................................... 2900-5004
Fire Plan Check ............................................................................. 2330-5055
Electrical Plan Check .................................................................... 2900-4612
Plumbing Plan Check .................................................................... 2900-4616
Mechanical Plan Check ................................................................. 2900-4618
Harbor Resources Plan Check ...................................................... 2370-4654
Overtime Plan Check - Building ................................................... 2900-5023
Overtime Plan Check - Grading ................................................... 2900-5004
Overtime Plan Check - Planning ..................................................
2700-5003
Preliminary Code Compliance Review .........................................
2900-5002
Reinspection B E M P/Special Inspection .....................................
2900-5008
Reinspection Fire ..........................................................................
2330-5050
Temporary Certificate of Occupancy ............................................
2900-5008
Underground Utilities Waiver ......................................................
010-2225
Energy Compliance ......................................................................
2900-5017
Planning Department Fees ........................................................... 2700-5000
Sale of Maps & Publications (Planning) ............... . ...... r\A. 2700-5812
Determination of Unreasonable Hardship ....... ia� P6 .2900-5018
................
Public Works Plan Check .........................
........... ...... 5200-5002
Performance Deposits (Refundable) ....... ........... *'11 .................... 010-2201
Records Management Fee (Copies) ............................................... 010-2263
Other(Specify) ..............................................................................
For Plan Check status log on to:
www.city.newport-beach.ca.us/buildin
select On -Line Services or call (949) 644-3255
TOTAL FEES
Fee Receipt No.
$ 'D-39
NOTICE: PLAN CHECK EXPIRES 180 DAYS FROM DATE OF SUBMITTAL.
(f\,feercpt. 6/05)
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SO
INSPECTION FORM
Harbor Resources Department
Date: 5 1 -7 Loa
Inspection Requested By: oLt:��_ —
Inspector: Don Duffy
Pier Address: S'70 5aytskbr_e
Pier Transfer
Reinspection
GFI Present Yes Need None Needed Yes Need
-A F__ I
Anti -Siphon / Backflow Present T-77:1
Other Comments
Eelgras
Date M/10—Ameo 74�_ F] Eelgrass Within 15'of Project
n Eelgrass Within 15'- 30'of Project
KI �otelgrass in Project Area
Pump Out
Pier Location
Yes No
Operational I I I
Recommended Action
Encroachmenet
Address of Complaining Party
Boat Description
CF Number
Location on Dock
Comments / Observations
Other Request
Map Output Page I of I
http://www6.city.newport-beach.ca.uslservletleom.esri.esrimap.Esrimap?ServiceName=n... 05/07/2008
2550/2570 Bay Shore Dr'ive
Newport Beach, CA 92663
E
SEAWALL REPAIR
DRAWING INDEX:
T-1: TITLE SHEET
CONSTRUCTION RESPONSIBILITIES AND DEBRIS REMOVAL:
GN 1: TECHN�CAL SPEC�FCATONS
GN:2: TECHN CAL SPEC F2TIONS
SP- 1: SITE PLAN
S- 1: SEAWALL PLAN, ELEVATION AND SECTION
1 . NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS OR WASTE SHALL BE PLACED OR
S-2: REPAR DETAILS
STORED WHERE IT MAY BE SUBJECT TO INUNDArION OR DISPERSION IN COASTAL WATERS.
C-1: SITE PLAN
C-2: PARTIAL SITE PLAN
2. ANY AND ALL DEBRIS RESULTING FROM CONSTRUCTION ACTIVITIES THAT ENTERS COASTAL
C-3: ACCESSIBILITY DETAILS AND NOTES
WATERS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. LANDSIDE DEBRIS SHALL BE
C-4: DETAILS
REMOVED FROM THE SITE WITHIN 5 DAYS.
A-1; AS BUILT RESTROOMS BLDG. 1 (2570 BAYSHORE)
FLOATING BOOMS SHALL BE USED TO CONTAIN DEBRIS DISCHARGED INTO COASTAL WATERS.
A-2: WORK REMAINING @ EXISTING RESTROOMS BLDG. 2 (2550 BAYSHORE)
J�
A-3: REFERENCE - UNREASONABLE HARDSHIP DOCUMENTATIONS
3. NON -BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY
REFERENCE DRAWINGS
DIVERS AS SOON AS POSSIBLE AFTER LOSS.
4. NO MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR THE
PLAN CHECK # 1596-95 / PER IT W 89502549 (2570 BAYSHORE)
PROJECT IMPROVEMENTS SHALL BE ALLOWED AT ANY TIME IN THE INTERTIDAL
SHT 1 : ALUM. GANGWAY, LANDINGS, RAMPS
ZONE.
SHT 2: ALUM. GANGWAY, LANDINGS, RAMPS
5. REASONABLE AND PRUDENT MEASURES SHALL BE TAKEN TO PREVENT ALL DISCHARGE OF
FUEL OR OILY WASTE FROM HEAVY MACHINERY OR CONSTRUCTION EQUIPMENT OR POWER
TOOLS INTO COASTAL WATERS. THE OWNER AND THE OWNER'S CONTRACTOR SHALL HAVE
SHT 3: UPPER RAMP
SHT 4: UPPER LANDING & DETAILS
PLAN CHECK # 1652-98 /PERMIT # B9804169 (2570 BAYSHORE)
44�'.
ADEQUATE EQUIPMENT AVAILABLE TO CONTAIN ANY SUCH SPILL IMMEDIATELY.
GN -1 GENERAL NOTES
Iz
A-0 PATH OF TRAVEL
b1z
SCOPE OF WORK FOR PLAN CHECK 2745-2006
A-1 EXISTING RESTROOM BLDG. 1, FLOOR PLAN
A-2 EXISTING RESTROOM BLDG. 2, FLOOR PLAN
C-1 SITE PLAN
ITEM 1 - SEAWALL REPAIR: MAINTENANCE AND REPAIR OF THE EXISTING SEAWALL ACTIVITIES
C-2 PARTIAL PLAN, DETAILS
C-3 ACCESSIBILITY NOTES & DETAILS
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, CRACK REPAIR OF THE SEAWALL, REPAIR OF
REINFORCING BARS AND REPAIR CONCRETE SPALLS.
C-4 ACCESSIBILITY DETAILS
OF
S-1 GENERAL ARRANGEMENT PLAN
ITEM 2 - CIVIL WORK IN PARKING LOT: MINIMAL IMPROVEMENT TO PARKING LOT AREA ACTIVITIES
S-2 DOCK DIMENSIONAL LAYOUT PLAN
NCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, CONCRETE REMOVAL, RE -PAVING, RE -STRIPING,
S-3 PARTIAL DOCK PLANS
ORT R
NSTALLATION OF NEW WHEEL STOPS AND NEW SIGNAGE ALL PERFORMED FOR COMPLIANCE WITH
S-4 PARTIAL DOCK PLANS
ADA STANDARDS.
S-5 STRUCTURAL DETAILS
S-5.1 STRUCTURAL DETAILS
ITEM 3 - EXISTING RESTROOM REMODEL: MINIMAL RENOVATION TO EXISTING RESTROOM
S-6 STRUCTURAL DETAILS
- ----- ----- . . . . . . . .
PROJECT ADDRESS: I
&BUILDING 2 AT 2550 BAY SHORP ACTIVITIES INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO,
S-7 STRUCTURAL DETAILS
2550/2570 BAY SHORE DR.
REPLACING ALL DOORS AND PARTITIONS IN -LIKE -KIND WITH SLIDING HARDWARE, ADJUSTING COAT
S-8 STRUCTURAL DETAILS
S-9 STRUCTURAL DETAILS
HOOK HEIGHTS AND PROVIDING EXTERIOR SIGNAGE.
S-10 TRANSFORMER AND FLOAT DETAILS
. .... .....
S-11 MISC. DETAILS
PROJECT LOCATION
ACCESSIBILITY IMPROVEMENTS WERE MADE IN COMPLIANCE TO THE 1994 FEDERAL ACCESSIBILITY
S-12 MISC. DETAILS
P-1 FIRE HOSE CABINET PLAN
P-2 DETAILS
E;
REGULATIONS AND THE 1998 CA BUILDING CODE (CBC) UNDER THE FOLLOWING PERMIT NOS.:
E-1 SINGLE LINE DIAGRAM AND DETAILS
<
E-2 ELECTRICAL PLAN
i
PROJECT DATUM:
PLAN CHECK NO. PERMIT NO. DESCRIPTION OF WORK
898-95 B9501373 DOCKS AND GANGWAYS
M.L.L.W. 0.00
22M ADA GANGWAY (ONE) WERE DEFERRED PERMITS TO BE
DESIGNED AND BUILT BY THE CONTRACTOR — SEE
CONSULTANTS:
PERMIT NO. 1596 -95 BELOW .
<
VICINI TY MAP
596-95 B9502549 ACCESSIBLE GANGWAY PERMIT BY HALLSTEN CORP.
DESIGN ENGINEER URS/CASH & ASSOCIATES
5772 BOLSA AVE. SUITE 100
NOT TO SCALE
11652-98 69804169 PERMIT WAS FOR DOCKS, PLUMBING TO DOCKS (FIRE PROTECTION)
HUNTINGTON BEACH, CA 92649
PHONE: (714)895-2072 FAX: (714)895-1291
ACCESSIBILITY IMPROVEMENTS TO RESTROOMS, SITE & PARKING AREAS
ELECTRICAL POWER TO THE DOCKS.
VILOFESSio
0 AR
5772 Bolsa Ave, Suite 100
Um
ENGINEER
DREI
BAY SHORE MARINA SEAWALL REPAIR
THE IRVINE COMPANY
SCALE
AS SHOWNI
DESIGNER
ISC
.
PROJECT NUMBER
PLAN CHECK REVISIONS
4/23/08 CAP
CAD OPERATOR
ISC
Huntington Beach, CA 92649-1134
Tel: 895-2072
6200.03
30990055.00006
9/27/07 PLAN CHECK PER ADA ACCESSIBILITY ORB
-E—AT—E
EXP 31-
(714)
Fax: (714) 895-1291
Cash & Associates
CHECKER
NUMBER
68
NO. DESCRIPTION BY
V
DAP
TITLE SHEET AND GENERAL NOTES
DRAWING
6
REVISIONS
PROJECT MANAGER
RHM
T-1
SECTION 03700
CONCRETE EPDXY ADHESIVE INJECTION
PART I - GENERAL
1.01 WORK INCLUDE
A. Furnishing of materials, labor, transportation. tools, and equipment necessary to
perform all work to complete the Contract, including but not limited to, these
major items:
1. Injection of concrete members with liquid epoxy adhesive in bulkhead panels
and caps with overstressing crack defects as listed in the repair
documents. Defects to be repaired by epoxy injection are designated as
"Cl" in the repair documents. Cracks that are at least .005 inches wide
and equal to or less than 9 inch wide ore to be epoxy injected.
2. Cracks that are greater than X inch wide, designated as "C2" in the repair
documents, shall be repaired in accordance with Section 03930, "Concrete
Spoil Patching".
1.02 RELATED WORK
A. Section 03930 - Concrete Spoil Patching
B. Section 03950 - Concrete Joint Repair
1.03 COORDINATION
A. Coordinate scheduling, submittals, and Work of various sections of the
specifications to ensure efficient and orderly sequence of installation of
interdependent construction elements.
B. Coordinate dumpster location, staging and storage requirements with the Engineer.
1.04 EXAMINATION
A, Verify that existing site conditions and substrate surfaces are acceptable for
subsequent Work. Beginning now Work means acceptance of existing conditions.
B. Verify that utility services are available, of the correct characteristics and in the
correct location.
1.05 SUBMITTALS
A. Submit product data.
B. Submit copy of recommended manufacturer's product installation instructions.
C. Approval by Engineer is required before beginning Work affected by submittals.
1.06 QUALWY ASSURANCE
A. Contractor shall provide Epoxy Injection System, which is the product of a
manufacturer whose complete system has been approved by the Engineer. Contractor shall pay
all fees and obtain approval for material prior to commencing work.
B. The epoxy injection concrete work shall be performed by an organization that has
successfully performed previous installations of a major nature similar to the one involved in
this Contract for a minimum period of five (5) years and by a factory authorized or certified
applicator.
C. All work shall be performed under the immediate control of a person experienced in
this type of work, who shall exercise close check and rigid control of all operations as
necessary for full compliance with oil requirements.
D. Contractor/Subcontractors workers in the epoxy injection process shall hove
completed a program of instruction in the methods of restoring concrete structures, utilizing
the specific epoxy injection process indicated. The curriculum shall include theory in the nature
and causes of cracking in concrete, methods for permanently repairing damaged concrete
structures, the technical aspects of correct material selection and use. and the operation,
maintenance and trouble shooting of equipment.
1.97 INSPECTION
A. Inspections: Owner will arrange and pay for the services of Inspector for continuous
inspections of all epoxy injection work. Inspector will be continuously present during the epoxy
injection operations. and will make written reports to the Engineer. and certifications to the
Engineer as to compliance with Repair Documents and Specifications.
REVISIONS
PART 2 - PRODUCTS
2.01 HIGH STRENGTH EPDXY RESIN ADHESIVE FOR INJECTION
A. Epoxy injection adhesive shall be Master Builders SCB Concresive 1380 as
manufactured by Degusso Building Systems. or approved equal. The material
shall meet or exceed the following requirements:
Property & Test Method Result
Compressive Strength
(ASTM D695) 16,000 PSI
Compressive Modulus
(ASTM D695) 535,DOO PSI
Tensile Strength
(ASTM D638) 9,ODO PSI
Tensile Elongation X at
Break (ASTM D638) 2.5 X
Flexural Strength
(ASTM D790) 12,000 PSI
Flexural Modulus
(ASTM D790) 600.000 PSI
Slant Shear Bond Strength
(ASTM C882) 14 day = 3,070 PSI
Bond Strength
(AASHTO 237) 1 day=5,000 PSI
3 day --4,000 PSI
14 day=4,500 PSI
Heat Deflection Temp.
(ASTM D648) 134 F
B. Surface Sealant: Concresive 1490 Paste as manufactured by Master Builders
Technologies, or approved equal. The sealant shall be sufficiently strong to resist
injection pressures to prevent leakage during injection.
C. Provide other materials as required and recommended by manufacturer, subject
to prior approval by the Engineer.
D. Equipment for Injection: The equipment used to meter and mix the two injection
adhesive components. and inject the mixed adhesive into the crack shall be portable, positive
displacement type pumps with interlock to provide ratio control of exact proportions of the
two components at the nozzle. The pumps shall be electric or air powered
and shall provide in-line metering and mixing.
E. Discharge Pressure: The injection equipment shall have automatic pressure control
capable of discharging the mixed adhesive at any preset pressure up to +/- 5 psi and shall
be equipped with a manual pressure control override.
F. Ratio Tolerance: The equipment shall have the capability of maintaining the volume
ratio for the injection adhesive prescribed by the manufacturer of the adhesive within a
tolerance of +/- 5% by volume at any discharge pressure up to 160 psi.
G. Automatic Shut -Off Control: The injection equipment shall be equipped with sensors
on both the component A and the component 8 reservoirs that will automatically stop the
machine when either reservoir becomes dry.
PART 3 - EXECUTION
3.01 PREPARATION
A Surfaces adjacent to cracks or other areas of application shall be cleaned of
dirt, loose concrete, dust, grease, oil, efflorescence or other foreign matter
detrimental to bond of epoxy injection surface seal. Acids and corrosives shall
not be permitted for cleaning.
B. Entry ports shall be provided along the crack at intervals of not less than the
thickness of the concrete at that location.
C. Surface Seal material shall be applied to the face of the crock or other areas
of application between entry ports as needed. For through cracks a surface seal
shall be applied to both faces.
D. Enough time for the surface seal material to gain adequate strength shall pass
before proceeding with the injection.
3.02 EPDXY INJECTION
A. Injection of the epoxy adhesive shall begin at an entry port at one end of the
crack and continue until there is an appearance of epoxy adhesive at the next
port adjacent to the entry port being pumped.
B. When epoxy adhesive travel is indicated by appearance at the next adjacent port,
injection shall be discontinued on the entry port being pumped, and epoxy
injection shall be transferred to next adjacent port where epoxy adhesive has
appeared,
C. Epoxy adhesive injection shall continue until the cracks are completely filled.
D. If port to port travel of epoxy adhesive is not indicated, the work shall be
immediately stopped and the Engineer notified.
3.03 INSPECTION
A. During execution of Work, inspect Work to assure compliance with manufacturer's
guidelines, these Specifications when they exceed manufacturer's guidelines, and
good construction practice.
8. Non-compliant Work: If inspections reveal non-compliant Work or Work that was
not installed per Specifications, and/or manufacturer requirements, remove
adjacent Work until a location is reached where installation was performed
properly.
3.04 FINISHING
A. When cracks ore completely filled, epoxy adhesive shall be cured for sufficient
time to allow removal of surface seal without any draining or run -bock of epoxy
material from cracks.
B. Surface Seal material and injection adhesive runs or spills shall be removed from
concrete surfaces.
C. The surface area shall be finished flush with the adjacent concrete, showing no
indications or protrusions caused by the placement of entry ports. Crind smooth
as required.
3.05 CLEAN UP
At conclusion of work remove all equipment, debris, and excess material and leave area
broom clean.
SECTION 03930
CONCRETE SPALL PATCHING
PART I - GENERAL
1.01 WORK INCLUDED
A. Furnishing of materials, labor, transportation, tools, and equipment necessary to
repair and restore spatted concrete areas and large cracks designated as "Sl",
"S2" and "C2* in the repair documents.
1.02 RELATED WORK
A Section 03700 - Concrete Epoxy Adhesive Injections
B. Section 03950 - Concrete Joint Repair
1.03 COORDINATION
A Coordinate scheduling, submittals, and Work of various sections of the specifications to
ensure efficient and orderly sequence of installation of interdependent construction elements.
B. Coordinate clumpster location, staging and storage requirements with the Engineer.
1.04 EXAMINATION
A. Verify that existing site conditions and substrate surfaces ore acceptable for subsequent
Work. Beginning new Work means acceptance of existing conditions.
B. Verify that utility serVices are available, of the correct characteristics and in the correct
location.
1.05 REFERENCES
A. Referenced Codes and Standards: Comply with the most recent publications of the
following codes, specifications, and standards.
1. Guide for Surface Preparation for the Repair of Deteriorated Concrete
Resulting from Reinforcing Steel Corrosion (Guideline No. 03730)
International Concrete Repair Institute, 1995 Copyright.
2. Guide for Selecting Application Methods for Repair of Concrete Surfaces
(Guideline No. 03731) International Concrete Repair Institute, 1996
copyright.
3. ACI 301 Standard Specification for Structural Concrete.
4. ACi 308 Guide for Consolidation of Concrete.
5. ACI 318 Building Code Requirements for Reinforced
Concrete.
6. ACI 546R Concrete Repair Guide.
7. ASTM C33 Standard Specification for Concrete Aggregates.
8. ASTM C94 Standard Specification for Reody-Mixed Concrete.
9. ASTM C150 Standard Specification for Portland Cement
10. ASTM C260 Standard Specification for Air -Entraining
Admixtures for Concrete.
11. ASTM C309 Standard Specification for Liquid Membrane -
Forming Compounds for Curing Concrete.
12. ASTM C469 Standard Test Method for Static Modulus of
Elasticity and Poisson's Ratio of Concrete in
Compression.
13. ASTM C494 Standard Specification for Chemical Admixtures
for Concrete.
14. ASTM A 615 Standard Specification for Deformed and Plain
Billet -Steel Bars for Concrete
15, ASTM C881 Standard Specification for Epoxy -Resin -Bose
Bonding Systems for Concrete.
16, ASTM C1042 Standard Test Method for Bond Strength of Latex
Systems Used With Concrete.
�Oof ESS I
0 A,?
'�4 XP. 31- Cash & Associates
.,, I V I
el OF CA0
ENGINEER DRB
5772 Boise Ave, Suite 100 ISC
Huntington Beach, CA 92649-1134 CAD OPERATOR
Tel: (714) 895-2072 ISC
Fax: (714) 895-1291 CHECKER DAP
PROJECT MANAGER RHM
1.06 SUBMITTALS
A. Submit product data.
B. Submit copy of recommended manufacturer's product installation instructions.
C. Approval by Engineer is required before beginning Work affected by submittals.
1.07 QUALITY ASSURANCE
A. Contractor Qualifications: Acceptable to the Engineer upon furnishing documented
experience of at least five (5) years experience on projects of similar nature.
B. Comply with Manufacturers' instructions related to mixing and placing of the materials.
C. Protection of Work: Protect installed work and the public from debris or falling hazards
related to the work.
1.08 INSPECTION
A Inspections: Owner will arrange and pay for the services of Inspector for continuous
inspections of all spoil repair work. Inspector will be continuously present during the spoil
repair operations, and will make written reports to the Engineer, and certifications to the
Engineer as to compliance with Repair Documents and Specifications.
1.09 DELIVERY. STORAGE and HANDLING
A. Deliver products in original unopened containers with the manufacturer's name, labels,
product identification and batch number.
B. Store and condition the specified products as recommended by the manufacturer.
Products shall remain unopened until ready for use.
C. Where mixing of components is required, use complete pre -measured units.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Degussa Building Systems Products (Hydrozo, Master Builders, Sonneborn, Thoro and
ThoRoc)
B. Other Manufacturers may be used upon approval of the Engineer. Alternate product data
shall include verification that the alternate products ore equivalent to the specified Master
Builders products. All alternate materials must come from a single manufacturer to quality
for a 'system worranty". Submittal of request for use of alternate products must be
submitted 10 days prior to bid date.
2.02 PATCHING REPAIR MATERIALS
Subject to compliance with other requirements in this specification. provide the following
materials.
A Form and Pou Master Builders "Mosterpatch 240 CR".
ProAde single component, flowable. cementitious micro concrete for resurfacing
distressed concrete. Material shall be a proprietary blend of Portland cement,
Pozzolans, graded aggregate, and additives, that meets or exceeds the following
requirements:
1. The Portland cement shall be ASTM C150, Type 1.
2. The aggregate used in the material shall conform to ASTM C33, top size
3/8"
3. The compressive strength shall meet or exceed 7,000 psi at 28 days when
tested in accordance with ASTM C109.
4. The flexural Strength shall meet or exceed 750 psi at 7 days when tested in
accordance with ASTM C78.
5. The slant shear bond strength shall meet or exceed 2,000 psi at 7 days
when tested in accordance with ASTM C882 (modified, no epoxy bonding agent
used).
6. The splitting tensile strength shall meet or exceed 500 psi at 7 days when
tested in accordance with ASTM C496.
B. Hand Patch: Master Builders "Emoco SBB Cr
Provide a one -component rheoplostic, shrinkage -compensated, fiber -reinforced
product that contains an integral corrosion inhibitor for resurfacing distressed
concrete. Material shall be a proprietary blend of portland cement, Pozzolons.
graded aggregate, and additives, that meets or exceeds the following
requirements:
1. The Portland cement shall be ASTM C150, Type 1.
2. The compressive strength shall meet or exceed 11,000 psi at 28 days when
tested in accordance with ASTM ClOg.
3. The flexural Strength shall meet or exceed 1,000 psi at 7 days when tested
in accordance with ASTM C348.
4. Slant shear bond strength shall meet or exceed 2,500 psi at 7 days when
tested in accordance with ASTM C882 (modified, no epoxy bonding agent used).
5. The splitting tensile strength shall meet or exceed 500 psi at 7 days when
tested in accordance with ASTM C496.
BAY SHORE MARINA SEAWALL REPAIR
THE IRVINE COMPANY
TECHNICAL SPECIFICATIONS
SCALE
AS NOTED
PROJECT NUMBER
6200.03 1
DRAWING NUMBER
GN -1
2.03 RELATED MATER
A. Anti -Corrosion Reinforcing Bar Coating: Provide polymer -modified, cement
based coating with corrosion inhibiting admixture to provide protection for steel
reinforcing where specified.
1. Emaco P-24 by Master Builders.
A. Liquid Membrane -Forming Curing Compound: Use curing compound conforming to ASTM
C309, Type I at a minimum application rate of 300 square feet per gallon.
1. Masterkure 20OW by Master Builders.
2.04 REINFORCEMENT MATERIALS
A. Reinforcing steel: Conforming to ASTM A615, 60 ksi yield grade billet -steel deformed
bars.
PART 3 - EXECUTION
3.01 SURFACE PREPARATION
A. Ali repair areas shall be prepared in accordance with International Concrete Repair
Institute's "Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting
from Reinforcing Steel Corrosion" (Guideline No. 03730.) This includes but is not limited to
the following.
1. Remove loose or deteriorated concrete around corroded reinforcing steel. Removals shall
be Performed with chipping hammers or other method, subject to the Engineces prior
approval. Chipping hammers shall not be in excess of 20 pound rating.
2. Once removals are made, proceed with chipping beneath all exposed corroded bars.
This will provide clearance for cleaning under the bar. Concrete shall be removed such that a
% inch clearance under the bar is achieved. or X inch greater than the largest aggregate
used in the repair.
3. Concrete removals shall extend along the bars to locations along the bar free of bond
inhibiting corrosion, Removals shall extend two inches minimum beyond the location of
corrosion -free bars.
4. K non -corroded reinforcing bars are exposed during the undercutting, care will be taken
not to damage the bond between the bar and the concrete.
5. Loose reinforcement shall be secured in place by tying to other secured bars or by
approved method.
6. If the reduction of the cross sectional area of the existing reinforcing exceeds 25
percent. supplementing reinforcing will be required. Refer to drawings for table of minimum bar
diameters.
7. Repair configurations should be kept as simple as possible to minimize boundary edges.
8. At edge locations, provide right angle cuts to the concrete surface by saw -cutting 3/4
inch or less as required to avoid cutting reinforcing steel.
9. After removals and edge conditioning are complete, remove bond -inhibiting materials by
abrasive blasting or high pressure water blasting. Protect the bay water from falling debris.
Check concrete surfaces after cleaning to insure that the surface is free from loose
aggregates.
10. Presook repair substrate to a saturated surface dry condition.
B. Bar Protection and Bonding
1. Following completion of repair preparation, apply anti -corrosion reinforcing bar coating to
the exposed reinforcing,
2. Bond the repair material to the prepared area by appling a slurry bond coat of the
repair material to the prepared area with a stiff bristle brush or broom. Do not allow the
slurry to dry prior to installation of the repair material. Do not retemper this bond coot.
C. Cracks greater than X inch wide (Type "C2")
1. Remove loose or deteriorated concrete around crack. Remove additional concrete as,
required to apply patching material. Surface preparation shall be in accordance with
manufacturers' recommendations.
2. Removals shall be performed with chipping hammers or other method, subject to the
Engineer's prior approval. Chipping hammers shall not be in excess of 20 pound rating.
3. Repair configurations should be kept as simple as possible to minimize boundary edges.
4. At edge locations, provide right angle cuts to the concrete surface by saw -cutting 3/4
inch or less as required to ovoid cutting reinforcing steel.
5. After removals and edge conditioning are complete, remove bond -inhibiting materials by
abrasive blasting or high pressure water blasting. Protect the bay water from falling debris.
Check concrete surfaces after cleaning to insure that the surface is free from loose
aggregates.
6. Presook repair substrate to a saturated surface dry condition
I/A\I 9/27/071 PLAN CHECK PER ADA ACCESSIBILITY I DRB I
REVISIONS
3.02 MIXING
A Mechanical mixing is recommended with the use of a slow speed drill and a jiffler type
paddle, or in an appropriate mortar mixer. Typical mixing time is 3-5 minutes. Do not add
more water (or Acrylic Polymer) than is recommended by the manufacturer. Do not mix
longer than 5 minutes.
B. Only that portion of material that can be property mixed within 10 minutes of application
should be mixed.
3.03 APPLICATION
A Apply fresh concrete to the bond coot. Place repair concrete according to
manufacturer's recommendations.
B. Evaporation Retarder: Where rapid surface evaporation may occur, apply specified
evaporation retarder according to manufacturer's recommendations.
C. Finishing: Completed repair surfaces should be straight, true and match existing profiles.
Do not overwork the surface.
3.04 INSPECTION
A During execution of Work, inspect Work to assure compliance with manufacturer's
guidelines, these Specifications when they exceed manufacturer's guidelines, and good
construction practice.
B. Non -Compliant Work: If inspections reveal non-compliant Work or Work that was not
installed per Specifications, and/or manufacturer requirements. remove adjacent Work until a
location is reached where installation was performed properly.
3.05 CURING
A All repaired surfaces must be cured for a minimum of 5 days with one of the following
methods.
1. Wet cure with burleen or wet burlap
2. Sheeting material
3. Curing Compound
B. Protect cured areas from storage and traffic during curing period.
3.06 CLEANING
A. General: Keep area clean during repair operation, remove and clean promptly. mortar, or
epoxy spills with appropriate tools and solvents without damaging concrete. Collect and
maintain site in a clean and orderly condition. Remove debris daily from site.
B. Final Cleaning: Remove all mortar splatters, epoxy spills from the repair area and
adjacent structures acceptable to the Engineer.
SECTION 03950
CONCRETE JOINT REPAIR
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Furnishing of materials, labor, transportation, tools, and equipment necessary to
repair and restore joints designated as "A" in the repair documents.
1.02 RELATED WORK
A. Section 03700 - Concrete Epoxy Adhesive Injections
B. Section 03930 - Concrete Spoil Patching
1.03 COORDINATION
A. Coordinate scheduling, submittals, and Work of various sections of the
specifications to ensure efficient and orderly sequence of installation of
interdependent construction elements.
B. Coordinate dumpster location, staging and storage requirements with the Engineer.
1.04 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for
subsequent Work. Beginning new Work means acceptance of existing conditions.
B. Verify that utility services are available, of the correct characteristics and in the
correct location.
1.05 SUBMITTALS
A. Submit product data.
B. Submit copy of recommended manufacturer's product installation instructions.
C. Approval by Engineer is required before beginning Work affected by submittals.
1.06 OUALflY ASSURANCE
A. Contractor Qualifications: Acceptable to the Engineer upon furnishing documented
experience of at least five (5) years experience on projects of similar nature.
B. Comply with Manufacturers' instructions related to mixing and placing of the materials.
C. Protection of Work: Protect installed work and the public from debris or falling hazards
related to the work.
1.07 INSPECTION
A Inspections: Owner will arrange and pay for the services of Inspector for continuous
inspections of all joint repair work. Inspector will be continuously present during the joint
repair operations, and will make written reports to the Engineer, and certifications to the
Engineer as to compliance with Repair Documents and Specifications.
1.08 DELIVERY, STORAGE and HANDLING
A Deliver products in original unopened containers with the manufacturer's name, labels,
product identification and botch number.
B. Store and condition the specified products as recommended by the manufacturer.
Products shall remain unopened until ready for use.
C. Where mixing of components is required, use complete pre -measured units.
D. Handle products with appropriate precautions and core as stated on Material Safety Data
Sheet.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A Degusso Building Systems Products (Hydrozo, Master Builders, Sonneborn, Thoro and
ThoRoc)
B. Other Manufacturers may be used upon approval of the Engineer. Alternate product data
shall include verification that the aftemote products are equivalent to the specified Master
Builders products. All alternate materials must come from a single manufacturer to qualify
for a "system warranty". Submittal of request for use of alternate products must be
submitted 10 days prior to bid date.
2.02 BACKER ROD
A Closed -Cell
2.03 JOINT FILLER/SEALANT
A Polyurethone Sealant: Three -component, highly flexible, high performance, non -priming,
polyurethans sealant, ASTM C920 Type M, Grade NS, Class 25, Use NT, T. M, A. G and 0.,
Canadian Specification CAN/CGSB-19.24-M90, Classification MCG -2 -40 -A -N, No. 81029; UL
classified (fire resistance):
1. Acceptable Product: Sonolastict NP 2 tm by Degusso Building
Systems.
2. Color to match adjacent materials.
2.04 RECONSTRUCTED JOINT
A. Refer to Type S1 or Type S2 spall Section 03930 for specifications on reconstructing the
joint.
2.1. PRIMER
A As recommended by manufacturer.
PART 3 - EXECUTION
3.01 Preparation and application of repair products shall be in conformance with the
manufacturer's recommendations.
3.02 All concrete repairs as specified herein are to be performed above the water level in
front of the wall. Contractor shall coordinate his efforts with the Area Tidal Fluctuations.
3.03 SURFACE PREPARATION
A. The joint and adjacent substrate must be clean, sound and dry. Remove oil traces of
the old sealant, dust, grease, curing compounds, waxes, impregnations. foreign particles,
efflorescence and other bond inhibiting materials from the surface. Blow joint free of dust
using compressed air line equipped with an oil trap. Install closed cell backer rod to prevent
3sided adhesion, control sealant depth and provide a tooling base.
3.1. DESIGN REQUIREMENTS
A. Design depth of sealant to be 1/2 width of joint.
B ' Maximum Depth: 1/2 inch.
C. Minimum Depth: 1/4 inch.
D. Maximum recommended width: 2 inches.
3.1. EXTENT OF REPAIR
A. The extent of repair shall be from mudline or rockline to top of wall
V,.�of ESS i ENGINEER DRB
1� OWAR el DESIGNER
cz, 5772 Balsa Ave, Suite 100 ISC
Huntington Beach, CA 92649-1134 CAD OPERATOR
urtb ISC
Tel: (714) 895-2072
EXP, 31- Cash & Associates Fax: (714) 895-1291 CHECKER DAP
4,, 1 V %
e or C1,01 PROJECT MANAGER RHM
3.06. PRIMING
AL Where circumstances or substrates require primer. comply with the following requirements:
1. Apply primer full strength with brush or clean. lint -free cloth. Apply primer to a light,
uniform coating. Porous surfaces require more primer. Do not over apply. Do not apply
primer onto face of substrate.
2. Allow primer to dry before applying joint sealants. Depending on temperature and
humidity, primer will be tock free in 15 to 120 minutes.
3. Prime and seal on some workday.
3.07 MIXING
A. Mix sealant and color pack per manufacturer's printed instructions.
3.1. INSTALLATION
A. Back -Up Material:
1. Install appropriate size backer rod, larger than joint where necessary per manufacturer's
recommendations, and in manner to provide concave sealant profile.
2. Where joint depth does not permit installation of backer rod, install odhesive-backed
polyethylene bond-breoker tape along entire back of joint to prevent 3 -sided adhesion of joint
sealant.
B. Sealant:
1. Verify that temperature and moisture conditions ore within manufacturer's acceptable
limits.
2 : Using fresh sealant and equipment that is in proper working order, completely fill joint
with sealant. filling from bottom up to avoid entrapping air.
3. Using clean, dry tool with rounded edge, and of appropriate width for each joint, tool
freshly installed sealant to provide preferred concave profile, to ensure intimate contact
between sealant and substrate, and to provide neat appearance. Where surface aggregate does
not permit proper tooling, install sealant and backer rod so that face of joint is recessed
behind exposed aggregate, and sealant is bonded to firm, even surface.
4. Use dry tooling method. Do not use tooling agents such as soapy water or solvents
that have not been approved by sealant manufacturer.
3.09 CURING TIME
A. Curing of joint sealants varies with temperature and humidity. The following times
assume 75 degrees F (24 degrees C), 50 percent relative humidity, and joints 1/2 inch (13
mm) wide by 1/4 inch (6 mm).
1. Skins: Overnight or within 24 hours.
2. Functional: Within 3 days.
3. Full Cure: Approximately 1 week.
3.10 INSPECTION
A. During execution of Work, inspect Work to assure compliance with manufacturer's
guidelines, these Specifications when they exceed manufacturer's guidelines, and good
construction practice.
B. Non -Compliant Work: If Inspections reveal non-compliant Work or Work that was not
installed per Specifications, and/or manufacturer requirements, remove adjacent Work until a
location is reached where installation was performed properly.
3.1. CLEANING
A. Remove uncured sealant and joint filler with xylene, toluene, MEK. or other sealant
manufacturer approved cleaning agent.
B. Remove cured sealant by cutting with shorp-edged tool.
C. Remove thin films by abrading.
D. Remove debris related to application of sealants from Project site per applicable
regulations for hazardous waste disposal.
3.12 PROTECTION
A Protect Work from contaminating substances and damage resulting from other
construction operations or other causes so that sealed joints (ire without deterioration or
damage at time of Project completion.
BAY SHORE MARINA SEAWALL REPAIR
THE IRVINE COMPANY
TECHNICAL SPECIFICATIONS
SCALE
AS NOTED I AB
PROJECT NUMBER
6200.03 1
DRAWING NUMBER
GN -2
69 PANELS 0 4' = 276'
SEE 1/S-1
NEWPORT BAY
STRUCTURE (RESTROOMS)
(E) ELECTRICAL TRANSFORMER
AND VAULT
(E) WOOD TRASH ENCLOSURE -
EXISTING 4" WATER SERVICE
EXISTING RESIDENCE
(E) ELECTRIC SERMCE(UG)
(E). 6" WATER
(E) TELEPHONE VAULT—
-nFSMITG-co�(
VN��I\C
NN \�X\
7 -s-
U -:��BAYSHOR
\�E� CONC WATER METER VAULT
E FIRE HYDRANT
SITE PLAN E CONC, WATER METER
SCALE: N.T.S.
160,
(f)
WOOD TRASH ENCLOSURE
GAS METER
EXISTING RESIDENCE
(E) 2.7' HIGH CONC. BLOCK RETAINING
WALL W/3' HIGH METAL RAILING.
EXISTING CONCRETE WALKWAY
EXISTING 3" WATER SERVICE
NOTE:
1. THE EXISTING ADA GANGWAY 0 RESTROOM BUILDING NO. 1 (2570 BAYSHORE)
SERVES THE ENTIRE MARINA. NO OTHER ADA GANGWAY IS
REQUIRED.
2. CALIFORNIA RECREATION COMPANY (CRC) SHALL FULLY
COOPERATE WITH ANY DISABLED BOATER, GIVING THAT
BOATER A SLIP OF THE DESIRED SIZE, NEAREST TO THE
ADA COMPLIANT GANGWAY. IN THIS SITUATION, CRC WOULD
RELOCATE EXISTING BOATS TO MAKE ROOM FOR THE
DISABLED BOATER.
3. SITEWORK & ADA COMPLIANCE FOR BLDG. NO. 1 (2570 BAYSHORE) WAS
COMPLETED IN 1998. SEE SHEETS Cl. C2, C3. C4, Al. A2, AND
HARDSHIP DOCUMENTATION.
PARKING
4 HANDICAPED PARKING (1 VAN ACCESS)
92 REGULAR PARKING SPACES
PROJECT ADDRESSES
2570 BAY SHORE DRIVE (BLDG. #1)
2550 BAY SHORE DRIVE (BLDG. #2)
V.00FESSI ENGINEER DRB SCALE
��o OWA,? DESIGNER BAY SHORE MARINA SEAWALL REPAIR I&
5772 Bolsa Ave, Suite 100 isc THE IRVINE COMPANY PROJECT NUMBER
4/23/08 PLAN CHECK REVISIONS DAP Huntington Beach, CA 92649-1134 CAD OPERATOR
9/27/07 PLAN CHECK PER ADA ACCESSIBILITY DRB Tel: (714) 895-2072 ISC 6200.03
Exp. 31- S Fax: (714) 895-1291 CHECKER 30990055.00006
NO. DATE DESCRIPTION BY Cash & Associate DAP SITE PLAN DRAWING NUMBFR
REVISIONS OF' CA01 PROJECT MANAGER RHM- SP— 1
PANELS P-1 THRU P-69
SEE TABLE OF OBSERVED DEFECTS SEE TA
PARKING LO
- - - - - - - - - - - - - - - - - -
. . . . - i= - - - - - - - - - --- --- - -- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
F-- - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - I - . I . -- .
- - - - - - - - - - - L-- -
- 6 � Z5-�
a 0 (8 Is 8 a 8 @ 6 a 0 6 6 @ @ @ @
(NEWPORT Q6Y
EXISTING PLATFORM ABOVE
EXISTING PLATFORM ABOVE
EXISTING SEAWALL PLAN
0 5, 10, 20'
SCALE: 1 "= 10' MIT"
GRAPHIC SCALE
D,�L
M �U
AT L�M 2,'
W.
EL.
------------------------------------------------------------------------------------------------------------
I TABLE OF OBSERVED DEFECTS I
/f3\1 4/23/081 PLAN CHECK REVISIONS
9/27/071 P N CHECK PER ADA ACCES
NO. I DATE DESCRIPTION
REVISIONS
SEE
-(E) CONC. PANEL (TYP) FEE TABLE
-(E) SEAWALL CAP
-1 TOP OF SEAWALL
MUDLINE
B.O. OF PANELS
EXISTING SEAWALL ELEVATION
SCALE: 1"=10'
I TABLE OF OBSERVED DEFECTS I
LEGEND:
C-1
CRACK TYPE 1
C-2
CRACK TYPE 2
J-1
JOINT FAILURE TYPE 1
S-1
SPALL TYPE 1
S-2
SPALL TYPE 2
EXISTING SEAWALL SECTION
SCALE: 1/4"=l' -O"
T
FESSi ENGINEER DRB SCALE. -
AR DESIGNER BAY SHORE MARINA SEAWALL REPAIR AS NOTEd
5772 Bolsa Ave, 8 ite 100 ISC THE IRVINE COMPANY
DAP um Huntington Beach,"CA 92649-1134 CAD OPERATOR PROJECT NUMBER
31BILITY DRB Tel: (714) 895-2072 ISC 6200.03
S Fax: (714) 895-1291 CHECKER 30990055.000136
BY Cash & Associate DAP SEAWALL PLAN, ELEVATION AND SECTION DRAWING NUMBER
OF CAO PROJECT MANAGER RHM S-1
17 AIR MORTAR
DING BRIDGE
M TO DETAIL 5 FOR EDGE
AND SURFACE CONDITIONING
REQUIROAENM
DELAMINATION OR SPALLS
POITTING Dr.= (NO EXPOSED REINFORCING)
CAP SEAL ALONG NOT TO SCALE (SPALL TYPE Sl, CRACK TYPE C2) tI,
LEN= OF CRACk--
A
b A
CMCKS (WIDTH .005" TO 1/41
NOT TO SCALE (CRACK TYPE Cl)
ED CONCRETE
ES To FRECETVE PATCH
OXIDGIED (CORRODED) SAM
N3/4' MR. CUIAIRANCE
REFER TO NOTE 02
A� 4 '
SECTION THROUGH
CONCRETE MEMBER
.4
APPUCABI TO HORIZONTAL AND VERTICAL LOCATIONS
"AM BEFORE STARTING ROOMS, REVIOW EFFECT DF ROOMS ON
STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY,
bkmLl
REFER TO DECAL 5 AND 6 FOR EDGE AND
SURFACE CONDITIONING AND EXPOSING
REINFORCING SAIR REQUIREMENTS. I
DELAMINATION OR SPALLS
(WITH EXPOSED REINFORCING)
NOT TO SCALE (SPALL TYPE S2)
MINIMUM REQUIRED LAP MINIMUM REQUIRED LAP
TOTTLY
IF REBAR HAS LOST MORE THAN 25X OF IrS CROSS
SECTIONAL AREA, SUPPLEMENTAL REINFORCING WEEL 6
REQUIRED, REFER TO REINFORCING TABLE. DETAIL 11,
FOR MINIMUM DIAMETER OF REBAR.
1) REMOVE LOOSE OR DELAMINATED CONCRETE AWE OXIDMED REINFORCING STEEL.
ONCE INITIAL REMOVALS ARE MADIE, PROCEED WITH THE UNDERCUTTING OF ALL
EXPOSED OXIDIZED (OORRODEO) UNDERCUTTING MLL PROVIDE CUEAJtANCE
FOR UNDER Wa CLEANING, PULLMM CIRCUMFORENCE BONDING TO SURROUNDING
CONCRETE. AND WILL SECURE THE PATCH STRUCTURALLY.
2) PROVIDE MINIMUM 3/4- CLEARANCE BETWEEN EXPOSED ROAM AND SURROUNDING
CONCRETE.
3) CONCRETE REMMALS SKALL EXTEND ALONG THE BARS 70 LOCATIONS ALONG THE
BAR FREE OF BOND INHIBITING CORROSION. AND WHERE THE BAR IS WELL BONDED
TO SURROUNDING CONCRETE
4) IF UNOXIDM REINFORCING SIM Is EXPOSED DURIING THE UNDERCUTTING PROCESS,
CARE SHALL BE TAKEN NOT TO DAMAGE THE RAIRS' BOND TO SURROUNDING
CONCRETE. IF BOND BETWEEN 13AR AND CONCRETE IS BROKEK UNDERCUTTING OF
THE BAR SHALL BE REQUIRED.
5) ANY REINFORCEMIDIT WHICH IS LOOSE SWILL BE SECURED IN PLACE BY Tym TO
OTHER SECURED BARS.
6) REFER TO DETAIL 7 FOR ADDITIONAL DETAILS.
EXPOSING AND
UNDERCUTTING REINFORCING STEEL
NOT TO SCALE
PLAN CHECK PER ADA ACCESSIBILITY
DESCRIPTION
REVISIONS
IF REPAIRS ARE REQUIRED 'TO THE REINFORCING STEEL
ONE OF THE FOLLOWING REPAIR METHODS SHALL BE USOD:
1) COMPLETE BAR REPLACEMENT. OR
2) ADDITION OF SUPPLEMENTAL BAR OVER AFFECTIVE
SECTION.
2A) NEW BAR MAY 13E MECHANICALLY SPLICED TO OLD
BAR OR PLACED PARALLEL 70 AND APPROXIMATELY
3/4' FROM EXISTING am.
20) LAP LENGTH SHALL BE AS INDICATED ON
REINFORCING TABLE. DETAIL e. SIZE OF
SUPPLEMENTAL BARS SHALL MATCH EXISTING BAR.
CLEARING UNDERSIDE
OF BAR
PATH OF
EE j F--1 171 Ll F---] F--] ABRAS-0
I 011011INAL MILL .1m. HiEwLy
SCA.E UNOXIDM 9XII)LOW OXIDERID
SECITION SECTION A f
CONCRETE
NO REQUIRED . 9
ALL HEAVY OXIDE AND SCALE SKALL HE REMOVED FROM THIE BAR AS NECESSARY
TO PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL AS DETERMINED
BY THE ENGINEER
REPAIR OF REINFORCING STEEL
DUE TO LOSS OF SECTION
NOT TO SCALE
JOINT FILLER—
%
PRIMER
D.
ElliCkER ROD
.3/4' SAWCUT MAX. OR LESS EPARED SURFACE
AS NECESSARY TO AVOID TO RECEIVE REPAIR
CUTTING REINFORCING STEEL PE'TERIAL
!IF w
'61 4
SECTION THROUGH
CONCRETE MEMBER
4 -A
JOINT t -
APPLICABLE TO HORIZONTAL AND VERTICAL LOCATIONS
JOINTS, SUBSTRATE FAILURE
NOT TO SCALE (JOINT FAILURE TYPE Jl)
MR
SIZE
MINIMUM LAP NOMINN.
LENGTH (INCH) (1) BAR DIA
(D)
PLAIN EPDXY (INCH)
MINIMUM
BAR DIA
(D)
(rjcH)(2)
3
17 21 .375
-32
4
22 33 SOO
5
28 42 .625
.54
6
J3 50 .750
.65
7
48 72 .875
.711
a
as 93 1.000
.87
a
a 9.3 I.In
a
191161LAD113.
I ) MINIMUM RENFORCING LAP LENGTHS ARE BASED ON 3.000
PSI MINIMUM CONCRETE STRUICITH, 2 INCH CONCRETE COVER
AND 6 INCH MINIMUM REBAR SPACING,
2) VALUIES BASED ON 25 PERCENT REDUCTION IN REINFORCING
BAR At" 40 ADDITIONAL REINFORCING IS RECILIM OF THE
MEASURED INAMETER OF THE REINIFORING BAR IS EQUAL TO
0 0 RFATER THAN THE NOTED DIAMETER. THE DIAMETER OF
R I
THE REINFORCING IS MEASURE BETWEEN DEFORMATIONS.
REINFORCING TABLE
NOT TO SCALE (?)
,,�IIFESS/o.V, ENGINEER DRB
lz� OW DESIGNER ISC
5772 Bolsa Ave, Suite 100
Huntington Beach, CA 92649-1134 CAD OPERATOR
Tel: (714) 895-2072 ISC
EXPL 1- Cash & Associate S Fax: (714) 895-1291 CHECKER DAP
I V I �' IV
OF CA0 PROJECT MANAGER RHM
WROM BMW STARIING REMDMLS, REVIEW EFFECT OF ROWAS ON
STRUCTURAL KFEWITY. PROVIDE SHOFING OF MEMBER AS NECESSARY.
1) PEEN TO DETERMINE umff$ OF swcurs AND REMOVE DELMINATED CONCRETE
ROOM ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRIED
THICKNESS OF REPAIR MATEWAL
2) AT EDGE LOCATIONS PROVIDE RIGHT ANGLE CUM &W-ffAUMLM=- PATCH
CONFIGURATIONS SHALL BE AS SHOWN BELOW.
a — ME
NOT NOT
ACCEPTABLE ACCEPTABLE ACCEFIAITUE ACCEPIASUE
3) MIER REMOVALS AND EDGE CON13MONNO ARE COMPLETE. REMOVE WHO INHIBITING
MATERIALS E SLURRY. LOOSELY BONDED AGGIREGAT By HIGH
PRESSURE V&momluo PEEN THE SURFACES WrElt CLEANINGEN INSURE THAT
SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL
DOMINATIONS ARE NOT PRESENT. IF PRESENT. SAWCUT AND REMOVE ADDITIONAL
CONCRETE AS REQUIRED TO SOUND CONCRETE -
4) CEMENT AND PARTICULATE SLUIRRIY MUST BE REMOVIED FROM THE PREPARED
SURFACES BEFORE SLURRY HARDENS.
EDGE AND SURFACE CONDITIONING
NOT TO SCALE
BAY SHORE MARINA SEAWALL REPAIR
THE IRVINE COMPANY
REPAIR DETAILS
CALE
AS NOTED ZL
ROJECT NUMBER
6200.03
DRAWING NUMBER
S-2
NOTE
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE �CBC) ACCESSIBILITY REQUIREMENTS
PREPARED BY DAVID H. PILLMAN, AAA ACCESSIBILITY SPECIA IST
THESE DRAWINGS SHALL BE CONSIDEftl) INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
REVISIONS
J_ I—
EXISTING WOOD FRAME
STRUCTURE (RESTROOMS)
SEE
.0
EXIST. ELECTRICAL TRANSF )RMER
AND VAULT
WOOD TRASH ENCLOSURE
EXISTING 4" WATER SERVICE
EXISTING RESIDENCE Nr42�,, j7
ELECTRIC SERVICE ZA S:
(UG)
EXIST. 6" WATER
TELEPHONE VAULT
A UMINUM GANGWAY
77-
T i
N
4
tif�TIN6 3- 6" HIGH METAL RAILING
WOOD' FRAME -STRUCTURE (RESTROOMS)- SEE
WOOD TRASH ENCLOSURE
GAS METER
77,
EXISTING RESIDENCE
V) —0
2.7' HIGH CONC. BLOCK RETAINING
/3' HIGH METAL RAILING.
EXISTING CONCRETE WALKWAY
EXISTING 3" WATER SERNACE
11_0011 CONC WATER METER VAULT
FIRE HYDRANT
\�ANC. WATER METER
SITE PLAN
SCALE: 1" = 40'
0 20' 40' 80'
GRAPHIC SCALE
PARKING
4 HANDICAPED PARKING (I VAN ACCESS)
92 REGULAR PARKING SPACES
NOTE:
1. THE EXISTING ADA GANGWAY @ RESTROOM BUILDING NO. 1 (2570 BAYSHORE)
SERVES THE ENTIRE MARINA. NO OTHER ADA GANGWAY IS
REQUIRED.
ff
2. CALIFORNIA RECREATION COMPANY (CRC) SHALL FULLY
COOPERATE WITH ANY DISABLED BOATER, GIVING THAT
BOATER A SLIP OF THE DESIRED SIZE, NEAREST TO THE
ADA COMPLIANT GANGWAY. IN THIS SITUATION, CRC WOULD
RELOCATE EXISTING BOATS TO MAKE ROOM FOR THE
DISABLED BOATER.
PROJECT ADDRESSES
3. SITEWORK & ADA COMPLIANCE FOR BLDG. NO. 1 (2570 BAYSHORE) WAS
E
§
COMPLETED IN 1998. SEE SHEETS C1, C2, C3, C4, Al, A2. AND
2570 BAY SHORE DRIVE (BLDG. #1)
HARDSHIP DOCUMENTATION.
2550 BAY SHORE DRIVE (BLDG. #2)
f
�4 ,,oFESSi
Y,
ENGINEER ORB
BAY SHORE MARINA WEST REBUILD
SCALE
DIAR,
5772 Bolsa Ave, Suite 100
um
THE IRVINE COMPANY
AS SHOWN
B
DESIGNER
ORB
PROJECT NUMB
Huntington Beach, CA 92649-1134
Tel: (714) 895-2072
4720.02
CAD OPERATOR RLR
31-08
V%
Cash & Associates Fax: (714) 895-1291
SITE PLAN
CHECKER
DAP
DRAWING NUMBER
or chol
PROJECT MANAGER
RHM
EXI&TING
KEYNOTES
EX15TING
1.5% CROSS -SLOPE *CROSSWALK (2%)MAX.) GRIND AC
2550 BAY
PAVING EDGE 0 GUTTER FLUSH TO CONCRETE.
2570 BAY SHORE
DR
3% SLOPE MAX. 0 TRANSITION.
(DONEj,;
5ULDING
---
SHORE DR.
El
EXISTING RED CURB. PROVIDE MITE "NO PARKING"
4`
5ULDING 2
F51
STENCIL 0 FACE OF CURB
(4
PROVIDE NEW TOW AWAY SIGN, SEE "E" -
k�C - �3
_V_LK
6' WIDE PAINTED RED LINE OU TSIDE OF CROSS A
L - — - — - — - — - — - — - — - P_
;(DONE
0
W/ 4 BLOCK LETTERS STATING "NO PARKING"
El
PROVIDE PAVEMENT MARKING "DO NOT ENTER" PER CITY
STDS.
p
F9 I
"VAN ACCESSIBLE" SIGNAGE. SEE 64
PROVIDE B -
(OC E)"
9--o- 0-
NX
91-0.
'77
3'-0-
(DONE)
(3 -.N�-i i_;:.�T� -'t- 7r�
22
29
i;
GRIND PAVING FLUSH TO CONC. (MAX 2% SLOPE)
1—A.C—
4' 0"
"E)
--A -N X -N'- A:
0 PAVING
9. -0.
0
t.
'--"NO PARKING" SIGNAGE PER CITY STD,
PROVIDE
22
SEE 4
0 N d
N
F 6
REMOVE EXISTING CONC. CURB & SLAB & REPLACE W/AC
PAVING TO MATCH EXISTING.
4" BLUE STRIPING 0 3'-0' O.C. OUTLINED W/4" BLUE STRIPE
0
0 PERIMETER.
19
9
1
81;
N()". U_A',
4'-0" LONG CONCRETE WHEEL STOP - SEE r7
X! N C, C, N -,A;A I DkiA;
0
\(D6NE)
12 it
F <i`-, 71 N C; VA_ V1 S, Af. E; f BAi-:111 �iitr` -P;7*v'z_.N1
0`1
DO N:�M
ENTER
PROVIDE DISABLED PARKING SIGNAGE & EMBLEM 0
"B"
��l 3
PAVEMENT PER t--4-,\ W/ STALL STRIPING IN BLUE.
NO: U.;r..
A D i.%Nj:.�j,'A,u
3
ItA,1, 14 '0i: I A -A.
dNE)
iz,
(DONE)
C. _K_ S:_
.. ..... . . .
(DONE)
N
PAINT CURB "CAUTION" YELLOW
2 0"
(DONE
—C.
_LTRANSITION
— —
(DONE)
N'�
TELE.
ACE OF CURB
— — — —
E
PROVIDE DIRECTIONAL SIGNAGE TO PRIMARY, ACCESSIBLE
ENTRANCE & SANITARY FACILITIES. PER "H"
—FL—
. . . . . .
F.H.A
0 FWATM
F. H.
SECONDARY SITE ENTRANCE
(DONE)
LnYLTJ
/PATH OF TRAVEL
4
PROVIDE BLDG. SIGNAGE W/12 HIGH BLOCK LETTERS ON
PRIMARY SITE ENTRANCE
CONTRASTING BACKGROUND 0 EA. SIDE OF BLDG. MOUNTED
BELOW EXISTING LIGHTS WHERE POSSIBLE - SEE "I" OR
/PATH OF TRAVEL
j "r4
PARTIAL SITE
PLAN
LEGEND
APPROX LOCATION OF
PHOTOGRAPH
GRIND CONCRETE TO PROVIDE TRANSITION PER 4
SCALE: 1/8" = 1'-0"
NOTE:
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE (CBC) ACCESSIBILITY REQUIREMENTS
PREPARED BY DRAD H. PILLMAN, AAA. ACCESSIBILITY SPECIALIST
PROVIDE 4" WIDE YELLOW WARNING STRIPING 0 30" O.C.
THESE DRAWINGS SHALL BE
CONSIDERLD INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
PARTIAL SITE PLAN
W/PERIMETER STRIPE.
2% MAX. SLOPE (ANY DIRECTION) 0 DISABLED PARKING
SCALE: 1/8" = 1* -0"
STALLS & LEADING/ACCESS AISLES.
SEE C-1 FOR ADDITIONAL KEY NOTES
'soflssl
um
5772 Bolsa Atie, Sufte 100
Huntington Beach. CA 92649-1134
Tel' (714) 895�2072
ENGINEER ORB
DESIGNER
BAY SHORE
THE
MARINA WEST REBUILD
IRVINE COMPANY
SCALE
AS SHOWN
I AB
4/23/08 PLAN CHECK REVISIONS CAP
D_RB
PROJECT NUMBER
4720.02
ZAD OPERATOR
RLR
9/27/07
A PLAN CHECK PER ADA ACCESSIBILITY DRB
EXP -31-08
Cash & Associate S
Fax: (714) 895-1291
PARTIAL
SITE PLANS
30@@WWCDM
NO. DATE DESCRIPTION BY
CHECKER
1PROJECT
DAP
DRAWING NUMBER
C-2 3
REVISIONS
MANAGER RHMI
CHILDREN SHALL
BE SUPERVISED
BY ADULTS.
2" LETTERS - MATCH EXIST. SIGNAGE
IN COLOR, TYPE OF LETTERING
BACKGROUND COLOR.
(EXIST. SIGNAGE: "KEEP OFF
PRIVATE DOCK-)
DOCK SIGNAGE
SCALE: 1 1/2" = V-0"
1/2- RADIUS
BLUE
WHITE
REFLECTORIZED SIGN� — RESERVED RESERVED
CONSTRUCTED OF FOR FOR 80" MIN. FOR
PORCELAIN STEEL FREE STANDING
WITH BEADED TEXT HANDICAPPED HANDICAPPED
36" MIN. FOR
OR EQUAL. 36" T WALL MOUNTED
NOTE: TO TOP OF WALKING
SI GN TO BE CENTERED SURFACE
AT THE INTERIOR END OF EMBL M AUST BE LOCATED
PARKING SPACE IN STALL SO THAT IS VISIBLE
AREA OF SIGN TO BE BY A TRAFFIC ENFORCEMENT
OFFICER WHEN A VEHICLE IS
A MIN. OF 70 SQ. IN.
PROPERLY PARKED IN THE
DESIGNATE FOR SPACE (CENTERED AT
"VAN ACCESSIBLE" ENTRANCE TO STALL.)
MERE APPROPRIATE
SIGNAGE
SCALE: 1/2" = 1'-0"
DETAILS
AS SHOWN
1. ACCESSIBLE PARKING
A. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND
LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED
MOTH OF WALKWAYS.
B. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE,
AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR
IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE.
THE SIGN SHALL VE NOT LESS THAN 17" BY 22" IN SIZE WTH LETTERING
NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY
STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING
PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS NTH DISABILITIES
MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE
RECLAIMED AT OR BY TELEPHONING
NOTE: BLANK SPACES ARE TO BE FILLED IN NTH APPROPRIATE
INFORMATION AS A PERMANENT PART OF THE SIGN.
2. WALKS AND SIDEWALKS
A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE,
NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL
EXCEEDING 1/2".
B. WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH.
C. WHEN CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE
BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL
CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.
D. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING
1/2" SHALL COMPLY WTH THE REQUIREMENTS FOR CURB RAMPS.
E. WALK AND SIDEWALK SURFACES SHALL BE SLIP -RESISTANT AS FOLLOWS:
1. SURFACES NTH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT
LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM
SALTED FINISH.
11. SURFACES NTH A SLOPE OF 6% OR GREATER GRADIENT SHALL BE
SLIP -RESISTANT.
F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS
1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY NTH THE PROVISIONS
REQUIRED OF A PEDESTRIAN RAMP.
G. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 -
PER FOOT.
REVISIONS
Kt m 1E IN
M N
SAN SERIF
UPPERCASE
LETTERIWG TY
Ile
UNISE
WOMEN MEN
'WALL MOUNTED SIGNAGE TO BE
LOCATED ON LATCH SIDE OF
DOOR CLEAR OF DOOR-SWIWs.
MOUNT AT 60" TO CENTERLINE
OF SIGN FROM FLOOR
LETTERNG
RAISED
'I
1/32"
.4 N
UPPERCASE
CHARACTERS
PROVIDE SIGNAGE AT DOORS
OF BUILDIWG, I ONLY
OMIT AT BUILDIW. 2
GRADE 11 5RAILLE
WALL 4 DOOR MOUNTED SIGNAGE (TYf*.)
SCALE: 1
DOOR -MOUNTED
SIGNAGE
WHITE
30 MIN. NO ----
PARKING PARKINC,— RED
&EXEMPT TOW AWAY—SIZE OF SIGN
AND LETTER
SIZE TO BE
VERIFIED NTH
CITY OF NEWPORT
BEACH
SIGNA6E E
SCALE: P -F-0" SCALE:
__'�_�LETTERING ON
PAWED IN DESGNATE
kCoE s SIGN MUST BE
WOW
DISTINGuSHM PLACARDS A MINIMUM OF
OR UOIENCE PLATES I" IN HEIGHT
MED FOR PERSONS
WITH DISAINUTIES
AT BE TOWED AWAY AT
OWNERS EXPENSE
TOWED VDICLES WAY BE APPROPRIATE INFORMATION
11wjA MUST BE INCLUDED ON SIGN
OR ��
j (MINIMUM OF 1- IN HEIGHT)
L Ij..
SIGNA64E
SCALEi P -l' -O"
12" SO.
BLUE BACKGROUND WITH
WHITE FIGURE & BORDER
- — - E—MOUNT ON WALL OR GLAZING
TO FIN. NOTE:
SURFACE EXTERIOR SIGNAGE MAY BE PLASTIC
OR 16 GA GALV. SHT. MTL. 0 BLDG. ENTRANCE
SIGNAGE
SCALE: P -P-0"
H. ALL WALKS NTH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT
LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'.
1. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF
GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE
SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL
BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW.
3. CURB RAMPS
A. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE
FLUSH AND FREE OF ABRUPT CHANGES, EXCEPT THAT THE LOWER END
OF EACH CURB RAMP SHALL HAVE A 1/2" LIP BEVELED AT 45 DEGREES.
B. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE, SHALL NOT
EXCEED 1: 20 WITHIN 4' OF THE TOP AND BOTTOM OF THE CURB RAMP.
THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL
NOT EXCEED 1 VERTICAL TO 10 HORIZONTAL.
C. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR
OBSTRUCTION BY PARKED CARS.
4, RAMPS (EXTERIOR OR INTERIOR)
A. HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMPS THAT PROVIDE
ACCESS IF THE RAMP SLOPE EXCEEDS 1' RISE IN 20' OF HORIZONTAL RUN.
5. DOORS
A. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND
SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS
AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF
HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR
SURFACE -MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL
NOT REQUIRE MORE THAN ONE OPERATION.
B. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH
ARE IN A PATH OF TRAVEL SHALL BE OPERABLE NTH A SINGLE EFFORT
BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING
BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT
REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
C. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED
BETWEEN 30" AND 34" ABOVE THE FLOOR.
D. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT
THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32".
AM
SEE ATTACHED CITY OF NEWPORT BEACH
DOCUMENTATION OF UNREASONABLE KARDSHIP
FOR EXCETS 0 COMPLANCE To
CA. OLDO WE �CS�UACCESSOUTY REOUTS,
PREPARED RY.
DAVID H. PILLWIAN. KIA, ACCESSIBILITY SPECIALIST.
THESE DRAWNGS SHALL BE CONSIDERED INCOMPLEIT
WMW REFERENCED DOCUMENTAT)ON.
FULLY LETTERING ON 7
SIGN MUST BE —FULLY
ACCESSIB A MINIMUM OF ACCESSIBLE
RESTROOMS RESTROOMS
LOCATED IN 1" IN HEIGHT LOCATED IN
BUILDING 1 REFLECTORIZED SIGN BUILDING 1
CONSTRUCTED OF
PORCELAIN STEEL W/
BEADED FIGURE, SEE -G-
1/2" RADIUS
—BLUE BACKGROUND
WITH WHITE FIGURE:
7 ON DIRECTIONAL SIGN
GALV. STL. POST
(2'xl5 GA. MIN.) 4
W/ 4x4xl/4" > WELDED 12"
0 END. PAINT WHITE
FIN. SUFACE
ELF
� �w
51IGNAGE is ffOST ------
EXIST. LIGHT SCALE:
EACH SIDE
OF BLDG.
LARGE BLDG. NUMBER
UNDER EACH LIGHT
EACH SIDE
-2550 /-ADDRESS SIGN ON
PARKING LOT SIDE
2570 - ONLY
BAYSHORE IBAYSHORE-
5LDG. -SIGNAqEk^
> BLDG. 64NAGE
SCALE: V -V- SCALE: PzV-0" ��
E. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED NTH THE
DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED
POSITION.
F. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS
SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING MOTH OF 32" NTH
THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED
POSITION.
G. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE
OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION
OF DOOR SWNG OF AT LEAST 60" AND THE LENGTH OPPOSITE THE
DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO
THE PLANE OF THE DOOR IN THE CLOSED POSITION.
H. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR
SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR
EXTERIOR DOORS, 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS AND
36" ON THE PULL SIDE OF THE DOOR WHEN THE APPROACH IS LIMITED
FROM HINGE DIRECTION ON THAT SIDE.
1. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2- LOWER THAN THE
THRESHOLD OF THE DOORWAY.
J. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS
FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL
OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS
AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.
COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE
UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE
REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE
INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
6. FLOORS AND LEVELS
A. CHANGES IN LEVEL UP TO 1/4- MAY BE VERTICAL AND WTHOUT EDGE
TREATMENT.
B. CHANGES IN LEVEL BETWEEN 1/4- AND 1/2- SHALL BE ACCOMPLISHED BY
MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.
C. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE,
IT SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD OR
BACKING OR NO CUSHION OR PAD, AND HAVE A LEVEL LOOP, TEXTURED
LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE
MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL
BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE
LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY
NTH NOTE 2 ABOVE.
ENGINEER DRB
5772 Boise Ave, Suite 100 DESIGNER DRB
Um Huntington Beach, CA 92649-1134 D OPERATOR —
Tel: (714) 895-2072 RLR
Cash & Associates Fax: (714) 895-1291 CHECKER DAP
I PROJECT MANAGER RHM
D. IF GRATINGS ARE LOCATED ON FLOORS, THEN THEY SHALL HAVE SPACES
NO GREATER THAN 1/2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE
ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG
DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.
7. HAZARDS AND PROTRUDING OBJECTS
A. OBJECTS PROJECTING FROM WALLS NTH THEIR LEADING EDGES
BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO
MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR
AISLES.
B. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN
ACCESSIBLE ROUTE OR MANEUVERING SPACE,
B. STAIRWAYS
A. OPEN RISERS ARE NOT PERMITTED.
9. SIGNS & IDENTIFICATION
A. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A
MITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO
COLOR NO. 15090 IN FEDERAL STANDARD 599b.
B. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY
PERSONS WTH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR
LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED
WTH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE
TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.
10, ELECTRICAL
A. THE CENTER OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE
OUTLETS SHALL BE INSTALLED NOT LESS THAN 15" ABOVE THE FLOOR OR
WORKING PLATFORMS.
B. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR
SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR
AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES,
OR COOLING. HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE
MORE THAN 48" AE30VE THE FLOOR OR WORKING PLATFORM.
C. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE
LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM,
GROUND SURFACE OR SIDEWALK
3CALE
AS SHOWN I AB
�ROJECT NUMBER
4720.02
30990moom
12
)RAWING NUMBER a
C-3
BAY SHORE MARINA WEST REBUILD
THE IRVINE COMPANY
ACCESSIBILITY
DETAILS AND NOTES
RADIUSED
RADIUSED
STL. TUBE RAILING EA. SIDE OF EXIST. STEPS EDGES
WELD TO EXIST. GUARDRAIL. MATCH EXIST. TYR
STL TUBE RAILING EA. SIDE OF EXIST. STEPS EDGES
WELD TO EXIST. GUARDRAIL. MATCH EXIST, TYR
GUARDRAIL FOR SIZES OF BALUSTERS, ETC. F
GUARDRAIL ON SITE FOR SIZES OF BALUSTERS,
REMOVE EXISTING RADIUSED
PAINT ENTIRE RAILING BA'. 5 E > -
SE >
ETC. PAINT ENTIRE RAILING BA! 0
ALUM. HANDRAIL RETURN. OCCURS 0 CONDITION 2
+ +
+ +
GRIND ENDS SMOOTH AND ONLY
2" WIDE CONTRASTING
2' WDE CONTRASTING
CAP TO MATCH EXISTING
BOTH SIDES < BETWEEN RAIL ENDS
L
COLOR STRIPE WITH NOI
COLOR STRIPE WITH NON -
CONDITION 2A ONLY
SLIP SURFACE - TYP.
DETAIL
SLIP SURFACE TYIP..
DETAIL
SCALE: 1 1/2" V -O"
12"
MIN. SCALE: 1 1/2" l' -O"
PROVIDE RADIUSED ALUM.
EXIST. GUARDRAIL
OVER
HANDRAIL RETURNS - MATCH
TO REMAIN- PAINT
L1�2"
12 SEE A 0 NOTE
EXISTING AND FINISH
ENTIRE RAIL AFTER 0
0
7, 2D, THIS SHT.
11 Flli
NEW HANDRAILS K
to
ARE ADDED 0
z
V)
0
z
z
u_ 12" 12"
12" 12"
S LL
bR TREAD
IEAD
,,H
WDTH
OR TREAD
w
Lq m
EXIST.
GRIND DOWN CONCRETE
'R
ASPHALT OR OTHER MATERIAL
X�p LT 0
L -1\" MIN. CLR.
:1 NR 0 CONDITION 2A
:11011 WHEN GANGWAY
STRUCTURE JAX
AS SHOWN UNLESS NOTED
IEL IS LEVEL
OTHERWISE 0 PLANS.
D 10 COND 2k
1/2- OR LESS
2
EXIST. ONC,
SEE ALSO NOTE
T
2C, THIS SHT.
EXIST. TREADS
AND RISERS
STEPS & WALK
3/8"- EXP. ANCHORS
"HILTI" KWK-BOLT
3/8"- IEXP. ANCHORS
"HILTI" KWK-BOLT
2A
ICBO # 4627
ICBO # 4627
PARTIAL ELEVATION @ C-4
1 1" EMBED
1 EMBED'
WALKWAY LEVEL CHANGES
EXISTING GANGWAY RAILING* 2
EXISTING HANDRAILS @ EXISTING STEPS
EXISTING HANDRAILS @ EXISTING STEPS
NO SCALE
SCALE: I" = l' -O" C —
SCALE: 1" l' -O"
SCALE: 1" l' -O"
lkLST' TUBE PROVIDE NEW 11" SQ.
V D io TUBE HANDRAIL TO
WEXSIQS'T.
STL. TUBE MATCH EXISTING 0 +36"
VERTICAL STL. POST EXIST. POST A F F., SEE PLAN BELOW
PLR. 0 GUARD F6R* PROJECTION & WRAP
PAINT ENTIRE RAILING
AFTER MODIFICATIONS.
REMOVE E GUARDRAIL
X"T
NEW CONC WALK EXTENSION
'S"N 'LO k "D & PROVIDE
PROVIDE 4EDIUM BROOM FINISH
'E'
FIN FLR. SMOOTH DGES & CORNERS
1 2* PRE -MOLDED
JT. FILLER
\EXPANSION
12" ALIGN
to
2�, 4" 27
6"
C-4 3-#4 REBAR
f I
REINF. 0 48" D.C.
j! 0
GROUT INTO EXIST. WALK.
I I
1/2-'Xl8" LONG ROD
lz
0 EACH END
EXIST. WALK & CURB
NOTE:
PROVIDE CRACK CONTROL JT S� CU
W
0 10'-0* D.C. 0 EXP. JT W� PREI)MOLDED
BOTT. OF RAMP 4' MAX PROJECTION
INTO PARKING
JT FILLER 0 40'-0' O.C. CON OL JT. DEPTH
SLAB DEPTH 4
to
PLAN @ PARKING/
DRIVE END Lj, JLR. Typ.
NOTE:
PARTIAL ELEVATION OF
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP
EXISTING WALK @ WESTERLY PROPERTY LINE
FOR EXCEPTIONS To FULL COMPLIANCE TO CA BLDG. CODE (CBC) ACCESSIBILITY REQUIREMENTS
PREPARED BY DAVID H. PILLMAN, A.A., ACCESSIBILITY SPECIALIST
EXISTING GUARDRAIL EXISTING IVIODIFICATION§��
DETAIL
THESE DRAWINGS SHALL BE CONSIDERED INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
SCALE: 1 1/2" = l' -O"
SCALE: 1" l' -O" \ClL_y
NO SCALE
qsofESSI
0 OVAq e,
EXP 31-00
5772 Boise Ave, Suite 100
Um Huntington Beach. CA 92649-1134
Tal: (714) 895-2072
S Fax: (714) 895-1291
Cash & Associate
ENGINEER ORB
BAY SHORE MARINA WEST REBUILD
THE IRVINE COMPANY
SCALE
AS SHOWN
B
A
DESIGNER
ORB
PROJECT NUMBER
4720.02
309000MOODOO
4/23/08 PLAN CHECK REVISIONS DAP
CAD OPERATOR RLR
9/27/07 PLAN CHECK PER ADA ACCESSIBILITY ORB
CHECKER
DATE DESCRIPTION BY
Or kx-%i
I
CAP
DETAILS
DRAWING NUMBER
C-4
REVISIONS
PROJECT MANAGER
RHMI
a =0
I
I
'wjjLK!!A:k -1 mij;4 Nwo] ai zwx--' m .1
(�) MEN/SHOWE
zl�' I \- '/ ----@
WOMEN/,MEN (00' HAND WOMENIMEN
INTEFRIOFR ELEVATIONS SEE REFERENCE DWG.
(PERMIT NO, B98041691
RESTROOM ACCE55ORIES
"7'
�Ar G0VE.R 4N -D -C-5:4E
NOT uli=D
N0-:
/2.R:;;T!0N-.-.0uNTr:E7, TC!�_E7-,5EAT D!5FIE',z�ER
�'Y' N,�F<'N AND D'.5- NC----5�
ac -4R
-RECE'-35ED ---ER 4 7R-6
NOTE:
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION T UNREASONABLE HARDSHIP
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. G CBCj ACCESSIBILITY REOUIREMENTS
'0
PREPARED BY DAVID H. PILLMAN, AAA., ACCESSIBILITY - NAUS
THESE DRAWINGS SHALL BE CONSIDERED INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
DESCRIPTION
REVISIONS
MOLITION FLAN KEYNOTES
�EMO,/E DCO;R --5
0!LET �!x%, Fa Pi".
A C' -E�
R --R.\'��
RE10VE 4— EX:5-N6
'�X-5 7 N
E� S-.
NOTE:
ALL DIMENSIONS ARE TO
FACE Or STUDS UNLESS
OTHERWISE NOTED
2-11 =111111 1 1 1
103 m—
m m
P P, own
14
pow,
'I do
FLOOR FLAN
FLOOR FLAN KEYNOTE
(DONE):
(DONE): 31 N -.--
(DONE)
X%R="'� 70
(DONE).�&; \E,
t I
(DONE)l 's!H- L41/A!,��R� A
(DONE) %C�� T—r-
(DONE) EXiST. `�-N 5 r -,D 4 E�:5-.R 51-C\
N
(DONE)h0; EXil-T.
... T0 R- -1 i N
(DONE):o �
�X67. ELEC�
(DONE)[-�7"l NEIj FLO'O;R C)-RJTN
(DONE),'- EX!6T, DCC�, 70 '��E-.-.A�N
(DONE) i4
6EZ"r, �OLDE�,
(DONE) R. V-�LVE
'LE- =vp
(DONE) 1C, i 0,:-: E f R �; E k, D
(DONE). rL.E-X!5i-- 5L,0-'wE_!R
(DONE)
(DONE)
(DONE)
EX16'11',*'G ,LI -6 'C DE F-�t.NITEID
(DONE) - i 0 U-� F=P C
2_[i !NaUL-�TE EXFCEeE--- "; T TER :. !N
4 TFZAR T—.
(DONE)
IE) 2 oji U: T
E);:
E)
=05Z
4 - CEA*xa�-!'C! 7LE -70VED &—'S -E
-e '67. NE'
E)
5772 Bolsa Ave, Suite 100
Huntington Beach, CA 92649-1134
Tel: (714) 895-2072
Cash & Associates Fax: (714) 895-1291
WALL LEGEND
EXIST WALL
TO REMAIN
1177= NEW WALL
MATCH EXIST. CONST.
EXIST WALL
TO 5E REMOVED
DRB
BAY SHORE MARINA WEST REBUILD
DRB THE IRVINE COMPANY
TOR RLR
AS BUILT RESTROOMS BLDG. 1 (2570 BAY SHORE)
CAP FLOOR PLAN & INTERIOR ELEVATIONS
%NAGER RHM,
SCALE
AS �HOWN I AB
PROJECT NUMBER
4720.02
3001100MOD006
DRAWING NUMBER
A-1
TILE
FLR
LL16 MAX
SLopE
14i'3
0
45'
MAX. DETAIL
r (a '6'
INTEFRIOFR ELEVATIONS SEE REFERENCE DWG.
(PERMIT NO, B98041691
RESTROOM ACCE55ORIES
"7'
�Ar G0VE.R 4N -D -C-5:4E
NOT uli=D
N0-:
/2.R:;;T!0N-.-.0uNTr:E7, TC!�_E7-,5EAT D!5FIE',z�ER
�'Y' N,�F<'N AND D'.5- NC----5�
ac -4R
-RECE'-35ED ---ER 4 7R-6
NOTE:
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION T UNREASONABLE HARDSHIP
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. G CBCj ACCESSIBILITY REOUIREMENTS
'0
PREPARED BY DAVID H. PILLMAN, AAA., ACCESSIBILITY - NAUS
THESE DRAWINGS SHALL BE CONSIDERED INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
DESCRIPTION
REVISIONS
MOLITION FLAN KEYNOTES
�EMO,/E DCO;R --5
0!LET �!x%, Fa Pi".
A C' -E�
R --R.\'��
RE10VE 4— EX:5-N6
'�X-5 7 N
E� S-.
NOTE:
ALL DIMENSIONS ARE TO
FACE Or STUDS UNLESS
OTHERWISE NOTED
2-11 =111111 1 1 1
103 m—
m m
P P, own
14
pow,
'I do
FLOOR FLAN
FLOOR FLAN KEYNOTE
(DONE):
(DONE): 31 N -.--
(DONE)
X%R="'� 70
(DONE).�&; \E,
t I
(DONE)l 's!H- L41/A!,��R� A
(DONE) %C�� T—r-
(DONE) EXiST. `�-N 5 r -,D 4 E�:5-.R 51-C\
N
(DONE)h0; EXil-T.
... T0 R- -1 i N
(DONE):o �
�X67. ELEC�
(DONE)[-�7"l NEIj FLO'O;R C)-RJTN
(DONE),'- EX!6T, DCC�, 70 '��E-.-.A�N
(DONE) i4
6EZ"r, �OLDE�,
(DONE) R. V-�LVE
'LE- =vp
(DONE) 1C, i 0,:-: E f R �; E k, D
(DONE). rL.E-X!5i-- 5L,0-'wE_!R
(DONE)
(DONE)
(DONE)
EX16'11',*'G ,LI -6 'C DE F-�t.NITEID
(DONE) - i 0 U-� F=P C
2_[i !NaUL-�TE EXFCEeE--- "; T TER :. !N
4 TFZAR T—.
(DONE)
IE) 2 oji U: T
E);:
E)
=05Z
4 - CEA*xa�-!'C! 7LE -70VED &—'S -E
-e '67. NE'
E)
5772 Bolsa Ave, Suite 100
Huntington Beach, CA 92649-1134
Tel: (714) 895-2072
Cash & Associates Fax: (714) 895-1291
WALL LEGEND
EXIST WALL
TO REMAIN
1177= NEW WALL
MATCH EXIST. CONST.
EXIST WALL
TO 5E REMOVED
DRB
BAY SHORE MARINA WEST REBUILD
DRB THE IRVINE COMPANY
TOR RLR
AS BUILT RESTROOMS BLDG. 1 (2570 BAY SHORE)
CAP FLOOR PLAN & INTERIOR ELEVATIONS
%NAGER RHM,
SCALE
AS �HOWN I AB
PROJECT NUMBER
4720.02
3001100MOD006
DRAWING NUMBER
A-1
F=LOOfR PLAN KEYNOTE5
REMOVE EXISTIW. DOORM FRAME
PATCH AND REPAINT TO ATC14 EXISTIWj FINISH,
0
(DONE) DCOR 4 CON --
E
iv �NT —In /Et;z
(DONE) s� 0 R N Ed� 6 R,� 5 -14 R
—4
OR
E p � 4 GE ME X. NG 0 �;R
r4l REPLACE ALL DOOR15 AND PARTITIONS
IN -LIKE -KIND WITH SLIDJWG TYPE DOOR
LATCWIW-s WARDWARES. TYF.
(DONE)
0: NO* -,i6ED
(DONE)
(DONE)
(DONE)
(DONE) 'CN
-460!22-1 1V -0 AIN
(DONE)
(DONE)
0 R N
(DONE) =-X15T-:N6 PLOOR, a.R-1!N 70 ;.;-�E�--N
(DONE) Exj,3-. O'coR. TO
LOWER COAT HOOKS TO -415" Ar -F.
PATCH WALL HOLES AND REPAINT
TO MATCH EXISTING FINISH.
... ... . . .... ......
(DONE)
NEW -:NG —LEVER �111XIN6 VALVE
TORE— AGE EX157IN16
(DONE)
EX:6- NGr iw�EAD TO F,—�--A N
(DONE)
-------------
- ---- ---- --
(DONE) !20. E>1:5T.N,� -A: 5 TO 5E F-AlN
i 2 i 2
(DONE) 2'1 aT W/-17P�.R PIP 11C-
eT-NC-
(DONE)
.. . .. .....
(DONE) RAM�-
IRA N& - 60
IF-, (DONE)
NO A�,�:T
WH 11 m N NE PRO /--�—N—
(DONE) �X e-ING zi- 5rE ��-2 4 _6 0
4
4 A
(DONE)
C; P
RO; �-Cj�
ILL LT E�
Ji
13
;!2" -RIMARY
21 PROVIDE DIRECTIONAL SIGNAGE TO F
ACCESSIBLE ENTRANCE 4 SANITARY FACILITIES.
PER 11w, 4
A
WALL LEGEND
EXIST WALL
NOTE -"tiEX15TINr, FLAN 25,M 5AY SPORE -E3LC) 2 TO REMAIN
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP ::=====Z EXIST WALL E
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE�CBC) ACCESSIBILITY REQUIREMENTS TO BE REMOVED �9
PREPARED BY DAAD H. PILLMAN, AAA. ACCESSIBILITY SPEC IST 0 9
THESE DRAWINGS SHALL BE CONSIDERLD INCOMPLETE WITHOUT REFERENCED DOCUMENTATION. * I. WORK MADE PART or PC 02145-2006 PERt1IT
ENGINEER ORB SCALE
'TOESSi
BAY SHORE MARINA WEST REBUILD AS SHOWN
'01RJ e�, 5772 Boise Ave, Suite 100 DESIGNER DRB THE IRVINE COMPANY
MBER 4
4/23/08 PLAN CHECK REVISIONS DAP Um Huntington Beach. CA 92649-1134 CAD -OPERATOR 7
9/27/07 PLAN CHECK PER ADA ACCESSIBILITY DRB Tel: (714) 895-2072 RLR 4720.02 9
N DATE DESCRIPTION BY OR 31-08 Cash & Associates Fax: (714) 895-1291 CHECKER WORK REMAINING @ 309900116,9=6 I
0. � % DAP EXISTING RESTROOMS BLDG. 2 (2550 BAY SHORE) DRAWING NUMBER A
REVISIONS OF CAO' PROJECT MANAGER A-2
RHMI
-------------- J.
CASH & ASSOCIATES
PAI N -b. 18. IVIII
zi
EA
City ofhl�pw Beach
Blildi., DryInnnienit
3W, N -p- flo.le-el
P 0. S. 1749
N pm Benek CA 92638-9915
All..,- Mr. F yul JwJi
Anni,l� Due- Building DcFerientrot
S.hj.1 BAYSHOREMARIN
ADA COMPLIANCE DOCUMENTATION
VLANCHIECK NO. 102-911
C Next _
kA n720i)q)
G-Inii-
4 A,-..,. ADA C-pli.. 1,,rd. B-honn Motion projeei
Unf-Z ly.M, Pihnm in, In thibospiul onto to rv&ml pobler, end unnot �pkm the "li.1
ilk.1-1 "k-luni-l-h-lieltedWit.
71-letc, CEI, & Assneiltres ha eernpl.-I the dMi-m Mil, th-nined.- id-ired . -D,11.
1�i,lhe n,W-fd.(- Withr.-tieffierft--g-rid-
iVed froot Ono"e-ol biddii.g the I..t improVerrents Coil 'm perceamsee,
ho, I, beer, -,.d accordingly.
We WP -i Of-bot'll"I on --ble, "t 0 ... U-1-
.".gw obug. -1, ireereimnely . 0. fibnotitil; dock p -on dilh, m.ject. T1.0-111.)-pti-Od
niAilibence With ihisr.rft..
VnTy 4.1y yoon,
CASH k ASSOCIA ITS
Randh- H M- P &
PIHM.M P-idtilt
cc: M, Db0d Gro -on 1 PICH Oder
"r- CA Un" 1 '1' J1 I 'Et. 111 �? IVI .11 - i-2: - b -!114J eS 1211
trk V'wwws
Doettanerel w Ua-rnbt, Heirdnhip Ck IrY UP NEWPORT BEACH
Weill R.b.ild Prepired by CASI I & ASSOCIA1 ES
N. -the, 18, 1998
P.ge 3
L1\
P." I
CITY OF NEWPORT BEACH
3300 N-Tiont H -1 -rd, P.O. Be. 1768
Newpil BaCh. CA 92658-111915 (949) 644-3275 0
,W
BUILDING DEPARTMENT
DOCUMENTATION OF ONRFASONABLE HARnSHrP
D.I. WIson P.,- B.yl M,rirva W., Rebuild
0 c
EITIHqUTION
m
11341'.1t. - I m "-"
-rndy.V`n,, fin., & --n', 11�4:t Ell
ADA Till, M. 2WR Wiotro. .1
to
At Cl
.Idn In. .,nf-d At
Mr.). S, L&A M,
in, o. In- a
-.4%.f7h.
AUA, .1� CIA c- 51 tf- E.0 -
n., At 13A lii�
C-
2 I -IM 1k 1- P..Y A., D.U--�
A-- 350 c,,=
w�, a., Tze-3.
�CA�j _-
c.% A.
�A b,5.xin
1, TOTAL COO W TOTAL 11.01.0bit
:.5 IWIln. Enr, 03 $3. one
$ ftp- -p-l- (m. - ak.- Vul Im W6, -
C.,
1.3 S2.-oo` 20-
Nev-4 z Imi I�Clw --- ---- AXI,
TOTAL ft -1 C�a-(X ftPIN`-0"5&IM) SU"UrAL SZKIW" 24.il%
F ...... --nd fien , It- (u) -an il-linni �w. UHL-- T2p1om-.----1L2U.
TOTAL Ct R.� f.11 rl -M EW- TOTAL- yutCHa, I,-
.7
y- P'" 1 4111il 12 1- *1 Or -1 IIAVA I,,-
2 1. X-,6. 3.6. w awi., �-- n" -ink in .9- W,
EX-mentatirli If VI-Giable Hadship CITY OFNIEWPORT BEACH
11-YA-M-i W., R.b.ild Pro
N.V,nnb� it, 1998 p.,dbyCASII & AS.qOCIATES
Pnto 4
al. P.1h It- in -T-VI
I.
5772 Bolsa Ave, Suite 100
Huntington Beach, CA 92649-1134
T.I: (714) 895-2072
Cash & Associate S Fax: (714) 895-1291
Pat
a",
G-1.1 11 il 1`121 Il -, W
13
JA
U ....... Ink
b, i.,II'd -N
Wl-h-
g'A
new `&b`&=A.-,:-il '22o
03J." lb, I-Ibb�
4/23/08 PLAN CHECK REVISIONS CAP
NOT N
REFERENCE
UNREASONABLE HARDSHIP
DOCUMENTATIONS
I
PER ADA ACCESSIBILITY DRB
---PLAN _CHECK
DATE DESCRIPTION BY
CHECKER
DAP
V--- II-Anp I-rialon i� Vm" - fnk-,
REVISIONS
rROJECT MANAGER
RHM
=2 p", =01-N;Illin
2---hA
El.h.k.l -ainl- (I -bkh WILL � P -W-1 - b -4b-
11 .11. ',In en
C
P-ni.
wo th.
$ mm I si-too
P-..,.
"IT 7b,.,
--nHb-
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a,
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t
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-ity - ��bl,� 1. ADA 21crR 36.
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in -u �.MhqW� in =1'11d b., lh� - 4- -,
oil -e in I'm Ep- 3 U) 1. 11,,b- It--
I�IHIAIISOILITO n,- THE IRVINE CON[P-Y
b d i I% :It I V =n1.1 ,,,-p be
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a. T-1
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lkmd,m
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Er -77'.`
n-rS2.1k()--HI.-j,.,1. In Im
-h P�b.e 0.,.
111IIL.rnpfii:-.
11 Ipp"T
D. NC.rT.,zi I'-- an"".." in ISHR
P&NO
wkj�
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be 0- $11.� in 'I.ne,l
-bi- in A.min,
V�-A
12.1.
P. -in, jim-nill Ab". a arm dw-h-g in,fi��oh in b.)
Opd.; 1, " �bno it I' �A,Iyiebbi--
--npn,�
S -11C
d,6tn,,
S1.
�hlnnet In --b-
1 1, A-, by ag:��
Vffl
IF, H. -Ill " o,epl- will be � . lJ,, .6lu,
So
$1.60o
I'vn, �,hfi, p
In V -n -b
-10
L1\
P." I
CITY OF NEWPORT BEACH
3300 N-Tiont H -1 -rd, P.O. Be. 1768
Newpil BaCh. CA 92658-111915 (949) 644-3275 0
,W
BUILDING DEPARTMENT
DOCUMENTATION OF ONRFASONABLE HARnSHrP
D.I. WIson P.,- B.yl M,rirva W., Rebuild
0 c
EITIHqUTION
m
11341'.1t. - I m "-"
-rndy.V`n,, fin., & --n', 11�4:t Ell
ADA Till, M. 2WR Wiotro. .1
to
At Cl
.Idn In. .,nf-d At
Mr.). S, L&A M,
in, o. In- a
-.4%.f7h.
AUA, .1� CIA c- 51 tf- E.0 -
n., At 13A lii�
C-
2 I -IM 1k 1- P..Y A., D.U--�
A-- 350 c,,=
w�, a., Tze-3.
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1, TOTAL COO W TOTAL 11.01.0bit
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$ ftp- -p-l- (m. - ak.- Vul Im W6, -
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TOTAL ft -1 C�a-(X ftPIN`-0"5&IM) SU"UrAL SZKIW" 24.il%
F ...... --nd fien , It- (u) -an il-linni �w. UHL-- T2p1om-.----1L2U.
TOTAL Ct R.� f.11 rl -M EW- TOTAL- yutCHa, I,-
.7
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2 1. X-,6. 3.6. w awi., �-- n" -ink in .9- W,
EX-mentatirli If VI-Giable Hadship CITY OFNIEWPORT BEACH
11-YA-M-i W., R.b.ild Pro
N.V,nnb� it, 1998 p.,dbyCASII & AS.qOCIATES
Pnto 4
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SEE REFERENCE
PERNT NO, B9804169
Doe-111-infibliorn of Urrewi-bl. HC,,khip
lt-y-h- lifir-firl. W., Rlb.. ITT +1.AC-
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Huntington Beach, CA 92649-1134
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Pat
BAY SHORE MARINA WEST REBUILD
THE IRVINE COMPANY
SCA E
AS LSHOWN
13
JA
U ....... Ink
DESIGNER DRB
Wl-h-
PROJECT NUMBER 4
4720.02
301111110051LOD101011
4/23/08 PLAN CHECK REVISIONS CAP
NOT N
REFERENCE
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I
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---PLAN _CHECK
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PERNT NO, B9804169
Doe-111-infibliorn of Urrewi-bl. HC,,khip
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Huntington Beach, CA 92649-1134
T.I: (714) 895-2072
Cash & Associate S Fax: (714) 895-1291
Pat
BAY SHORE MARINA WEST REBUILD
THE IRVINE COMPANY
SCA E
AS LSHOWN
13
JA
DESIGNER DRB
19-/27/07-
PROJECT NUMBER 4
4720.02
301111110051LOD101011
4/23/08 PLAN CHECK REVISIONS CAP
CAD OPERATOR RLR
REFERENCE
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I
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---PLAN _CHECK
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ENGINEER DRB
BAY SHORE MARINA WEST REBUILD
THE IRVINE COMPANY
SCA E
AS LSHOWN
13
JA
DESIGNER DRB
19-/27/07-
PROJECT NUMBER 4
4720.02
301111110051LOD101011
4/23/08 PLAN CHECK REVISIONS CAP
CAD OPERATOR RLR
REFERENCE
UNREASONABLE HARDSHIP
DOCUMENTATIONS
I
PER ADA ACCESSIBILITY DRB
---PLAN _CHECK
DATE DESCRIPTION BY
CHECKER
DAP
DRAWING NUMBER
A-3
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REVISIONS
rROJECT MANAGER
RHM
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3034 / Fax (949) 723-0589
APPROVAL IN CONCEPT
R'rcz I V ij� ?)
, 14 200'�
CASH 4 ASS
f "k' V
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: Seawall Repair. Maintenance and
repair of the existing seawall. Crack repair, repair of reinforcing bars and repair of
concrete spalls.
I Property Address: 2550/2570 Bay Shore Dr. I
Legal Description:
lHarbor Permit Number: 129-2572
IPlan Check Number: 0782-2008 1
jApplicant: URS; Cash & Associates/Irvine Company
Applicant's Mailing Address: 5772 Bolsa Ave., Huntington Beach, CA 92647
Phone Number: (714) 895-2072
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
)( They comply with the current adopted Newport Beach General Plan, Municipal
Code, Title 17 and any applicable specific or precise plans or,
o That a variance of exception has been approved and final.
A copy of any variance, exception, conditional use permit or other issued permit is
attached together with all conditions of approval and all approved plans including
approved tentative tract maps. On the basis of this finding, these plans are approved in
concept and said approval has been written upon said plans, signed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the
Municipal Code or other regulations in any manner that would affect the use of the
property or the design of a project located thereon, this Approval In Concept shall
become null and void as of the effective date of this said ordinance.
In accordance with the California Environmental Quality Act or 1970, and state and local
guidelines adopted thereunder, this development:
)� Has been determined to be ministerial or categorically exempt.
o Has received a final Exemption Declaration or final Negative Declaration (copy
attached).
o Has received a Final Environmental Impact Report (copy attached).
All discretionary approvals legally required of Newport Beach prior to issuance of a
harbor permit and a building permit have been given and are final. The development is
not subject to rejection in principal by Newport Beach unless a substantial change is
proposed.
This concept approval in no way excuses the applicant from complying with all
applicable policies, ordinances, codes and regulations of Newport Beach. See attached
Special Conditions.
Walters, Harbor Resources
May 8, 2008
Attachments:
Worksheet for Building Permit Application
Drawing
Pier Conditions
Page 2 of 2
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CQNSTRUCTIQN RESPONS191LITIES MD DEDRIS REMQVAL.-
1. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS OR WASTE SHALL BE PLACED OR
STORED WHERE IT MAY BE SUBJECT TO INUNDATION OR DISPERSION IN COASTAL WATERS.
2. ANY AND ALL DEBRIS RESULTING FROM CONSTRUCTION ACTIVITIES THAT ENTERS COASTAL
WATERS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. LANDSIDE DEBRIS SHALL BE
REMOVED FROM THE SITE WITHIN 5 DAYS.
FLOATING BOOMS SHALL BE USED TO CONTAIN DEBRIS DISCHARGED INTO COASTAL WATERS.
3. NON—BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY
DIVERS AS SOON AS POSSIBLE AFTER LOSS.
4. NO MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR THE
PROJECT IMPROVEMENTS SHALL BE ALLOWED AT ANY TIME IN THE INTERTIDAL
ZONE.
5. REASONABLE AND PRUDENT MEASURES SHALL BE TAKEN TO PREVENT ALL DISCHARGE OF
FUEL OR OILY WASTE FROM HEAVY MACHINERY OR CONSTRUCTION EQUIPMENT OR POWER
TOOLS INTO COASTAL WATERS. THE OWNER AND THE OWNER'S CONTRACTOR SHALL HAVE
ADEQUATE EQUIPMENT AVAILABLE TO CONTAIN ANY SUCH SPILL IMMEDIATELY.
5COPE,, OF WORK FOR , PL&N CHECK 2745=LO06
ITEM 1 — SEAWALL REPAIR: MAINTENANCE AND REPAIR OF THE EXISTING SEAWALL ACTIVITIES
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, CRACK REPAIR OF THE SEAWALL, REPAIR OF
REINFORCING BARS AND REPAIR OF CONCRETE SPALLS.
ITEM 2 — CIVIL WORK IN PARKING LOT: MINIMAL IMPROVEMENT TO PARKING LOT AREA ACTIVITIES
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, CONCRETE REMOVAL, RE—PAVING, RE—STRIPING,
INSTALLATION OF NEW WHEEL STOPS AND NEW SIGNAGE ALL PERFORMED FOR COMPLIANCE WITH
ADA STANDARDS.
ITEM 3 — EXISTING RESTROOM REMODEL: MINIMAL RENOVATION TO EXISTING RESTROOM
"BUILDING 2 AT 2550 BAY SHORE" ACTIVITIES INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO,
REPLACING ALL DOORS AND PARTITIONS IN—LIKE—KIND WITH SLIDING HARDWARE, ADJUSTING COAT
HOOK HEIGHTS AND PROVIDING EXTERIOR SIGNAGE.
ACCESSIBILITY IMPROVEMENTS WERE MADE IN COMPLIANCE TO THE 1994 FEDERAL ACCESSIBILITY
REGULATIONS AND THE 1998 CA BUILDING CODE (CBC) UNDER THE FOLLOWING PERMIT NOS.:
PLAN CHEQK NO. PERMIT NO. DESCRIPTION OF WORK
898-95 89501373 DOCKS AND GANGWAYS
NOTE- ADA GANGWAY (ONE) WERE DEFERRED PERMITS TO BE
DESIGNED AND BUILT BY THE CONTRACTOR — SEE
PERMIT NO. 1596-95 BELOW,
1596-95 89502549 ACCESSIBLE GANGWAY PERMIT BY HALLSTEN CORP.
1652-98 B9804169 PERMIT WAS FOR DOCKS, PLUMBING TO DOCKS (FIRE PROTECTION)
ACCESSIBILITY IMPROVEMENTS TO RESTROOMS, SITE & PARKING AREAS
& ELECTRICAL POWER TO THE DOCKS.
I ME
m
ENGINEER DRB
5772 Bolsa Ave, Suite 100 DESIGNER ISC
Huntington Beach, CA 92649-1134 CAD OPERATOR ISC
Tel: (714) 895-2072
Ca s h & AssociateS Fax.- (714) 895-1291 CHECKER DAP
PROJECT MANAGER RHM
0
T- 1:
TITLE SHEET
GN -1:
TECHNICAL SPECIFICATIONS
GN -2:
TECHNICAL SPECIFICATIONS
SP- 1:
SITE PLAN
C) A
SEAWALL PLAN, ELEVATION AND SECTION
S-2:
CD
04
to
Z\
C-1:
SITE PLAN
___
E
&
5/05/08
ISSUED FOR E31D
RHIM
Cr
4/23/08
PLAN CHECK REVISIONS
DAP
DETAILS
PLAN CHECK PER ADA ACCESSIBILITY
DRB
_2ZL7�07
ATE
DESCRIPTION
BY
A-3:
REFERENCE - UNREASONABLE HARDSHIP DOCUMENTATIONS
R-EFERENCE -DRAMIN-G3
aAN CHECK
REVISIONS
5HT
ALUM. GANGWAY, LANDINGS, RAMPS
S HT
CQNSTRUCTIQN RESPONS191LITIES MD DEDRIS REMQVAL.-
1. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS OR WASTE SHALL BE PLACED OR
STORED WHERE IT MAY BE SUBJECT TO INUNDATION OR DISPERSION IN COASTAL WATERS.
2. ANY AND ALL DEBRIS RESULTING FROM CONSTRUCTION ACTIVITIES THAT ENTERS COASTAL
WATERS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. LANDSIDE DEBRIS SHALL BE
REMOVED FROM THE SITE WITHIN 5 DAYS.
FLOATING BOOMS SHALL BE USED TO CONTAIN DEBRIS DISCHARGED INTO COASTAL WATERS.
3. NON—BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY
DIVERS AS SOON AS POSSIBLE AFTER LOSS.
4. NO MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR THE
PROJECT IMPROVEMENTS SHALL BE ALLOWED AT ANY TIME IN THE INTERTIDAL
ZONE.
5. REASONABLE AND PRUDENT MEASURES SHALL BE TAKEN TO PREVENT ALL DISCHARGE OF
FUEL OR OILY WASTE FROM HEAVY MACHINERY OR CONSTRUCTION EQUIPMENT OR POWER
TOOLS INTO COASTAL WATERS. THE OWNER AND THE OWNER'S CONTRACTOR SHALL HAVE
ADEQUATE EQUIPMENT AVAILABLE TO CONTAIN ANY SUCH SPILL IMMEDIATELY.
5COPE,, OF WORK FOR , PL&N CHECK 2745=LO06
ITEM 1 — SEAWALL REPAIR: MAINTENANCE AND REPAIR OF THE EXISTING SEAWALL ACTIVITIES
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, CRACK REPAIR OF THE SEAWALL, REPAIR OF
REINFORCING BARS AND REPAIR OF CONCRETE SPALLS.
ITEM 2 — CIVIL WORK IN PARKING LOT: MINIMAL IMPROVEMENT TO PARKING LOT AREA ACTIVITIES
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, CONCRETE REMOVAL, RE—PAVING, RE—STRIPING,
INSTALLATION OF NEW WHEEL STOPS AND NEW SIGNAGE ALL PERFORMED FOR COMPLIANCE WITH
ADA STANDARDS.
ITEM 3 — EXISTING RESTROOM REMODEL: MINIMAL RENOVATION TO EXISTING RESTROOM
"BUILDING 2 AT 2550 BAY SHORE" ACTIVITIES INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO,
REPLACING ALL DOORS AND PARTITIONS IN—LIKE—KIND WITH SLIDING HARDWARE, ADJUSTING COAT
HOOK HEIGHTS AND PROVIDING EXTERIOR SIGNAGE.
ACCESSIBILITY IMPROVEMENTS WERE MADE IN COMPLIANCE TO THE 1994 FEDERAL ACCESSIBILITY
REGULATIONS AND THE 1998 CA BUILDING CODE (CBC) UNDER THE FOLLOWING PERMIT NOS.:
PLAN CHEQK NO. PERMIT NO. DESCRIPTION OF WORK
898-95 89501373 DOCKS AND GANGWAYS
NOTE- ADA GANGWAY (ONE) WERE DEFERRED PERMITS TO BE
DESIGNED AND BUILT BY THE CONTRACTOR — SEE
PERMIT NO. 1596-95 BELOW,
1596-95 89502549 ACCESSIBLE GANGWAY PERMIT BY HALLSTEN CORP.
1652-98 B9804169 PERMIT WAS FOR DOCKS, PLUMBING TO DOCKS (FIRE PROTECTION)
ACCESSIBILITY IMPROVEMENTS TO RESTROOMS, SITE & PARKING AREAS
& ELECTRICAL POWER TO THE DOCKS.
I ME
m
ENGINEER DRB
5772 Bolsa Ave, Suite 100 DESIGNER ISC
Huntington Beach, CA 92649-1134 CAD OPERATOR ISC
Tel: (714) 895-2072
Ca s h & AssociateS Fax.- (714) 895-1291 CHECKER DAP
PROJECT MANAGER RHM
0
T- 1:
TITLE SHEET
GN -1:
TECHNICAL SPECIFICATIONS
GN -2:
TECHNICAL SPECIFICATIONS
SP- 1:
SITE PLAN
S- 1:
SEAWALL PLAN, ELEVATION AND SECTION
S-2:
REPAIR DETAILS
C-1:
SITE PLAN
C-2:
PARTIAL SITE PLAN
C-3:
ACCESSIBILITY DETAILS AND NOTES
C-4:
DETAILS
A- 1;
AS BUILT RESTROOMS BLDG. 1 (2570 BAYSHORE)
A-2:
WORK REMAINING@ EXISTING RESTROOMS BLDG. 2 (2550
BAYSHORE)
A-3:
REFERENCE - UNREASONABLE HARDSHIP DOCUMENTATIONS
R-EFERENCE -DRAMIN-G3
aAN CHECK
_L_1 596-_95_Z PERMIT # B9502549 (2570 BAYSHORE)
5HT
ALUM. GANGWAY, LANDINGS, RAMPS
S HT
ALUM. GANGWAY, LANDINGS, RAMPS
SHT 3:
UPPER RAMP
SHT 4:
UPPER LANDING & DETAILS
PLAN CHEQK # 1652-98 /PERMIT # B9804169 (2570 BAYSHORE)
GN -1
GENERAL NOTES
A-0
PATH OF TRAVEL
A-1
EXISTING RESTROOM BLDG. 1, FLOOR PLAN
A-2
EXISTING RESTROOM BLDG. 2, FLOOR PLAN
C-1
SITE PLAN
C-2
PARTIAL PLAN, DETAILS
C -3
ACCESSIBILITY NOTES & DETAILS
4q 0
C-4
ACCESSIBILITY DETAILS
S-1
GENERAL ARRANGEMENT PLAN
S-2
DOCK DIMENSIONAL LAYOUT PLAN
S-3
PARTIAL DOCK PLANS "'Y
S-4
PARTIAL DOCK PLANS
S-5
STRUCTURAL DETAILS
S-5.1
STRUCTURAL DETAILS
S-6
STRUCTURAL DETAILS
S-7
STRUCTURAL DETAILS
S-8
STRUCTURAL DETAILS
S-9
STRUCTURAL DETAILS
S-10
TRANSFORMER AND FLOAT DETAILS
S-11
MISC. DETAILS
S-12
MISC. DETAILS
P-1
FIRE HOSE CABINET PLAN
P-2
DETAILS
E-1
SINGLE LINE DIAGRAM AND DETAILS
E-2
ELECTRICAL PLAN
mfj z 6011110 Z m
DESIGN ENGINEER URS/CASH & ASSOCIATES
5772 BOLSA AVE, SUITE 100
sout'll C
HUNTINGTON BEACH, CA 92649 Afl�jZovr�,
PHONE: (714)895-2072 FAX: (714)896U-'f2S1
By:
---- - ------
13
:�
'A
BAY SHORE MARINA SEAWALL REPAIR AS SHOWN
THE IRVINE COMPANY �__IPROJECT NUIMBER
6200.03
30990055.00W6
TITLE SHEET AND GENERAL NOTES DRAWING NUMBER
T- 1
C14
C�
_J
E
a
C14
C)
C>
C14
E
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22
0
C
SECTION 03700
CONCRETE EPDXY ADHESNE INJEC71ON
PART 1 - GENERAL
1.01 LNQEK INCLUDEQ
A. Furnishing of materials, labor, transportation, tools, and equipment necessary to
perform all work to complete the Contract, including but not limited to, these
major items:
1. Injection of concrete members with liquid epoxy adhesive in bulkhead panels
and caps with overstressing crock defects as listed in the repair
documents. Defects to be repaired by epoxy injection are designated as
"Cl" in the repair documents. Cracks that are at least .005 inches wide
and equal to or less than Y4 inch wide are to be epoxy injected.
2. Cracks that are greater than 'A inch wide, designated as "C2" in the repair
documents, shall be repaired in accordance with Section 03930, "Concrete
Spoll Patching".
1.02 _RELATED WORK
A. Section 03930 - Concrete Spall Patching
8, Section 03950 - Concrete Joint Repair
1.03 COORPINEQN
A. Coordinate scheduling, submittals, and Work of various sections of the
specifications to ensure efficient and orderly sequence of installation of
interdependent construction elements,
B. Coordinate dumpster location, staging and storage requirements with the Engineer.
1.04 -EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for
subsequent Work. Beginning new Work means acceptance of existing conditions.
8, Verify that utility services ore available, of the correct characteristics and in the
correct location.
1.05 _SUBMITTALS
A. Submit product data.
B. Submit copy of recommended manufacturer's product installation instructions.
C. Approval by Engineer is required before beginning Work affected by submittals.
1,06
A. Contractor shall provide Epoxy Injection System, which is the product of a
manufacturer whose complete system has been approved by the Engineer. Contractor shall pay
oil fees and obtain approval for material prior to commencing work.
B. The epoxy injection concrete work shall be performed by an organization that has
successfully performed previous installations of a major nature similar to the one involved in
this Contract for a minimum period of five (5) years and by a factory authorized or certified
applicator.
C. All work shall be performed under the immediate control of a person experienced in
this type of work, who shall exercise close check and rigid control of all operations as
necessary for full compliance with all requirements.
D. Contractor/Subcontractors workers in the epoxy injection process shall have
completed a program of instruction in the methods at restoring concrete structures, utflizing
the specific epoxy injection process indicated. The curriculum shall include theory in the nature
and causes of cracking in concrete, methods for permanently repairing damaged concrete
structures, the technical aspects of correct material selection and use, and the operation,
maintenance and trouble shooting of equipment.
1.07 _INSPECTION
A. Inspections: Owner will arrange and pay for the services of Inspector for continuous
inspections of all epoxy injection work, Inspector will be continuously present during the epoxy
injection operations, and will make written reports to the Engineer, and certifications to the
Engineer as to compliance with Repair Documents and Specifications.
ISSUED FOR 810
10 811=33w, twommm-11111
min
REVISIONS
M
ullffiwleng��
2.01 HIQH 5-TEEKTH EPDXY RE50-AAD-HESIVE EQR INJEUM
A. Epoxy injection adhesive shall be Master Builders SCB Concresive 1380 as
manufactured by Degusso Building Systems, or approved equal. The material
shall meet or exceed the following requirements:
Property & Test Method Result
Compressive Strength
(ASTM D695) 16,000 PSI
Compressive Modulus
(ASTM D695) 535,000 PSI
Tensile Strength
(ASTM D638) 9,000 PSI
Tensile Elongation % at
Break (ASTM D638) 2.5 %
Flexural Strength
(ASTM D790) 12,000 PSI
Flexural Modulus
(ASTM D790) 600,000 PSI
Slant Shear Bond Strength
(ASTM C882) 14 day = 3,070 PSI
Bond Strength
(AASHTO 237) 1 doy=5,000 PSI
3 day=4,000 PSI
14 doy=4,500 PSI
Heat Deflection Temp.
(ASTM D648) 134 F
B. Surface Sealant: Concresive 1490 Paste as manufactured by Master Builders
Technologies, or approved equal. The sealant shall be sufficiently strong to resist
injection pressures to prevent leakage during injection.
C. Provide other materials as required and recommended by manufacturer, subject
to prior approval by the Engineer.
0. Equipment for Injection: The equipment used to meter and mix the two injection
adhesive components, and inject the mixed adhesive into the crack shall be portable, positive
displacement type pumps with interlock to provide ratio control of exact proportions of the
two components at the nozzle. The pumps shall be electric or air powered
and shall provide in-line metering and mixing.
E. Discharge Pressure: The injection equipment shall hove automatic pressure control
capable of discharging the mixed adhesive at any preset pressure up to +/- 5 psi and shall
be equipped with a manual pressure control override.
F. Ratio Tolerance: The equipment shall have the capability of maintaining the volume
ratio for the injection adhesive prescribed by the manufacturer of the adhesive within a
tolerance of +/- 5% by volume at any discharge pressure up to 160 psi.
G. Automatic Shut -Off Control: The injection equipment shall be equipped with sensors
on both the component A and the component 8 reservoirs that will automatically stop the
machine when either reservoir becomes dry.
PART 3 - EXECUTION
3.01 PREPARATIO_N
A. Surfaces adjacent to cracks or other areas of application shall be cleaned of
dirt, loose concrete, dust, grease, oil, efflorescence or other foreign matter
detrimental to bond of epoxy injection surface seal. Acids and corrosives shall
not be permitted for cleaning.
B. Entry ports shall be provided along the crack at intervals of not less than the
thickness of the concrete at that location.
C. Surface Seal material shall be applied to the face of the crock or other areas
of application between entry pods as needed. For through cracks a surface seal
shall be applied to both faces.
D. Enough time for the surface sect material to gain adequate strength shall pass
before proceeding with the injection.
3.02 EPQa INJE�4T-19N_
A. Injection of the epoxy adhesive shall begin at an entry port at one end of the
crack and continue until there is an appearance of epoxy adhesive at the next
port adjacent to the entry port being pumped.
B. When epoxy adhesive travel is indicated by appearance at the next adjacent port,
injection shall be discontinued on the entry port being pumped, and epoxy
injection shall be transferred to next adjacent port where epoxy adhesive has
appeared.
C. Epoxy adhesive injection shall continue until the crocks ore completely filled.
D. If port to port travel of epoxy adhesive is not indicated, the work shall be
immediately stopped and the Engineer notified.
3,03 !KEC-TION
A. During execution of Work, inspect Work to assure compliance with manufacturer's
guidelines, these Specifications when they exceed manufacturer's guidelines, and
good construction practice.
B, Non-compliant Work: If inspections reveal non-compliant Work or Work that was
not installed per Specifications, and/or manufacturer requirements, remove
adjacent Work until a location is reached where installation was performed
properly.
3.04 ENOM
A. When crocks ore completely filled, epoxy adhesive shall be cured for sufficient
time to allow removal of surface seal without any draining or run -bock of epoxy
material from crocks.
B. Surface Sect material and injection adhesive runs or spills shall be removed from
concrete surfaces.
C, The surface area shall be finished flush with the adjacent concrete, showing no
indications or protrusions caused by the placement of entry ports. Grind smooth
as required.
3,05 �9�N UP
At conclusion of work remove all equipment, debris, and excess material and leave area
broom clean.
SECTION 03930
CONCRETE SPALL PATCHING
PART 1 - GENERAL
1.01 WORK IN�LUDED
A. Furnishing of materials, labor, transportation, tools, and equipment necessary to
repair and restore spatted concrete areas and large cracks designated as "Sl",
"S2" and "C2" in the repair documents.
1.02 RELATED NRK
A, Section 03700 - Concrete Epoxy Adhesive Injections
B. Section 03950 - Concrete Joint Repair
1.03 COORDINATION
A. Coordinate scheduling, submittals, and Work of various sections of the specifications to
ensure efficient and orderly sequence of installation of interdependent construction elements.
B. Coordinate dumpster location, staging and storage requirements with the Engineer.
1.04 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent
Work. Beginning new Work means acceptance of existing conditions.
8, Verify that utility services are available, of the correct characteristics and in the correct
location.
1.05 REFERENCES
A. Referenced Codes and Standards: Comply with the most recent publications of the
following codes, specifications, and standards.
L Guide for Surface Preparation for the Repair of Deteriorated Concrete
Resulting from Reinforcing Steel Corrosion (Guideline No. 03730)
International Concrete Repair Institute, 1995 Copyright.
2. Guide for Selecting Application Methods for Repair of Concrete Surfaces
(Guideline No. 03731) International Concrete Repair Institute, 1996
copyright,
3. ACI 301 Standard Specification for Structural Concrete.
4. ACI 308 Guide for Consolidation of Concrete.
5. ACI 318 Building Code Requirements for Reinforced
Concrete.
6. ACI 546R Concrete Repair Guide.
7. ASTM C33 Standard Specification for Concrete Aggregates.
8. ASTM C94 Standard Specification for Ready -Mixed Concrete,
9. ASTM C 150 Standard Specification for Portland Cement
10, ASTM C260 Standard Specification for Kir-Entraining
Admixtures for Concrete.
11. ASTM C309 Standard Specification for Liquid Membrane -
Forming Compounds for Curing Concrete.
12. ASTM C469 Standard Test Method for Static Modulus of
Elasticity and Poisson's Ratio of Concrete in
Compression.
13. ASTM C494 Standard Specification for Chemical Admixtures
for Concrete.
14� ASTM A 615 Standard Specification for Deformed and Plain
Billet -Steel Bars for Concrete
15. ASTM C881 Standard Specification for Epoxy- Resin -Base
Bonding Systems for Concrete.
16. ASTM C1042 Standard Test Method for Bond Strength of Latex
Systems Used With Concrete.
w3f E SS ENGINEER DRB
�\t3 1W A R,0 e,,
DESIGNER
ISC
5772 Balsa Ave, Suite 100
<2 19/34066 Huntington Beach, CA 92649-1134 CAD OPERATOR
/1111 um ISC
-(714) 895-2072
'41 Tel.
UP. '-31- Cash & Associa t e S Fax: (714) 895-1291 CHECKER DAP
If Of' C \`ii PROJECT MANAGER
1.06 SUBM11TAL
A. Submit product data.
B. Submit copy of recommended manufacturer's product installation instructions.
C. Approval by Engineer is required before beginning Work affected by submittals.
1.07 Q1LALIa ASSURANCE
A. Contractor Qualificgtions: Acceptable to the Engineer upon furnishing documented
experience of at least five (5) years experience on projects of similar nature.
B. Comply with Manufacturers' instructions related to mixing and placing of the materials.
C� Protection of Work: Protect installed work and the public from debris or falling hazards
related to the work.
1.08 MPEC-TIDN
A. Inspections: Owner will arrange and pay for the services of Inspector for continuous
inspections of all spall repair work. Inspector will be continuously present during the spoll
repair operations, and will make written reports to the Engineer, and certifications to the
Engineer as to compliance with Repair Documents and Specifications.
1.09 DLLNERY. 5-TQRNE gn� HANQUNQ
A. Deliver products in original unopened containers with the manufacturer's name, labels,
product identification and batch number.
B. Store and condition the specified products as recommended by the manufacturer.
Products shall remain unopened until ready for use.
C. Where mixing of components is required, use complete pre -measured units.
PART 2 - PRODUCTS
2.01 MANVE&QLQRJ.Ra
A. Degusso Building Systems Products (Hydrozo, Master Builders, Sonnebom, Thoro and
ThoRoc)
B. Other Manufacturers may be used upon approval of the Engineer. Alternate product data
shall include verification that the alternate products are equivalent to the specified Master
Builders products. All alternate materials must come from a single manufacturer to qualify
for a "system warranty". Submittal of request for use of alternate products must be
submitted 10 days prior to bid date.
2.02 PATCHING RE--PAIRR MATERIA �j
_NA1E____L_
Subject to compliance with other requirements in this specification, provide the following
materials.
A. Fgrm god EQu : Master Builders 'Mosterpotch 240 CR".
Provide single component, flowoble, cementitious micro concrete for resurfacing
distressed concrete. Material shall be a proprietary blend of portland cement,
Pozzolons, graded aggregate, and additives, that meets or exceeds the following
requirements:
1, The portland cement shall be ASTM C150, Type 1.
2. The aggregate used in the material shall conform to ASTM C33, top size
3/8-
3. The compressive strength shall meet or exceed 7,000 psi at 28 days when
tested in accordance with ASTM C109.
4. The flexural Strength shall meet or exceed 750 psi at 7 days when tested in
accordance with ASTM C78.
5. The slant shear bond strength shall meet or exceed 2,000 psi at 7 days
when tested in accordance with ASTM C882 (modified, no epoxy bonding agent
used).
6. The splitting tensile strength shall meet or exceed 500 psi at 7 days when
tested in accordance with ASTM C496.
B. ffqn_d__Pgk_h- Master Builders "Emoco S88 Cl"
Provide a one -component rheoplastic, shrinkoge-compensated, fiber -reinforced
product that contains on integral corrosion inhibitor for resurfacing distressed
concrete. Material shall be a proprietary blend of portlond cement, Pozzolons,
graded aggregate, and additives, that meets or exceeds the following
requirements:
1. The portland cement shall be ASTM C150, Type 1.
2. The compressive strength shall meet or exceed 11,000 psi at 28 days when
tested in accordance with ASTM C109.
3. The flexural Strength shall meet or exceed 1,000 psi at 7 days when tested
in accordance with ASTM C348.
4. Slant shear bond strength shall meet or exceed 2,500 psi at 7 days when
tested in accordance with ASTM C882 (modified, no epoxy bonding ogent.,,d#0d)ia
South Coast Dl,�tri
t Office.
5. The splitting tensile strength shall meet or exceed 500 psi at 7 do#'1*4441-1)
3
tested in accordance with ASTM C496. rcraw
By: 1��_ -
, _t�
,
EFFECTIVE
4
Date: --------------
?
SCALE
M A
rt3AY SHORE ARINA SEAWALL REPAIR
AS NOTED
THE IRVINE COMPANY
PROJECT NUMBER
6200.03
W990055.00006
TECHNICAL SPECIFICATIONS
DRAWING NUMBER
GN- 1
I
I
firtruff*1110FAMIR
A. Anti -Corrosion Reinforcing Bar Coating: Provide polymer- modified, cement
based coating with corrosion inhibiting admixture to provide protection for steel
reinforcing where specified.
1. Emoco P-24 by Master Builders.
A. Liquid Membrane- Forming Curing Compound: Use curing compound conforming to ASTM
C309, Type I at a minimum application rate of 300 square feet per gallon,
1. Mosterkure 20OW by Master Builders,
2.04 EEINEQKEMENI MMEEA5
A. Reinforcing steel: Conforming to ASTM A615, 60 ksi yield grade billet -steel deformed
bars.
PART 3 - EXECUTION
3.01 SURFACE PREPAREIQN
A. All repair areas shall be prepared in accordance with International Concrete Repair
Institute's "Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting
from Reinforcing Steel Corrosion" (Guideline No. 03730.) This includes but is not limited to
the following.
1. Remove loose or deteriorated concrete around corroded reinforcing steel. Removals shall
be performed with chipping hammers or other method, subject to the Engineers prior
approval. Chipping hammers shall not be in excess of 20 pound rating.
2. Once removals are made, proceed with chipping beneath all exposed corroded bars.
This will provide clearance for cleaning under the bar. Concrete shall be removed such that a
1/4 inch clearance under the bar is achieved, or 9 inch greater than the largest aggregate
used in the repair,
3. Concrete removals shall extend along the bars to locations along the bar free of bond
inhibiting corrosion. Removals shall extend two inches minimum beyond the location of
corrosion -free bars.
4� If non -corroded reinforcing bars are exposed during the undercutting, core will be token
not to damage the bond between the bar and the concrete.
5. Loose reinforcement shall be secured in place by tying to other secured bars or by
approved method.
6. If the reduction of the cross sectional area of the existing reinforcing exceeds 25
percent, supplementing reinforcing will be required. Refer to drawings for table of minimum bar
diameters.
7� Repair configurations should be kept as simple as possible to minimize boundary edge$.
8, At edge locations, provide right angle cuts to the concrete surface by saw -cutting 3/4
inch or less as required to ovoid cutting reinforcing steel.
9. After removals and edge conditioning ore complete, remove bond-inhibitinq materials by
abrasive blasting or high pressure water blasting. Protect the bay water from failing debris.
Check concrete surfaces after cleaning to insure that the surface is free from loose
aggregates.
10. Presook repair substrate to a saturated surface dry condition.
B. Bar Protection and Bonding
1. Following completion of repair preparation, apply anti -corrosion reinforcing bar coating to
the exposed reinforcing.
2, Bond the repair material to the prepared area by appling a slurry bond coat of the
repair material to the prepared area with a stiff bristle brush or broom. Do not allow the
slurry to dry prior to installation of the repair material. Do not retemper this bond coot,
C. Cracks greater than X inch wide (Type "C2")
1. Remove loose or deteriorated concrete around crack. Remove additional concrete as
required to apply patching material. Surface preparation shall be in accordance with
manufacturers' recommendations.
2. Removals shall be performed with chipping hammers or other method, subject to the
Engineer I s prior approval. Chipping hammers shall not be in excess of 20 pound rating.
3. Repair configurations should be kept as simple as possible to minimize boundary edges.
4. At edge locations, provide right angle cuts to the concrete surface by saw -cutting 3/4
inch or less as required to avoid cutting reinforcing steel.
5. After removals and edge conditioning are complete, remove bond -inhibiting materials by
abrasive blasting or high pressure water blasting. Protect the bay water from falling debris.
Check concrete surfaces after cleaning to insure that the surface is free from loose
aggregates.
4 1 4
3.02 MtXlNg
A� Mechanical mixing is recommended with the use of a slow speed drift and a jiffler type
paddle, or in an appropriate mortar mixer. Typical mixing time is 3-5 minutes. Do not odd
more water (or Acrylic Polymer) than is recommended by the manufacturer. Do not mix
longer than 5 minutes.
B. Only that portion of material that can be properly mixed within 10 minutes of application
should be mixed.
3.03 APPLIQAT.IQN
A. Apply fresh concrete to the bond coot, Place repair concrete according to
manufacturer's recommendations,
B. Evaporation Retarder: Where rapid surface evaporation may occur, apply specified
evaporation retarder according to manufacturer's recommendations.
C. Finishing: Completed repair surfaces should be straight, true and match existing profiles.
Do not overwork the surface,
3.04 !KEECTIQN
A. During execution of Work, inspect Work to assure compliance with manufacturer's
guidelines, these Specifications when they exceed manufacturer's guidelines, and good
construction practice.
B� Non-Compliont Work: If inspections reveal non-compliont Work or Work that was not
installed per Specifications, and/or manufacturer requirements, remove adjacent Work until a
location is reached where installation was performed properly.
3.05 QU �IN
A. All repaired surfaces must be cured for a minimum of 5 days with one of the following
methods.
1� Wet cure with burfeen or wet burlap
2. Sheeting material
3. Curing Compound
B. Protect cured areas from storage and traffic during curing period.
3.06 �QLEANING
A. General: Keep area clean during repair operation, remove and clean promptly, mortar, or
epoxy spills with appropriate tools and solvents without damaging concrete. Collect and
maintain site in a clean and orderly condition. Remove debris daily from site.
B. Final Cleaning: Remove all mortar splatters, epoxy spills from the repair area and
adjacent structures acceptable to the Engineer,
SECTION 03950
CONCRETE JOINT REPAIR
PART 1 - GENERAL
1.01 �LQEK INCLU-D-EQ
A. Furnishing of materials, labor, transportation, tools, and equipment necessary to
repair and restore joints designated as ",11" in the repair documents.
1.02 REL6M WQEK
A. Section 03700 - Concrete Epoxy Adhesive Injections
B. Section 03930 - Concrete Spoll Patching
1,03 QOORDINATI9N
A. Coordinate scheduling, submittals, and Work of various sections of the
specifications to ensure efficient and orderly sequence of installation of
interdependent construction elements.
B. Coordinate dumpster location, staging and storage requirements with the Engineer.
1.04 LXAMffi_LT1_QN
A. Verify that existing site conditions and substrate surfaces ore acceptable for
subsequent Work. Beginning new Work means acceptance of existing conditions.
B. Verify that utility services are available, of the correct characteristics and in the
correct location.
1.05 5UBMM-S
A. Submit product data.
B. Submit copy of recommended manufacturer's product installation instructions.
C. Approval by Engineer is required before beginning Work affected by submittals.
1.06 QUALITY A5_�QRAKE
A. Cgoirgictor Qualifications: Acceptable to the Engineer upon furnishing documented
experience of at least five (5) years experience on projects of similar nature.
B. Comply with Manufacturers' instructions related to mixing and placing of the materials.
C. Protection of Work: Protect installed work and the public from debris or falling hazards
related to the work.
1.07 IN52ELTIQN
A� Inspections: Owner will arrange and pay for the services of Inspector for continuous
inspections of all joint repair work. Inspector will be continuously present during the joint
repair operations, and will make written reports to the Engineer, and certifications to the
Engineer as to compliance with Repair Documents and Specifications.
1.08 DELIVERY. STORAGE and UMQU-NG
A. Deliver products in original unopened containers with the manufacturer , s name, labels,
product identification and batch number.
B. Store and condition the specified products as recommended by the manufacturer.
Products shall remain unopened until ready for use.
C. Where mixing of components is required, use complete pre -measured units.
D� Handle products with appropriate precautions and care as stated on Material Safety Data
Sheet.
PART 2 - PRODUCTS
2.01 MANUFACTURE85
A� Degusso Building Systems Products (Hydrozo, Master Builders, Sonneborn, Thoro and
ThoRoc)
& Other Manufacturers may be used upon approval of the Engineer. Alternate product data
shall include verification that the alternate products are equivalent to the specified Master
Builders products. All alternate materials must come from a single manufacturer to quality
for a "system warranty". Submittal of request for use of alternate products must be
submitted 10 days prior to bid date.
2.02 aNKER 8QQ
A. Closed -Cell
2.03 JQINI EILLEWE&ANKT
A. Polyurethone Sealant: Three -component, highly flexible, high performance, non -priming,
polyurethone sealant, ASTM C920 Type M, Grade NS, Class 25, Use NT, T, M, A, G and 0.,
Canadian Specification CAN/CCSB-19.24-M90, Classification MCC -2 -40 -A -N, No. 81029; UL
classified (fire resistance):
1. Acceptable Product: Sonolosticg NP 2 tm by Degusso Building
Systems,
2. Color to match adjacent materials.
2.04 RECgN5TRQQIEQ_JOINT
A. Refer to Type S1 or Type S2 spall Section 03930 for specifications on reconstructing the
joint.
21 � PRIMER
& As recommended by manufacturer.
PART 3 - EXECUTION
3.01 Preparation and application of repair products shall be in conformance with the
manufacturer's recommendations.
3.02 All concrete repairs as specified herein ore to be performed above the water level in
front of the wall. Contractor shall coordinate his efforts with the Area Tidal Fluctuations,
3.03 5UREgE PREPARATIQN
A. The joint and adjacent substrate must be clean, sound and dry. Remove oil traces of
the old sealant, dust, grease, curing compounds, waxes, impregnations, foreign particles,
efflorescence and other bond inhibiting materials from the surface. Blow joint free of dust
using compressed air line equipped with an oil trop, Install closed cell backer rod to prevent
3sided adhesion, control sealant depth and provide a tooling base.
31. QE51Q-N SEQW8EMEM
A. Design depth of sealant to be 1/2 width of joint.
B. Maximum Depth: 1/2 inch,
C. Minimum Depth: 1/4 inch.
D. Maximum recommended width: 2 inches.
3.1. EXTENT OF REPAIR
A. The extent of repair shall be from mudline or rockline to top of wall.
3.06. EE!MINQ
A. Where circumstances or substrates require primer, comply with the following requirements:
1. Apply primer full strength with brush or clean, lint -free cloth. Apply primer to 0 light,
uniform coating. Porous surfaces require more primer, Do not over apply. Do not apply
primer onto face of substrate.
2. Allow primer to dry before applying joint sealants, Depending on temperature and
humidity, primer will be tock free in 15 to 120 minutes.
3. Prime and seal on some workday.
3.07 MIXING
A. Mix sealant and color pack per manufacturer's printed instructions.
3.1 � ]NaTALLATION
A. Bock -Up Material:
1. Install appropriate size backer rod, larger than joint where necessary per manufacturer's
recommendations, and in manner to provide concave sealant profile.
2. Where joint depth does not permit installation of backer rod, install odhesive-bocked
polyethylene bond-breoker tape along entire bock of joint to prevent 3 -sided adhesion of joint
sealant.
B. Sealant:
1� Verify that temperature and moisture conditions ore within manufacturer's acceptable
limits.
2. Using fresh sealant and equipment that is in proper working order, completely fill joint
with sealant, filling from bottom up to avoid entrapping air.
1 Using clean, dry tool with rounded edge, and of appropriate width for each joint, tool
freshly installed sealant to provide preferred concave profile, to ensure intimate contact
between sealant and substrate, and to provide neat appearance. Where surface aggregate does
not permit proper tooling, install sealant and backer rod so that face of joint is recessed
behind exposed aggregate, and sealant is bonded to firm, even surface.
4. Use dry tooling method. Do not use tooling agents such as soapy water or solvents
that have not been approved by sealant manufacturer.
3.09 QQRINQ BME
A. Curing of joint sealants varies with temperature and humidity. The following times
assume 75 degrees F (24 degrees C), 50 percent relative humidity, and joints 1/2 inch (13
mm) wide by 1/4 inch (6 mm).
1. Skins: Overnight or within 24 hours.
2. Functional: Within 3 days.
3. Full Cure: Approximately I week.
3.10 INSELCTMN
A. During execution of Work, inspect Work to assure compliance with manufacturer's
guidelines, these Specifications when they exceed manufacturer's guidelines, and good
construction practice.
B. Non -Compliant Work: If inspections reveal non-compliant Work or Work that was not
installed per Specifications, and/or manufacturer requirements, remove adjacent Work until a
location is reached where installation was performed properly.
3. 1. QEA �IG
A. Remove uncured sealant and joint filler with xylene, toluene, MEK, or other sealant
manufacturer approved cleaning agent.
B. Remove cured sealant by cutting with sharp -edged tool.
C. Remove thin films by abrading.
D. Remove debris related to application of sealants from Project site per applicable
regulations for hazardous waste disposal.
3.12 PEQIEUQN
A. Protect Work from contaminating substances and damage resulting from other
construction operations or other causes so that sealed joints are without deterioration or
damage at time of Project completion.
c,licorni-a c:oastal coniorassion
,t,u1b !st District Office
ve i unit No
Bv: ------
I,: r" C- I, I V E -------
Date
BAY SHORE MARINA SEAWALL REPAIR
THE IRVINE COMIPAINlY
SCALE
AS NOTED
PROJECT NUMBER
6200-03
30090055�00006____
DRAWING NUMBER
GN -2
#
ENCJNEER DRB
DESIONER
Isc
ISSUED FOR BID
PLAN CHECK REVISIONS
�CAD OPERATOR
ISC
PLAN CHECK PER ADA -ACCESSIBILITY
iCHECKER
DAP
DESCRIPTION
REVISIONS
'PROJECT MANAGER
RHM
3.06. EE!MINQ
A. Where circumstances or substrates require primer, comply with the following requirements:
1. Apply primer full strength with brush or clean, lint -free cloth. Apply primer to 0 light,
uniform coating. Porous surfaces require more primer, Do not over apply. Do not apply
primer onto face of substrate.
2. Allow primer to dry before applying joint sealants, Depending on temperature and
humidity, primer will be tock free in 15 to 120 minutes.
3. Prime and seal on some workday.
3.07 MIXING
A. Mix sealant and color pack per manufacturer's printed instructions.
3.1 � ]NaTALLATION
A. Bock -Up Material:
1. Install appropriate size backer rod, larger than joint where necessary per manufacturer's
recommendations, and in manner to provide concave sealant profile.
2. Where joint depth does not permit installation of backer rod, install odhesive-bocked
polyethylene bond-breoker tape along entire bock of joint to prevent 3 -sided adhesion of joint
sealant.
B. Sealant:
1� Verify that temperature and moisture conditions ore within manufacturer's acceptable
limits.
2. Using fresh sealant and equipment that is in proper working order, completely fill joint
with sealant, filling from bottom up to avoid entrapping air.
1 Using clean, dry tool with rounded edge, and of appropriate width for each joint, tool
freshly installed sealant to provide preferred concave profile, to ensure intimate contact
between sealant and substrate, and to provide neat appearance. Where surface aggregate does
not permit proper tooling, install sealant and backer rod so that face of joint is recessed
behind exposed aggregate, and sealant is bonded to firm, even surface.
4. Use dry tooling method. Do not use tooling agents such as soapy water or solvents
that have not been approved by sealant manufacturer.
3.09 QQRINQ BME
A. Curing of joint sealants varies with temperature and humidity. The following times
assume 75 degrees F (24 degrees C), 50 percent relative humidity, and joints 1/2 inch (13
mm) wide by 1/4 inch (6 mm).
1. Skins: Overnight or within 24 hours.
2. Functional: Within 3 days.
3. Full Cure: Approximately I week.
3.10 INSELCTMN
A. During execution of Work, inspect Work to assure compliance with manufacturer's
guidelines, these Specifications when they exceed manufacturer's guidelines, and good
construction practice.
B. Non -Compliant Work: If inspections reveal non-compliant Work or Work that was not
installed per Specifications, and/or manufacturer requirements, remove adjacent Work until a
location is reached where installation was performed properly.
3. 1. QEA �IG
A. Remove uncured sealant and joint filler with xylene, toluene, MEK, or other sealant
manufacturer approved cleaning agent.
B. Remove cured sealant by cutting with sharp -edged tool.
C. Remove thin films by abrading.
D. Remove debris related to application of sealants from Project site per applicable
regulations for hazardous waste disposal.
3.12 PEQIEUQN
A. Protect Work from contaminating substances and damage resulting from other
construction operations or other causes so that sealed joints are without deterioration or
damage at time of Project completion.
c,licorni-a c:oastal coniorassion
,t,u1b !st District Office
ve i unit No
Bv: ------
I,: r" C- I, I V E -------
Date
BAY SHORE MARINA SEAWALL REPAIR
THE IRVINE COMIPAINlY
SCALE
AS NOTED
PROJECT NUMBER
6200-03
30090055�00006____
DRAWING NUMBER
GN -2
ISSUED FOR BID
PLAN CHECK REVISIONS
PANOMPLAN CHECK PER ADA ACCESSIBILITY
DESCRIPTION
69 PANELS @ 4' = 276'
SEE 1/S-1
NEWPORT BAY
BAY SHORE DR. I
I lf)rrn MAV CUnOC nO
'i 'i 'r r F I- 'I - T I ' I I I I,' III I I U (E) GAS METER
W
Is, -EVS-ITI NZ -004. 0-:::�
/jR M
(E) ELECTRICAL TRANSFORMER EXISTING RESIDENCE
AND VAULT
(E) WOOD TRASH ENCLOSURE S
EXISTING 4" WATER SERVICE
EXISTING RESIDENCE
(E) ELECTRIC SERVICE(UG)-
(E). 6" WATER
(E) TELEPHONE VAULT—
SITE PLAN
SCALE: N. T. S.
j
WALL W/3' HIGH METAL RAILING.
EXISTING CONCRETE WALKWAY
---- — ---------------
S— ��EXISTING 3" WATER SERVICE
BAYSHORE
E CONC WATER METER VAULT
E FIRE HYDRANT
E CONC. WATER METER
NOTE:
1. THE EXISTING ADA GANGWAY 0 RESTROOM BUILDING NO. 1 (2570 BAYSHORE)
SERVES THE ENTIRE MARINA. NO OTHER ADA GANGWAY IS
REQUIRED.
2. CALIFORNIA RECREATION COMPANY (CRC) SHALL FULLY
COOPERATE WITH ANY DISABLED BOATER, GIVING THAT
BOATER A SLIP OF THE DESIRED SIZE, NEAREST TO TH E
ADA COMPLIANT GANGWAY. IN THIS SITUATION, CRC WOULD
RELOCATE EXISTING BOATS TO MAKE ROOM FOR THE
DISABLED BOATER.
3. SITEWORK & ADA COMPLIANCE FOR BLDG. NO. 1 (2570 BAYSHORE) WAS
COMPLETED IN 1998. SEE SHEETS C1, C2, C3, C4, Al, A2, AND
HARDSHIP DOCUMENTATION.
ENGINEER DRB
5772 Bolsa Ave, Suite 100 DESIGNER ISC
Huntington Beach, CA 92649-1134 CAD OPERATOR ISC
Tel: (714) 895-2072
Cash & AssociateS Fax- (714) 895-1291 CHECKER DAP
PROJECT MANAGER RHM
EARKING
4 ADA PARKING (1 VAN ACCESS)
92 REGULAR PARKING SPACES
C'0�'Xifnrni,a cox�"111 0milission
St.,,tifln Coasl District ("Afice
A 1) -1 � "Z () -IV "13- 1 -
Pk�rma --- 5 ----
By:i� .....
EFFECIINT
Dalo; ------- a ---------
280—JEQI
ADDRES5E.S
2570
BAY
SHORE
DRiVE
(BLDG,
#1)
2550
BAY
SHORE
DRIVE
(BLDG.
#2)
BAY SHORE MARINA SEAWALL REPAIR
THE IRVINE COMPANY
64ti
ME
PROJECT NUMBER
6200-03
30090055.0owe
#RAWING NUMBEM
Sp— 1
00
C)
C7
C14
C14
�f
m
DATUM
M.L.L.W.
EL. 0.0
PANELS P-1 THRU P-69 I
( PARKING LOT
0
IMM
WON =I I rel I F41 Eye- I us I i ME. 1 1 1 "S I WE ("a 1111111 1 W97 I ��Zm
EXISTING PLATFORM ABOVE
(NEWPORT BAY,
m
0
5' 10' 20'
1 � � � : : : mj
GRAPHIC SCALE
EXISTING PLATFORM ABOVE
z --(E) CONC. PANEL (TYP) f1r-r-
mfolawffel
MUDLINE
------ ------------------------------- ----------------------------------------------- B.O. OF PANELS
EXISTING SEAWALL ELEVATION
SCALE: 1 "= 10' S_ 1
(E) SEAWALL CAP
TABLE
OF
OBSERVED
DEFECTS
Panel R"qir
p Repeir
Ponell jNo.
C-1
ft.
C-2
ft.
J-1
ft.
S-1
S 2 C-1
ft
ft. 1
C-2 J-1 S-1
ft ft. W
S-2
M
P
P-3
P-4
P-5
P-6
P-7
mfolawffel
MUDLINE
------ ------------------------------- ----------------------------------------------- B.O. OF PANELS
EXISTING SEAWALL ELEVATION
SCALE: 1 "= 10' S_ 1
.11
ISSUED FOR BID
PLAN CHECK REVISIONS
LAN CHECK PER ADA ACCESSIBILITY
DESCRIPTIOV
TABLE
OF
OBSERVED
DEFECTS
Panel R"qir
p Repeir
Ponell jNo.
C-1
ft.
C-2
ft.
J-1
ft.
S-1
S 2 C-1
ft
ft. 1
C-2 J-1 S-1
ft ft. W
S-2
M
P
P-3
P-4
P-5
P-6
P-7
P-10
P-11
P-12
0-13
Fi-- 1 _4
P-16
P-17
P-18
P-19
P-20
P-21
4.0
P-22
4.0
P-23
4.0
P-24
4.0
3.0
P-25
4.0
4.0
P-26
P-27
&0
P-28
i�._o
P-29
2.o
6.0
5.0
P-31
4.0
5.0
P-32
4.0
6.0
P-33
P-34
4.0
2.0
4.0
4.0
.11
ISSUED FOR BID
PLAN CHECK REVISIONS
LAN CHECK PER ADA ACCESSIBILITY
DESCRIPTIOV
U*oi *a
WON
.11
ISSUED FOR BID
PLAN CHECK REVISIONS
LAN CHECK PER ADA ACCESSIBILITY
DESCRIPTIOV
(E) T.O. SEAWALL
M L.LW. O�O
LEGEND:
C-1 CRACK TYPE 1
C-2 CRACK TYPE 2 EXISTING SEA
J-1 JOINT FAILURE TYPE 1 SCALE: 1/41"=11-01)
S-1 SPALL TYPE 1
S-2 SPALL TYPE 2
ENGINEER
VESS1% DRB
OWA R'0 e
DESIGNER
5772 Bolsa Ave, Suite 100 ISC
30 R Huntington Beach, CA 92649-1134 CAD OPERATOR
T -(714) 895-2072 ISC
el.
p Xp. 131-0 Cash & AssoclateS Fax: (714) 895-1291 CHECKER
V1 DAP
or ao' FOJECT MANAGER RHM
(E) GUARD RAIL
(E) CONC, CAP
01
(E) PARKING LOT
"HIC) i'd"'
D strict OfflW,
L
Z OV
Y;
EFF'"(7TWE
SCALE
BAY SHORE MARINA SEAWALL REPAIR AS NOTED
THE IRVINE COMPANY
PROJECT NUMBER
6200.03
SE"ALL PLAN, ELEVATION AND SECTION [,DRAWING NUMBER
S-1
U*oi *a
(E) T.O. SEAWALL
M L.LW. O�O
LEGEND:
C-1 CRACK TYPE 1
C-2 CRACK TYPE 2 EXISTING SEA
J-1 JOINT FAILURE TYPE 1 SCALE: 1/41"=11-01)
S-1 SPALL TYPE 1
S-2 SPALL TYPE 2
ENGINEER
VESS1% DRB
OWA R'0 e
DESIGNER
5772 Bolsa Ave, Suite 100 ISC
30 R Huntington Beach, CA 92649-1134 CAD OPERATOR
T -(714) 895-2072 ISC
el.
p Xp. 131-0 Cash & AssoclateS Fax: (714) 895-1291 CHECKER
V1 DAP
or ao' FOJECT MANAGER RHM
(E) GUARD RAIL
(E) CONC, CAP
01
(E) PARKING LOT
"HIC) i'd"'
D strict OfflW,
L
Z OV
Y;
EFF'"(7TWE
SCALE
BAY SHORE MARINA SEAWALL REPAIR AS NOTED
THE IRVINE COMPANY
PROJECT NUMBER
6200.03
SE"ALL PLAN, ELEVATION AND SECTION [,DRAWING NUMBER
S-1
3/4- SAWCUT MAX. OR LESS PREPARED SURFACE
AS NECESSARY TO AVOID TO RECEIVE REPAIR
CUTnnNG REINFORCING STEEL
MATERIAL
REPAIR MORTAR
4m A
>0 0-
V
%
SECTIONTHROUGH
CONCRETE MEMBER
A
RECONSTRUCTED JOINT
0 BONDING BRIDGE
JOINT FILLER -1 APPLICABLE TO HORIZONTAL AND VERTICAL LOCATIONS
REFER TO DETAIL 5 FOR EDGE
AND SURFACE CONDITIONING
REQUIREMENTS.
C&UTMI BMW STARTING REMOVAI.% REVIEV EFFECT OF REMOVALS ON
STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY.
DEL 'A' MINATIO"
U IN 0" R S P A L LrZ'
POR'TING DEVICE
lk�
E (NU' EXP00:3)ED REIN rr"*vt*t RC,I,N 0**
CAP SE& ALONG CRACK NOT TO SCALE (SPALL TYPE S1, CRACK TYPE C2) PEEN TO DETERMINE LIMITS OF SAWCUTS AND REMOVE DELAMINATED CONCRETE.
REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROX40E MINIMUM REQUIRED
LENCTH OF CRACK
PRIMER ER ROD THICKNESS OF REPAIR MATERIAL
2) AT EDGE LOCA11ONS PRIOVIDE RIGHT ANGLE CUTS. AM MM PATCH
53 MIMS
REPAIR MORTAR CONFIGURATIONS SHALL 13E AS SHOWN BELOW.
181
&
A
1>
NOT NOT
ACCEPTABLE ACCEPTABLE ACCEPTABLE ACCEPTABLE
AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETEt REMOVE BOND INHIBITING
MATERIALS (DIRT. CONCRETE SLURRY, LOOSELY BON= AGGREGATES BY HIGH
PRESSURE WATOUASTING. PEEN THE SURFACES AFTER CLEANING 19 INSURE THAT
BONDING BRIDGE ANTI -CORROSION SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGKM OR THAT AWTIONAL
COATING DELAMINATIONS ARE NOT PRESENT. IF PRESENT, SAWCUT AND REMOVE ADDITIONAL
CRACK^z� (WIDTH .005" T,f% 1/4"') J UOO" I S U t"j`!'.-3`T"K"ATE FAILILIK"E /'0"4 CONCRETE AS REQUIRED TO SOUND CONCRETE.
NOT TO SCALE (CRACK TYPE Cl) bm. NOT TO SCALE (JOINT FAILURE TYPE J1) 4) CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FROM THE PREPARED
REFER TO DETAIL 5 AND 6 FOR EDGE AND SURFACES BEFORE SLURRY HARDENS.
SURFACE CONDITIONING AND EXPOSING
REINFORCING BAR REQUIREMENTS.
0
N 'I "' N "R SPALL"1153
0 A
DEI AMINA1 V U
L.f-%
"'Pl"""Er' REINF00"RCING) iirTs\ EDGE AND SURFACE CONDITIONING AO 5 0% N
(WITH EA vzi u
NOT TO SCALE (SPALL TYPE S2) NOT TO SCALE
PREPARED CONCRETE MINIMUM REQUIRED LAP AFFECTED AREA MINIMUM REQUIRED LAP
SURFACES TO RECEIVE PATCH -1 —LOSS OF SECTION-1-
Lj
OXIDIZED (CORRODED) BARS Lji i i DOE -3 -jLJLJ
UNOXIDIZED T10HWY 'M
K-3/4" MIN. CLEARANCE BONDED BARS
TO NOTE #2 IF REBAR HAS LOST MORE THAN 25X OF' WS CROSS
ORIGINAL MILL LWff "r- y
3) CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE /MWUM
BAR FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED SCALE UNOXIDEND OXIDIZED mom Co."�I'dl Connimassion
TO SURROUNDING CONCRETE. SECIIION SmwN s i i D is) r i c t 0 111 C C
CLEANING REQUIRED CONCRETE ME lm� A,
4) IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, -/33
CARE SHALL BE TAKEN NOT TO DAMAGE THE SAW BOND TO SURROUNDING MINIMUM REINFORCING LAP LEM" ARE BASED ON 3,000
PSI MINIMUM CONCRETE STRENGTH. 2 INCH CONCRETE COVER
CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF AND 6 INCH MINIMUM REBAR SPACING. ---------
THE BAR SHALL BE REQUIRED. ALL HEAVY OXIDE AND SCALE SHALLEIE REMOVED FROM THE BAR AS NECESSARY
70 PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL AS DETERMINED
2) VALUES BASED ON 25 PERCENT REDUCTION IN REINFORCING EF I -E C'F I VEE
5) ANY REINFORCEMENT M41CH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO BY THE ENGINEER
BAR AREA. NO ADDITIONAL REINFORCING IS REQUIRED IF THE
OTHER SECURED BARS. MEASURED DIAMETER OF THE REINIFORING BAR IS EQUAL TO -------
rl-
w OR GREATER THAN THE NOTED DIAMETER. THE DIAMETER OF
6) REFER TO DETAIL 7 FOR ADDITIONAL DETAILS. ING OF REINFORCING-$
0 MU THE REINFORCING IS MEASURE BETWEEN DEFORMATION$.
EXPOSING AND REPAIR '"OF REINrr"'ONRCING STEEL
U)
UNDERU"'ILITTING"' R E I N rr"vfN R C I N G E El DUE TO LOSS OF SEvfC',*"r1IU'0'*'N REINFORCING TABLE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
A 'E ENGINEER DRB SCALE
C> i ss/0*
WA 1?0 e BAY SHORE MARINA SEAWALL REPAIR AS NOTED
E DESIGNER
5/05/08 (SSUED FOR BID RHM Isc THE IRVINE COMPANY
5772 Boise Ave, Suite 100 PROJECT NUMBER
4/23/08 PLAN CHECK REVISIONS Huntington Beach, CA 92649-1134 CAD OPERATOR
DAP Isc 6200-03
Tel: (714) 895-2072
A�
PLAN CHECK PER ADA ACCESSIBILITY DRB 30990055.00006
vn
CL t -ax. t f 14) t5ut)-1 ZU1 umt Ntltl<
x NO. I DATE DESCRIPTION BY uasm& ASsoclates DAP DRAWING NUMBER
� V � REPAIR DETAILS
OF CAJ \x
CL PROJECT MANAGER —2
a REVISIONS I RHM S
MINIMUM LAP
LENGTH (1)
REFER TO
SECTIONAL ARM SUPPLEMENTAL REINFORCING STEEL IS
NOTE 14
REQUIRED. REFM TO REINFORCING TABLE, DETAIL 8,
C1
a A A
FOR MINIMUM DIAMETER OF RESAR.
4
IF REPAIRS ARE REQUIRED TO THE REINFORCIM SWEL
4 4
ONE OF THE FOLLOWING REPAIR METHODS SHALL BE USED*
SECTION THROUGH
1) COMPLETE BAR REPLACEMENT, OR
CONCRETE MEMBER
2) ADDITION or SUPPLEMENTAL BAR OVER AFFECTIVE
SECTION.
APPLICABLE TO HORIZONTAL AND VERTICAL LOCATIONS
.3/4*
2A) NEW 13AR MAY BE MECHANICALLY SPUCED TO OLD
BAR OR PLACED PARALLEL TO AND APPROXIMATELY
3/4- FROM EXISTING BAR. OLD NEW
sw LAP BAR
CAUTIONI SUM STARTING REMOVALS, REVIEW EFFECT OF REMOVZALS
28) LAP LENGTH SHAU_ BE AS INDICATED ON
�DN
STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NOECESSW.
REINFORCING TABLF, DETAIL 8. SIZE OF
SUPPLEMENTAL BARS SHALL MATCH EXISTING BAR.
1) REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE OXIDIZED REINFORCING STEEL
CLEANING UNDERSIDE
ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL
OF BAR
EXPOSED OXIDIZED (CORRODED) BARS. UNDERCUTTING WILL PROVIDE CLEARANCE
FOR UNDER BAR CLEANING. FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING
'777" TH OF
g, PA
CONCRETE, AND WILL SECURE THE PATCH STRUCTURALLY.
ABRASIVES
2) PROVIDE MINIMUM 3/4- CLEARANCE BETWEEN EXPOSED REBARS, AND SURROUNDING
CONCRETE.
ORIGINAL MILL LWff "r- y
3) CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE /MWUM
BAR FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED SCALE UNOXIDEND OXIDIZED mom Co."�I'dl Connimassion
TO SURROUNDING CONCRETE. SECIIION SmwN s i i D is) r i c t 0 111 C C
CLEANING REQUIRED CONCRETE ME lm� A,
4) IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, -/33
CARE SHALL BE TAKEN NOT TO DAMAGE THE SAW BOND TO SURROUNDING MINIMUM REINFORCING LAP LEM" ARE BASED ON 3,000
PSI MINIMUM CONCRETE STRENGTH. 2 INCH CONCRETE COVER
CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF AND 6 INCH MINIMUM REBAR SPACING. ---------
THE BAR SHALL BE REQUIRED. ALL HEAVY OXIDE AND SCALE SHALLEIE REMOVED FROM THE BAR AS NECESSARY
70 PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL AS DETERMINED
2) VALUES BASED ON 25 PERCENT REDUCTION IN REINFORCING EF I -E C'F I VEE
5) ANY REINFORCEMENT M41CH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO BY THE ENGINEER
BAR AREA. NO ADDITIONAL REINFORCING IS REQUIRED IF THE
OTHER SECURED BARS. MEASURED DIAMETER OF THE REINIFORING BAR IS EQUAL TO -------
rl-
w OR GREATER THAN THE NOTED DIAMETER. THE DIAMETER OF
6) REFER TO DETAIL 7 FOR ADDITIONAL DETAILS. ING OF REINFORCING-$
0 MU THE REINFORCING IS MEASURE BETWEEN DEFORMATION$.
EXPOSING AND REPAIR '"OF REINrr"'ONRCING STEEL
U)
UNDERU"'ILITTING"' R E I N rr"vfN R C I N G E El DUE TO LOSS OF SEvfC',*"r1IU'0'*'N REINFORCING TABLE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
A 'E ENGINEER DRB SCALE
C> i ss/0*
WA 1?0 e BAY SHORE MARINA SEAWALL REPAIR AS NOTED
E DESIGNER
5/05/08 (SSUED FOR BID RHM Isc THE IRVINE COMPANY
5772 Boise Ave, Suite 100 PROJECT NUMBER
4/23/08 PLAN CHECK REVISIONS Huntington Beach, CA 92649-1134 CAD OPERATOR
DAP Isc 6200-03
Tel: (714) 895-2072
A�
PLAN CHECK PER ADA ACCESSIBILITY DRB 30990055.00006
vn
CL t -ax. t f 14) t5ut)-1 ZU1 umt Ntltl<
x NO. I DATE DESCRIPTION BY uasm& ASsoclates DAP DRAWING NUMBER
� V � REPAIR DETAILS
OF CAJ \x
CL PROJECT MANAGER —2
a REVISIONS I RHM S
MINIMUM LAP
LENGTH (1)
NOMINAL
(D)
(INCH)
11MUM
(D)
ORIGINAL MILL LWff "r- y
3) CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE /MWUM
BAR FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED SCALE UNOXIDEND OXIDIZED mom Co."�I'dl Connimassion
TO SURROUNDING CONCRETE. SECIIION SmwN s i i D is) r i c t 0 111 C C
CLEANING REQUIRED CONCRETE ME lm� A,
4) IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, -/33
CARE SHALL BE TAKEN NOT TO DAMAGE THE SAW BOND TO SURROUNDING MINIMUM REINFORCING LAP LEM" ARE BASED ON 3,000
PSI MINIMUM CONCRETE STRENGTH. 2 INCH CONCRETE COVER
CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF AND 6 INCH MINIMUM REBAR SPACING. ---------
THE BAR SHALL BE REQUIRED. ALL HEAVY OXIDE AND SCALE SHALLEIE REMOVED FROM THE BAR AS NECESSARY
70 PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL AS DETERMINED
2) VALUES BASED ON 25 PERCENT REDUCTION IN REINFORCING EF I -E C'F I VEE
5) ANY REINFORCEMENT M41CH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO BY THE ENGINEER
BAR AREA. NO ADDITIONAL REINFORCING IS REQUIRED IF THE
OTHER SECURED BARS. MEASURED DIAMETER OF THE REINIFORING BAR IS EQUAL TO -------
rl-
w OR GREATER THAN THE NOTED DIAMETER. THE DIAMETER OF
6) REFER TO DETAIL 7 FOR ADDITIONAL DETAILS. ING OF REINFORCING-$
0 MU THE REINFORCING IS MEASURE BETWEEN DEFORMATION$.
EXPOSING AND REPAIR '"OF REINrr"'ONRCING STEEL
U)
UNDERU"'ILITTING"' R E I N rr"vfN R C I N G E El DUE TO LOSS OF SEvfC',*"r1IU'0'*'N REINFORCING TABLE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
A 'E ENGINEER DRB SCALE
C> i ss/0*
WA 1?0 e BAY SHORE MARINA SEAWALL REPAIR AS NOTED
E DESIGNER
5/05/08 (SSUED FOR BID RHM Isc THE IRVINE COMPANY
5772 Boise Ave, Suite 100 PROJECT NUMBER
4/23/08 PLAN CHECK REVISIONS Huntington Beach, CA 92649-1134 CAD OPERATOR
DAP Isc 6200-03
Tel: (714) 895-2072
A�
PLAN CHECK PER ADA ACCESSIBILITY DRB 30990055.00006
vn
CL t -ax. t f 14) t5ut)-1 ZU1 umt Ntltl<
x NO. I DATE DESCRIPTION BY uasm& ASsoclates DAP DRAWING NUMBER
� V � REPAIR DETAILS
OF CAJ \x
CL PROJECT MANAGER —2
a REVISIONS I RHM S
PROVIDE SIGNAGE STATING THAT "CHILDREN SHALL BE
I -- .
SUPERVISED BY ADULTS", SEE"A" ( -0 4
N
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE �CBC) ACCESSIBILITY REOUIREMENTS
PREPARED BY DAM H. PILL A.M. ACCESSIBILITY SPECIA IST
THESE DRAWINGS SHALL BE MIDERLD INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
19,
m DESCRIPTION
.NEWPORT BAY
F EXIST BACKFLOW PREVENTERS�
3
I-rX-fS-n—NG
-CO JNC.
R A 0
M
71
EXIST. ELECTRICAL TRANSFORMER EXISTING RESIDENCE
AND VAULT <<
V)
0 —i
WOOD TRASH ENCLOSURE
EXISTING 4" WATER SERVICE
42 cn
EXISTING RESIDENCE
ELECTRIC SERVICE
(UG)
EXIST. 6" WATER
TELEPHONE VAULT
1 2.7' HIGH CONC. BLOCK RETAINING
fl, �l f -N
WALL W/3' HIGH METAL RAILINk-7.
EXISTING CONCRETE WALKWAY
s— EXISTING 3" WATER SERVICE
-BAYS-H-O-R
f, DRIVE
6
CONC WATER METER VAULT
FIRE HYDRANT
CONC. WATER METER
SITE PLAN
SCALE: 1 " = 40'
RHM
DAP o rr
DRB
EX —31 08
BY n
o
0 20# 40# 80'
GRAPHIC SCALE
NOTE. -
1. THE EXISTING ADA GANGWAY @ RESTROOM BUILDING NO. 1 (2570 BAYSHORE)
SERVES THE ENTIRE MARINA. NO OTHER ADA GANGWAY IS
REQUIRED.
2. CALIFORNIA RECREATION COMPANY (CRC) SHALL FULLY
COOPERATE WITH ANY DISABLED BOATER, GIVING THAT
BOATER A SLIP OF THE DESIRED SIZE, NEAREST TO TH E
ADA COMPLIANT GANGWAY. IN THIS SITUATION, CRC WOULD
RELOCATE EXISTING BOATS TO MAKE ROOM FOR THE
DISABLED BOATER.
3. SITEWORK & ADA COMPLIANCE FOR BLDG. NO. 1 (2570 BAYSHORE) WAS
COMPLETED IN 1998. SEE SHEETS Cl, C2, C3, C4, Al, A2, AND
HARDSHIP DOCUMENTATION.
ENGINEER
DRB
�DESIGNER
DRS
a
CAD OPERATOR
RLR
ICHECKER
DAP
.PROJECT MANAGER
RHM
PARKING
4 HANDICAPED PARKING (1 VAN ACCESS)
92 REGULAR PARKING SPACES
I 2N
'o
n
0
a
'a CovOmll 0"IMMVS�.,,k-1
uib C'-ast Dlsiric'Officc
v Z.13
zn�� Nt
AS SHOWN
EFF 7ECTIVE
0
Ulato-,
4720.02
ESDECI AQ0E
2570 BAY SHORE DRIVE (BLDG. #1)
2550 BAY SHORE DRIVE (BLDG. #2)
oj
PARR
a swim
01=90011
0
M
AS SHOWN
PROJECT NUMBER
1
4720.02
DRAWING NUMBER
C-1
EX15TING;_1
22
-Fl 3� 0
PA 0
(DONE),
91-01, _O" 91— $1
N ___22
PA
17
A.0
PAVING
0
177,
6
17
A,
7
Do NO
ENTER
13
(DONE)
-1
---L(6> j
2
I N
TRANSITION
2
_[T:E�L:E:
ACE OF CURB
I ZZ
Y-ZZZZZA KEY NOTES
EX15TING; 1.5% CROSS—SLOPE @ CROSSWALK (2%)MAX.) GRIND AC
PAVING EDGE @ GUTTER FLUSH TO CONCRETE.
2550 BAY 3% SLOPE MAX. @ TRANSITION.
-,-2,570 BAY SHORE DR
SHORE DR. EXISTING RED CURB. PROVIDE WHITE "NO PARKING"
5UL::)ING 2 STENCIL 0 FACE OF CURB
...........
J
— — — — — — — — — — — — — — — — — —
5 PROVIDE NEW TOW AWAY SIGN, SEE "E" 1\ �-3
32 34 6" WIDE PAINTED RED LINE OUTSIDE OF CROSSWALK
W/ 4" BLOCK LETTERS STATING "NO PARKING"'
PROVIDE PAVEMENT MARKING "DO NOT ENTER" PER CITY
(DONE)
El STDS.
37
16
-j 4 'N
"VAN ESSIBLE" SICNAGE SEE
F-0-1 Fq PROVIDE
41—011 8$
/� 0
221
I
L
(DONE)
29
GRIND PAVING FLUSH TO CONC. (MAX 2% SLOPE)
(DONE)
PROVIDE "NO PARKING" SIGNAGE PER CITY STD,
SEE "Eyrtl �4
—3
REMOVE EXISTING CONC. CURB & SLAB & REPLACE W/AC
PAVING TO MATCH EXISTING.
* 4 BLUE STRIPING @ S—O" O.C. OUTLINED W/4" BLUE STRIPE
@ PERIMETER.
4— 0 LONGCONCRETE WHEEL STOP SEE 7
C-4
(DONE)
PROVIDE DISABLED PARKING SIGNAGE & EMBLEM @
"B"
PAVEMENT PER W1 STALL STRIPING IN BLUE.
4 "\
3)
(DONE)
(DONE)
(DONE)
n -io
Afic
(DONE)
th Cc,1-1,st District C c(�
A 0,
)
PAINT CURB "CAUTION" YELLOW
(DONE)
EFTC 11 VE
------- ..........
(DONE)
PROVIDE DIRECTIONAL SIGNAGE TO PRIMARY, ACCESSIBLE
(DONIE)
ENTRANCE & SANITARY FACILITIES. PER "H" A
ammma-MR30 N-Amnw-1
/PATH OF TRAVEL
I SCALE: 1 /8" = l'—O'f
L
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE �CBC) ACCESSIBILITY REQUIREMENT1%,-,
PREPARED BY DAVID H. PILLMAN, AJA ACCESSIBILITY SPECIA IST
THESE DRAWINGS SHALL BE CONSID't�kD INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
F.H.A C-3
(DONE)
SECONDARY SITE ENTRANCE
F.H.
/PATH OF TRAVEL PROVIDE BLDG. SIGNAGE W/12" HIGH BLOCK LETTERS ON
CONTRASTING BACKGROUND @ EA. SIDE OF BLDG. MOUNTED
0#7
S,5/05/08
ISSUED FOR BID
RHM
I PIC
XO -31-08
or C# N�
4/23/08
PLAN CHECK REVISIONS
DAP
S69/27/07
PLAN CHECK PER ADA ACCESSIBILITY
DR8
DATE
DESCRIPTION
BY
REVISIONS
LEGEND
APPROX LOCATION OF
PHOTOGRAPH
21133 Eft"ImM 02-_--
SCALE: 1/8 " = 1 _O "
wmull��
---- --- BELOW EXISTING LIGHTS WHERE POSSIBLE — SEE #$I#' OR
Ifill r 4 -
GRIND CONCRETE TO PROVIDE TRANSITION PER
PROVIDE 4" WIDE YELLOW WARNING STRIPING 0 30" O.C.
7 W/PERIMETER STRIPE.
2% MAX. SLOPE (ANY DIRECTION) @ DISABLED PARKING
STALLS & LEADING/ACCESS AISLES.
SEE C-1 FOR ADDITIONAL KEY NOTES
ENGINEER DRB SCALE
BAY SHORE MARINA WEST REBUILD AS SHOWN ZL
5772 Bolsa Ave, Suite 100 DESIGNER DRB THE IRVINE COMPANY PROJECT NUMBER
Huntington Beach, CA92649-1134 CAD OPERATOR 4720.02
Tel: (714) 895-2072 RLR 30990055.00000
C - 74A QQrZ 41104 PARTIAL SITE PLANS
HECKER DAP
PROJECT MANAGER RHM
DRAWING NUMBER
c- 2
0
75
rL
0
V)
"I
Ew
In
76
V)
0
U
IV
C
00
00
to
io
0
w
z
re
2411
CHILDREN SHALL
BE SUPERVISED
BY ADULTS.
2" LETTERS — MATCH EXIST. SIGNAGE
IN COLOR, TYPE OF LETTERING &
BACKGROUND COLOR.
(EXIST. SIGNAGE: "KEEP OFF —
PRIVATE DOCK")
DOCK SIGNAGE
SCALE: 1 1/2" l'—O"
1/2" RADIUS
BLUE
WHITE
REFLECTORIZED SIGN RESERVED RESERVED
CONSTRUCTED OF FOR FOR 80" MIN. FOR
PORCELAIN STEEL HANDICAPPED HANDICAPPED FREE STANDING
WITH BEADED TEXT t I - 1 0 F 1 36" MIN. FOR
OR EQUAL. 36 VAN Amssim I T ALL MOUNTED
NOTE: TO TOP OF WALKING
SIGN TO BE CENTERED SURFACE
AT THE INTERIOR END OF
PARKING SPACE
AREA OF SIGN TO BE
A MIN. OF 70 SQ. IN.
DESIGNATE FOR
"VAN ACCESSIBLE"
WHERE APPROPRIATE
EMBLEM MUST BE LOC TED
IN STALL SO THAT IS VISIBLE
BY A TRAFFIC ENFORCEMENT
OFFICER WHEN A VEHICLE IS
PROPERLY PARKED IN THE
SPACE (CENTERED AT
ENTRANCE TO STALL.)
SIGNAGE B>
SCALE: 1/2" = 1'-0"
DETAILS
AS SHOWN
SAN SERIF
Uf=I=ERCA5E
LETTERING TYFA
L
w
WOMEN
WALL MOUNTED SIGNAGE TO 5E
LOCATED ON LATCH SIDE OF
DOOR CLEAR OF DOOR-5111ING.
MOUNT AT 60" TO CENTERLINE
OF SIGN FROM FLOOR.
A
LETTERING
,4 RA15ED
o 1/32
1. ACCESSIBLE PARKING
A. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND
LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED
WIDTH OF WALKWAYS.
B. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE,
AT EACH ENTRANCE TO OFF—STREET PARKING FACILITIES, OR
IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE.
THE SIGN SHALL VE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING
NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY
STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING
PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES
MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE
RECLAIMED AT OR BY TELEPHONING $7 .
NOTE: BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE
INFORMATION AS A PERMANENT PART OF THE SIGN.
2. WALKS AND SIDEWALKS
A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE,
NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANCES IN LEVEL
EXCEEDING 1/2".
B. WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH.
C. WHEN CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE
BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL
CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.
D� ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING
1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS,
E. WALK AND SIDEWALK SURFACES SHALL BE SLIP—RESISTANT AS FOLLOWS:
1. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT
LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM
SALTED FINISH.
IL SURFACES WITH A SLOPE OF 6% OR GREATER GRADIENT SHALL BE
SLIP—RESISTANT.
F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS
1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS
REQUIRED OF A PEDESTRIAN RAMP.
G. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4"
PER FOOT.
WIN
AISLES.
PAN
0
B.
PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN
PLAN CHECK REVISIONS
75
8.
Distric! 0"
STAIRWAYS
PLAN CHECK PER ADA ACCESSIBILITY
PC 111
Dim
A.
f-- ty- 4
3: tu
lu lu
a -1 d)
UFf=ERCA5E
CHARACTERS
F>ROVIDE SIGNAGE AT DOOR
OF 5UILDING I ONLY
OMIT AT 5UILDING 2 1
t—CORRESPONDING
GRADE It 5RAILLE
'UJALL 4 000R MOLINTEP SIGNAGE (TYF.)
SCALE; 1
� -E&Rq
0491 ��
WH I TE
PARKING-�7- RED
TOW Aftr�.--SIZE OF SIGN
AND LETTER
SIZE TO BE
VERIFIED WITH
tell CITY OF NEWPORT
BEACH
5ICK*E
SCALE: I"xl'-O" SCALE: Pzl'-O"
i UNAUTHORIZED VEHICLES'
PARKED IN DESIGNATEII.,,—LETTERING ON
ACCESSIBLE SPACES SIGN MUST BE
NOT DISPLAYING
DISTINGUISHING PLACARDS A MINIMUM OF
OR LICENCE PLATES 1" IN HEIGHT
ISSUED FOR PERSONS
WITH DISABILITIES
MAY BE TOWED AWAY AT
OWNER'S EXPENSE,
TOWED VEHICLES MAY BE APPROPRIATE INFORMATION
RECLAIMED AT MUST BE INCLUDED ON SIGN
IMH
OR BY LEP ONIN
(MINIMUM OF 1" IN HEIGHT
5IGNAGE
SCALE: Pzl'-O"
12 50.
,,,--BLUE BACKGROUND WITH
WHITE FIGURE & BORDER
,,�MOUNT ON WALL OR GLAZING
TO FIN. NOTE:
SURFACE EXTERIOR SIGNAGE MAY BE PLASTIC
OR 16 GA GALV. SHT. MTL. @ BLDG. ENTRANCE
SCALE:
H. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT
LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'.
1. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF
GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE
SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL
BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW.
pq
I CURB RAM, S
A. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE
FLUSH AND FREE OF ABRUPT CHANGES, EXCEPT THAT THE LOWER END
OF EACH CURB RAMP SHALL HAVE A 1/2" LIP BEVELED AT 45 DEGREES,
B. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE, SHALL NOT
EXCEED 1: 20 WITHIN 4' OF THE TOP AND BOTTOM OF THE CURB RAMP,
THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL
NOT EXCEED 1 VERTICAL TO 10 HORIZONTAL.
C. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR
OBSTRUCTION BY PARKED CARS.
4. RAMPS (EXTERIOR OR INTERIOR)
A. HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMPS THAT PROVIDE
ACCESS IF THE RAMP SLOPE EXCEEDS 1' RISE IN 20" OF HORIZONTAL RUN.
5. DOORS
A. MANUALLY OPERATED EDGE OR SURFACE—MOUNTED FLUSH BOLTS AND
SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS
AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF
HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR
SURFACE—MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL
NOT REQUIRE MORE THAN ONE OPERATION.
B. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH
ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT
BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH—PULL ACTIVATING
BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT
REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
C. HAND—ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED
BETWEEN 30" AND 34" ABOVE THE FLOOR.
D. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT
THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32".
m
FULLY _____----LETTERING ON
ACCESSIBLE-" SIGN MUST BE
RESTROOMS A MINIMUM OF
LOCATED IN 1" IN HEIGHT
BUILDING 1 REFLECTORIZED SIGN
- ------ CONSTRUCTED OF
PORCELAIN STEEL
BEADED FIGURE, SEE G"
1/2" RADIUS
,—BLUE BACKGROUND
WITH WHITE FIGURE
UN INt. IIUNAL t5l(J
GALV. STL. POST-----,
it
(2 x1 6 GA. MIN.)
W/ 4x4xl /4 it > WELDED
@ END. PAINT WHITE
SIGNAGE -9 5LPG 2 FIN. SUFACE
E. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE
DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED
POSITION.
F. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS
SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH
THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED
POSITION.
G. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE
OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION
OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE
DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO
THE PLANE OF THE DOOR IN THE CLOSED POSITION.
H. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR
SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR
EXTERIOR DOORS, 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS AND
36" ON THE PULL SIDE OF THE DOOR WHEN THE APPROACH IS LIMITED
FROM HINGE DIRECTION ON THAT SIDE.
1. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE
THRESHOLD OF THE DOORWAY.
J. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS
FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL
OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS
AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.
COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE
UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE
REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE
INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
6. FLOORS AND LEVELS
A. CHANCES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE
TREATMENT.
B. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE ACCOMPLISHED BY
MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.
C. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE,
IT SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD OR
BACKING OR NO CUSHION OR PAD, AND HAVE A LEVEL LOOP, TEXTURED
LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE
MAXIMUM PILE HEIGHT SHALL BE 1/2 EXPOSED EDGES OF CARPET SHALL
BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE
LENGTH OF THE EXPOSED EDGE, CARPET EDGE TRIM SHALL COMPLY
WITH NOTE 2 ABOVE,
ENGINEER DRB
5772 Boise Ave, Suite 100 DESIGNER DRB
Huntington Beach, CA 92649-1134 CAD OPERATOR
Tel: (714) 895-2072 RLR
Cash & AssoclateS Fax: (714) 895-1291 CHECKER ---DAP
JECT MANAGER RHM
I— J
ISIGNAGE 6 POST
EXIST. LIGHT SCALE:
EACH SIDE
OF BLDG.
LARGE BLDG. NUMBER
UNDER EACH LIGHT
EACH SIDE
ADDRESS SIGN ON
11
11
RE
Z. H6ZARDS AND PRQ:LRUQINQ QQJEC�LS
A. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES
BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO
MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR
AISLES.
0
B.
PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN
ACCESSIBLE ROUTE OR MANEUVERING SPACE. i m
75
8.
Distric! 0"
STAIRWAYS
PC 111
A.
OPEN RISERS ARE NOT PERMITTED.
9.
EF
SIGNS & IDENTIFICATION
DDW� .......
A.
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A
WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO
COLOR NO, 15090 IN FEDERAL STANDARD 599b.
B�
ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY
PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR
LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED
0
WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE
TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.
0
10.
ELECTBIQ8L
A.
THE CENTER OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE
V)
OUTLETS SHALL BE INSTALLED NOT LESS THAN 15" ABOVE THE FLOOR OR
0
WORKING PLATFORMS.
C
B.
THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR
SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR
AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES,
N
OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE
E
MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM.
z
0
C.
THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE
LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM,
0-
1-1
GROUND SURFACE, OR SIDEWALK.
SCALE
BAY SHORE MARINA WEST REBUILD
AS SHOWN
THE IRVINE COMPANY
PROJECT NUMBER
ACCESSIBILITY
4720.02
DETAILS AND NOTES
w
!C;'
DRAWING NUMBER
C-3
z
It
a,
RADIUSED RADIUSED
STL. TUBE RAILING EA. SIDE OF EXIST. STEPS EDGES STL. TUBE RAILING EA. SIDE OF EXIST. STEPS EDGES
WELD TO EXIST. GUARDRAIL, MATCH EXIST. TYP� TYP�
WELD TO EXIST. GUARDRAIL. MATCH EXIST.
GUARDRAIL FOR SIZES OF BALUSTERS, ETC. + GUARDRAIL ON SITE FOR SIZES OF BALUSTERS, + 4:
REMOVE EXISTING RADIUSED PAINT ENTIRE RAILING BASE > ETC. PAINT ENTIRE RAILING BASE >
C) 13
ALUM. HANDRAIL RETURN. S @ CONDITION 2
GRIND ENDS SMOOTH AND ONLY
CAP TO MATCH EXISTING 2" WIDE CONTRASTING 2" ODE CONTRASTING
BOTH SIDES < BETWEEN RAIL ENDS COLOR STRIPE WITH NON- L4 COLOR STRIPE WITH NON -
CONDITION 2A ONLY SLIP SURFACE - TYP. DETAIL SLIP SURFACE TYP�
n 12" DETAIL
PROVIDE RADIUSED ALUM, EXIST. GUARDRAIL SCALE: 1 1/2" 1'-0" MIN. SCALE: 1 1/2" 1'-0"
OVER 1/2" HANDRAIL RETURNS - MATCH TO REMAIN- PAINT
12 SEE ALSO NOTE EXISTING AND FINISH ENTIRE RAIL AFTER
+
NEW HANDRAILS
.. ...... ... 2D, THIS SHT. z z
777-
V)
ARE ADDED C)
z
/X -
z
d C5
12" 12" V 12" 12"
mLR.
OR TREAD v OR TREAD
0 'MOTH VAX,
-1 WIDTH
U -j
EXIST.
FIN -R.
STRUCTURE CL
VAX
C:I
of L-1\" MIN. CLR.
GRIND DOWN CONCRETE I @ CONDITION 2A
ASPHALT OR OTHER MATERIAL MIN. I WHEN GANGWAY
AS SHOWN UNLESS NOTED FIELD VERIFY IS LEVEL
OTHERWISE @ PLANS. 1!" 1 --t
@ COND 2A.
-1(12" OR LESS
2 S E ALSO NOTE EXIST. CONC,
EXIST. TREADS STEPS & WALK
2C, THIS SHT.
AND RISERS
3/8 EXP. ANCHORS 3/8"- EXP. ANCHORS
"HILTI" KWIK-BOLT "HILTI" KWIK-BOLT
/`2A_� ICBO # 4627 _Z
ICBO # 4627
PARTIAL ELEVATION @ 1 J" EMBED 1 1" EMBED
WALKWAY LEVEL CHANGES EXISTING GANGWAY RAILING EXISTING HANDRAILS @ EXISTING STEPS
2 3� EXISTING HANDRAILS @ EXISTING STEPS
( 4
NO SCALE SCALE: 1 1'-0" �C - 4) SCALE: 1" 1'-0" �C - 4) SCALE: 1" l' -O"' �C - 4)
1 STL. TUBE PROVIDE NEW 11" SQ.
WELD TO ( " SQ. TUBE HANDRAIL TO
STL. TUBE @ EXIST. V MATCH EXISTING @ +36"
VERTICAL STL. POST EXIST. POST A.F.F., SEE PLAN BELCIN
0 GUARD FOR PROJECTION & WRAP
PAINT EN11RE RAILING
AFTER MODIFICATIONS.
REMOVE EXIST. GUARDRAIL
NEW CONC. WALK EXTENSION EXTENSION, CLOSE END & PROMDE
PROVIDE MEDIUM BROOM FINISH FIN. FLR. SMOOTH EDGES & CORNERS
112" PRE -MOLDED
EXPANSION JT. FILLER
ALIGN ------- 3
12"
to
471 2pl
C",
< 6p
Uj MIN.
> 4,1. -c,4 C14 3-#4 REBAR
X
By:--
Uj
>
V- REINF. @ 48" O.C. _7
\>X J,
GROUT INTO EXIST. WALK. WWI'
w EACH END
0
EXIST. WALK & CURB
J_
51 41
0
NOTE:
PROVIDE CRACK CONTROL JT, �S�WCUT) BOTT. OF RAMP MAX PROJECTION
INTO PARKING <
@ 10'-0"' O.C. @ EXP. J77 W/ PRE -MOLDED
JT. FILLER @ 40 -0" O.C. CONTROL JT. DEPTH
SLAB DEPTH 4
PLAN PARKING/
DRIVE END -I\- CLR� TYP.
NQLTE*-
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP I E
PARTIAL ELEVATION OF FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE �CBC) ACCESSIBILITY REQUIREMENTS
EXISTING WALK @ WESTERLY PROPERTY LINE PREPARED BY DAVID H. PILLMAN, A.IA., ACCESSIBILITY SPECIA IST
5 EXISTING GUARDRAIL EXISTING IVIODIFICATION� �6 DETAIL THESE DRAWINGS SHALL BE CONSIDERED INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
rT� 0'
0 -
SCALE: 1 112" 1'* -0" SCALE: 1 1'-0 IQ�4 NO SCALE NC3
OkofESS/o& ENGINEER SCALE A In
(jWAR,0 , DRB BAY SHORE MARINA WEST REBUILD AS SHOWN
&!5/0-5/08 ISSUED FOR BID RHM F'7 DESIGNER DRB THE IRVINE COMPANY I
5772 Bolsa Ave, Suite 100 PROJECT NUMBER
tf\ 4/2,3/08 PLAN CHECK REVISIONS DAP Huntington Beach, CA 92649-1134
-2072 CAD OPERATOR 472
9/27/07 PLAN CHECK PER ADA ACCESSIBILITY DRB Tel: (714) 895 RLR 0.02 0
EXP�A-31- 8 S Fax: (714) 895-1291 30990055.00006
NO. DATE DESCRIPTION BY Cash & Associate CHECKER w
DAP DETAILS 19
DRAWING NUMBER
OF C#,LNi f__
REVISIONS PROJECT MANAGER C-4
RHM
0-
Mw
2 11
x
U4 UJQMEN�T���� UJOMEN/MEN
WIF31111,11us 2019114
lots
a a *3 1 no m
TILE
x
I=LR
C�!l
2% MAX.
MpAi
45"
0
SLOPE
MAX.
(DONE)
EA]
0
+�R'O*UGHOUT
I lift
261-4"
4 '1
2, 4'
U ju A
4
0_
wo N 4�1 M CH. kt-
2
M qCHE
13
SLOPE 33
2% MAX.
L
12 Lu
3
CLR.
4
A
�Is
2'-10" V-10" 51- -3 It 1 1
------------ A- --w-
F &a
LUS
"Lc'
SLOPE
f 'SK 7Y
LLITEt
+
+(
amu -
L2
51-311 21-1011 2 '"10"
(DONE)
E]
FF
(�JH
LI T�j
n
4
14�
EXIST WALL
0
TO REMAIN N
EXIST WALL
TO 5E REMOVED
a-
MEOW
11 ET ME
(DONE)
2
(DONE)
(DONE)
8
(DONE)
6LOPE
(DONE)
(DONE)
�Nu� -----
FI-IVI
... ... ........
c
............
14�
EXIST WALL
0
TO REMAIN N
EXIST WALL
TO 5E REMOVED
a-
MEOW
11 ET ME
NO
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE tCBC) ACCESSIBILITY REQUIREMENTS
PREPARED BY DAVID H. PILLMAN, A.A., ACCESSIBILITY SPECIA IST
THESE DRAWINGS SHALL BE CONSIDERED INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
r]
momm
4
ILITEI
01
EO
��m rj�
W--Lq;,
1911111
its
�1
-----------
(DONE)
(DONE)
(DONE)
(DONE)
4
(DONE)
raSKY
LITEI
I
7J
f=ROVIC>E C>IRECTIONAL 5IGNAGE TO 1=1RIMARY
ACCE5515LE ENTRANCE 4 SANITARY FACILITIES.
I=ER 0,,11"orrum Co'ast"n"" s-ounn"Ission
S(Wth (-a!"ist DistrIct Offio�
A
R BID RHM
'JK REVISIONS DAP
- 'z �*
'O'K PER ADA ACCESSIBILITY DRB *1 EXP —31-08 Cash & Associates
DESCRIPTION BY I y \
REVISIONS 0 ct'0
ENGINEER DRB
5772 Bolsa Ave, Suite 100 DESIGNER DRB
Huntington Beach, CA 92649-1134 CAD OPERATOR
Tel: (714) 895-2072 RLR
Fax- (714) 895-1291 CHECKER DAP
PROJECT MANAGER RHM
pcm
Be
A 2 -1 -
WALL LE!2EN12
Date: ------
EXIST WALL
TO REMAIN
EXIST WALL
TO 5E REMOVEE;>
_7
-145
WORI< MADE f=AP.T OF I=C 02 -2006 f=ERMIT
LL
WORK REMAINING @
EXISTING RESTROOMS BLDG. 2 (2550 BAY SHORE)
SCALE
AS SHOWN
MR
'In
PROJECT NUMBER
4720.02
CASH & ASSOCIATES
November 18, t vi0h
City of N'eavisort Beach
Building Departinent
3" OfiNevvioOrt Wffllcv�ord
P,O Rvrs 176it
N,nslbart Beach, CA 9265l�-991;
Attentioll: Mr. Flysil Jurdi
Chmf Plan Check, Engineer
Assistant Director Building Department
SubjCcl] BAYSHORE MARINA
ADA COMPLIANCE, T)QCU?vIE1\,TA'rI0i,'i
PLAN' CHFVK N�'O 165-2-98
(C & A P rot s -c t lNo, 4 720, 0 9)
ficutlinnon,
As you -are alivare, Mr, David Pillman of Pillinin Architects, has proVldcd croasu)tnug sercices to Cash
ptttlecj, fle has provided a vele. Complete
& Associates legirding ADA Compliance for the
and comprehensi% e evaluation Of file prqject and ttas near complIQUOn viliall docturientation required for 17,11,11
approval, Utif problotals nod caturallconallieteflic required
orhitnately"Nir. P
tylinOr revisions to the documentation within our sched"Ic,
'Thepcforc� Cash & Assvtciatu�s has d , s " Delta
cshnpl�tcd the docunwtw� will, 11W all' oth"ne t, identife a
in the alar� ade tile f(Alolian ine din
put (_
zfthef,)rn, Webu,,ern, Qa Tit �mts
1, Refuterme to Ilic, CIO -,c PrOxIllur"(1
11, e(stlshructu)n� bit,,
Reviscri the cstifultled cOnStructiOn Cott Of rcstrOo ed on \ M-bal quotations
rccciviad from contractors onflVetIN bidding the tenint flOrrovefusIlts, Cost and percentages
11ttS-e been revised accrudintzls�
W� -vlouldappreciate aloof rcsr,-Ousie and approval of oursubmittid as y0on as possible, as the contractor
stat
gto'l to
assistance vvith this platter,
very t I-, I IV Not it 5,
CAS11 & ASSOCIATES
Rand-, H ma�oll� I, F,
RIJ NI ed
Isir David (3roverrintrin Plan Chccker
Q, L ti I
Documentation of t."Inrcistariable Hardship CITY OF NEWPORT RVACTI
Rayshore NNIttrints West Rebuild Preparud by CA-,S'I I & ASSOCIATES
No'sernher 19� 1998
Page 3
path of travel to sanitary facilities, Secondar, Path 4f,for,ti:
Gangway at Building #2t P223, Repair costs wouldbeSco,f)(0 tora
re- -'Nlarni-3 Raria, Puder" mouiriled car oci a 23, dedicated raulp or
5225JI(A) foran ALA ��ornpdrirs 5witchloick 120'ramr � J ��I, vi in,
An - P_pq a
Posting drck like at Pitilding 41� Photo 1`122�
FF-,7kj,7 s,:, �
ze e
, Is � tared a, o u I I d cran F, W sy e 1 vi t h 't
guest simwot bumping as
, ladicIN in place, Piantzw,ci #I v, , buift;n
19,41", Repair proposed is to usaM h3ndrall ends at (�alni%l13V ; 1 PQ'
Repairat Cianewav #2 Provide handrailsanduse plates only
I'lle arcas ofalterinion (vee Pt, 1-0and one main prnoary padi orilavel
to thc�,c arcis has heel identificti, This Path of navel lnchldc�v to
hnf, vanitaiv facilities, public street, ana in
acc,,rdaiacc with CPC seelions I 13411 1 and 113413 2, Mult!ple
acce�s�bht paths cifuavel are not rttuniedby flseyo -�cctnln� The
C )
t;tcondary taniFivay i�,idso within obat isnornaliv i:tocn&r d f,
at large siles, ain't Multiple facilities
Signagttviil
be provided at mrsecandaryrestrolon faciliticel'garigWaY dirc' litat the
disorled to the main entrance oher, all disabled paring is loc3uid,
Ba,scij tin early, discussions with Mr. ktichaelybundir ,i�rth Dwision
to'dac Suam ArchnectiDSAI, iMr-Mankar vias ieccluri, c it) dus
aisesFulent it,; Anil, Thcreforc, based on dreee facts and the
&-proporthinate co,,,,t,, alleash, being incurred at diis,,iitzt. iequirm �he
��ccondary Tiangway i It, otil not
�anlrovc the accc,c;�bhnv of tho2mrapsived afte-afirli
, s S Mc
Afterilaw if and rNficii it is, rcadil:t achievable-todo so,the Owner
intends a) replace the evistim-18" clear vvidth wood zsrlpva� won a
-�irotiarvii-d,,aanaard alintarturn gangivay, A new gan�nkat. with in
approximate cott of S2i),000-, vilil be aslong a-, praC':C3l b1fit ol The
existing tipacc With the t�asl possible slope, ten wfll nor d�, reemold if,
Alternate if U14F, iv not 3PPr0vftI. Pcmwc Gcm.,wip, -�2and loma
e,cr��)Tle to us- accessible Gainalva", 4 1, impact park-nia near RiuldhiL
ii I � force dole borfivalsailists; to a t(n), Its 500' addiu(nul Travel dl%anc�-
u1ni rtol the risk of apsemills boatowncis and vueots, If, rim y i�
rcrioNcd, therewill be no ni�crl to renovate Paulding 02 ristoxons, thus
,;avinit the ovincr S26,004- in phoincd Tepairs,
• J, Sanitary Facilities: Secondary m-mortrus at Building �:'2 are real on the
primary accessible Path of travel and art, not riccessarii% required as
pan of thcaberatoul, rXitudig %hower P-2-14 and accessible water �ktsSLt
� not ev
Rli_1n_1h_41tn1h1td5 for ne"
lf,er-: Hoddin #1: Owner w thin 's2airs.
- �_fwM # �, �), _;_
F. F�: Building 42 t Ownier muerrds to Make only rcad 1 1v ac, evidift"
harricr,enloval repairs aan do not molude Wail chrumcs� Acce'table
%vatervitis u nomo to
m,�mupartmeut will meet design rect ire . r 36" Wide
frrua_rlajrsf�r per CLAC Figure I I 11-lf`� Existing shower compartment
rcpior will �e Ininted to iihnste lever sisnuols. a
bar at aho�ivr bead
%kall and lowered Tyne hoaaks� Lavatory, door hardware, -,ignage and
accessory beiphrit will �emspfy %fth Standard-, bir nea, cinstnicusin-
• K, Path of travel to drinking fationtimn None proposed
C 1- Drinking Fountahrun'None proposed (future. ifarly�%val curmov) SN,,A so
0 'el Path of trivet to public udephmtuii� Path to itXistunt ray phone at
Building 92 r� via a curb ritralvioTha rimi-confromme 'Tievurb tri.itcad
qf �A_�n at pare 1112int-& P2 101, whi3O ie IF,
S I,, part
FX,- Prltro�ed repair is ro paint th;T;_ik�c curb ovith -"'noon wilow"
paint ass warning, pant offrilvt, to Proposed irlia phone tii�,atiorn; wnl
WINE I MMMMM
lot In. I 1,1KAZIEM
REVISIONI
CITY OF �NEWTORT BEACH
Prepared b�,,CASEI & ASSOCIATES
MOCtors Son, I heir ants
_Mla Oaflt I "I 1_11�11_1 "111 -1 "1
TOTAL Cost for foil complia"cet including UT -111". TOTA L� S53ifloo 45�7 , % Qah Ramps, by David Pillacro, AIA,
EX.: 113ndrails, and astatine, will he;xldad to the cvo�ung not P SO $1,600
Grand Total Pmposed Project Cosr. Iniss firc,ore; S5o(),�hsn , �npg Propose& S874,100 S1,464,100
Grand Total P"ifect Cost Including items requested for UHE. S1,464,100 � S250,000 S1,714,100 1 9 6. pbroirs�- Buildunj #2 nistroorn dootswill not have 12 mch clearance �Lt S4,000
t
fistuopirrutmate coal Nvas s'lusfirJ for coal project cests With the 19195 expenditurcc, i
Note dral the required 201". d V Liqiside of ditars in lieu ofmaidiP.-use tvallsnus- toitipv c,'
2 1995 - 1998 Proposed cypendatar's at the Parking and n-3lrotanii it Building- al exceed single Parts id' travel )fS
E, F.; Esealng d )rs at veslihnic 11227, 'k P229S i,�Il be he"I 10
repair rcrourent-nut rot 20% cosm CDC , Section I 1343-2, 1, Exception 2, 1
rinnoved and single externtr doors ininiat(I w0h proper Pull -side
3 Praposed Path of Travel and ractroom repairs at Building -2 are bcuig perfistroutcl on ;he basis of A)DA requited clear-ance. Doors Will have closera with push ryne panic bars or push�
barrier removal noder C13C Exception 3,6, The Yondtiont Npirtment may svieh to 14parale this paddle Type door hardwam Push type hardware ;a not considered a
latch "etfor the rurtar'se ofcompiyi
_ng with CDC Future 10-1 ay NCE
SEE
rJuildnar 92 Work out Under a separtile building permit. pergur s,, Builarrig #2 Gangway is therefore rest rcquircd�
------ out SNIA SN',A SNIA
NrMS F- f4 Path oftravel within the facility' Docks ire 1,cccsidilc 3fsoo' the To
PE N NOfn 9804169
so ism
Clocurneritation oft)nrcissonable 1-fardship CITY OF NEWPORT BEACH Documentation of Unreasonable f lardship CITY OF NEWPORT REACH KV% QR
Rayshore Marina Welit Rebuild Prepared by CASI I & ASSOCIATES VL-ff
Rairshore Marina West Rebaild Preputred by CASI I & ASSOCIA TYS Novernber 18, 1998 alEa V~n 1652=,qmpr MROW
Noverriber 18 loofi Pa
Page 4 -
6� Des
,A cloocishus in rarres of
ON Pablic Telephones E%i�nulg Phone at Building a2 has Coln son at _,5L 5"�'
N here, The CeoleT has
de
LS I nane an
F.F,- Propose ulyl,dianconf volume connyl lev 11twific 11aii and nue oistaryiptntionioe cost mine
nor burden oil tre corer to for -t
accNimuc ot'55" asashio it van providing two accessible gangeva�swfwn conq,,�Ilcg marillsdie net have any" Tire cost of aectiss
dimensional tincrances, Additional
t'�Iaphoncsarc suegcstcd to be intaidledift the parking level at Builifing t this location will take away from 5iontst, for 0%ner'3 ADA Barrier Removal projects et,,,;t�shctc,
'no renturn of the gangways to provide fs�,; a �ay tis
41 ord "I nit 1m) a
"ail fer a�c
's"Lan c LNLI %!�d1q(2ouTL%, 1v_ithrggu Lai �lons-
Option, Owner reav wnb to establish -a "howor phrale" SN stcm�
1;1F)t_5rrflbgoui trature of the _accespibility which will o-1-4
Gahnt& Rcferul Itern 8 and the Equbaicro Ficakatilsu tlenomls of Item above,
10
-M U, Susniuse. Secendsn paths of travel, fludount 4 2 shonerc and ax_ne�,av I See above �f 5
Loats ?ctarmji tMErteritz Accessibili'v,5nol lo"T bv the gunnting of Uflu, ofirmet iwrci�
do not -the reenlaw(ml, 2, it u
Lr,� Pr(�Poscd swn"we �, ill direct uwri torcce5sible facil ifiv,,�
construction and its availability to Co Ill with disabilities -
TOTAL co,t of di�ablad ac,�csl; unpawcalools SZ50,000 $14!0.000 543, 1 Off Fa
-ftrc path of iravet %valt direct, unnuedive, permana.la and
Ducks arid shic, will have 4 (one) co tilluous bartt"'t
uposvvil 52881100 1 in are the
--Lio- 1AL1111- - �Ifilsfllllcd 11"i2=111 --all's ( =9-5 P11=41n, - 19�"11 � �,'_.__ - I stualaras fitr vehicle parking spaces, Apsiipsatc lociutd ne%t Iss a V wlde accessible room heiadwalk, Restriterisand
Additional Information, See Attachments, Dtawnegs, plosels, letters to City and D.",A. ralnut convenienceii offered in the facility tsill be Ry the cstedbishistent of Policies Ptactices and Procedures
required by'ride III ADA 28fTR 363 302, accestable cpnca, c!6test, to ase accessible ramp, will he ritathi a�,Zhahe! on a
humping" policy, Access to the Marina �:oinrhe� k% zrh tilt mirpose and intent of the rblloivmg�
it% California building out I us San I C , purpars,
,, Ctoki (CBC) muluding Section,, 11323,14 B ) k d ;12
Co' ene "ed
te V,S. Accesslils®rd Recreation Commute.- Ratiort rucommendations, dated Julk, 19a4
c� D DSA DoaftPolicy, Pool Dock farcies, clated4 310!01 and reettivril from DSAortZ,27ar,�
L S � I on,
To prit,
ft so Dolk r iaul�', 1.
the undersigned, understand diatafthouph!le Coy rrcr� approve this request of minetamradde hardship and the
overused tanivahaut %access,, the Cil) rt1scNcs 'Ifie right to' teqn,ozi additional acce's" rompinesee upon rectivots" 3
corphron Of inadequate ac,�t*s at Ours focation, W'%� also understand that the Americans with Disabilities Ac6ADA)
A reiludes the Owner to remove access barrn:rs that ure Rcrefily, Achievable," per ADA ZSCFR J6 304 and That osty be
i"C'scesso(rctitarN required in afteratk)n projeo-, Furher,,,re undersiand that the City does nottabsittse the ADA,
petitioner: CASH & ASSOCIATES 0�,imm THEIRVINEC03NIPANY
Date,
FOR �,JTY USE ONLY
A r0taloset of construction coratloplared inlout acc�,,5 itaturcs oinvivus + proposed)
9 Tatal ost of,fisabied access improvement,,, (previous � propissed') 288.100
C. The ao,,ces
,counts (Previous 4 Proposed) hatreete the co5t ofcorearn0cm by, 24,5%
CITN OF4*EVVPORT REACH
Aiprolid 0 Denied By� Date
ENGINEER DRB
V0fESSt
DESIGNER
DRB
5772 Bolsa Ave, Suite 100
Huntington Beach, CA 92649-1134 CAD OPERATOR
RHM un RLR
Tel: (714) 895-2072
DAP
J S Fax: (714) 895-1291
DRB EXP/3-31-08 Cas� & Associate CHECKER DAP
Alp" I I
BY A?��c PROJECT MANAGER
or CA0 RHM
a fill
REFERENCE
I tip
UNREASONABLE HARDSri
DUCCUMENTATIONS
all
I
'CALESCALE
1, SH
AS SHOWN
Page 1
Documentation of Unreasonable flardshils.
CITY OF NEWPORT BEACH
4720".02
Rayshore Marina West Rebuild
NoVernber 13, 1998
fly
A-3
3300 Newport Boulevard, P.O. Box 1768
Page .2
Newport Beach, CA 92658-8915 (949) 644-3275
Denied
Identify the reatures'Which V
accessibility
Unreasonable llard*p
BUILDING DEPARTMENT
DOCUMENTATION OF UNREASONABUE HARDSHIP
Daw
10,19,vlti proo:cv Rayshore Marina West Rebuild
Building li2 and Secondary Paths OrTrav
Hardship Exceptions are requcsted,ni lic
ClICS,"itin 1134W2,1, Exception 1: Minding of thweasonable Hardship for
i DISTRIBUT ON'
-------
Accessibility features that will NOT toi, br
projects undcr cumill yrnul,,iticul threshold (Valualton threshold as (if January 1. 19,18
Hardship Exception is" grer
is S86�-770,,� Gmsu; shall include alterations within tirsviomr 3 %cars-
owqcf
Petitioner
Equivalent Facilitation (E.V) which WIL
Cf;(�,serjirm 11348_1i, Exceptiou 2� Finding of Unroasonablk Ilardehip, for projece;
St. Plan Check b"Itg,
h -o cuniolullaccas, required bv Co6c, TI&S
fortrelly cloolla from the requirements above and bem- tht: Ist flmt insist ianoply I -r
Faisill lurdi
ADA Infe G1. 28CF-R Seclissn 316-403(n,, 1ON6 Disproptoroundity Alterations to an
File
A
Palne) Acceso4ble proth of travel elvot litt steentof disproportionate To the overall alteration
Posparer,
Ly,� 0-,vncr will nalkle'st *'hil pack"ic
i
ixbcn the cost exceeds 2['r,. of the coal entalrerefiral to thepirartiv flusinionarea- Section
Cil.h & Associate,
Ific bits stop at 1`01 (Phiso 3, 131 and
36,403(lit Sinka, of stualfer aftersurna& rcquirts ail costs to be -wasideted,
DSA� 'tA Zvtmkin
Association assist vusifor; 11, kh acces
,l 32�8,24 rcqlkty Boat Dock,; to occieeil�- np--Ler, f1qv wqr!Z
� CDC ji
Exiyung Path of travel in The'nrctt a':
ig-r-c�"S'shle lluyvaviV
butisacceptalatc- SetPlIC A�cess
to !he site,
CA ff*�aafl & Safety Section t#1j$7: Finding of lJlateceitiany Hardship for projects
Metkadi� odda
�lvrdlabltr
that do not crater the literal requirements of starrdafris� Alternate
P, mdi,;a I
Fula rivis lent Fac ilitsinom (E, F)
tking-A .. pt a int:
Ila
,spaccs
E.F_ Propose 4 accc-,sible fol
z�s hichnfirtgar least I "Shartil Acresia
t
CDC 11-14 112. 1, piception 3,6: I-inding of I tralecesistay Hardship for Alterations
PROJFC-T tNFO
limit, CW 11296,2 luk)-w'- uuntarl,�
wirly ncr the puTpo""z of rcroo"rat barrit�nt, not necossanly asac'eialed �%nh alteration
Title
i PC, 9 YkZL131
Afternatel Stripe one miad cpacc tv
protects, purstrant to the re.rvuenumiscif Sceteme 33-6,402, anti 36,104-36406 of
Plan Check
loading
tire
Iff of the At),,\, or Califinnia Civil CiAc Section 51 U It Chit Rullits Act,
yefluvv Zone and Act C��unt:t
cr Rcom9b,14 , its at Ruil(r)"o ail
C� Path of Travel to tht entrance oftf
Job Addrsv: BoildinL, #1 ,and finicks: 25701 Davillout T)nvr
Isnflut
But drug
UL; , �trct to baNdnl_�-
EX- Repair AC� p re
b vc
goading 41 21 0 sase one Dit
Buddicg 1:
ralllrr�aod directional signa"t Foll,
Property Clivner The Irvivot Company Ann; Stc%e Brain'
I sirol Dock,5�_
0 D. Secondary Path of Travel from no
Adams-: 550 Neoport Center Drive tl3o(i
Newport Beach. CA 91-660 049) 720-2000
1995DOckii:
lecinceted for Boardwalk and guardrr
it-, front 1)
3,
Petififuter7 Cash & Associates Attri� Randy Maran
Usc:
LF.� hoosinut unmarked Taidl of Iray
PosilunvRelatrorcellp, president & Engincier of Rtx:crd;0,Arrer Represtitilafive i
F_ Secondary Path of Travel from str
$772 Ifolsa Mount, Suite 100
Flemington Beach. CA 9205,49 (714) 895-2072
1 Stories: I - drop to bay
modified Nvalk at West end M --,A,;-,
FX': propost to add handrall, and �s
F
4�
TOTAL COST (ifyinvitrimthin ccolemplatim without rone's features (Dock Ristsina)
TOTAL
provide at strect
c4dirs to the East emi-slace drive
1Po5 Plevcno,-, INfienditurvs t`Phase; L Ravidlorc Ract) 1995
$35o�000
1914� Propeiied Experaliturcs Jlhace 2: Daystrare Sk"cals 11908
S912601
wish to install a loadirl g zone, noon
additional cost rif S25�M) iMCI,
Cost of provilling -access compliance, imereases total snt)'
% SC� 1:(_>099
1995 Prrvioui Expenditures at Building 41 1995,
S240,0MI 2h �4 0
F, Pedestrian Ramp at Building #2. P
A
1999 Propi�asl Expenditorts at Budding
TOTAL Ptoposed Cost (if aectivs compliance 0995 & l998)' SUBTOTAL.,
$28N,1001
at 8,�% an of 9 30,
E _17,; E-soning ramp is ivWol convel,
(�t 0,5-0,9%) for existing ficid cond!t
Feahares requested hartecielitiort (ITHE) identified bidtsw� t1JUL___,_
K521vX_Xt__ -- ---- ___31
CITY OF �NEWTORT BEACH
Prepared b�,,CASEI & ASSOCIATES
MOCtors Son, I heir ants
_Mla Oaflt I "I 1_11�11_1 "111 -1 "1
TOTAL Cost for foil complia"cet including UT -111". TOTA L� S53ifloo 45�7 , % Qah Ramps, by David Pillacro, AIA,
EX.: 113ndrails, and astatine, will he;xldad to the cvo�ung not P SO $1,600
Grand Total Pmposed Project Cosr. Iniss firc,ore; S5o(),�hsn , �npg Propose& S874,100 S1,464,100
Grand Total P"ifect Cost Including items requested for UHE. S1,464,100 � S250,000 S1,714,100 1 9 6. pbroirs�- Buildunj #2 nistroorn dootswill not have 12 mch clearance �Lt S4,000
t
fistuopirrutmate coal Nvas s'lusfirJ for coal project cests With the 19195 expenditurcc, i
Note dral the required 201". d V Liqiside of ditars in lieu ofmaidiP.-use tvallsnus- toitipv c,'
2 1995 - 1998 Proposed cypendatar's at the Parking and n-3lrotanii it Building- al exceed single Parts id' travel )fS
E, F.; Esealng d )rs at veslihnic 11227, 'k P229S i,�Il be he"I 10
repair rcrourent-nut rot 20% cosm CDC , Section I 1343-2, 1, Exception 2, 1
rinnoved and single externtr doors ininiat(I w0h proper Pull -side
3 Praposed Path of Travel and ractroom repairs at Building -2 are bcuig perfistroutcl on ;he basis of A)DA requited clear-ance. Doors Will have closera with push ryne panic bars or push�
barrier removal noder C13C Exception 3,6, The Yondtiont Npirtment may svieh to 14parale this paddle Type door hardwam Push type hardware ;a not considered a
latch "etfor the rurtar'se ofcompiyi
_ng with CDC Future 10-1 ay NCE
SEE
rJuildnar 92 Work out Under a separtile building permit. pergur s,, Builarrig #2 Gangway is therefore rest rcquircd�
------ out SNIA SN',A SNIA
NrMS F- f4 Path oftravel within the facility' Docks ire 1,cccsidilc 3fsoo' the To
PE N NOfn 9804169
so ism
Clocurneritation oft)nrcissonable 1-fardship CITY OF NEWPORT BEACH Documentation of Unreasonable f lardship CITY OF NEWPORT REACH KV% QR
Rayshore Marina Welit Rebuild Prepared by CASI I & ASSOCIATES VL-ff
Rairshore Marina West Rebaild Preputred by CASI I & ASSOCIA TYS Novernber 18, 1998 alEa V~n 1652=,qmpr MROW
Noverriber 18 loofi Pa
Page 4 -
6� Des
,A cloocishus in rarres of
ON Pablic Telephones E%i�nulg Phone at Building a2 has Coln son at _,5L 5"�'
N here, The CeoleT has
de
LS I nane an
F.F,- Propose ulyl,dianconf volume connyl lev 11twific 11aii and nue oistaryiptntionioe cost mine
nor burden oil tre corer to for -t
accNimuc ot'55" asashio it van providing two accessible gangeva�swfwn conq,,�Ilcg marillsdie net have any" Tire cost of aectiss
dimensional tincrances, Additional
t'�Iaphoncsarc suegcstcd to be intaidledift the parking level at Builifing t this location will take away from 5iontst, for 0%ner'3 ADA Barrier Removal projects et,,,;t�shctc,
'no renturn of the gangways to provide fs�,; a �ay tis
41 ord "I nit 1m) a
"ail fer a�c
's"Lan c LNLI %!�d1q(2ouTL%, 1v_ithrggu Lai �lons-
Option, Owner reav wnb to establish -a "howor phrale" SN stcm�
1;1F)t_5rrflbgoui trature of the _accespibility which will o-1-4
Gahnt& Rcferul Itern 8 and the Equbaicro Ficakatilsu tlenomls of Item above,
10
-M U, Susniuse. Secendsn paths of travel, fludount 4 2 shonerc and ax_ne�,av I See above �f 5
Loats ?ctarmji tMErteritz Accessibili'v,5nol lo"T bv the gunnting of Uflu, ofirmet iwrci�
do not -the reenlaw(ml, 2, it u
Lr,� Pr(�Poscd swn"we �, ill direct uwri torcce5sible facil ifiv,,�
construction and its availability to Co Ill with disabilities -
TOTAL co,t of di�ablad ac,�csl; unpawcalools SZ50,000 $14!0.000 543, 1 Off Fa
-ftrc path of iravet %valt direct, unnuedive, permana.la and
Ducks arid shic, will have 4 (one) co tilluous bartt"'t
uposvvil 52881100 1 in are the
--Lio- 1AL1111- - �Ifilsfllllcd 11"i2=111 --all's ( =9-5 P11=41n, - 19�"11 � �,'_.__ - I stualaras fitr vehicle parking spaces, Apsiipsatc lociutd ne%t Iss a V wlde accessible room heiadwalk, Restriterisand
Additional Information, See Attachments, Dtawnegs, plosels, letters to City and D.",A. ralnut convenienceii offered in the facility tsill be Ry the cstedbishistent of Policies Ptactices and Procedures
required by'ride III ADA 28fTR 363 302, accestable cpnca, c!6test, to ase accessible ramp, will he ritathi a�,Zhahe! on a
humping" policy, Access to the Marina �:oinrhe� k% zrh tilt mirpose and intent of the rblloivmg�
it% California building out I us San I C , purpars,
,, Ctoki (CBC) muluding Section,, 11323,14 B ) k d ;12
Co' ene "ed
te V,S. Accesslils®rd Recreation Commute.- Ratiort rucommendations, dated Julk, 19a4
c� D DSA DoaftPolicy, Pool Dock farcies, clated4 310!01 and reettivril from DSAortZ,27ar,�
L S � I on,
To prit,
ft so Dolk r iaul�', 1.
the undersigned, understand diatafthouph!le Coy rrcr� approve this request of minetamradde hardship and the
overused tanivahaut %access,, the Cil) rt1scNcs 'Ifie right to' teqn,ozi additional acce's" rompinesee upon rectivots" 3
corphron Of inadequate ac,�t*s at Ours focation, W'%� also understand that the Americans with Disabilities Ac6ADA)
A reiludes the Owner to remove access barrn:rs that ure Rcrefily, Achievable," per ADA ZSCFR J6 304 and That osty be
i"C'scesso(rctitarN required in afteratk)n projeo-, Furher,,,re undersiand that the City does nottabsittse the ADA,
petitioner: CASH & ASSOCIATES 0�,imm THEIRVINEC03NIPANY
Date,
FOR �,JTY USE ONLY
A r0taloset of construction coratloplared inlout acc�,,5 itaturcs oinvivus + proposed)
9 Tatal ost of,fisabied access improvement,,, (previous � propissed') 288.100
C. The ao,,ces
,counts (Previous 4 Proposed) hatreete the co5t ofcorearn0cm by, 24,5%
CITN OF4*EVVPORT REACH
Aiprolid 0 Denied By� Date
ENGINEER DRB
V0fESSt
DESIGNER
DRB
5772 Bolsa Ave, Suite 100
Huntington Beach, CA 92649-1134 CAD OPERATOR
RHM un RLR
Tel: (714) 895-2072
DAP
J S Fax: (714) 895-1291
DRB EXP/3-31-08 Cas� & Associate CHECKER DAP
Alp" I I
BY A?��c PROJECT MANAGER
or CA0 RHM
a fill
REFERENCE
I tip
UNREASONABLE HARDSri
DUCCUMENTATIONS
all
I
'CALESCALE
1, SH
AS SHOWN
PROJECT NUMBER
P �OJE
4720".02
DRAWING NUMBER
A-3
I■■
40
mom,
dk
EN
Wss a
�� , A TY
DESIGNER Mommooluma
MIVA
00
CAD OPERATOR JEP
[ P ROJECT M ANA��R
�A
WE
.4rAf
F
OWN= AlL
40
mom,
dk
EN
Wss a
�� , A TY
DESIGNER Mommooluma
MIVA
00
CAD OPERATOR JEP
[ P ROJECT M ANA��R
NEU
INON V-0
EX16TING ADA GANGWAY TO REMAIN
US. PWWeAC L%F_ - - - 41'N
4247427_4�14412_4_2 42' 42 .4f' 42) -2 2' 42 42' 42 42 42 42 42 42' 42 4*2' 41t 41' 4V -414,41'� 41' 41' 41' ,41'
4 33�
EXISTING 3 _ro" HIGH METAL RAIL
ING
3 OWGill id
EX16TfNG WOOD FRAME
STRUCTURE (RESTROOMS)
SEE .3 1
A-1 u
EXIST. ELECTRICAL TRANSFORMER-'
AND VAULT
WOOD TRASH ENCLOSURE-__,,,�
E-XI6TING 4" WATER
EX15TING RE61DENCE
ELECTRIC SERVICE
(UG)
EXIST. ro" WATER
TELEPHONE VAULT
P-2
C-2
<F=`� NOTE&
F>ROVIDE 5IGNAGE eTATING THAT "CHILDREN 5HALL 5E
5Uf=>ERVIC7ED eY Al:)ULT5, !eEE All
51TE FLAN
SCALE- V=40'
NEW FU5LIC TELEFHCNE,i� 6 50TTOM OF FRIMARY
GANGWAY.
K2 FROVIDE "UNAUTHORIZED VEHIGLEE7 UJILL E�E TOWEDI� 1WRIMED BY P
&IGN,4GE AT FRIMARY 51TE ENTRANCE, 6EE 4 �Aqw
d
r
EXTEND EX16TING HANDRAILSAS REaUIRED SEE sy.
WORK SHALL BE
STA HDARD SPE
2A
tWiMUMN At
C, 4
20 The Harbor
2.4
-4 zs sholl be cor
zz
to
17
Coo
&
NOTE. -
SEE ATTACHED CITY OF NEWPORT BEACH DOCUMENTATION OF UNREASONABLE HARDSHIP
PREPARED BY DAVID H. PILLMAN, A.IA., ACCESSIBILITY SPECIA IST
FOR EXCEPTIONS TO FULL COMPLIANCE TO CA BLDG. CODE CBC) ACCESSIBILITY REOUIREMENTS 4(34 -
THESE DRAWINGS SHALL BE CONSIDERED INCOMPLETE WITHOUT REFERENCED DOCUMENTATION.
_Ll/8/98 PLAN CHECK CORRECTIONS
10/20/98 PLAN CHECK CORRECTIONS DRB
NO. DATE DESCRIPTION BY
REVISIONS
H\R,HM\4720,03\C--2,DWG 1-1
T
�s not Or6med oeko*4
ACKPLOW PREVENTER6 IDO?1�101;Ao, 3�kotG.
10020 Go ",—ALUMINUM GANGWA'I- thes� contL,4,,,
41' 41' 41' 41" 4V 41' 41 41' 1
P 41 41 1 41 4V 41' V 41" W 471 41' 41, 41' 41' 41' 41'
36,
3a
7-tz
A-141- 4_�
T\
EXISTING 3'-&" HIGH T"IETAL RAILING 31,
3 _331
llk:�OD HRAME 5TRUCTURE (RESTROOM&)
P __�--U)OOD TRASH ENCLOSURE
L GAS METER
_TELEF�40NE
E
tu
EX15TING RESIDENCE
5 OL fL; __r__ NEW 4" FIRE PROTECTION
FIFE
�A 6(24) 21'HIGH CONC. 5LOC< RETAINING FAFKING
WALL W/3' H IG�H METAL RAILING,
EX15TING CONCRETE WALKU)A*T- �<ING (I VAN ACCE56)
4 HANDICAPED FAF;J
EXISTING 3" WATER6ERVICE REGULAR FAf;?)<ING 5
10"
irV
lv,
kIJ
F-2
\_CONC WATER METER VAULT
---FIRE H*r0RANT
--CONC. WATER METER
LEGEND
41 41'
EXIBTING CONC. FILE TO
LENGTH OF
REMAIN
0 40 80 120 EX15TING
fz>ILE --EX15TING WOOD FINGER/
KA
SCALE: 1 40' Al �IEADWALK TO REMAIN
KS DEPART Illt ENIT
TAKEN 41'
LENGT�4 OF—/
r_T_ NOTE.
ROANCE WITH TA EX15TING '--EX15TING CONC. FILE TO
m pulauc WORKS FILE REMAIN
ro cm INSPECTION. 1. THE EXISTING ADA GANGWA'T',s RESTROOM 5UfLDING NO I
SERVES THE ENTIRE MARINA. NO OT�IER ADA GANGWA)" 16 ING CONCRETE
facility REOUIRED� FINGER/HEADWALK TO 5E
Aow berthing or m 2� CALIFORNIA RECREATION COMFAN'r, (CRC) SHALL FULLT' REFLACED WITH NEW WOOD
FLOAT,4TION 5'T'5TEM.
COOPERATE WITH 4N**r D15.4el_ED eCATER, GIVING THAT
5OATERA SLIP OF THE DE61RED SIZE, NEAREST TO TPE
A�>A COMPLIANT GANGWA�r. IN TI -415 -SITUATION, CRC WOULD
A
RELOCATE EX15TING eCAT5 TO MAKE ROOM FOR THE
DISAE�I_ED 50ATER.
661
wj
Z:
A
2510 15,4T6�40RE DRIVE
NEWPORT 5EACH, CA
toe,>
ENGINEER RHM SCALE
BAYSHORE MARINA WEST REBUILD AS SHOWN T
DESIGNER THE IRVINE COMPANY
A el� PROJECT NUMBER
CASH & ASSu/_%(._"lATES CAD OPERATOR 8
4720.02 z
ENGINEERING AND ARCHITECTURE 51 TEE f=L AN
CHECKER
DRAWING NUMBER
(714) 895-2072 PROJECT MANAGER W65 C-1 es
Ll
f
t
I ONLY
OMIT
-- - -------
loon
ap
Bum EM
FAIL
0 CTI
I -Mm
OWN
MEN,
Ma
AM
i i 0-0
NOTE,
1. C>IMENSIONS SWOWN AFM rOR NEW
OOCK S*rSTEM AND 1EXI6TIWa
PORTIONS PESIC-04AT50 TO REMAIN.
2. MrEASURENTS ARE INTENDED TO
E!IE FROM OUTSIDE TO OUTSIDE OF
GLUELAM'WALERS.
U.S. FIER14EAO LINE
7
7,
U.S. 5ULKJ-IEAQ LINE
EXISTING 15ULKWE,40 LINE
PARTIAL DOCX
PLAN
4
2 ro -4
41 t-011 Al-
4 4
W-10" W-07 13
0
k
x x
%Z,- -21
x
u
t-
Ll u j
Zo 1;zz- 72
X:N
X x
x
-3-
--Ao
x
J-7- F
x x x x
L
'-011 3'-dn 3.0
3
EXISTI 4G -11PI.Of twat t-rof I-rol
1-01 1 -
RESTROOM
4 -2 it
IM -10" (14 SPACES a'-5" O.C.)
41- 21/2
15- CONCRETE FLOATS
Ik
5-a 2
PARTIAL DOCK
PLAN
SCALE:P=20'
8-4-98
ISSUED
FOR APPROVAL RHM
NO. I DATE
DESCRIPTION BY
REVISIONS
H., M#1\410272\717=70717
.2 Ito X -Z
4x6
Tr
WITH END FILE (4 TOT
11 1 1 1 1 1 I'll
SEE PLANS
GL15 3 116 X 3 NAILER 3— - 0 - ----- -- --- ----- --
0
11 0
5/6"0 CSK eOLT6 (T`rPd
-- ----- ---- -
FOR INFO. NOT
EE
SHOWN SE r2 A 215
5/6" eOLTS (TYP.)
5/6"4, C6K 5/6"-0 eOLTS (TYP.) 1/6" x e" GLU'
Ix. #.x-mr,
z0
T____TT
TYPE 3 CONNECTOR, TYP OLT$ TYPE 2 CONNECTOR,
It TYPE 3 CONNECTOR, 5/6"4� eOLTS
1/6 x S" GLU-LAM TYP TYPE 2 CONNECTOR
NOTCH (TYP.) TYP
3 1/611 6 GLU-LAM (3/4" LAMS) TYP
#"*-. #"* ^ #_ �oft +mw*
,4,00� 2 Nlt�t: *w "I %' 1 +— #` 41 NG= M ;5 4
N t- NG t: M
CT I N t- NC';;= M L.� t: CT I ON
SCALE.- 11/2" V-011 SCALE: 11/2"' V -V
- J-1
3 1/2 LONG EPDXY COATED DECK SCREWS
SEE PLAN 2 PER 50ARO INTERSECTION
3 x 6 CONT,
CONCRET
6, Y 2 x ro WOOD DECI< - LOOSE 15UTT TYP PONTOON SCHE12ULE
'EQUAL E
2 x ra 6 FLOATATION UNITS
-LAM W11rodNAIL
ATTACHED TO GLU
1W OR 3 1/2 " DECK SCREW * ro It O�C. DIMENSION DIMENSION DIMENSION
PONTOON Alt
3 1/6 'B" GLU-LAM
(IN) (IN) (IN)
SPLICES MAY 5E MADE NOT
!'T
It LESS THAN 30
-roll
V- 5 1/4 3 32
"E 3A
FOR SPLICE DETAIL, 5E oil
��I 2
-21/
WO
LWT. CONCRETE FILLETS HORIZ 4 rp'- 2 1/'2 2,311
USE PLAIN (TYf-i
VERTICAL, TYP
LNREINFORCED
LIGHT WEIGHT CONCRETE r171- 21/2 11 25
CONCSZETIE FOR
ENCA6EDMENT ALL AROUND
WT, TOP 4 LY -STYRENE FOAM
Po SUE�MIT SHOP DRAWINGS OF PONTOON$ 4 ESTIMATED COMPLETED
SIDEWALLS, eILLET WEIGHT FOR REVIEW 4 APPROVAL IESY ENGINEER PRIOR TO CA6TIw_1
3 02 HORIZ. PERIMETER REINFORCING
(TYF,) HOT Off= GALVANIZED.
W 'A L E * C T I N AT "r=`>��N' T c".0.) uow N1 LT WEIGHT CONIC
U'r
SCALE. I" V -V ENCASEMENT (ASSUMED 106 p(:F)
A ZOO psi min. e
5/a"4:t C6< 5OLT6 (TYP.)
3 1/2 " LONG EPDXY COATED
------------ -----------
DECK SCREW6 - 2 PER 50ARD
INTERSECTION, TYP
r\1
2 fit
FOR INFORMATION NOT 6HOUN SEE
5/6"0 CSK SOLTS YF)
POLYSTYRENE FOAM
aILLET
tnt
L 1 x 3 1/2 x 1/4" x 3 1/2 LG SEE L(
VIIELU r=ND VIEW
SIC*=
_!v
t I A 4x4 0 PONTOON STOP
A"Co*%, W L "00** C T I '00**N T NC*Oww'- T"w* F,#�&, 1 T Ao-& A#"*% 1 1 t-% /1*1
SCALE, -off
it NO SCALE
ENGINEER SCALE
BAYSHORE, MARINA WEST REBUILD AS 'SHOWN
ZL,
DESIGNER
& A S t -S, I -S, 1-% A THE IRVINE COMPANY ER
PROJECT, NUM$
UASH A Z:> U U ATES CAD OPERATOR vs
4720i'02,
ISSUED FOR APPROVAL RHM ENGINEERING AND ARCHITECTURE
to. DATE" DESCRIPTION CHECKER DRAWN I G , N
... . ... . ... JEH PEP
STRUCTURAL OFETAILS
(714) 895-2072
REVISION'S PROJECT MANAGER RHM S
7ZIM01 "O'llill 1 17 it Im 00 1 oil IN 1 1
V
�-*Owq POT 1-1
(AL. ASSOC.) law
HOLES
0—
STIFFENER fE 1/4 AL. or
uj
&
lu CLEAT, MATCH EXIST ING /16
4tl (TTP) SEE
------ IL
N.,
lu GLU-LAM WALER
w al
1 �/8
L
L A
1/8 1 (2)1/2110 M15.
mi I ___1__1__v_1____ 1, a === W/ WASHER 3/4' 61t 6 3/40 11/16"* HOLE'S
Al t CORNER eUMPER STRIP, HENDERSON #304
NOTE' CLEAT$ MUST eE AIBLE TO RESISTA LOAD _7 FOR 5/844,
5/a"# M15. W/NUT6 NOTE, OF 15000 IN AN*TDIRECTION 15 1 OLT$ TYP.
(THROUGH 15OLTS) SECURE aUMFER STRIP AND CORNER 5UMPER WITH PHIFER
NELSON *R30 ALUMINUM ROOFING NAILS AT 4" OC� TOP AND
all O'C� eOTT0M.
6TD. 5UFFORT I CLEAT 4 5UMF::>ER lN5TALLATION( 2 ANGlississIOR CLEAT FILE GUIDE ROLLER6 FLAN rT'�
SCALE.- 1 1/2" V -V - J11 SCALE: NT6 SCALE: NT5
=V -V
FOAM SANDWICH
`REII`iF0Fw7,Er-> LIC>
METER COMPARTMENT bvil- c, A
oily
TELEPPONE OUTLET 150X 1,01 Al
METER, At,
WITH W/P F;eECEPTICAL
A"
CONDITION)
PLAN
E OF FILE
3"#xV" "LINCO" POLYOLE
aft
— -- -------
FIN OR HENDEf;ZSON, PLASTIN FLEX PLASTIC
PILE R0LLE1;z5 W/ 6-6� CONDUIT TO NEXT
3/4 26 1/2
SLEEVE ON 6�6_5/4114115OLT 1BOX Y�� HOSE efelBi LOCATED ON
fE 1/4". TYP. HEA0WALK, SIDE
(r POWER CENTER
CONDUIT CARRYIN63
1001 HOSE
EXCITER LINES AND
3/16
15OX IN DOCK
POWER CONDUIT TO PULL RECO1w-d:>IW3 LINES
TOP Or- WOOD
DECK /-20 li::� FIRE fPOWER CENTER
X
---fT^rT I EXTIWSUISPER RECESS
1 11/211 ANGLE FLAN DOCK 5OX
� Cg�� R
VALVE SCALE: V V -V
C 3
RESTRAINING
4X4 OR GL5 3 116 X S
CHAIN (2)
FRAMIt,* UNDER OPPOSITE PFROVIDE SLOT IN WALL
SIDES OF PILE GUIDE. SEE PLY DECK OF eOX ADJACENT TO
EXTRLIDED
PLAN VIEWS OF FINGERS DECKING TELEPHONE OUTLET "e e>
ANO HEAD WALK$ ALUMINUM 7F_
DEC
AN
LI
METER
THROUGH, E!IOLT
L3x3x3A6
No"o M15. Typ. 1/6
610E. vi =ui
powEp. CENTER
ULI/L 1 G, 14 T
E0.
T*T`FE C I eOX
(15Y INNOVATION FIeFf;ZGLA$S P!P.O0UCT$, INC.)
FILE GUIDE ROLLER6 6ECTION RREH06E CA51NET (""T"ELLOW) RIGHT 51Z)E ELEVATION HRONT ELEVATION
SCALE.- 6" 1%.0" SCALE: 111 11-00 - J11 6CALE; I" V-0" SCALE: V V-0"
ill 011 i 00
OF SCALE'
ENGINEER W66
BAYSHORE MARINA WEST REBUILD
A
DESIGNER
JEP THE IRVINE COMPANY
Ira
PROJECT:NU, MBER
CASH & ASSOCIATES CAD OPERATOR GV6 '0 , .0
ISSUED FOR APPROVAL RHM 472 ,2
ENGINEERING AND ARCHITECTURE
40. DATE DESCRIPTION BY CHECKER
0000
JEF 1DRA NG,:WU_,'BER
REVISIONS 714 895-2072 PROJECT MANAGER MISC. C I >F.TAILS
0!01, Wool
1 000001-1 1 01 is, I I 1 1 1 1% 1 1 101111 11 1 m ill 04 1 poioiiiilo —0,
V,,e� ""a,
or-37diK121 .1,5111"'i r
NEW 41' COPPER TYPE "Ll'
Ul$. PlERHEA0 LINE
FIRE PREVENTION L,INE
EXISTlws UJOOD
41
DOCK SYSTEM
T 'ZEMAIN
0 f
X, x
X X
STANC�
rL
PIPE
FIRE
j.T
NEW WOOD 000<
SYSTEM
V
1"", 14,
141
x
ui
DOCK 5OX WITH ELECTRIC
-i
Li
Li Li u
AND WATER
0
I—
DOCK 5OX WITH NO
U.S.5ULKHEAl:> LINE
ELECTRIC AND WATER
NEW 211 COPPER TYPE "Ll'
EXISTfWS DOCK 5OX TO
DOMESTIC WATER LINE
RESTROOM
REMAIN
EXISTING 5ULK�4EAD LINE
5UILDING I
PARTIAL FIRE H06E C4151NET/DOME5TIC LUATER, FLAN
SCALE.-I"s2V
NEW 4" COPPER TYPE
"Ll'
FIRE PREVENTION LINE
US. PIERPEAD LINE
-STAND
PIPE
C,451Nr:T
SEE
flSTANT' 1
11
11 11
FIRE-
PIPP
or-37diK121 .1,5111"'i r
EX16TING DOCK
EXISTING allILDING
EX16T� 2" DCMEeTIC, WATER LINE
INSTALL 15CLATION GATE VALVES
AND PROVIDE REMOVAeLE ACCE5e
COVER ON DECK
EXIST. 2" DOMESTIC WATER LINE
TIE-IN EX15TING
NELU 4" COFFER
2" DOMESTIC TO NEW 2"
L.- IDOME5TIC WATER LINE FIRE f::>REVENTION
�x 2 LINE
L.Li
TIE-IN EX15TING
2" DOMEeTIC TO NEW 2"
FIRE HOSE
DOMESTIC, WATER LINE C;AfBINET
REMOVE 3" GATE VALVE PIPE SUPPORT
SEE
AF EXIST. 2 4
FDC AND C
1=1 if 1��l ftw_� A r�� FLOATING -----
DOC< 6TAND
NELU 4" H06E WITH
PIPE 2-W,,l SWIVEL END
EXISTING FITTINGS
5ULKJ-4EAD
NEW 4" VALVE WITH CHAIN TO LOCK
"'061TION
VALVE IN Cf=>F-N f
EX15TING 4" WATER
NEW 4" FIRE PREVENTION PVC
PIPE
TO RESTROOr-1
F>ROTECT-IN-FLACE, FROTECT-IN-PLACE
EXIST, VALVES, HEADER EXIST. VALVE5, �4EAZ-�EfR
PIPE 4 BACKFLOW FREVENTER PIPE 4 15ACKFLOW FREVENTER
L-oT-- 1 )441 L. f I NC.:; 1%/.
�;F �-2 NO SCALE
CONTINUATION
EMOVE EXISTING FIRE H-rDRANT, 15UR*r AND VALVE� OF 4" FIRE PREVENTION
4STALL E�LIND F-LANGtAT TEE. AaANDIONEI:> MATERIAL PIPE SEE
eel 3
0 E!iE 6ALAVAGED 15�r THE CIT*r OF NEWF:iORT aEACH.
',CNTACT PETE ANTISTA ATB413-118,-3401. 1;;ZEE5TAeLI5�4
,l,LL LANDSCAPING TO ORIGINAL CONDITION.
NEW 4" FIRE PROTECTION f=,VC
PIPE, CLA66 200,AUJJA Ce0o
tXl,'JIFINC-z 4" LUA ER
CONST TION NOTES PROVf0E THRU6T eLOC<6 PER
,.CIT'r' 6TD. 510-L
INSTALL NEW tl TEE. COORDINATE AND 6SHEOULE EXISTING CONC_'
WATER INTERRUPTION WITH WATER DEPARTMEN!"... CIUR5
WATER TO 5E SHUTOFF FOR NO LONGER THAN 4
0 A41 CONTACT PETE ANTISTAAT S41B-11a-3401. SEE
CONSTRUCT DOU5LE CHErX DETECTOR
I
5ACKFL0UJ PREVENTION 456EMeL�f
PER CIT*r $TO r5lI-L
INSTALL 2 1/2 " SIAMESE FIRE DEPARTMENT CONNECTION,
CONNECTION TO 5E 3* (MAX.) FEET 45OVE GROUND.
TELE. G
INSTALL NEW ro-INCH TEE AND FIRE H*rDRANT WITH
MATERIAL PROVIDED e*r THE CfT*r OF NEWPORT 5EACH INSTALL—
C-110 DIF
PER STD. �00-L SCHEDULE THIS WORK AT THE
E SAME TIME AS ITEM "All A150\,S� C M'J x FE
- - - - - - - -- - --
_uj
UwJA4 E
INSTALL RJJJ. VALVE (MJ xFE) WITH RISER PER 5TO 50a -L, [)ETAIL
F.H' VAUL
(F REMOVE EXISTING CONCRETE SLA5 AS REOUIRED. E
REP'LACE EXISTI
METAL WATER VAULT REPOUR SLA5 ONCE PIPING 16 COMPLETE. 0 A
COVER W/NEUJ METAL
COVER TO MATCH EX15TING REE6TA15LI,1a5H ALL LANDSCAPING AND IRRIGATION TO ORIGINAL
PAINT FOREST GREEN z6s CONDITIONS.
=A=*rl At I AkI
(2) HOLES
U-eOLT /--COPPER PIPE
(2 f::>LCS,) 5ELOW
fE 3/a1'xIB"l ALUMINUt-1
rn
..r. ---------------
GLULAI-1 5EAt-I
ALLIMINUt-1
T__ CIOX30
I DRILL 4-e/1&"
7
ul I
T
L3X3X3/a"
6H[t-1 W/1/214
5OLT
(2 PLACE5)
U-CLAMP6
iTIF55NER fE 10
ALUMIN,UM
r.>RILL 2-111rotf
_T__v
HOLES FOR
41" ANGLE 5HIt'l
Ila
A GRIN
smool
7�
_j
5/a"4> M.5. W/ NUTS (GALV.)
(T�4ROUGH 5OLT6)
L
N _N�
DETAIL (FIFE 6LIFFORT)
:- J2
MATCH EX15TINCz
AC. THICKNE56
TRAN61TION
COUPLING COMPACTEI:>
(ACP x PVC, 5ACKFILL
NEW 41110
FIRE
PROTECTION
INE
C -eco
LUATER,
31-01, MIN.
IESS
23 WA
C.0
CM
SECTION
NO SCALE 1,, �-2
SCALE: 1/4"ll
1 10 )1
f"'AKT I AL FL. AN
SCALE: 1/4"xl'
m
Wee SCALE A
BAYSHORE MARINA WEST REBUILD A
THE IRVINE COMPANY
jr=f:=, 26
f=`AfRT I AL FL AN 4720.02
DRAWING NUMBER
'3"ER DETAIL6 F-2
IENGfNEER
FAI
Est tR
04 56' 3. -
r
AD OPERATOR
c
----------
Wee SCALE A
BAYSHORE MARINA WEST REBUILD A
THE IRVINE COMPANY
jr=f:=, 26
f=`AfRT I AL FL AN 4720.02
DRAWING NUMBER
'3"ER DETAIL6 F-2
+A
If if
A TMENT
bUILDING DEP R
CITY OF NEWPORT BEACH, CA
�WA 4A 3"
Ennss, 09" WAR10
4-
&�g-m, of T, t's lak"FS 4, CA
2A
..... ... . 1p
ppeVA
r INC
q %, i, EW
,04iZATION To COWT,"RUM
.. .. . . .. ... . . . . .
Z, q,�JRALL
TNT WIT4, TAi QU!"N
k' D')'
Z,
u BEACH, Is
Rwfnls, IN I Z, TO
30A SW 30A SW 30A W 3" w 3" 0 1 1 3" a"
RANS AND K� VVIE
V. I Ny P1,
REOME A%
L- -2-1 -j L L - - -
WIT AUTHO
TYMAL DOCK SOXES PON, IF
TYMAL DOCK SOXES UAN 30A MCK W A IWA *AKPM
im
mF cfrf 0",
APPLICANT'S
WEST C>OCKS (NEW
DWAL METER EAST DOCK$ (EXIST)
WA 2"v,
gQLw AKS
30A, 120V OUTLET
*00ft, 10000 pow,
'Aft
E A I L I N
FEEDER AND Wo"'AD (;kALC;`ULATI0`N FOR EXIST. SSUBb"TATION FEEDER AND LO"Aftu ('04AU10"u"LATI04IN FOR *'NEW SUBSTAT10"t
FEEDER �10 0: 30A TOTAL DEMAto 001400 FVmeR c4NDucToR CaOUIT FEEDER NOOF30A NOOFWA TOTAL DEMAND DEMAND flmm com>jcToR Cotow
DESIG� OUTLET LOAD 34, FACTOR LOAD * 3+ SIZE SIZE SIZE DESIG. OUTLET OUTLET LOAD * 3# FACTOR LOAD * 3# SIZE SIZE, elm
100 A h W A OVA 40VO, ft I t2 1100 A h 880 A OVA 4M/0, ft
It 1100 A .8 $so A 100A 441, ft 11/2
12 A 100A 401, M
00 A .8 W A 100A 4*2, 108 11/411 11 1100 A $80 A �WA 4*2, 1% 11/4
E4 S W A z 12 A 100A 4#2, 1#8 11/4 it W4 11 1100 A WO A WA 4*2, ft 11/4
W A 0 W A OVA 402,108 11/4 110.0 A 0 860 A W A 402,1% 11/4,0
11,/ lv�
120 A h 50 A 100A 4*2, ft 4 116.1 A !3 10E,0 A 125 A 401, ft
It 110 A .6 ge A 100A 4*2, 106 11/4 49 3 3 116.1 A e 19*0A 125 A 401, ft 11/2
8-5 A 1 6-5 A 20 A -VS,1012 1/4# 3 3 116.1 A .13 UMOA 125 A 401, ft 11/2
110 A .3 213 A 6-5 A 1 6.5 A 20 A 309IM2 3W
TOTAL 11 1 �i)
TOTAL AT NEW W56TATION AT 120/ 1 206V 221-57 A TOTAL 64 s '5W,l A .3 2100 A
CONVERT TOTAL CUIRREENT AT 4WV SBf.S A
111S KVA TOTAL AT NEW SU�TATION At 120/208V 21$S A
t201 A
CONVERT TOTAL CILIFOet-V AT 4WV
W.e A� miA 3ovejora, 00k KVA
120.1 A M A
I I I I
NgJl-- DEMAND FACTOR FER NEC 5�6-ef- fESSm
NQM- r>5:MANV FACTOR PER NEC 55r::I-5.
Fc
ALE
ENGINEER
Fj� BAYSHORE MARINA WEST AS SHOWIN, -
DESIGNER
F.T. THE IRVINE COMPANY
PROJECT NUM6ER,
FRANK Y. TSO CAD OPERATOR R.T. 4720,*'02
ELECTRICAL ENGINEERS
mmungton B"da. camomia ENGINEERING AND ARCHITECTURE CHECKER
vw ") om-soft DRAINING NUMBER''
VE DESCRIPTION- BY (714) 895-2072 PROJECT MANAGER $INGLE LINE 01AGRAM AND C>ETAILS
RHM
REVISIONS
u",
?cn,v 07- 1
:W",:mZV tow, 0-
Nc,$
X,4,
5, K
n
Documentation of Unreasonable Hardship CITY OF NEW] A
Bayshore Marina West Rebuild Prepared by CASH & ASSOWP4,,
November 18, 1998
Page 5
6.
Describe the impatiof reauired access improvements on financial feasibili!y of the project
$80,000
The costs associated with upgrading of the facility have already placed a burden on the ownership in terms of Tm—,f
Mx
recoverine costs without raising slip rental rates to a point where boat owners go elsewhere. The Owner has
Gangway at Building #2, P223, Repair costs would be $80.000 for a
demonstrated that they are willing to go beyond the code and ADA requirements of 20% disproportionate cost in
so
interest of maximum accessibility with a reasonable cost, However, it would be an undue burden on the owner to 44
it into providing two accessible gangways when competing marinas do not have any. The cost of unnecessary access
Request
repairs at this location will take away from budgets for Owner�s ADA Barrier Removal projects elsewhere,
7.
escribe the nature of the accessibility which will be gained or lost:
$80,000
Gained: Refer to Item 8 and the Equivalent Facilitation (E,F.) elements of Item 5 above.
Lost: Refer to 5 UHE items. Accessibility is not lost by the granting of UHE for secondary path of travel items.
9. We, the undersigned, understand that although the City may approve this request of unreasonable hardship and the
proposed equivalent access, the City reserves the right to require additional access compliance upon receiving a
complaint of inadequate access at this location. We also understand that the Americans with Disabilities Act (ADA)
requires the Owner to remove access barriers that are "Readily Achievable," per ADA 28CFR 36.304 and that may be
in excess of repairs required in alteration projects. Further, we understand that the City does not enforce the ADA.
Petitioner: CASH &ASSOCIATES Owner* H RV NE COMPANY
By: Date: By: Date:
10. FOR CITY USE ONLY
A. Total cost of construction contemplated without access features (previous + proposed) $1�176,000
B. Total cost of disabled access improvements (previous + proposed) S 288.100
C. The access features (previous + proposed) ' crease the cost of construction by: 24.5%
CITY OF NEWPORT BEACH
;kApproved 0 Denied By: Date
4 L'1\
Documentation of Unreasonable Hardship
Bayshore Marina West Rebuild
November 18,1998
Page 3
�X,
mentation of Unreasonable Hardship
Bayshore Marina West Rebuild
18, 1998
Page 4
iiiimwjLtm#330=lim
L Path of travel to sanitary facilities: Secondary Path of Travel:
$80,000
Petitioner
Mx
Sr. Plan Check Eng.
Gangway at Building #2, P223, Repair costs would be $80.000 for a
Faisal Jurdi
so
$1,000
new "Marina Ramp Rider" motorized car on a 28' dedicated ramp or
Request
Cash & Associates
Unreasonable Hardship Exception is granted for the following items:
DSA: M. Mankin
$225,000 for an ADA compliant switcliback 120' ramp and supporting
Equivalent Facilitation (E.F.) which WILL be provided and/or brought
into compliance as required by Code, H&S 19957 & ADA is indicated below:
0
0
floating dock like at Building # 1, Photo P122.
E.F.: Owner will request that . Pacific Bell install a Public Telephone at
the bus stop at PCH (Photo 313) and have the Bayshores Homeowners
$225,000
$3,500
E.F.: Accessible boat slips will be clustered around Gangway #I with a
Existing path of travel in the street along Bayshore Drive is not great
but is acceptable. See P 102. Accessible bus and taxi service is also
guest slip and bumping policy in place. Gangway #1 was built in
available to the site.
1995. Repair proposed is to return handrail ends at Gangway #I P12T
$N/A
SNI/A $6,000
E.F.: Propose 4 accessible spaces for 100 spaces per CBC Table I I B-7
Repair at Gangway #2: Provide handrails and toe plates only.
See above
limit. CBC I I 29B.2 allows unmarked accessible spaces for lots under
The areas of alteration (see Pt. H) and one main primary path of travel
5�
$2.500
to these areas has been identified. This path of travel includes access to
yellow loading zone and not count it as a parking space (100 total),
fully accessible sanitary facilities. public street, and telephones in
$250,000
$240,000
$48,100
E.F.: Street to Building # 1: Pedestrian Ramp P I I I built in 1995.
accordance with C13C Sections I I 34B. I and I I 3413�1 Multiple
$1118,100
Additional Information: See Attachments: Drawings, photos. letters to City and DSA.
ramps and directional signage, Full compliance. No UHE required.
accessible paths of travel are not required by these sections. The
• D� Secondary Path of Travel from Building,41 to Building #2: UHE
$86,000
requested for Boardwalk and guardrails which could be installed on
secondary gangway is also within what is normally considered to be a
Seawall in front of 2arking spaces. See Photos P I 15� P 116 & 1`215.
S NIA so
E.F.: Existing unmarked path of travel in driveway is acceptable.
.'reasonable distance" (250'±) at large sites with multiple facilities
• E. Secondary Path of Travel from street to Building #2 via ramps and
$30,000
modified walk at west end of Parking lot. See P202, P206 & P208.
,
before additional accessible features would be required, Signage will
E.F.: Propose to add handrails and warning stripes at stairs and to
provide directional signage at street directing individuals in wheel
be provided at the secondary restroom, facilitiesigangway directing the
chairs to the East entrance drive.
Option: If and when it is readily achievable to do so, the Owner may
wish to install a loading zone, ramp and handrails at this location at an
disabled to the main entrance where all disabled parking is located.
additional cost of $25,000 (NIC).
Based on early discussions with Mr. Michael Mankin of the Division
$20,000
at 8,8% to 9.2% sloa in lieu of 8.3% maximum required.
of the State Architect (DSA), Mr. Mankin was receptive to this
(± 0.5-0.9%) for existing field conditions. CBC I 10113,4� See article
assessment as well. Therefore, based on these facts and the
Doctors Boa Their Mistakes. Architects Cast Theirs in Concrete_
Curb Ramps. by David Pillman, AIA.
E.F.: Handrails and toeplates will be added to the existing ramp,
disproportionate costs already being incurred at this site, requiring the
so S1,600
IN G. Doors- Building #2 restroorn doors will not have 12 inch clearance at
$4,000
secondary gangway and restrooms to be fully accessible would not
push side of doors in lieu of modifying walls and losing showers.
so S: See
item 10
E.F.: Existing doors at non -conforming vestibule P227 & P228 will be
removed and single exterior doors installed with proper pull -side
sip-nifica;tl,v improve the accessibility of the proposed alterations.
S NIC
Alternate. If and when it is "readily achievable" to do so, the Owner
latch set for the purpose of complying with CBC Figure 10-2(a).
i h facili Do ibI I ai
intends to replace the existing 48" clear width wood gangway with a
similar sized standard aluminum gangway. A new gangway, with an
approximate cost of $20.000+, will be as long as practical to fit in the
existing space with the least possible slope, but will not be required to
be wheelchair accessible without assistance.
Savings ?
Alternate if UHE is not approved: Remove Gangway #2 and force
everyone to use accessible Gangway 94, impact parking near Building
fl. force able bodied sailors to a 300'to 50V additional travel distance
and run the risk of upsetting boat owners and guests. If gangway is
removed, there will be no need to renovate Building #2 restrooms, thus
saving the Owner S26,000+ in planned repairs.
* J. Sanitary Facilities: Secondary restrooms at Building 92 are not on the
S27�500
primary accessible path of travel and are not necessarily required as
part of the alteration. Existing shower P234 and accessible water closet
com2artment P231 will not com2ly with standards for new.
$0
$20.000
E.F.: Building,#I: Owner will provide full compliance repairs.
$7 1 000
E.F.: Building #2: Owner intends to make only"readily achievable"
barrier removal repairs that do not include wall changes. Accessible
water closet compartment will meet design requirements for 36" wide
front -transfer per CBC Figure I I B- I C. Existing shower compartment
repair will be limited to single lever controls, grab bar at shower head
wall and lowered robe hooks, Lavatory, door hardware, signage and
accessory heights will comply with standards for new construction,
* K. Path of travel to drinking fountains: None proposed
$N/A
so
so
* L� Drinking Fountains: None proposed (Future, if any, will comply)
$N/A
$0
$0
* M� Path of travel to public telephones. Path to existing pay phone at
$2,500
Building #2 is via a curb ramp with a non -conforming side curb instead
of a side flare (P208 & P2 10). which is subiect of UHE�
$ is part
E.F.: Proposed repair is to paint the side curb with"caution yellow"
of parking
paint as a warning. Path of travel to proposed new phone locations will
comply.
striping
�X,
mentation of Unreasonable Hardship
Bayshore Marina West Rebuild
18, 1998
Page 4
iiiimwjLtm#330=lim
CITY OF NEWPORT BEACH
3300 Newport Boulevard, P.O. Box 1768
Newport Beach, CA 92658-8915 (949) 644-3275
BUILDING DEPARTMENT
DOCUMENTATION OF UNREASONABLE HARDSHIP
Date: 10/19/98 Project: Baysbore Marina West Rebuild
CBC Section 1134B.2.1, Exception 1: Finding of Unreasonable Hardship for
projects under current valuation threshold (Valuation threshold as of January 1, 1998
is S86,770), Costs shall include alterations within previous 3 years. (aot Used
J I
FX1 CBC Section 1134B.2.1, Exception 2: Finding of Unreasonable Hardship for projects
formerly exempt from the requirements above and below the Ist floor must comply per
ADA Title TIL 28CFR Section 36.403(0,20% Disproportionality, Alterations to an
(one) accessible path of travel shall be deemed disproportionate to the overall alteration
when the cost exceeds 2011/6 of the cost of alteration to the primary function area, Section
36A03(h) Series of smaller alterations, requires -all costs t.o. be, considered.
CA Health & Safety Section 19957: Finding of Unnecessary Hardship for projects
that do not meet the literal requirements of standard& Alternate Methods with
Equivalent Facilitation (E.F.). See DSA Policy Statement #96-09,
(For Shared Accessible Parking and Buildipg_Y21
FRI CHC 1134B.2.1, Exception 3.6: Finding of Unnecessary Hardship for Alterations
solely for the purpose of removing barriers, not necessarily associated with alteration
projects, pursuant to the requirements of Sections 36.402. and 36,404-36,406 of Title
III of the ADA, or California Civil Code Section 51 Unruh Civil Rights Act�
of Travel. 9 _o
angway and restro_ms,�
1. Job Addess: Building #1 and Docks: 2570 Bayshore Drive
Building 42: 2550 Bayshore Drive
2. Property Owner: The Irvine Company Attn: Steve Brahs
Address: 550 Newport Center Drive #300
Newport Beach, CA 92660 (949) 720-2000
3. Petitioner: Cash & Associates Attn: Randy Mason
PositionfRelationship: President & Engineer of Rccord/Owner Represen
5772 Bolsa Avenue, Suite 100
Buntington Beach. CA 92649 (714) 895-2072
Page I
Received-.
By:
0 Approved
171 Denied
By: 4
Date:
f —xl
0 N. Public Telephones Existing phone at Building #2 has coin $lot at +55"
SN/A
Petitioner
Mx
Sr. Plan Check Eng.
(54" is maximum) and non volume contro
Faisal Jurdi
so
$1,000
E.F.- Propose installation of volume control by Pacific Bell and
Request
Cash & Associates
Unreasonable Hardship Exception is granted for the following items:
DSA: M. Mankin
acceptance of 55" as within dimensional tolerances, Additional
Equivalent Facilitation (E.F.) which WILL be provided and/or brought
into compliance as required by Code, H&S 19957 & ADA is indicated below:
0
0
telephones are suggested to be installed at the parking level at Building
E.F.: Owner will request that . Pacific Bell install a Public Telephone at
the bus stop at PCH (Photo 313) and have the Bayshores Homeowners
Association assist visitors with access at the guard shack (P306).
41 and at the top and bottom of the gangways to provide users a way to
Existing path of travel in the street along Bayshore Drive is not great
but is acceptable. See P 102. Accessible bus and taxi service is also
call for assistance. All will comply with regulations.
available to the site.
Option: Owner may wish to establish a "house phone" system.
$N/A
SNI/A $6,000
E.F.: Propose 4 accessible spaces for 100 spaces per CBC Table I I B-7
00. Signaget. Secondary paths of travel. Building #2 showers and g neway
See above
limit. CBC I I 29B.2 allows unmarked accessible spaces for lots under
do not conform com2letely with the regulations.
5�
$2.500
E.F.: Proposed signage will direct users to accessible facilities.
yellow loading zone and not count it as a parking space (100 total),
TOTA cost of disabled access improvements
$250,000
$240,000
$48,100
E.F.: Street to Building # 1: Pedestrian Ramp P I I I built in 1995.
TOTAL cost of disabled access improvements (1995 Previous + 1998 Proposed)
$1118,100
Additional Information: See Attachments: Drawings, photos. letters to City and DSA.
CITY OF NEWPORT BEACH
3300 Newport Boulevard, P.O. Box 1768
Newport Beach, CA 92658-8915 (949) 644-3275
BUILDING DEPARTMENT
DOCUMENTATION OF UNREASONABLE HARDSHIP
Date: 10/19/98 Project: Baysbore Marina West Rebuild
CBC Section 1134B.2.1, Exception 1: Finding of Unreasonable Hardship for
projects under current valuation threshold (Valuation threshold as of January 1, 1998
is S86,770), Costs shall include alterations within previous 3 years. (aot Used
J I
FX1 CBC Section 1134B.2.1, Exception 2: Finding of Unreasonable Hardship for projects
formerly exempt from the requirements above and below the Ist floor must comply per
ADA Title TIL 28CFR Section 36.403(0,20% Disproportionality, Alterations to an
(one) accessible path of travel shall be deemed disproportionate to the overall alteration
when the cost exceeds 2011/6 of the cost of alteration to the primary function area, Section
36A03(h) Series of smaller alterations, requires -all costs t.o. be, considered.
CA Health & Safety Section 19957: Finding of Unnecessary Hardship for projects
that do not meet the literal requirements of standard& Alternate Methods with
Equivalent Facilitation (E.F.). See DSA Policy Statement #96-09,
(For Shared Accessible Parking and Buildipg_Y21
FRI CHC 1134B.2.1, Exception 3.6: Finding of Unnecessary Hardship for Alterations
solely for the purpose of removing barriers, not necessarily associated with alteration
projects, pursuant to the requirements of Sections 36.402. and 36,404-36,406 of Title
III of the ADA, or California Civil Code Section 51 Unruh Civil Rights Act�
of Travel. 9 _o
angway and restro_ms,�
1. Job Addess: Building #1 and Docks: 2570 Bayshore Drive
Building 42: 2550 Bayshore Drive
2. Property Owner: The Irvine Company Attn: Steve Brahs
Address: 550 Newport Center Drive #300
Newport Beach, CA 92660 (949) 720-2000
3. Petitioner: Cash & Associates Attn: Randy Mason
PositionfRelationship: President & Engineer of Rccord/Owner Represen
5772 Bolsa Avenue, Suite 100
Buntington Beach. CA 92649 (714) 895-2072
Page I
Received-.
By:
0 Approved
171 Denied
By: 4
Date:
f —xl
Owner
Mx
Petitioner
Mx
Sr. Plan Check Eng.
Faisal Jurdi
MX
File
Preparer:
Request
Cash & Associates
Unreasonable Hardship Exception is granted for the following items:
DSA: M. Mankin
Equivalent Facilitation (E.F.) which WILL be provided and/or brought
into compliance as required by Code, H&S 19957 & ADA is indicated below:
0
0
$N/A
SN/A SN/A
RC. # L652-98
Plan Check Engineer:
David �Q_royerman
Permit Number(s):
Building #2:—
Building # 1: —
1998 Docks: --
1995 Docks:___
Use:
Docks. � Rest—rooms
Stories: I + drop to bay
4. TOTAL COST of construction contemplated without access features (Dock Repairs) TOTAL: $1,176,000
1995 previous Expenditures (Phase 1: Bayshore East) 1995 $350,000
1998 Proposed Expenditures (Phase 2: Bayshore West) 1998 $826,000
Cost of providing access compliance (increases total construction cost). COST: ___/o of$ 1 �176000
1995 Previous Expenditures at Building #1: 1995: S240,0001 20A%
1998 Proposed Expenditures at Buildings N I & #2: 12"_ -
TOTAL Proposed Cost of access compliance (1995 & 1998)- SUBTOTAL. S288,100"' 24.5%
Features requested for exception (UHE) identified below'. UHE�__ S250 _()0()2I_21/.
TOTAL Cost for full compliance, including UHE items: TOTAL: S538,100 45.7%
Grand Total Proposed Project Cost: 1995 Previous- $590,000 + 1998 Proposed: S8*74,100 — S1,464,100
Grand Total Project Cost including items requested for UHE: -SI,464,100 + $250,000 — $1,714,100
1 Note that the required 20% disproportionate cost was satisfied for total project costs with the 1995 expenditures.
2 1995 + 1998 proposed expenditures at the parking and restrooms at Building #I exceed single path of travel
repair requirements for 20% disproportionate costs. CBC Section 1134B.2.1, Exception 2-
3 Proposed Path of Travel and restroorn repairs at Building 42 are being performed on the basis of ADA required
barrier removal under CDC 1134B.2.1, Exception 3.6. The Building Department May wish to separate this
Building #2 work out under a separate building permit, Repair of Building #2 Gangway is therefore not required.
g-Xwpdoc\4720.pm5
a
Documentation of Unreasonable Hardship
Marina West Rebuild
November 18,1998
Page 2
5.
Identify the accessibility features which WILL NOT and which WILL be brought into compliance if an
Unreasonable Hardship Exception (UHE) is granted. Provide an estimate of the cost of compliance for each item:
(Note: Building #1 and,_Dg�lg. Egll coMpligneg is nroposed ingluding, PriMary, Eath of Travgl Lt jjLiil�iLig, 4 1)
Building 42 and Secondary Paths of Travel: "Readily XcItievable" repairs only are proposed. Unreasonable
Hardship Exceptions are requested, in lieu full compliance, on the following items:
Accessibility features that will NOT be brought into compliance if an
Request
Unreasonable Hardship Exception is granted for the following items:
for UHE
Equivalent Facilitation (E.F.) which WILL be provided and/or brought
into compliance as required by Code, H&S 19957 & ADA is indicated below:
Complete Proposed
1995 1998
0 A. Path of travel from bus stop at PCH to the site !2�jot i)art of project)
$N/A
SN/A SN/A
E.F.: Owner will request that . Pacific Bell install a Public Telephone at
the bus stop at PCH (Photo 313) and have the Bayshores Homeowners
Association assist visitors with access at the guard shack (P306).
Existing path of travel in the street along Bayshore Drive is not great
but is acceptable. See P 102. Accessible bus and taxi service is also
available to the site.
2) B. Parking: Accept as indicated: 4 accessible spaces in lieu of 5,
$N/A
SNI/A $6,000
E.F.: Propose 4 accessible spaces for 100 spaces per CBC Table I I B-7
including at least I "Shared Accessible Parking" space with time
limit. CBC I I 29B.2 allows unmarked accessible spaces for lots under
5�
Alternate: Stripe one timed space with an adjoining access aisle as a
yellow loading zone and not count it as a parking space (100 total),
• C. Path of Travel to the entrance of the altered area.
$N/A
E.F.: Street to Building # 1: Pedestrian Ramp P I I I built in 1995.
$20�000
$4.500
E.F.: Repair A.C. paving at P1081. repair handrail extensions at all
ramps and directional signage, Full compliance. No UHE required.
• D� Secondary Path of Travel from Building,41 to Building #2: UHE
$86,000
requested for Boardwalk and guardrails which could be installed on
Seawall in front of 2arking spaces. See Photos P I 15� P 116 & 1`215.
S NIA so
E.F.: Existing unmarked path of travel in driveway is acceptable.
• E. Secondary Path of Travel from street to Building #2 via ramps and
$30,000
modified walk at west end of Parking lot. See P202, P206 & P208.
,
S`X/A $2.000
E.F.: Propose to add handrails and warning stripes at stairs and to
provide directional signage at street directing individuals in wheel
chairs to the East entrance drive.
Option: If and when it is readily achievable to do so, the Owner may
wish to install a loading zone, ramp and handrails at this location at an
$: NIC
additional cost of $25,000 (NIC).
• F. Pedestrian Ramp at Building #2, P216. UHE to accept existing MM
$20,000
at 8,8% to 9.2% sloa in lieu of 8.3% maximum required.
E.F.: Existing ramp is within conventional building industry tolerances
(± 0.5-0.9%) for existing field conditions. CBC I 10113,4� See article
Doctors Boa Their Mistakes. Architects Cast Theirs in Concrete_
Curb Ramps. by David Pillman, AIA.
E.F.: Handrails and toeplates will be added to the existing ramp,
so S1,600
IN G. Doors- Building #2 restroorn doors will not have 12 inch clearance at
$4,000
push side of doors in lieu of modifying walls and losing showers.
so S: See
item 10
E.F.: Existing doors at non -conforming vestibule P227 & P228 will be
removed and single exterior doors installed with proper pull -side
clearance, Doors will have closers with push type panic bars or push -
paddle type door hardware. Push ty c hardware is not considered a
. P
latch set for the purpose of complying with CBC Figure 10-2(a).
i h facili Do ibI I ai
Z/A SN/A SNIA
H. Fail, ot travel with n , e E.Y: cks are access e a ong die in n
headwalks and designated accessible slips via Gangway # 1.
VIM=
Akio.
110.
FOR
�LKS $HALL 15E 4a" MINIML
PROJEC NUMBE,
A CAD OPERATOR
�H
4720.02
ENGINEERING AND ARCHITECTURE
CHECKER
ABE
DRAWING NU%1 R
714, 895-2072 L,) t= I i4l A� N L..) N Cl I t
PROJECT MANAGER
REPLY TO
ATTENTION Or!
Office of the Chief
-Regulatory Branch
DEPARTMENT OF THE ARMY
LOS ANGELES DISTRICIr, COnPS OF ENGINEERS
P-0 SOX 532711
LOS ANGELES, CALWORNIA 90053.2325
September 23, 1998
California Recreation Company
C/o Cash & Associates
Attn: Mr. Gregory Asher
5772 Boisa Avenue, Suite 100
Huntington Beach, California 92649
Dear Mr. Ashen
R ECE, VJj D
SEP So
CASH � i tOCIATES
efI C4UrA
eL cfft ,
Cda E*-,- 60 a, 4 wwkv
4A 4*4,-,"bo
(::,* R, is& - ji3f,
Reference is made to your application (No. 98-00604-VAW) dated June 26, 1998, for a
Department of the Army (DA) permit to replace portions of the clock Structure at the
Bayshore Marina in the City Of Newport Beach, Orange County, California.
Enclosed is a "Provisional Letter of Permission" (provisional LOP). This provisional
LOP is NOT VALID and does not constitute authorization for you to do work. The
provisional LOP describes the work that will be authorized, includino, general and special
conditions which will be placed on your final DA permit, should yo, , ve oast I
Management (CZM) consistency concurrene u recei C a zon
No work is to be performed until e from the California Coastal Commission (CCC).
you have received a validated copy of the DA permit.
By Federal law, no DA permit can be issued until the state has concurred with a permit
applicant's CZM c0nsistencY Certification, This requirement can be satisfied by obtaining
CZM consistency concurrence, or providing evidence th I at 6 months have passed since you
applied to the CCC for concurrence, Be aware that any conditions on your CZM consistencv
concurrence will become conditions on your DA permit, unless the Corps of Engineers dEem's
these conditions to be either unreasonable or unenforceable,
WHEN YOU RECEIVE CZM CoNsISTENCY CONCURRENCE, THE FOLLOWING
STEPS NEED TO BE COMPLETED:
1. The owner or authorized responsible official I must sign and date both copies
of the provisional LOP indicating that he/she agrees to comply with all
conditions stated in the permit.
2. The signer's name and title (if any) must be tYPed or printed below the
signature.
3. Both signed provisional LOPs must be returned to the Corps of Engineers at
the above address iAttention: CESPL-CO-R).
e6, GT (ION 606 etv 9D760E�,VU
California Recreation Company
c/o Cash & Associates
Attn- Mr. Gregory Asher
5772 Bolsa Avenue, Suite 100
Huntington Beach, California 92649
Dear Mr. Mason:
Reference is made to your request dated June 26, 1998 (File No. 98-00604-VAW). Under
the provisions of Section 10 of the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403),
you are hereby authorized to replace portions of the dock structure at the Dayshore Marina in
the City of Newport Beach, Orange County, California, as shown on the enclosed drawings,
The owner or authorized responsible official must sign and date all copies of this Letter
of Permission (LOP) indicating that he/she agrees to the work as described and will comply
with all conditions. One of the signed copies of this Letter of Permission must be. returned to
the Corps of Engineers (a pre -addressed envelope is enclosed). In addition, please use the
two attached postcards to notify this office as to the dates of commencement (within 10 days
prior to the start of construction) and completion of the activity (within 10 day$ following t1le
end of construction).
Thank you for participating in our regulatory program.
FERMITTEE
9t:0T eG, 61 f�CN E06
Sincerely,
Richard J. Schubel
Chief, Regulatory Branch
1 (1) (1 q 11
DAIE
I
PERMIT CONDITIONS
General Conditions:
1. The time limit for completing the authorized activity encis on September 1, 2000. If you
find that you need more time to complete the authorized activity, submit your request for a
time extension to this office for -consideration at least one month before the above date is
reached.
2. You must maintain the activity authorized by this perrrdt in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of t1 -ds
requirement if you abandon the pern-titted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish to
cease to maintain the authorized activity or should you desire to abandon it without a good
faith transfer, you must obtain a modification of this permit from this office, which may
require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must in-anediately notify this office
of what you have found, We will initiate the Federal and state coordination required to
determine if the remains warrant a recovery effort or if the site is eligiblL�' for listing in the
National Register of Historic Places.
4, If you sell the property associated with this permit, you must obtain the signature of the
new owner in the space provided and forward a copy of the permit to this office to validate
the transfer of this authorization.
,5- You must allow representatives from this Office to inspect the authorized activity at any
time deemed necessary to ensure that it is being or has been accomplished with the terms
and conditions of your permit.
Special Conditions. See attached sheet,
9V:eT eG, GT 00N te6 ett 'M
4 -
Further Information.,
1. Congressional Authorities: You have been allthorized to undertake the activity described
above pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403).
2. Lirnits of this authorization,
a, This permit does not obviate the need to obtain other Federal, state, or local
authorizations required by law.
b, This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal
project.
3. Limits of Federal Liability. In issuing this permit, the Federal Govemnlent does not
assume any liability for thefoji0wing:
a- Damages to the permitted project or uses thereof as a result of other permitted or
unpermitted activities or from natural causes.
b. Damages to the permitted project or uses thereof as a result of current or future
activities undertaken by Or On behalf of the United States in the public interest.
c. Damages to persons, property, or to other permitted or unperrfdtted activitieS or
structures caused by the activity authorized by this permit.
d, Design or construction deficiencies associated with the pern-dtted work,
e. Damage claims associated with any future modification, suspension, or revocation of
this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit
is not Contrary to the public interest was made in reliance on the information you provided.
5. Reevaluation of Permit Decision. This office may reevaluate its decisfor, on this permit at
any time the circumstances warrant, Circumstances that could require a reevaluation
include, but are not limited to, the following:
a- YOU fail to comply with the terms and conditions of this permit,
Ll� The information provided by you in support of your perrrdt application proves to
have been false, incomplete, or inaccurate (See 4 above).
St:OT eG, 6T OON se6 stv '03 *�D��;�J '7H -J S2t,,GOEdLtU�
-5-
C. , Significant new information surfaces which this office did not consider in reaching
the original public interest decision.
Stich a reevaluation may result in a determination that it is appropriate to use the
suspension, modification, and revocation procedures contained in 33 CPR 325.7 or
enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced
enforcement procedures provide for the issuance of an administrative order requiring you to
cIDmPlY with the terms and conditions of your permit and for the initiation of legal action
where appropriate. You will be reqiiired to pay for any corrective measure ordered by this
office, and if -you fail to comply with such directive, this office may in certain situations (such
as those specified in 33 CPR 209.170) accomplish the cQrrective measures by contract or
otherwise and bill you for the cost
6. Extensions. General condition I establishes a time limit for the completion of the activity
authorized by this permit. Unless there are circumstances requiring either a prompt
completion of the authorized activity or a reevaluation of the public interest decision, the
Corps will normally give you favorable consideration to a request for an extension of this
time limit.
eLt:OT e6, 6T nON sec� evv '02 '3�1� '7U3 S2tGM2�t;,U.
0
SPECIAL CONDITIONS FOR PERMIT NO. 98-00604-VAW-.
I. The permitted activity shall not interfere with the public's right to free navigation on all
navigable waters of the United States.
No dredging or earthwork is authorized by this Letter of Fermission.
3. No creosote treated pilings shall be placed within Newport Bay.
4. The permittee shall notify the Army Corps of Engineers of the date of contmenceme . nt
of operations and the date of completion of operations at least five days prior to such
completion.
5. No other modifications or work shall occur to the docking structure.
6� No debris, soil, silt, sand, sawdust, rubbish, cement or concrete Washings thereof, oil or
petroleum products, from construction shall be allowed to enter into or placed where it
may be washed by rainfall or runoff into Newport Bay. Upon completion of berthing
improvements, any excess material or debris shall be remov8d from the work area. No
rubbish shall be deposited within Newport Bay.
7. The perrrdttee shall notify the Commander (can) Eleventh Coast Guard District, BLDG
50-6, Coast Guard Island, Alameda, California, 94501-5000, (510) 437-2968, at least two
weeks prior to start of activity and 30 days if buoys are to be placed. The notification
should include the following information:
a. the location of the work site;
b. the size and type of equipment that will be performing the work;
c. naryte and radio call signs for working vessels, if applicable;
d, telephone number for on-site contact with project engineers; and
e. the schedule for completing the project.
8. A copy of the post -survey drawings shall be sent to the following address:
Director, Charting and Geodetic Services
ATTENTION- N/CG22
National Ocean Services, NOAA
Rockville, Maryland 20852-3806
�A;':el 86, GT f�ON �-o6 ett7 '336 *7H3 SEV60E�-VU,
IF
FIRE & MARME DEPT.
CITY OF NEWPORT BEACH
rw 'r- -
;, ZILAW-71 —Irr"no, —Cirl:
AAY
VICINITY MAP
BAY;i
2570 8AYSHPAS ORF
r VF
�AjF,
PLAN vzw� ',,P, sed k:,
flunctionol ustable P"OPOstd POP10'ement
dolck atructure i
Caturt: MLLW 0
A4 PrIPWy Owtion! !N: Udo Chennel -
Colliornic Pecoectior, Co y
I. See Attached Ust AT, Newport L3eqC�
dbo the IrOie Co. County of U, Stote: CA,
2570 Scyshor�.
Applicatidn By- Cal, Rec,
tt —L Date,
6i7:OT eG, 6T OCN eec� ett
'C3 *-'-G6
-2-
4. The CZM Concurrence inust be sent to the Corps
signed provisional Lops. Of Fngineers with the
S
Should the CZM c0rlsistemy concurrence Contain conditiorL which rrdght result in a
modification to the Provisional LOP, by signing and dating both copies of the provisional
permit and returning it to the Corps o'
f Engineers (along with the perTWt fee and CZM
concurrence), the Corps of Engineers will assume the applicant agrees to comply with all
CZM conditions which are added to the final permit.
Should the CCC deny the required concurrence, then the DA permit is considered
denied without prejudice. If you subsequently obtain C7 -N1 concurrence, you should contact
this office to determine how to proceed with your pern-dt application.
If you have any questions, please contact Vicki A. White of mv staff at (213) 452-3414.
1
Enclosure(s)
eG� 6T nGN
OT6 ett
Sincerely,
Richard J. Sch
Chief, ReguI2 )el
d � Branch
STATE OF CAUFORNIA - THE RESOURCES AGENCY
CALIFORNIA COASTAL COMMISSION
SOL0 Coast Area Offico
200 Oceangate, Sufte 100() Page 1 of 2
L-9 Beach, CA 1DO802-4302 Date: October 26, 19
(562) 590-5071 98
Permit No: 5-98-254
COA,";TAL DEVELOPM
ENT PERMIT
On October 13, 1998, the California Coastal Commission granted to Callitomia
ReCreation Company Coastal Development Permit 6-98-254, subject to the
attached Standard and Special Conditions, for development consisting of:
reconstruction of 84 slips in a 130 slip marina. The new boat slips will usee wood
deck and framing system utilizing a combination of concrete pontoons and plastic
polyethylene pontoons. The total number of boatslips will remain at 130 and the
configuration of the marina will remain the -same, More specifically described in the
application file in the Commission offices.
The development is within the coastal zone in Orange County at 2570 Sayshore
Drive, Newport Beach.
Issued on behalf of the California Coastal Commission on October 26, 1998.
PETER DOUGLAS
Executive Director
q�-MR49MMI
By:
Title: Ai,�oastal PtocgRrarn nalyst
The undersigned permittee acknowledges receipt of this permit and agrees to abide by all
terms and conditions thereof.
The undersigned permittee acknowledges that Government Code Section 818.4 which
states in pertinent part, that: "A public entity is not liable for injury caused by the issuance
. . . of any permit . . ." applies to the issuance of this permit.
IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT
WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION
OFFICE. 14 CAL. ADMIN. CODE SECTION 13158(a).
Date
Signature of Permittee
Please sign and return one copy of this form to the Commission office at the above
address,
eg :eT eG , GT f�CN TT6 ett '03 '23� '7e:D 92t:'60,---'d-t1TL
—1
CALIFORNIA - THE RESOURCES AaENCY
CALIFORNIA COASTAL COM -
south Coast Area Oftice MISSION
200 Oceanqatq, Suite I ()go
Long BesC�, CA 908024302
(582) 5OD-8071
PETP
Governor
Page 1 of 2
Date: October 26 4'66
1-M E I
Permit No, 5-98-20q
0C
t'f1AQ"rAJ ti 0
�UPMENT P1=RU11r
CAS11 ,1. A
.3 ()CIA 76S
On October 13, 1998, the California Coastal Commission granted to cafifomia
Recreation COMPanY Coastal Development Permit 5-98.214, subject to the
attached Standard and SPecial Conditions, for developme S
nt consisting of:
reconstruction of 84 Slips in a 130 slip marina. The new boat slips will Use a wood
deck and framing system utilizing a combination of concrete Pontoons and- plastic
Polyethylene pontoons. The total number of boatslips will remain at 130 an6 the
configuration. of the marina will remain the same. More specifically described in t6e
OPPlicAtion file in -tha. COmmission offices...
The development is within the coastal zone in Orange County at 2570 Bayshore
Drive, Newport Beach.
Issued on behalf of the California Coastal COmmission on October 26, 1998.
PETER DOUGLAS
EXecUtive Director
ACKNowi-imn-mcm-r
BY:
Title-' ?Oastal r0gram nalyst
The undersigned permittee acknowledges receipt of this permit and a a S I
terms and conditionS thereof. gr e to abide by a I
The undersigned permittee acknowledges that Government Code Section 818.4 which
states in pertinent part, that: "A public entity is not liable for injury cause by the u
. I I of any Permit - � ." applies to the issuance Of this permit, d I Iss ance
IMP-0—R-1—A_NT-- THIS PPERMIT IS NOT VALIO UNLESS AND UNTIL A COPY OF THE PERMIT
WITH THE SIGNED ACKNOWLEE)GMENT HAS BEEN RETURNED TO THE COMMISSION
OFFICE, 14 CAL. ADMIN. CODE SECTION 13158(a),
Date
signature
Please sign and return one copy of this form
address. to the Commission Office at the above
8 E, , 6 T 0 C ��Td StIt?
COUntY of Orange
Public Facilities & Resources Department
John W Sibley, Director
Poet-RO Fax Note
Septeinber 18, 1998
# t "-. ") -
Nft. D&ryl Landrum
General Manager
Uifotnia Rdoreatidti Co.
113 7 Rayside Drive
Corona Del Mar, CA 92625
Subject: Bayshore Marina - Dock Repair Plan Approval
Dear Mr. Landrum:
7671 Oat
Cc,
Your plans to repair the docks at Dayshore Marina that were damaged in last winter's storms are
hereby approved. As you are aware, your building permits for the repair work are to be obtained
through the City of Newport Beach. If you have any questions, please contact Michael Hentzen
at 834-4703,
Very truly yours,
John W. Sibley
cc: Tim Miller, Manager, PFRD/ BBp
Toni Rossmiller, PFRI)MEP/Coastal Facilities
Michael Hentzen, PFRD/Real Property
188018m:
SOON, FLOWER ST
SANTA ANA. CALIFORNIA
MAUNG ADDRESS:
P-0, BOX 40-4a
SANTA ANA, CA 92702-4048
2
'EcF.IVED SEP
TELEPHONE:
(714) 834-2300
FAX # B34-51 88
9t' -'2T GES, ET OCN T06 eVV '03 '336 7H31 szt;160E�It'TdL
CITY OF NEWPORT BEACH FIRE MARINE DEPARTMENT
HARBOR PERMIT APPLICATION (Please print all information)
1. Applicant (Property Owner) Address Telephone
Z__
2. Project Address (Street Address) Harbor Permit Number
3. New Construction Revision V Maintenance Dredging
Check
4. F e e wo No. Date
5. Brief Description of Proposed Work: 4A-�,a 4ff!�4��
z 4W
6. Submit 8 1/2" x 11" Drawings (3), Include:
1). Location and dimension of proposed structure includingpilesand location of existing structures.
on adjacent properties.
2). Location of bulkhead, pierhead_and project lines.
3). Location of property lines.
4)_ Location of channel markerswithin 200. feet.
,5). Lot sizes and lot numbers, if available.
6). Existing ground profile beneath proposed structure.
7). Elevation of top and bottom of bulkheads and piles with respect to M.L.L.W.
8). Area and profile of arly proposed dredging with elevations showing depths wit * h respect of M.L.L.W.
9). Any special conditions affecting the. construction or affecting boating operations.
1 0).Complete all information required in information block, bottom of sheet. Note that the OWNER.
of the property is the applicant.
1 1).Drawing size shall be 8 - 1/2" x I I
12).Scale shall be adequate. to clearly show the above information.
13).Existing structures shall be shown in light dashes. Newwork shall be shown in heavy solidlines.
7. Owner -Builder Declaration must be' ompleted ev e side of this sheet).
8. Applicant'slAgent's Signature: Date:
Joint Permittee Signature (if applicabil): J_ Date:
9. Work can begin once the City has received evidence of the following additional approyals and you have
been notified to proceed. ff you begin. prior to the *notice you will be in violation of the NewpooBeac . h
Municipal Q ode and subject to penalties.
��10. Your permit will. not be final until we have.. conducted an on site inspection once construction is
completed as per Municipal Code, Section 17.24, if We have not been contacted for a final inspection. ,
OFFICE USE ONLY
Approval in Concept.
Approval of the City of Newport Beach Council.
Approval of the Army Corps of Engineers
Approval of the California Coastal Commission.
V/ Approval of the City's Public Works Department.
Approval of the City's Building Department.
Approval of County of Orange.
1±le�trical and/or plumbing permit (Building Department)
Issued. (Permit is stamped drawing)
Site Inspection. (call 644-3043 for appointment)
Site Re -inspection
Conditions:
Date 6 ).1 4? �
bate Allk
Date
Date
Date
Date 7 --
Date .11 D 11 U
Date 10 2-
D
ate I
Date
Date
OWNER -BUILDER DECLARATION ,
I hereby affirm that I am exempt from the contractor's license law for the following reasons:
(Sec. 7031d.5, Business and professions Code). Any City or County which requires a permit to
construct,. alter, improve, demolish, or repair any structure, prior to its issuance, also requires
ed pursuant to the
the applicant for such permit to file a signed statement that he is licens
provision of the Contractors License Law (Chapter 9, commencing with Section 7000, of
Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis
for the alleged exemption. Any violation of Section 7031.5 by a�iy applicant for a permit
subjects the applicant to a civil penalty for not more than five hundred dollars ($500).
L as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended. or -offered for sale (Sec. 7044, Business and
Professions Code: The Contractor's License Law does not apply to an ovm�er.of property who
builds or improves thereon, and who does such work himself or through his own employees,
provided that such improvements are not intended or offered for sale. If, however, the
building or improvement is sold within one year of completion, the owner -builder will have
the burden of proving that he did not build or improve for the purpose of sale).
L as owner of the property, am exclusively contracting with licensed contractors to
construct the project (Sec. 7044, Business and Professions Code:. The Contractor's License Law
does -not apply to an owner of property who builds or improves thereon, and who contracts for
such projects who builds or improves thereon, and who contracts for such projects -with a
Contractor(s) License pursuant to the Contractor's License Law).
I am exempt under Sec. . . of Business and Professional Code for this reason:
Owner's Signature:
Contrawtqr.
Address:
License class: State Board No.
License Contractor's Declaration
Date:
Telephone: -
__Qity License No.
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
. 7000) of Division 3 of the Business and Professions Code, and my license is in full force and,
effect.
Contractor's Signature Date:
CITY OF NEWPORT HERCH
CITY OF
NEWPORT BERCH
KST 61,
BRY
&IST
BRY
PRC:jp.jC OCCRiV PIER
HESr
YKINITY tIflP JETTY m PROFILE V 40'
JEM
SOMINM FFE:,EXPREM IN FEET RQ DENOTE,
ELEVRTIONS BRSED ON MERN LOWER LOW WRTER.
PLAN VIEW lu = 401
RPPLIG.W'S NRME ; ]JOB ADDRESS TDATE
TO: j� DATE:
C&A PROJECT NO.:
-47Z&- L
PROJECT DESCRIPTION:
ATTENTION: fiqAy
WE TRANSMIT: F-1 FOR YOUR USE PER YOUR REQUEST FOR REVIEW & COMMENT
VIA: F-] U.S. MAIL F-1 FED EX UPS [:] COURIER P HAND f-] PICK UP
ITEM(S) BEING TRANSMITTED:
— ORIGINAL(S)
DRAWING(S)
— MEETING NOTES
— BLUELINE(S)
SPECIFICATIONS
— CORRESPONDENCE/MEMO
— SEPIA MYLAR(S)
CALCULATIONS
— PROPOSAL/SOQ
— SEPIA VELLUM(S)
SHOP DRAWING(S)
— SF254/SF255
— PHOTOCOPIES
REPORT(S)
— OTHER
#OF
COPIES
DATE
REV.
DESCRIPTION
144 it e"Axt"
A
je
a,
Pat �� 4��Ay r,
V �J,
pm�;&U--5
V
REMARKS:
F-] PLEASE SIGN & RETURN YELLOW COPY.
(ENVELOPE PROVIDED)
F-] WITH COPIES TO:
FROM:
CASH & ASSOCIATES
5772 Bolsa Avenue, Suite 100
Huntington Beach, CA 92649
'Mail: P.O. Box 2715, Huntington Beach, CA 92647
16- (714) 895-2072 a (310) 426-6145 m FAX (714) 895-1291
* * * * IF ENCLOSURES ARE NOT AS DESCRIBED, PLEASE CONTACT OUR OFFICE. * * - *
APPLICATION FOR COASTAL DEVELOPMENT PERMIT
APPENDIX B
LOCAL AGENCY REVIEW FORM
SECTION A (TO BE COMPLETED BY APPLICANT)
Applicant califprnia Recreation Company Daryl Landrum
ProjectlDescription, Replacement of floating dock system7
Location 2570 Bayshore Drive
.Newport Beach, CA 92663
Assessor's Parcel Number 049--177-42
SECTIONi B*::(X'�BE:t*' ... 0"M'PLE
7ED BY'LOCAL PLANNING OR BUILDING INSPECTION DEPA
...... ....
Zoning Designation. du/ac
General or Community Plan Designation du/ac*
Local Discretionary Aplrovals
C3 Proposed development meets all zoning requirements and needs no local permits other than building
permits.
C3 Proposed development needs local discretionary approvals noted below.
Needed Received
0 Design/Architectural review
0 Variance for
0 Rezone from
0 Tentative Subdivision/Parcel Map No.
0 0 Grading/Land Development Permit No.
0 Planned Re sidential/Commercial Development Approval
0 Site Plan Review
0 Condominium Conversion Permit
0 Conditional, Special, or Major Use Permit No.
0 Other
CEQA Status
• Categorically Exempt Class Item
• Negative Declaration Granted (Date)
• Environmental Impact Report Required, Final Report Certified (Dft)
[3 Other
Prepared for the Cfty/County of
y
Date Title
10
R
W
c-3
NEWPMORT
WESTCLI
S
4
J?A M
DE
400
CL F
701
KINGS'
COAST H zoo
N,!�L&14 1200 0, CR
ER!! Mk L t,
ti 10D
'R
r N6,NR SLE
T
BA Y
ICINITY MAP
4
,4
?rp/7 <
BAYSHORE DRIVE
r
PARKING
LOT
REXCE EX ST. BULKHEAD
STROOMS REPLACE REST REPLACE -EX�ST. BULKHEAD
LINE
GANGWAY & SUPPORTING
FLOATATION
JU
Ll
U- IJ ---
REPLACE REPLACE REPLACE REPLACE REPLAC EXIST. PIERHEAD
LINE
EXISTING ADA COMPLIANT
GANGWAY & SUPPORTING
FLOATATION
NO WORK PLANNED
(TYP)
BAYSHORE MARINA
2570 BAYSHORE DRIVE
NEWPORT BEACH, CALIF.
PURPOSE: Return dock to a PLAN VIEW Proposed Replacement of Docks
functional useable
dock structure
Datum: MLLW = 0 IN: Lido Channel
Adj. Property Owners: California Recreation Co. AT: Newport Beach
1. See Attached List dba the Irvine Co. County of O.C. State: CA.
2. 2570 Bayshore Dr. Application By: Cal. Rec.
3. Newport Beach, Ca Sheet 1 of 2 Date: 6Z8/9
jS To CONSTRUCT AND
REVERSE HEREOF,
X.F THE' SiTl��
P�-MISIONS OF
THE HARS�R'PEN"kiff'
"IsPORT LlEAr-H AND
ANY SPECiAL CONDITION--
THI'S PERMIT
IS NOT TRANSFERABLE WM�.'
ll��T TEN CONSENT OF
THE CITY HARBOR COORMN'A-
(Xfv COUNJL. THE
RIGKrS GIVEN UNDER TH!S
ARE PERIViSSIVE ONLY
AND THIS PERMIT MAY M REVOKED BY DHE CITY COUNCIL
LN AWORDAM WN W19/1 7 OF TilepqNICIPAL CODE.
PERMIT NO. DATE
EXISTING -1
U.S. BULKHEAD
LINE 22'-8"
EL. + 1 0.0
-+7.5
EXTREME
HIGH IDE
EXTREME
LOW TIDE
SECTION
90�
203-02) 16'- 0 "
'I N G E R -fFIEAD
WALK
EXISTING-
PIERHEAD
LINE
EL. +12.0
38'-0"
FINGER
PURPOSE: Proposed
Datum: IVILLW = 0 IN:
Adj. Property Owners: AT:
1. See Attached List County of O.C. State: CA.
2. Application By:
3. Sheet 2 of 2 Date: QZ8/9
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB APPROVAL NO. 0702-0036
(33 CFR 325)
Expires 30 June 1989
The Department of the Army permit program is authorized by Section 10 of the River and Harbor Act of 1899, Section 404 of the Clean Water Act
and Section 103 of the Marine, Research and Sanctuaries Act. These laws require permits authorizing activities in or affecting navigable waters of
the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged material for the
purpose of dumping it into ocean waters. Information provi4ed on this form will be used in evaluating the application for a permit. Information in
this application is made a matter of public record through issuance of a public notice. Disclosure of the information requested is voluntary;
however, the data requested are necessary in order to communicate with the applicant and to evaluate the permit application. If necessary
information is not provided, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
1. APPLICATION NUMBER (To be assigned by Corps)
3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
Cash & Associates
Attn: Randy H. Mason
5772 Bolsa Ave., Suite 100
2. NAME AND ADDRESS OF APPLICANT
Huntington Beach, CA 92649
California Recreation Company
dBa The Irvine Company
Telephone no. during business hours
1137 Bayside Drive
A/C (Residence)
Corona Del Mar, CA 92625
Aic (714) 895-2072 (Office)
Attn: Daryl Landurn
Statement of Authorization: I hereby designate and authorize CASH & ASSOCIATES to act in my
Telephone no. during business hours
behalf as my agent in the processing of this permit application and to furnish, upon request,
supplemental information in support of the application.
A/c (714) 644-9730 (Residence)
SIGNATURE OF APPLICANT DATE
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
Replace the dock system in -like -kind & dimensions. Design the new dock system as a wood -framed, polyethylene foam -filled pontoon
system, with douglas fir decking & A36 galvanized torsion stabilizing bars. Intent of project is to replace all docks & utility systems to
match existing systems. This project is associated with Coastal Development Permit No. 5-95-160 submitted and approved
September 19, 1995.
4b� PURPOSE
The purpose of the project is to return the dock into a functional, useable dock structure. Existing dock was severely damaged during
the storms of 1997/1998.
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
No discharge of material is anticipated on this project. A portion of the dock will be demolished and rebuilt as part of the Work. All
demolished materials will be delivered to an approved County disposal site.
tNU lr-UKM 4�54b, Apr 6b EDITION OF APR 83 IS OBSOLETE (Proponent: DAEN-CWO-N)
5.
NAMES AND ADDRESS OF ADJOINING PROPERTY OWNERS, LESSEES, ETC., WHOSE PROPERTY ALSO ADJOINS THE WATERWAY
See attached list.
6.
WATERBODY AND LOCATION ON WATERBODY WHERE ACTIVITY EXISTS OR IS PROPOSED
Lower Newport Bay - Lido Channel
7.
LOCATION ON LAND WHERE ACTIVITY EXISTS OR IS PROPOSED
ADDRESS:
2570 Bayshore Drive
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
Orange CA 92663
COUNTY STATE ZIP CODE
Cily of Newoort Beach
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
8.
Is any portion of the activity for which authorization is sought now complete? c YES cNO
If answer is "Yes" give reasons, month and year the activity was completed. Indicate the existing work on the drawings.
9.
List all approals or certifications and denials received from other federal, interstate, state or local agencies for any structures, construction, discharges or other activities described in this application.
ISSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICATION DATE OF APPROVAL DATE OF DENIAL
CA Coastal Commission 6/10/98
CA Regional Water Quality Control Board 6/10/98
City of Newport Beach Bldg. Dept.
City of Newport Beach Marine Dept. Apprvi-in-Concept 6/10/98
10.
Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my
knowledge and belief such information is true, complete, and accurate. I further certify that I possess the authority to undertake the proposed activities or I am acting as the duly authorized agent ofthe
applicant.
a, T -o " ie ,9.,
SIGNATURE OF APPLICANT DATE S16NAT OF,4�GEN DATE
7 T/
ne application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent ifthe statement in Block 3 has beenfilled out mid signed
19 U.S. C. Section 1001 provides that: Whoever, in my manner within the jurisdiction of any department or agency of The United States knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device
a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or fraudulent staterrim or entry, shall be fined
not more than $10,000 or imprisoned not more than five years, or both.
Do not send a permit processing fee with this application. The appropriate fee will be assessed when a permit is issued.
ENG FORM 4345, Apr 86 EDITION OF APR 83 IS OBSOLETE (Proponent: DAEN-CWO-N)
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMBAPPRO)"AL NO. 0702-0036
(33 CFR 325)
F.-cph-es 30.hine 1989
The Department of the Army permit program is authorized by Section 10 of the River and Harbor Act of 1899. Section 404 of the Clean Water Act
and Section 103 of the Marine, Research and Sanctuaries Act. These laws require permits authorizing activities in or affecting navigable waters of
the United States, the discharge of dredged or fill material into waters of the United States. and the transportation of dredged material for the
purpose of dumping it into ocean waters. Information provided on this form will be used in evaluating the application for a permit. Information in
this application is made a matter of public record through issuance of a public notice. Disclosure of the information requested is voluntary-.
however, the data requested are necessary in order to communicate with the applicant and to evaluate the permit application. If necessary
information is not provided, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
1-
APPLICATION NUMBER (To be assigned by Corps)
3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
Cash & Associates
Attn: Randy H. Mason
5772 Bolsa Ave., Suite 100
Huntington Beach, CA 92649
2,
NAME AND ADDRESS OF APPLICANT
The Irvine Company
P.O. Box 6370
Telephone no. during business hours
Newport Beach, CA 92658-6370
A/C (Residence)
Attn: Don McNuft
Nc (714) 895-2072 (Office)
Telephone no- during business hours
Statement of Authorizatiow I hereby designate and authorize CASH & ASSOCIATES to act in my
beha my agent in the processing odf this pe it application and to furnish, upon request,
sup ental ijWtion in rt lication.
A/C (Residence)
Nc (714) 720-2268 (office)
SIGNATURE OF APPL
4.
DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a
ACTIVITY
Replace portion of dock (40 slips), utility system and replace one gangway making ft ADA compliant. Work includes replacing and
repairing various other finger slips throughout the remaining marina. Eight (8) new guide piles will be driven. No jetting will be
permitted.
4b.
PURPOSE
The purpose of the project is to return the dock into a functional, useable dock structure. Existing dock was severely damaged during
the storm of 1/4/95.
4c.
DISCHARGE OF DREDGED OR FILL MATERIAL
No discharge of material is anticipated on this project. A portion of the dock will be demolished and rebuilt as part of the Work. All
demolished materials will be delivered to an approved County disposal site.
ENG FORM 4345, Apr 86 EDITION OF APR 83 IS OBSOLETE (Proponent: DAEN-CWO-N)
5.
NAMES AND ADDRESS OF ADJOINING PROPERTY OWNERS, LESSEES. ETC., WHOSE PROPERTY ALSO ADJOINS THE WATERWAY
6.
WATERBODY AND LOCATION ON WATERBODY WHERE ACTIVITY EXISTS OR IS PROPOSED
Lower Newport Bay - Lido Channel
7.
LOCATION ON LAND WHERE ACTIVITY EXISTS OR IS PROPOSED
ADDRESS:
2570 Bayshore Drive
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
Orange CA 92663
COUNTY STATE ZIP CODE
City of Newport Beach
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
8
Is any portion of the activity for which authorization is sought now complete? 0 YES ONO
If answer is 'Yes" give reasons, month and year the activity was completed. Indicate the existing work on the drawings
9.
List all approals or certifications and denials received from other federal, interstate, state or local agencies for any structures, construction, discharges or other activities described in this application
ISSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICA11ON DATE OF APPROVAL DATE OF DENIAL
CA Coastal Commission 6f2lf95
CA Regional Water Quality Control Board 6121/95
City of Newport Beach Bldg. Dept.
City of Newport Beach Marine Dept. Apprvl-in-Concept 6/20/95 6120195
10,
Appficatioij is hereby made for a permit or permits to authorize the activities described herein, I certify that I am familiar with the information contained in this application, and that to the best of my
knowlodge and belief such information is true, complete, and accurarte. I further certify that I possess the authority to undertake the proposed activities or I am acting as the duly authorized agent of the
applicant
RE OF APPLICANT DATE SIGrTURK OF AGEW DATE
The application niatst he signed by theperson who desires to mderfake theproposed activity (applicant) oi, it mav be signed by a thili, arithorized agent Ifilip natement in Block 3 has bernfilled mif and signed.
I R U. S.C. Section 1001 provides that: Whoever, in my manner within diejurisdiction ofany department or alzency ofThe United States knowingly and willfiffly falsifies. conenli. or coves up by any trick, scheme, or dc%ice a
material fact err makes any false, fictitious or fhudulent statements or Tepreientations or makes or uses any false writing or docurnent knowingsame to contain any false fictitious or fraudulent stRtemtn or entry, shall he fined
not more than $10.01000 or imprisoned not mom than five years, or both.
Do not send a permit prom. sing fee with this application. 'Me appropriate fee will be assessed when a permit is issued.
SAYSHORE DRIVE
A1 -50A
15AY
-LU5
or 415T ppe
1�ry
L
A 77"J: 77
g,E Me—*
13AYSHORES MARINA
NEWPORT BEACH, GA4W.
2579 DAYSHORJE DRIVE
Purpose: Return dock into a functional PLAN VIEW Proposed replacement of dock (40 slips),
useable dock structure utility system and replace one gangway
making it ADA complaint
Datum: MLLW 0
IN:
Adj. Property Owners: AT:
1. THE IRVINE COMPANY County of Orange State: CA
2. P.O. BOX 6370 Application by. The Irvine Company
3. NEWPORT BEACH, CA 92658 Sheet 1 of I Date: 6/21/95
BAYSHORES COMMUNITY ASSOCIATION
March 28,1996
Mr. Daryl Landrum
1137 Bayside Drive
Corona Del Mar,
California 92625
Dear Mr..Landrum,
I am pleased to report that at the March 19,1996
meeting of the Board of Directors of the Bayshores Community
Association. The request of California Recreation Company to
place material dredged from the marina next to our "Play
Beach" was approved by unanimous action of the Board. I
apologize for the -delay in making this decision. As you
know the matter had to be approved by the Beaches and Boats
Committee and its liaison Board member to make it clear to
the Board that there was no problem found or condition
attached to the approval. Thank you for your patience in
this.matter.
I Sincerely,
e�__B�ruc��Sumner,
President, Bayshores
Community Association
cc Mrs. Claudy Buckley
Bayshores Board of Directors
310 547 0970 COAST DIVING
Diste: 2
Time:
Attention:
Company:
; rl�
(<- r�-N
Number of pages including cover letter -
0
Notes,
�11 W
PO.1
I
PERMIT NO.
DREDGING APPLICATION
2 J7 ��
Project Location: Vt
Cubic Yards to be Dredged:
Method of Dredging: 10r�o '.9
Nature of Dredged Material:
Disposition of Dredged Material:
Method of Material Disposition:
Turbidity Control Method: OOA7Tr-CPI 0f5't'64'j-e
Effect of dredging on contiguous bulkheading and beaches -7-C) res�
1Y -e a
I De4 V, d tAI�4 hereby state that I have read the U. S. Army
(print name.)
Corps of Engineers permit for maintenance dredging in Newport Harbor,, the
city of Newport Beach and orange County Harbors,Beaches and Parks District
(if applicable) permit for maintenance dredging and that I accept all the
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10 310 547 0970 COAST DIVING P02
.. . .. . ......... . . .......
NATIONAL AsSOCIA'nON OF; NIARINE CONTRACTORS AND OPERATOR* CERTIFICATE OF
a rj*k purchaw group managed by: NA-mco ASSOCIATEs LiMITED INSURANCE
464T T. Highway 200 FEW, SUItq 233, 0jrm;n#jh*M, Al 35242 Issue Date: 12?20196
Tmi$ QERT!FKATE 16 140VEZ AS A MATTER OF INFORMATION ONLY AND ccNrtn'S NO 111CHTS UPON 7kl; ('-R!Tr�F)CATE HOUDIER,1"'HIS
GEMTfi0ArE DOES NOTAMENO, F-XTF-ND OHALk�RTHIE COVERAGEAFFOROED SYTHE POUCY BELOW,
INSURED: COAST DIVING SERVICE, INC�
POOT OFMIE BOX 14"
5AN Pl�mio, GA. Vani
ISSUED sy: ATLAATIC MAR04MINSURANCE SRVS
W423 STATE ROA6 7, SUITE GrM
MOCA RATON, FL 334W
CERTIFICATE HOLDIEW CITY OF NEWPORT KACH ATM: MR, TONY M�LUM
POST OFFICE BOX 1733
-fiAW#1Ij--Ck,926Wl TOO
WR
INSLPED BY' CLASSIC SYNDICATE, INC. COPY
INSURED NAMED ABOVE FOR THE POLICYPERIOD
"Hi!
j i �U'rQ (;C;RT1FYTHATrHE POLICY OF INSUPANCE UITIED BELOW IS MSUEDTOTHr
INDCATED, NQTiNrTHSTANDNG ANY REQUISEMENTJERM OP. CONDITION OF ANY CONTRACT OR OTHER DOCUMENT'WiTH HESPECI- TO
WHICH THIS CERr)FICATE MAY BE i,;4UED ORMAY PEFMAX THE INSURANCE AFFORDED BYTHE PCLICY DESCRIBED HEREIN �5 SUBJEC7 TO
AL� THE TERMS, EXCLUSIONS AND COND11ONS OF SUCH POLICY, UMITS SHOWN MAY HAVE BEEN REDUQI�Q by PAIU GLAIMS,
POLJCY NUMBER: N02661320195
erfaCTIVIK IDATE; (*10/ts
EXPIRATION DATE' owl 0196
Umits of Insurance:
Gentral Aggregate UMft
$2,000,000
products-GamphKed Operationi Aggregate Limit
$1,000,000
Pef-sonal andAdvertsing Inju.ry Limit
$1,000,000
Prot%�Jon and India mmilry Limit
$1,000,000
Each Occurr9no Lmk
$1,000,000
Fire camage Limit
-$ 50"000
Medical Expense Limit
$ 5,000
CoM, prehensive GenerW 1-ja0fitj
not applicable
Ship flepglMrs Legal UabiIlly
OtMer Uability
THE CERTIFICATE HOLDER USTED
ABOVE IS NAMED AS AN
A01)1"rIONAL INSURED ON THIS POLICY.
CANCELLATION, Tr ANYWILLENDEAVOP
SHQQO THEABOVE DESCRIBED POLICY 5E CANUtLLELI BEFOFeTHE r,(P!KATIQN DA :TH.I!ftE0F. THE ISSUING COM14
70MAIL 30 DAY$ (10 DAYS FOR NON-PAYMENT OF FREMIUK WRtTTEN NOTICETCYTHE CERTIFICATE HOWER NAMED ABOVE� BUT FAILURE
TQ WIL SLCH NO -ICE $HALL IMPOSE NO OBLIGA71ON OR LIASILWY CF ANY KIND UPON THE COMPANY, 7S AGENTS OR REPREUEN I A OVE�$
AUTHORIZED REPA9SENTATWE----.-
10 310 547 0970 COAST DIVING P02
RE
Cal A4DDSS OF PROPOSED FACILITY PERMIT #
t�E elt
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MAILING TELEPH 1 E NO. FEE CHECK NO
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Jac pi-, Coroiln- Oe 6 HARBOR PERMIT TO
APPROvE DATE APPLICATION IS HEREBY MADE FOR A
OCHD F-1 CONSTRUCTIREVISE A
AT THE ABO E LOCATION IN ACCORD E WITH TH4C TY OF
ENGR El NEWPORT BVEACH PERMIT POLICIES AND THE ATTACHED DRAWING
COUNCI I L� El BY COMPANY
AftE
DATED
PUBLICIWO RKS F 1 0
DEPT. DATE 0,
ESCROW 1-1
INSPECTION SIGNATIURE
El
SPECIAL CONDITIONS:
CITY OF NEWPORT BEACH, CALIF. WX FORM 68-1010
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JUN 20 '95 13:46 CASH & ASSOC . IRTES 714 895 1291 --P. 1
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To:
,5772 boloa �\venue, 5ujt8 100, Huotimoton Daarh, CA 92049 R Telephcm& (714) 595-2072 / (2510) 420-0145
MAII: P� 0. box 2715, Hun-r*,�ton Deaich, CA 92647 (714) 695-1291 FAX
STATE 'OF CALIFORNIA CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY
PETE WILSON, Gov&Tw
CALIFORNIA'REGIONAL WATER QUALITY CONTROL BOARD
SANTA AN A REGION
2010 IOWA AVENUE, SUITE 100
RIVERSIDE, CA 92507-2409
PHONE: (909) 782-4130
7
FAX: (909) 781-6288
77.:�;_
July 21, 1995
Randy H. Mason, President
Cash and Associates
P.. 0. Box 2715
Huntington Beach, Ca 92647
PROPOSED REPLACEMENT OF DOCKS, CALIFORNIA RECREATION COMPANY,
BAYSHORE MARINA, NEWPORT BEACH, ORANGE COUNTY
Dear Mr. Mason:
If standard dock construction methods and materials are utilized,
this project should not adversely impact water quality. A
statement has been submitted that there will be no waste discharged
from this proposed.project. Based on these assurances, clearance
is provided.
However, should the Army Corps of Engineers determine that this
project requires a Section 404 permit, it will be necessary for the
project proponent to obtain from this Board a Water Quality
Certification under Section 401 of the Clean Water Act.
Should you have any questions, please contact me at (909) 782-3237.
Sincerely,
M. Allen Salter
Engr. Associate
CC: California Coastal Commission, Long Beach
Army Corps of Engineers - Bruce Henderson Me
Cij�y.,,,qf _Np-wport - Beach�i , --Marine, _-Department - T-GW,:4,
City of Newport Beach, Building Department - Faysid Jurdi
MAS/ (9) bluetagi. let
N
California Recreation Co.
1137 Bayside Drive
June 27, 1995
Corona del Mar, California 92625 (714) 644-9730
Mr. Tony Melum
Acting Marine Director
City of Newport Beach
P.O. Box 1768
Newport Beach, CA 92658-8915
Re: Bayshore Marine Maintenance Permit
Dear Tony:
FAX (714) 720-9436
As requested in your letter dated June 20, 1995, returned herewith is the
signed and dated card for the Maintenance Permit for Bayshore Marina.
General Manager
Enc.
7147209436 CAL.REC.CO.
W, --7,
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558 POI JUN 22 195 14:21
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All.
CITY OF NEWPORT BEACH
P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915
June 20, 1995
Daryl Landrum
California Recreation Company.
1137 Bayside Drive
Corona del Mar, CA 92625
Re: BAYSHORES MARINA MAINTENANCE PERMIT
Dear Daryl:
Included in this correspondence -is the 3 by 5 permit card for the
Maintenance Permit. I need to have you sign and date where
indicated, and I will need a $60.00 check from the Irvine Company
for California Recreation for the.Maintenance Permit.
Also, in speaking with Randy Mason, it is my understanding that you
now have been required to proceed through the Coastal Commission
and the Army Corps of Engineers. When you have those approvals in
hand would you please make copies for our f iles so that we can make
our permit complete.
If you have any questions in* this regard, please contact me at
(714) 644-3044.
Sincerely,
Tony Me um
Acting Marine Director
ftn1andm.1tr
3300 Newport Boulevard, Newport Beach
COASTAL DEVELOPMENT PERMIT
Page 2 of 2
Permit No. 5-95-160
NDITIONS:
17 Notice of Receipt and Acknowledgment. The permit is not valid and
development shall not commence until a copy of the permit, signed by the
permittee or authorized agent, acknowledging receipt of the permit and
acceptance of the terms and conditions, is returned to the Commission office.
2. Expiration. If development has not commenced, the permit will expire two
years from the date on which the Commission voted on the application.
Development shall be pursued in a diligent manner and completed in a
reasonable period of time. Application for extension of the permit mustbe
made prior to the expiration date.
3. Compliance. All development must occur in strict compliance with the
proposal as set forth in the application for permit, subject to any special
conditions 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 project during its development, 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:
None
5337F
STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Govemor
CALIFORNIA COASTAL COMMISSION �i's- I
SOUTH COAST AREA ge I of 2 1&1
Date: — 9-19-9541,1&
245 W. BROADWAY, STE. 380 Pa
P.O. BOX 1450 Permit No. 5_95–IW�""'
LONG BEACH, CA 90802,4416
'Z'. �-' _- -"; "; ;
COASTAL DEVELOPMENT PERMIT
On September 14. 1995, the California Coastal Commission granted to
The Irvine Company
thi's permit -subject to the attached Standard and Special conditions, for
development consisting of:
Repair of storm damaged marina including replacement of damaged floating docks. -
addition of ADA compliant gangway and float support, and addition of 8 new
guidepiles.
more specifically described in the application file in the Commission offices.
The development is within the coastal zone in Orange County at
2570 Bayshore Drive. Nemport Beach
Issued on behalf of the California Coastal Commission by
T
P 0 R PETER DOUGLAS
C'ITY W.
Executive Director
E P (2 ��J' 9 3
C
By:
Title: Staff Analyst
ACKNOWLEDGMENT
The undersigned permittee acknowledges receipt of this permit and agrees to abide
by all terms and conditions thereof.
The undersigned permittee acknowledges that Government Code Section 818.4 which
states in pertinent part, that: "A public entity is not liable for injury caused
by the issuance . . . of any permit. . . " applies to the issuance of this permit.
IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT WITH
THE SIGNED ACKNOWLEDGEMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE. 14 Cal.
Admin. Code Section 13158(a).
Date Signature of Permittee
A6: 4/88
P0
CITY OF NEWPORT BEACH
RO. BOX 1768, NEWPORT BEACH, CA 92658-8915
IQFOI�- \ V -
April 7, 1995
Mr. Randy Mason
Cash and Associates Engineers
5772 Bolsa Ave., Ste 100
Huntington Beach, CA 92649
SUBJECT: Required Disabled Access to Boat Docks. Rebuilding Bayshore
Marina
Dear Mr. Mason:
California State Disabled Access Regulations (Title 24, Section 3103A(g)l.D.)
require that wheel chair access be provided to boat docks. This requires the
construction of access ramp with a slope not exceeding 1: 12 at high and low tides.
We evaluated the tide fluctuation charts and determined the low and high design
water elevations to be 0.0 MLLW and +5.0 MILW.
The following factors were taken into consideration:
A. Time of year from May 1st through October 31st.
B. Time of day, 6:00 A.M. - 9:00 P.M.
C. Peak tide elevations below 0.0 M1,LW and higher than +5 MLLW.
D. Duration of tides lower than 0.0 MLLW and higher than +5 MLLW.
The state code requires disabled access compliance on the drawings prior to issuing
of a building permit and access be provided with project construction.
Very truly yours,
BUILDING DEPARTMENT
Raimar W. Schuller, Director
Fdysal Jurdi,C�ief Plan Check Engineer
FJ.jf
c: Lloyd Dalton
Tony Melum
3300 Newport Boulevard, Newport Beach
+ i !�
California ReOreation Co.
1137 Bayside Drive Corona del Mar, California 92625
February 22, 1995
Marine Department
City of Newport Beach
70 Pier Avenue
Newport Beach, CA 92663
Attention: Tony Melum
(714) 644-9730 FAX (714) 720-9436
Re: Bayshore Marina, 2570 Bayshore Drive, Newport Beach, CA 92663
Dear Tony:
Enclosed are drawings for the replacement in like -kind of a section
of the above marina damaged in a recent storm. Configuration of
the slips to be rebuilt will be exactly the same as before but the
material used will be wood not concrete.
Sincer 1
e, '
Daryl La /drum
Enc.
A. GENEf;Z,4L CONIDITION6
455REVIATION LIeT
1. THE CONTRACTOR SUIBCONTRACTOR 4 AGENTS THUS FORWARD SHALL BE
REFERED TO AS THE 'DESIGN BUILDER", (D5).
2. THE D5 SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS
AND
BEFORE STARTING WORK. THE OR EW41NEER SHALL BE NOTIFIED OF
AT
ANY DISCREPANCY-
AFF.
ABOVE FINISH FLOOR
LIN.
LINEAL OR LINEAR
A,C.O.E.
ARMY CORPS OF ENGINEERS LG.
LONG
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
ALUM.
ALUMINUM
L.L.
LIVE LOAD
GENERAL NOTES.
X
BY
M.L.L.W.
MEAN LOWER LOW WATER
BEL.
13ELOUJ
MAT.
MATERIAL
4. DIMENSIONS TAKE I CEDENCE OVER SCALE.
ED.
BOARD
MAX.
MAXIMUM
15M.
5EAM
MB
MACHINE BOLTS
5. THE D5 814ALL PROVIDE AND PAY FOR ALL CONSTRUCTION
BW
BACK OF WALK
MFR
MANUFACTURER
SURVEYING NECESSARY TO LOCATE ALL PROJECT ELEMENTS.
ca
CARRIAGE 15OLTS
MIL.
MILLIMETER
(2. ALL SALVAGEABLIE ITEMS REMOVED AND NOT USED REMAIN THE PROPERrY
4
C/C
CENTER LINE
CENTER TO CENTER
MIN.
r*TTL.
MINIMUM
METAL
OF THE OWNER, IF DESIRED. THE CITY SHALL PROVIDE A LIST OF ITEMS TO
BE SALVAGED BY D5, IF ANY.
Cr.
CUBIC FOOT
N.IC�.
NOT IN CONTRACT
C.I.P.
CAST IN PLACE
NO. OR
NUMBER
1. ALL DEBRIS AND TRASH SHALL BE REMOVED FROM THE SITE.
CLR
CLEAR
(N)
NEW
CONC.
CONCRETE
O.C.
ON CENTER
8. IF CONFLICTS APP AR BETWEEN PLANS AND SPECIFICATIONS, THE
CONT.
CONTINUOUS
0/0
OUT TO OUT
DB'S SHALL ASSUMr= THE MORE EXPENSIVE SOLUTION UNLESS
CLR.
CLEAR
OFNG.
OPENING
DIRECTED OTHERWISE 15Y T14E ENGINEER
CY.
CUBIC YARD
OPP.
OPPOSITE
DEGREES
%
PERCENT
DIAMETER
PLUS OR MINUS
5. REGULATORY REQUIREMIEENT5
D
DEPTH
E
PCF
PLATE
POUNDS PER CUBIC FOOT
1. THE D5 SHALL, AT ALL TIMES, COMPLY WITH ALL OSHA AND STATE
DWS.
DET.(S)
DRAWING
DETAIL(S)
FSI
PVC
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
SAFETY ORDERS.
DIA.
DIAMETER
REINF.
REINFORC-EMENT
D.L.
DEAD LOAD
REQ'D
REQUIRED
2. ALL MATERIALS AND WORK SHALL C40NFOF;tl TO THE UNIFORM BUILDING
DN.
DOWN
W. OR RMS
ROOM/S
CODE, (U5C), 1'3e4 EDITION, INCLUDING ALL SUPPLEMENTS.
ELECT.
ELECTRICAL
RSP
ROCK SLOPE PROTECTION
ELEV. OR EL
ELEVATION
2ND
SEC4014D
EXIST. OR E.
EXISTING
so-
SQUARE
C. DrEFINITION OF
EA.
EACH
SF.
SQUARE FOOT
-TERMS
EQ.
EQUAL
STL.
STEEL
I. REMOVE - SHALL MEAN TO DEMOLISH, TRANSPORT AND DISPOSE OF AT
EXP.
EXPANSION
Sim.
SIMILAR
DE'S EXPENSE.
LR
MISH
614. OR SHT
SHEET
F OOR
c
S.S.
STAINLESS STEEL
2. INSTALL - SHALL MEAN TO FURNISH THE ITEM SPECIFIED, TRANSPORT TO THE
FT.
G A.
FEET
GAGE
T.Or-
T A G
TOP OF: CONCRETE
TONGUE 4 GROOVE
SITE AND INSTALL IN ACCORDANCE WITH MANUFACTURERS
GALV.
GALVANIZED
TYR
TYPICAL
RECOMMENDATIONS AND THESE DRAWINGS.
GLU. LAM.
GLUE LAMINATED
THK.
THICK
3. SALVAGE - SHALL MEAN TO DISASSEMBLE, SORT INTO LIKE COMPONENTS,
W
HT.
HIGH
HEIGHT
U14M.W.
ULTRA HIGH MOLECULAR WEIGHT
PACKAGE OR PALLEETIZE INTO TfRANr3PORrA5LE UNITS AND TRANSF�ORT TO A
HDWR
HARDWARE
UNIO.
UNLESS NOTED OTHERWISE
SITE DESIGNATED Ely THE ENGINEER
IN
INCW
VERT.
wmm.
VERTICAL
WELDED WIRE MESH
INT.
INTERIOR
W/
WITH
LEIS.
POUNDS
W/o
WITHOUT
LAM.
LAMINATED
WD.
WOOD
PLASTIC PIPE AND FITTN�36 SHALL BE POLY VINYL CHLORIDE (PVC), SCHED. 40
PRESSURE PIPE, MEETNG THE REQUIREMENTS OF ASTM DI -184, AND ASTM
DI -185,125 PSI, RING-TITE, AS MANUFACTURED BY JOHN -5 -MANVILLE CO., OR
EQUAL.
2. COPPER PIPE SHALL BE TYPE L OR M FOR ABOVEGROUND PIPING, TYPE K
FOR BURIED PIPING WIT44 SOLDER JOINT FITTINGS. PROVIDE PLUM15IW3 CODE
APPROVED LEAD-FFa=-E SOLDERL
E. MIETAL FINISHr=5
1. ALL CAR50N STEEL 544ALL BE "HOT DIFPED" GALVANIZED, 20 OUNCES
PER SQUARE FOOT, AIFTER FABRICATION. ALL WELDED AREAS, AND ALL
AREAS WHERE GALVANIZED SURFACE WAS BROKEN FOR ANY REASON, SHALL
15E REPAIRED WITW 'CZALVALOY" APPLIED ACCORDING TO. MANUFACTURER'S
SPECIFICATIONS.
2. ALL EXPANSION al ;=;=vr= 4 BOLTS SHALL BE A 304 STAINLESS STEEL.
F. Mr=TAL FASTIEENING
I. WELDING: ALL WELDIING SHALL CONFORM TO THE AWS "STRUCTURAL
— WELDING CODE", DLI -S4 OF A36 STEEL MATERIAL WELDING SHALL BE
BY CERTIFIED WELDEFL-2.
2. NO FIELD WELDING TO ALUMINUM PRODUCTS 15 ALLOWED WITHOUT
SPECIAL CONSENT FROM THE ENGINEER
3. ALL STFZJCTURAI- 6140f- WELDING SHALL BE PERFORMED IN A FA5RICATOR'S
SHOP WHICH HAS BEEN APPROVED AND CERTIFIED BY THE CITY EUREKA
OR THE LOCAL BUILDNG OFFICIAL HAVING JURISDICTION. (PER UBC
SECTION 306)
4. ALL BOLTS FOR STEEL MEMBERS SHALL CONI`ORl'l TO ASTM A301.
G. DOCK AND MOUNTED ACCr=55ogIr=5 4 FIXTURE5
1. ALL MOUNTED ACCESSORIES 4 FIXTURES INCLUDES PILES BUT EXCLUDING CLEATS
4 RJ5ERSTRIP5: SHALL BE LOCATED KEEPING T -O" r -LR FROM EDGE OF DOCK
ANY PROPOSED DEVIATION TO THIS 2'-0" CLEARANCE REQUIREMENTS MUST RECEIVE
SPECIAL CONSENT FROM THE CITY Or EUREKA.
@2
CASH ASSOCIATES
ENGINEERING AND ARCHITECTURE
(714) 895-2072
ENGINEER RHM
BAYSHORE MARINA WEST
THE IRVINE COMPANY
SCALE
AS SHOWN
DESIGNER JEP
PROJECT NuMBER
4720.02
CAD OPERATOR JEP
GENERAL NOTES
DATE DESCRIPTION BY
CHECKER
REVISIONS
DRAWING NUMBER
PROJECT MANAGER RHM
1, 11-1
GN -1
,�jqA _�INIE - -- - --
EXISTM E3ULKHEAD LINE
PARTIAL DOCK FLAN
SCALE:P-20'
- - -- - -- - -- - -- - --
EXISTIWS WOOD
DOCK SYSTEM
PARTIAL DOCK FLAN TO REMAIN
SCALE:V-20'
NEW WOOD DOCK
SYSTEM
DOCK 15OX
CASH & ASSOCIATES
ENGINEERING AND ARCHITECTURE
(714) 895-2072
ENGINEER RHM
BAYSHORE MARINA WEST
THE IRVINE COMPANY
SCALE
AS SHOWN
DESIGNER JEF
PROJECT NUMBER
4720.02
CAD OPERATOR JEF
GENERAL ARRANGEMENT FLAN
DATE DESCRIPTION By
CHECKER
DRAWING NUMBER
REVISIONS
PROJECT MANAGER F,,M
uz. f
U�s. E
E)<ISTIW= 15ULKHEAD LINE V-0" V -0"V-0" 3'-0" V-0" V-0" V-0" 3'-0" V-0'
PARTIAL DOCK PLAN
',rALEd"-20'
320-8"
22'-0"' '-o" 25'-2- '6'-0" 30-0" 6'-0" 26'-4" ib' -O" 22'-S" 6'-0"
'T Al,
ca co
zi L
-0
-qj�__bf-q 1 '-01' `0"
I U
m
I A I& I
__gz.
Bul-q-EAD
_14a
=24�61'
V-0"
V-01,
V-011
3'-0'.
-0" 3'-0"
3
-011 V-011
3
-011 V-0"
3
-0" V-0"
3
-0" V-0"
3 .0"
V-011
-gpll I
3
-ID* 3
3 -.&-
3
101-3"10,01
BI-&
BI-&,
51 -ell
151-61
Y-61
w -w.
-6"
v-10,
a.
BI -61
.3
1.
-0" V-0"
IR' -Io
V-0
I 1 1 IV -6"I
I Z4
E)
<I'STIW_�
eULKi4EAD
LINE
PARTIAL DOCK FLAN
',C:ALE:I"-20'
ENGINEER
BAYSHORE MARINA WEST
SCALE
AS SHOWN
DESIGNER JEF
THE IRVINE COMPANY
CASH &
ASSOCIATES
PROJECT NUMBER
m
CAD OPERATOR JEF
4720.02
ENGINEERING AND ARCHITECTURE
DESCRIPTION BY
(714) 895-2072
CHECKER
DOCK DIMENSIONAL LAYOUT PLAN
DRAWING NUMBER
REVISIONS
PROJECT MANAGER F;ZHM
6-2
U,5. f'IERHEAD LINE
7�
\--A \-,A
_j
j
UZ. BULK14EAD LINEL
EXISTIWS BULKWEAD LINE
PARTIAL DOCK PLAN
SCALE:V-20'
I=Y'LE
k /I
CASH & ASSOCIATES
ENGINEERING AND ARCHITECTURE
(714) 895-2072
ml- i
ENGINEER lQHm
BAYSHORE MARINA WEST
THE IRVINE COMPANY
SCALE
AS SHOWN
I
PROJECT NUMBER
4720.02
'A
DESIGNER
CAD OPERATOR JEF
M00fRING f=LAN/fRU58TPIf=/CLEAT FLAN
DATE DESCRIPTION BY
CHECKER
REVISIONS
I
DRAWING NUMBER
5-3
-
PROJECT MANAGER FPJ4M
I=Y'LE
,
CASH & ASSOCIATES
ENGINEERING AND ARCHITECTURE
(714) 895-2072
ml- i
ENGINEER lQHm
BAYSHORE MARINA WEST
THE IRVINE COMPANY
SCALE
AS SHOWN
I
PROJECT NUMBER
4720.02
DESIGNER
CAD OPERATOR JEF
M00fRING f=LAN/fRU58TPIf=/CLEAT FLAN
DATE DESCRIPTION BY
CHECKER
REVISIONS
I
DRAWING NUMBER
5-3
-
PROJECT MANAGER FPJ4M
PARTIAL Q
SCALE: 3/8" - V-0"
,4N
PARTIAL DOCK FLAN
SCALE. 3/8" - I' -o"
REVISIONS
a
F,4fP,TIAL DOG< FLAN
SCALE: 3/8" - I' -o"
am
f=,4fP,T1,4L DOCK f=L,4N
SCALE: 3/8" - V -01 -
ENGINEER IRHM
CASH & ASSOCIATES
DESIGNER JEf'
CAD OPERATOR GVS
ENGINEERING AND ARCHITECTURE
CHECKER JEF
(714) 895-2072
PROJECT MANAGER
6m
SCALE
BAYSHORE MARINA WEST AS SHOWN
THE IRVINE COMPANY . PROJECT NUMBER
4720.02
FAfRTI,4L DOCK FL,4NS DRAWING NUMBER
5-4
FARTIAL DOCK FLAN PARTIAL DOCK FLAN 0
SCA,LE. 3/8" - V-0"
5( --ALE: 3/8" - V-0"
Z\I I
Z\I
ENGINEER
BAYSHORE MARINA WEST
SCALE
AS SHOWN
DESIGNER
THE IRVINE COMPANY
I
CASH & ASSOCIATES
PROJECT NUMBER
CAD OPERATOR
4720.02
ENGI�NEERING AND ARCHITECTURE
NO.1 DATE I DESCRIPTION BY
CHECKER
REVISIONS (714) 895-2072
FAfPTIAL DOCK FLAN
DRAWING NUMBER
[PROJECT MANAGER ;ZM1
2xro DECKI
W1 1/8" Sf*ACING 2X& DECKIWG
W1 1/8" SflACIW2
NOTE: FOR INFO. NOT SHOUN SEE Sim.
35'-0" SLII-
FLAN 20'-011 51-lff)
SCALE; 3/8" 11-01, FOR INFO. NOT SkOUN SEE
17 35'-0" SLIF-
HENDERSON PONTOONS: MATERIAL: CROSS-LINKED FOLYETHYLENE'TIARLEX" CL -100"
ITEM NO. 1000 WENDER50N F-OLYET14YLENE F'CNTOONS. BLACK COLOR FOR MAX RESISTANCE TO ULTRAVIOLET I A
MODEL
NUMBER
DIMENSION DIMENSION DIMENSION DIMENSION DIMENSION
A 5 C D rz
143668A
36
C.8
2r.' -O"
25
to I
1-136685
36
C.8
n
2S
61
1-13668C
3f.
68
21'
2S
61
W4060A
-48
r5o
15
41
53
4'-6"
51-5"
-12
15
41
65
W48125
48
36-68-21
11
41
rpk
36 -68 -Il
48
41
as
H489615
48
c3rb
15'-3 3/4"_
41
Sj
TORSION BAR
4
4M
8-8
r4A
/ �4
r4A
tp
x
2xro DECKI
W1 1/8" Sf*ACING 2X& DECKIWG
W1 1/8" SflACIW2
NOTE: FOR INFO. NOT SHOUN SEE Sim.
35'-0" SLII-
FLAN 20'-011 51-lff)
SCALE; 3/8" 11-01, FOR INFO. NOT SkOUN SEE
17 35'-0" SLIF-
HENDERSON PONTOONS: MATERIAL: CROSS-LINKED FOLYETHYLENE'TIARLEX" CL -100"
ITEM NO. 1000 WENDER50N F-OLYET14YLENE F'CNTOONS. BLACK COLOR FOR MAX RESISTANCE TO ULTRAVIOLET I A
MODEL
NUMBER
DIMENSION DIMENSION DIMENSION DIMENSION DIMENSION
A 5 C D rz
143668A
36
C.8
15
25
to I
1-136685
36
C.8
n
2S
61
1-13668C
3f.
68
21'
2S
61
W4060A
-48
r5o
15
41
53
H48 -12A
48
-12
15
41
65
W48125
48
-12
11
41
rpk
H4056A
48
41
as
H489615
48
c3rb
41
Sj
U-11— —.125 WALL THIC104EBS. INDENTATION IN 1— '410 —V-." (� 4
THE FLAWGE HAVE BEEN FIROVIDED TO MAW THE SCALE: 3/8" 1'-0"
SUGGESTED HOLE LOCATIONS.
A
t
E D
L 2'-3" -0.. 4'
SIDI=- VIEW END VIEW I t 48-12-15 1
NOTE: FOR INFO. NOT SHOUN SEE
35, -0" SLIll
FLAN - 32'-'311 SLIF
SCALE: 3/8" P-0" SCALE: 3/8" - P-0"
ENGINEER RHM BAYSHORE MARINA WEST SCALE LL
DESIGNER AS SHOWN
CASH & ASSOCIATES JEF, THE IRVINE COMPANY PROJECT NUMBER
DATE ENGINEERING AND ARCHITECTURE CAD OPERATOR GVS, 4720.02
DESCRIPTION BY (714) 895-2072 CHECKER JEF, STfRUCTILIFRAL DETAILS DRAWING NUMBER
REVISIONS PROJECT MANAGER fRHM
-oo 4'-o' V-0.1 4'-0" 3-011 4'-0" 4'-0" 3.-0.. 4--o" 2'-6" 4'-0" 2--b" 4'-0" 2. 1
4'-0" 2 4'-0" 2'-9" 4'-0" 4'-0" 4'-0'
DIMENSION
"A,.
(IN)
DIMENSION
1.51.
(IN)
DIMENSION
.1r.,
(IN)
48-12-15
.1.-31'2"
48-12-15
21ti
1
48-12-15
-1 -.3 �12
48-12-15
23"'
48-12-15
- I - .11/2
48-12-15
4�—O" 4 _0" 2'-0'
48-12-15
4'-0 2'-0' 4'-0' 2'-0' 41-0. 1 2'-0'
48-12-15
4 .-0. 4'-0' 4'-0'
48-12-15
6
48-12-15
48--12-21
_t�
- -_
SPLICE
11-0.
- 1'-0"
Ira
r3 A_�
0 X
N
NAILER OUT
3 1/2- 0
r2 8 r2 B'�
NAILER OUTi
NAILER
r@A�
r8 _A�
SPLICE
rS_B,�
60
x
0
OF 4x4
SCH. 80
OF 4x4
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F4
17
,>
.,x
::: -4-
51
1
mj�,,xlj
.
Ys M.
Sim.
w
fr 7
Fr T
-
- - I
I
I
to
Ld
N/T
03
,
6 x
x
CC)
F'�
X6
4x6
0
4x6
-
- -I
x
y
V
0.
/ \
V/ \-o
I fni
46L
0-4f
0
0
0
C,
7`�
0
0
0
0
4.1
C3
4'-0" 2'
48-12-15
FLAN - aV-0" SLIF
2X& DECKING
W1 116 SPACING
3 1/8 x t FLU -LAM, (TYP.)
FOR PILE GUI%E
LEP
4x4 NAILER 0 MID -SPAN ROL _5, SE
(TyP.) (TYF.)
�A=: .2/0' X I _w"
DIMENSION
"A,.
(IN)
DIMENSION
1.51.
(IN)
DIMENSION
.1r.,
(IN)
.1.-31'2"
5'- 2 V2
21ti
1
-1 -.3 �12
68'-0'
23"'
- I - .11/2
4'-0'
4�—O" 4 _0" 2'-0'
4 2'-0' 1
4'-0 2'-0' 4'-0' 2'-0' 41-0. 1 2'-0'
4'-0' 2'-0' 4'-0" 2' 0"
4 .-0. 4'-0' 4'-0'
6
_t�
- -_
11-0.
- 1'-0"
r3 A_�
0 X
N
NAILER OUT
3 1/2- 0
r2 8 r2 B'�
NAILER OUTi
NAILER
r@A�
r8 _A�
SPLICE
rS_B,�
60
x
0
OF 4x4
SCH. 80
OF 4x4
PIPE
YS 7
F4
17
,>
.,x
::: -4-
1
mj�,,xlj
.
Ys M.
YS im.
lIx
- - I
I
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to
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03
,
6 x
x
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F'�
4x6
0
-
- -I
x
V
0.
/ \
V/ \-o
I fni
0-4f
0
0
0
C,
7`�
0
0
0
0
C3
0
0
0
4x6
>
A-
_.h.
L
\_
2 x 12 FACIA (TYP.)
2"lx 12 FACIA
NAILER OUT
"G"
2 x 6 WD. DECKING
FOR PILE GUIDE
OF 4x4
W/ 1/8- SPACING
ROLLERS
x .
3 1/8" x 9" GLW7-LAM
TYP.
SEE DETAIL
ILS x 3 x 1/4 LLV
W/ .3/4'0 BOLTS
PLAN
&V-0" SLIF
SCALE: 3/8"
V-0"
z \1 I RHM
DESIGNER JEP
ZIN I CASH & ASSOCIATES CAD OPERATOR GVS
/\j - I ENGINEERING AND ARCHITECTURE
NO -1 DATE I DESCRIPTION BY CHECKER JEP
REVISIONS (714) 895-2072 PROJECT MANAGER RpM
PONTOON
PONTOON
DIMENSION
"A,.
(IN)
DIMENSION
1.51.
(IN)
DIMENSION
.1r.,
(IN)
.1.-31'2"
5'- 2 V2
21ti
1
-1 -.3 �12
F,'- 2 V,
23"'
- I - .11/2
]-1..
1-0
A
Ln
0
B
51DE VIEW END VIEW
C_0NC_FZETE PONTOON 6CHED
SCALE: KT.S.
SCA
BAYSHORE MARINA WEST AS
THE IRVINE COMPANY . PROJECT NUMBER
4720.02
STFRUCTUfRAL DETAILS DRAWING NUMBER
11116"0 HOLES
STA6GERED
—Zr,"x3"xI/4" LLV
SECTION rl A— "'
SCALE: 3" 1'-0"
A BOLT HOLES 13/16"4,
ZF; x 3 x 1/4 LLV
Tlrfl.
IA
ca I
Q
A
I:-.
I I&" I r." I ..S" . i 'a., 1 6 ,1 &.,1 ".,1
" (6) 5OLTS RE
4X4 KNEE 51RACE
SCALE: I" - V-0"
HOLES,
FOR 5/8 EOLTS (TYP)
6ECTION
SCALE. 31, . ll-v-
Z-Px4"x3 1/2"A/4" LLV
ANGLE PLATE 1--)ET,41L
SCALE: 3" - V-0"
REASIONS
BOLT POLES 13/16"0
Z 5 x 3 x 1/4 LLV
Tyfl.
4X& KNEE 15R,4CE r2i"�
SCALE: I" - 1'-0" �-cj
Z *1 "x4"xS"xI/4" LLV
6ECTION
ArALE: 3" - P -O"
11116"41 HOLES,
FOR 5/8 E30LTS (TYF-)
9" TO 9" GLUL,4M GONNEC:T0F,
SCALE: 3" - V-0-
2 x r. WOD DECKING
W/ 1/3 1. sl`*Aclws
I"ANTOON JL; NTOON_�
�A
IE i3x6 CONT. NAILER
4x4 PANTOON
eECTION STOfl (TYF*)
VARIES
(SEE PLAN OR VERIFY ON SITE) 3/- x e GLU-LAM
roA F/—F-ANTOON
IIN
5 3/4"
I
# 14-
11/164 HOLES,
FOR 5/8 DOLTS (TYf-)
6" TO 'B" GLULAM GONNECTOR
'CALE.- 3" V-01.
ENGINEER RHM
GNER JEF,
CASH & ASSOCIATES CAD OPERATOR SVS
ENGINEERING AND ARCHITECTURE CHECKER
(714) 895-2072 PROJECT MANAGER RHM
4x4 IIANTOON
3xb CONT. NAILER
L2xro
STOP (Tyll)
lx4xO'-3" o. 108—f:�l
FLAN
FANTOON STOP
w/ 5/8 x O� 4t,2 11 M. 5.
NAILED TO G. L.
(TYFICAL)
WIDE HEADWALK
'FLOAT
5CALEt 3/8" . I'101-
DET,41L
5 3/4"
I
# 14-
11/164 HOLES,
FOR 5/8 DOLTS (TYf-)
6" TO 'B" GLULAM GONNECTOR
'CALE.- 3" V-01.
ENGINEER RHM
GNER JEF,
CASH & ASSOCIATES CAD OPERATOR SVS
ENGINEERING AND ARCHITECTURE CHECKER
(714) 895-2072 PROJECT MANAGER RHM
3x6 CONT. NAILER
lx4x0'-3" No. 108 �� �-2xb f-ANTOON STOP
LU/ 5/8 x 0'-4112" t -t B. FLAN NAILED TO G. L.
(TYflICAL)
V-ro" WIDE HEADWALK
SCALEi 3/8" - P-01
It OF SPLICE
I
PLAN
IOF -4q'LICE
- r— 5Va"x'a" WALER
io-%"# Cz. —j �— 5V."x 9" SPLICE x 6'-0"
ELEVATION
TYF. SPLICE QET,411-
SCALE: P - V-0"
SCALE
BAYSHORE MARINA WEST AS SHOWN
THE IRVINE COMPANY - PROJECT NUMBER
4720.02
STFRUCTILIFZAL DETAILS DRAWING NUMBER
s -e
2 x 6.1DEMN63
1/8 Sf'A(:IW-i
/vW/
3 x 6 CONT.
TOE NAIL
4 x 4
'FLOAT
DET,41L
4
SCALE: 11/2"" . F-oll
VARIES
r��F-LAN OR VERIFY ON 51
I
I " §
r3'/sX'3rLU-LAM
I_PA T CON
3x6 CONT. NAILER
lx4x0'-3" No. 108 �� �-2xb f-ANTOON STOP
LU/ 5/8 x 0'-4112" t -t B. FLAN NAILED TO G. L.
(TYflICAL)
V-ro" WIDE HEADWALK
SCALEi 3/8" - P-01
It OF SPLICE
I
PLAN
IOF -4q'LICE
- r— 5Va"x'a" WALER
io-%"# Cz. —j �— 5V."x 9" SPLICE x 6'-0"
ELEVATION
TYF. SPLICE QET,411-
SCALE: P - V-0"
SCALE
BAYSHORE MARINA WEST AS SHOWN
THE IRVINE COMPANY - PROJECT NUMBER
4720.02
STFRUCTILIFZAL DETAILS DRAWING NUMBER
s -e
rORSION 5AR CLIPS
"0 HOLES
3 In"
SECTION 2
SCALE. 3" 1,. o,, 2
3 1/2 "
13/4" :T-1 3/4"
3 1/21, -1 1/2"
T
cn
2-3/4"4, CAf;aRI,46
BOLTS FOUER CENTER
flLATFORM AND
SECTION FRAME
BENT F -LATE
5ECTION 4�
111/ (2) 3/4
CARRIAGE BOLTS
4XI4
L --j
_11/164 HOLES, 3/4"0 CARRI E
BOLTS
7_7 FL 4. tl* LOW.
IIJ/ (4) 3/4 " 0 C.B. AND
el) YO x 21,12" LONG
L A�Cs 5 T
_5� lama 10 3x4
2x DECKM
C40UNTERSIW 3/44,
CARRIAGE BOLT
PLAN 31/sx12 r=LB 4x8
SCALE: 1 1/2" - P-0" 1 4
d)
Lu
TORSION 5AR
YO UELD STUD
2" LOWS
TYp>_i/_1b
3/*" THICK
BEVELED
WASHER
BENT RLATE —
12" LON6
4x14
f'OWER CENTER
PLATFORM AND
FRAME
TE
-_ BOLTS.
INK
kRRIAr.E
d)
Lu
TORSION 5AR
YO UELD STUD
2" LOWS
TYp>_i/_1b
3/*" THICK
BEVELED
WASHER
BENT RLATE —
12" LON6
4x14
f'OWER CENTER
PLATFORM AND
FRAME
TE
-_ BOLTS.
INK
kRRIAr.E
FILE GUIDE SUPPORT BRACKET SCALE: .3,.
DETAIL SCALE: 1 1/2" 1.-0.,
DETAIL SCALE: 3" . 1.-0..
DETAIL
SCALE: 3"
CASH & ASSOCIATES
ENGINEERING AND ARCHITECTURE
(714) 895-2072
ENGINEER
BAYSHORE MARINA WEST
THE IRVINE COMPANY
SCALE
AS SHOWN
DESIGNER JEFI
PROJECT NUMBER
4720.02
CAD OPERATOR rVS
5TF�JCTURAL DETAILS
DATE DESCRIPTION BY
CHECKER
REVISIONS
DRAWING NUMBER
PROJECT MANAGER RHM
POWER CENTER
PLATFORM AND
t
FRAME
FIWGER
5 0
!1N
MTL STRAPS SEE
(P (p
x
x X
2X6 PLAN< IWG
F G E:R 11
4>18
31/.xI2 GLIBI
4
BMW
Q
x x
—1= -23<13rp,
PONTOON
31/sx12 /* PONTOON
PONTOON
EXISTING
CONCRETE
SYSTEM
NEW WOOD GLB 4'
MAIN WALK
T SYSTEM,.
SECTION
SCALE: 3/8" V -V
2
SECTION
SCALE: 3/4" V-0" 4
POWER CENTER
PLATFORM AND
FRAME
POWER CENTER
PLATFORM AND
POWER CENTER
FRAME
PLATFORM AND
FRAME
4XI
TOP OF WALK
4XI4
0 0
0 0
3X4
TOP CP WALK
PONTOON
PONTOON
4'-23/4
3.-OV2'-
,SECTION
SCALEi 3/4" 1'-0"
ELEVATION LOOKING NORTH
SCALE: 3/4" 1'-0"
ELEVATION LOOKING WEST SCALEi 3/4" V-0"
CASH & ASSOCIATES
ENGINEER
BAYSHORE MARINA WEST
THE IRVINE COMPANY
SCALE
AS SH OWN 1A
DESIGNER
JEF,
PROJECT NUMBER
CAD OPERATOR CVS
ENGINEERING AND ARCHITECTURE
(714) 895-2072
XF0f;;3'1EfP, AND DETAILS
4720.02
N OATEE
0. DESCRIPTION By
CHECKER JEP
REVISIONS
DRAWING NUMBER
PROJECT MANAGER RHM
DRILL 3-11/16 714OLES
12 3/8" x 13" x 12" AL. APPROVED CLEAT rau Ll
+ 1 11/32" 4-1
I
L
4"' 2 x WOOD DECK 11, in
AL C Co x 2B3
(AL- ASSOC.) DRILL 4-5/16
Lu HOLES 14" CLEAR)—
x I
w Lu Lu
+ STIFFENER YE 1/4" AL. + (L IL IL
r7— I
lu In
F^
:3 aW + CLEAT (TYP-)
GIL"
W GLU-LAM 5M.
LL — - # #
1/8
T 3
(2)1/2114- MB.
CORNER BUMPER W/WASHER 1 3/4" 6.. 1 3/4"
(TIrl".)
5/8,10 M.B. W/,NUTS 211/2"
(THROU4zH BOLTS)
Ro
,STD. SUf=f=OfRT SCALE: 1 1/2 11-0.1 CLEAT 4 5UMPER INSTALLATION SCALE. N.T.5 2 ANCHOR C:LEAT SCALE: N.TS FILE GUIDE ROLLERS PLAN SCALE: 3" ,-.,,14
FOAM SANDWICH
PART C-12 REINFORCED LID
INNOVATION
INDUSTRIES METER COMPARTMENT
It FIREHOSE CABINET (114-114-'1851) TELEPHONE OUTLET BOX
WITH W1fl F?ECEPTiCAL METER
FACE OF I'll E wxS" "LINCO" POLYOLE- 1�.. . E - - - - - - -
/4 -3. FIN OR HENDERSON PLASTIN 26" 3/4" FLEX PLASTIC
PILE ROLLERS W/ S.S. CONDUIT TO Nr=XT
SLEEVE ON S�S. 3/4"0 BOLT BOX
HOSE BIBB - SEE 1-1.1 - PI.3
fE 1/4". TYP. POWER CENTER FOR LOCATICN
1/8', 100' HOSE 1/2" CONDUIT CARRYIWS
EXCITER LINES AND
Ln POWER CONDUIT To PULL 12/2 RECORDING LINES
b FIRE BOX IN DOCK
Xr��,To-f- OF WOOD
DECK POWER CENTER
RECESS RESTRAINIWS
CHAIN (2)
-IV2" AWSLE PLAN rCL A
VALVE EXrRUDED
PROVIDE SLOT IN WALL ALUMINUM
HIw-7E
FRAMIW3, SEE Or 13OX ADJACENT TO
TELEPHONE CUTLET
PLAN 'PLY DECK
DECKIIkS METER
— -- ::�
3/4" THROUGH BOLT
H I
L3x3x3/l6 POWER CENTER
SIDE VIEW W/LIGHT (RMll CO.)
FLAT C -La
EQ. Ea TYPE A 4 Al BOX
SEE FRAMIWS PLANS SIDE ELEVATION
C-6 4 C -s FRONT ELEVATION
(RIGHT)
FILE GUIDE ROLLERS SECTION SCALE: 6" - FIREH05E CA51NET (YELLOW) TYPE 2 LOCKER W1 UTILITIES (r-15EFRGLA55)
SCALE: P - V-0" SCALE:
ENGINEER SCALE
DESIGNER BAYSHORE MARINA WEST AS SHOWN
JEFI THE IRVINE COMPANY
PROJECT NUMBER
CASH & ASSOCIATES CAD OPERATOR GVS
DATE DESCRIPTION ENGINEERING AND ARCHITECTURE 4720.02
BY
REVISIONS (714) 895-2072 CHECKER JEP MISC. DETAILS DRAWING NUMBER
PROJECTMANAGER RPM 5-12
April 27, 1987
CITY OF NEWPORT BEACH
P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 -- I
Security Pacific National Bank
California Real Estate Industries Department
4000 MacArthur Boulevard, Suite 400
Newport Beach,.California 92660
Attn: Ms. Marybe"th Irwin
Assistant Vice'President
Re: Harbor Permit -for Bayshore Marina, Permit 0129-2572-1
Ladies and Gentlemen:
This letter is being written in connection with the above
referenced harbor permit issued by the City of Newport Beach (the
("City") to the Irvine Company in relation to the Balboa Marina,
located in Newport Beach, California.
The City of Newport Beach Municipal Code requires that the Harbor
Permit for structures bayward of private property be in the name
of the upland property owner or long term lessee. If the upland
property owners or long term lessees should divest themselves of
such private property ownership, they would no longer be able to
retain the Harbor Permit in their name. If this divesting i -s a
result of a foreclosure sale, in the past the City has transferred
the Harbor Permit from our existing permittee to the new property
owner and to subsequent transferees who have acquired the
property.
Barring unforeseen circumstances I'see no reason at this time why
Security Pacific National Bank' could not become the Harbor
Permittee if at some future date they should foreclose on Irvine
Company property adjacent to the marinas listed above. This is
all specifically spelled out in Section 17.24.030 of the Newport
Beach Municipal Code.
This letter will also serve to confirm that the permit listed
above is issued pursuant to Chapter 17-24 of Title 17 of the
Municipal Code and as of this.date the permit constitute the only
permit which the Irvine Company is required:�to obtain from the
City Marine Department in order to carry on its business as
presently conducted in connection with the marina. To my knowledge
the Irvine Company is in compliance with all relevant provisions
of the Municipal Code and any other City Council Policy Sections
administered by this department relating to its ownership and
operation of the marina.
Sincerely
Tony MelXm, Tidelands Administrator
3�00 Newport Boulevard, Newport Beach
ArOL 10 '87 11:45 SHEARMANi,- STERLING P
7zeo -Alt"
[Letterhead of the City of Newport Beach] Ard 2119eq,
[Oatel
Security Pacific National Bank
California Real Estate Industries Department
4000 MacArthur Boulevard, Suite 400
Newport Beach, California 92660
Attn: Ms. Marybeth Irwin
Assistant Vice President
Re: Harbor Permits For:
(1) Villa Marina (Permit No.
(2) Bayside Marina (Permit No. e41_1
(3) Bayshore Marina (Permit and
(4) Balboa Marina (Permit No. 0 01Z - 47 2,V-1
Ladies and Gentlemen:
This letter is beino written in connection with each
of the above -referenced harbor permits (the "Permits")_issued
by the-UlEy o7 Newport.BeaCk,i (the "City") to The Irvine
Com§aijy ("rtvine-11) in relation to the Villa Marina, Bayside
-75aysftorb Mari - na anff-531555 Marina (collectively,"EHe
MME,
-9W`ai'_:E=as7 __,e_6ch 'of which are located in Newport Beach,
da—lifornia,
The City of Newport Beach Municipal Code requires
that the Harbor Permit for structures bayward of private
property be in the name of the upland property owner or long
term lessee. If the upland property owners or long term
lessees should divest themselves of such private,property
ownership, they would no longer be able to retain the Harbor
Permit in their name. if this divesting is a result of a
foreclosure sale, in the past the City has transferred the
Harbor Permit from our existing permittee to the new property
owner and to subsequent transferees who have acquired the
property.
Ms. Marybeth Irwin 2
Barring unforeseen circumstances I see no reason at
this time why Security Pacific National Bank �the "Bank") or
any other Rer5on or ent't could not become the Harbor
Fermittee,,it at some re datetthe Bank o IaL.Qtbe:
person or enti Y 0 should acsuire ti -t -le to the upland Prourt
ini'ER oUqh toreclosure salip4 deed in lieu of
th
forecl.q;ur her trans e=��Q,n_neci'ion w -i:,,, ans,
,. -T
to be made rom time to time by the Bank to Irvine. This is
g=s59c1?1ca1-1y n ----Sect ion 17.24.030 of the
Newport Beach Municipal Code.
This letter will also serve to confirm that the
Permits were issued pursuant to Chapter 17.24 of Title 17 of
the Newport Beach Municipal Code and, as of this date, the
Permits constitute the only permits which Irvine is required
to obtain from the City in order to carry on its business as
presently conducted in connection with the Marinas. As of
the date hereof, Irvine is in compliance with all relevant
provisions of the Newport Beach Municipal Code and any other
Council Policy sections administered by this Department
relating to its ownership and operation of the Marinas.
Sincerely,
Tony Melum
Tidelands Administration
cc: Kristi L. Farrell
The Irvine Company
Janice H. Burrill, Esq.
Shearman & Sterling, Los Angeles
1z,Z 9- X -S-72,
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ow
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ry
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Ac
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-14
12,9-2572
Cfwps Of 8/28/89
9/25/89
Coastal
-BjECT TO
KRmiT WUED *u
DREDGE ;IA -1 ERIAL BEING
vds
HAUUD TC Srl::A--1 -90--c-u- Y -U —I-,-
pLA,CED oN BFACH
SPECIAL CONDMONS:
Corps Of Eq*mws PenTdt
Orww Cowty Pirmit
OHM
PERMIT LMM SUBXCr To
DREDGE MATERIAL BEING,
P/�4ULEDTCSEA---__2jLL__4
PLACED ON BEALN
-------------
WT -of —NiEwPoRT BrAd-H
HARBOR PERMIT
P ' EFHWISSION IS HEREBY GRANTED TO CONSTRUCT AMC
J.1,AINTAIN THE FACILITY SHOWN ON THE REVERSE HEREOF.
AT THE SrM INDICATED, SUBJECT TO Twr- P.10VISIONS op
THE HARBOR PERMIT POLICIE�; OF NEWPORT BEACH ANE -
ANY SPECIAL CONDITIONS L!STEV HZREON. THIS PERMVI
IS NOT TRANSFERABLE Wfft!C�UT THE Wrlla'TEN CONSENT 0:.
THE CITY H?,Rq0lj Cooll-OfUATOR OR CITY, COUNCIL. TH,
RIGHTS GIVEN UNDER THUS PERMIT ARE PERMis"SIVE. DNL't
AMID THIS PERMIT MAY SE REVOKED Eli' THE CITY COUNCIL
IN ACCORDANCE WITH TITLE THE MUNIWIPAL CODE.
U-ITY HAP,8QFf7-C-00RDjN;Tfo—jj
7-
FIEREFT No. DATE
SPECIAL CONDMONS:
Corps Of Eq*mws PenTdt
Orww Cowty Pirmit
OHM
PERMIT LMM SUBXCr To
DREDGE MATERIAL BEING,
P/�4ULEDTCSEA---__2jLL__4
PLACED ON BEALN
-------------
C/ r
u
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qj
A
06
is
VUCT&1JTY;: SX -E TCH,
Nswvpojwr'6AY, CAL WaaNiA
Jerry
below A -ICO -7 40sve'e. ZOOV,
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-1617RA Crclq,:�4,
40
r
CITY OF NEWPUkT SEACH
HARBOR PERMIT
PERMISSION is KGRERY C.RANteo to Coms-TRUCT Aw�
MAINTAIN THM FACII.:tY SHOWN 1094 THS. it I f I V�Vllsa HeRsOir
AT THE SITE WWCATFI), 9V 'C' T I' �� 0.
- 1 , 0 �S-i
THE HAQ9*Q PER-1r;9)'T P 0'jr
ANY, SPC;C'9tL
14 NOT, I �i;76..Ek
THE til.Y WARBOtl C�Daii.Dqr�-.,,Ti�;j C-pU-
Pk:PWSZ!Ve GO." L
AND THIS PERMIT IWAY U-11'� I'lliz C�Tv 'C*Lswcl�
r-jhL
(CITir mrksoi cooR I
,--- /;?-fl 2- 9�0
PERMIT -R-0. DATE
C I A
Corps rf 7
orange County Pennit
other. 2-2- -7 �F
e
e
CiTY OF NEWPORT BEACH, CALIF.
WX FORM 68.1010
NAME
ADDRESS OF PROPOSED FACILITY P . ERViT #
MAILING ADDRESS
TELEPHONE NO. FEE CHECK NO. DATE
APPROVED BY: DATE
AZA r; I z
APPLICATION IS HEREBY MADE FOR A HARBOR PERMIT TO
OCHD 1?f
CONSTRUCT/REVISE A �11-
1701,0---
ENGR
AT THE ABOVE LOCATION IN ACCORDANCE WITH THE CITY OF
7—
COUNCIL
NEWPORT BEACH PERMIT POLICIES AND THE ATTACHED DRAWING
-------------
BY
COMPANY
PUBLIC WORKS
DATED
DEPT.
ESCROW F1
DATE 2-7 I JT
INSPECTION
-9
ne-
SPECIAL CONnITIMIC-
CiTY OF NEWPORT BEACH, CALIF.
WX FORM 68.1010