HomeMy WebLinkAboutM2007-0050August 30, 2011 I%Qa�
First American Title Ins. Co. Attn: Patty Beverly
Fax 714.200.0519
Re- Pier Permit #200-919
919 Bayside Dr.
Escrow # 495-916
Dear First American Title Ins. Co.,
The Harbor Resources division has received the completed & signed application
and fee for the pier permit transfer. The pier inspection performed by our office
has determined that it meets City standards. The pier permit will be transferred
into the buyer's name. Thank you for your help.
For further assistance in this matter, please contact this office at 949.644.3044.
Sincerely,
A& -
b�d wavrwtf
Lisa Walters
Harbor Resources
**Date of Applicaton:
"Property Address:
-HARBOR PERMIT
TRANSFER APPLICATION
829 Harbor Island Drive
Newport Beach, CA 92660
949-644-3044
k t Permit Number: 9100 -9 107
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B C/A
**Buyer'sNames: L2qCf4:2_,;/7__ UC -1
Billing Address:
Telephone No.:
Buyer's Signatures -
"Seller's Names:
Seller's Signatures:
Joint Owner Signature:
6--� John N. Galardi, Manager
41
Co. L / �() X0 4/gj,!�-
"Escrow Company: 6nt AV&iCr'n Phone#
"Address 5 Arxedccv, &-xaju Ano, c�L J �L
"Escrow Number:
Closing Date (Estimate):
* *STARRED ITEMS -MUST BE COMPLETE TO -BEGIN THE PROCESS.-_
Inspection Date: , I I — Reinspection Date:
Fee Paid -
Application Complete:
Check No -
Harbor Resources SignaturelDate
Special Conditions: This permit is revocable by the City Council
in accordance with Title 17 of the Newport Beach Municipal Code.
**Date of Applicaton:
"Property Address:
HARBOR PERMIT
TRANSFER APPLICATION
829 Harbor Island Drive
Newport Beach, CA 92660
949-644-3044
kk Permit Number: -z�-9t9
Q (441M-40/7
"Buyer's Names: NeL&W2CL WuA:er-PM+ . I ChQ14A
Billing Address:
Telephone No.:
Buyer's Signatures:
"Seller's Names:
Seller's Signatures:
Joint Owner Signature:
Co.
**Escrow Company: IA-fr6. P h o e#
n
"Address 6 ELmL
**EscrowNumber: L44'z; -
Closing Date (Estimate):
Fax #:
*STARRED ITEMS -MUST BE COMPLETE TO -BEGIN THE PROCESS.
Inspection Date:
Fee Paid:
Application Complete:
Reinspection Date:
Check No -
Harbor Resources SignaturelDate
Special Conditions: This permit is revocable by the City Council
in accordance with Title 17 of the Newport Beach Municipal Code.
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Harbor Resources Department
Date: 10 1
Inspection Requested By:
Inspector:
Pier Address: C)(q 60L,�, dv
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CPierTransfer
T
GFI Present
Anti -Siphon / Backflow Present
Other Comments
Reinspection
Yes Need None Needed Yes Need
00
Eelgrass
Date Time Eelgrass Within 15' of Project
Eelgrass Within 15' - 30' of Project
No Eelgrass in Project Area
Pump Out
Pier Location
Yes No
Operational I I I
Recommended Action
EncroaGhmenet
Address of Complaining Party
Boat Description
CF Number
Location on Dock
Comments / Observations
Other Request
map C--,�Iput Page I of I
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HARBOR RESOURCES DIVI
829 Harbor Island "ve
Newport Beach, 9A)t266
(949) 644-3034 / F. -V(949) 72":
APPROVAL IN CONCE
APPROVAL IN CONCEPT BY THE OF NEA EACH s required for permit
p r_
application to the South Coa Regi I Commission rsuant to California
9
10
Administrative Code, Sections 13 10 and 1321
General Description of Propo�.�evelopment: )�emovQfiep lace seawall along
N. Bay Front, install 6' retgjEf wall, co-ftkruct 8'wide ��6ay, 2 gangway platforms
and 1 observation platfor/nAith piles suppo"king, crack Od spall repair along existing
whaler and coping alond P(romontory Bay.
jApplicant shall complk w ith the conditions e'ouncil Resolution 2008-2
1(attached), specificalIV #24, 25, 34, 47, 48. j
lPropertv Address: 91V Bayside Drive I I
Legal Description:
lHarbor Permit Nufter: 200-91,9- z I
Man Check Number: 087N2006 I
lAnDlicant: Randv Mason. URS/Clash and Associates I
IADWicant's M—AWmg-Ac[dress: 5-Z7-2�Bolsa Ave, STE 100, Huntin-qton Beach, CA 92649
I Phone Number: (714) 895-2072 1
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
/cKode, Title 17 and any applicable specific or precise plans or,
Ei 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:
XHas 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.
/-;-A1-i( EA)
6Ktfs Miller, Harbor Resources
June 13, 2008
Attachments:
Drawing
Page 2 of 2
INSPECTION FORM
Harbor Resources Department
Date:
Inspection Requested By:
Inspector: Don Duffy
Pier Address: 9/ 1;3
Pier Transfer
Reinspection
GFI Present Yes Need None Needed Yes Need
Anti -Siphon Backflow Present
Other Comments
Eelgrass
r] Eelgrass Within 15'of Project
a e
0 =Eelgras ithin 15'- 30' of Project
Eelgrass in Project Area
Pump Out
Pier Location
Yes No
Operational I I I
Recommended Action
Encroachmenet
Address of Complaining Party
Boat Description
CIF Number
Location on Dock
Comments / Observations
Other Request
11 1 �Zojo?�
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: Remove/replace seawall along
N. Bay Front, install 6' retaining wall, construct 8'wide walkway, 2 gangway platforms
and 1 observation platform with piles supporting, crack and spall repair along existing
whaler and coping along Promontory Bay.
Applicant shall comply with the conditions in Council Resolution 2008-2
(attached), specifically #24, 25, 34, 47, 48. 1
jProperty Address: 919 Bayside Drive
Legal Description:
lHarbor Permit Number: 200-919 1
IPlan Check Number: 0871-2006 1
jApplicant: Randy Mason, URS/Cash and Associates I
Applicant's Mailing Address: 5772 Bolsa Ave, STE 100, Huntington Beach, CA 92649
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:
"I" as 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.
Miller, Harbor Resources
November 20, 2008
Attachments:
Drawing
Page 2 of 2
,��Wvv
C�l - - - M.", I- - Y.
- - )-,(Fovco��
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3034 / Fax (949) 723-0589
Special Conditions
June 13, 2008
Property Address: 919 Bayside Drive
With reference to the plans currently under consideration to construct a public walkway, install
tie backs, platforms and piles, the following conditions will now be in effect.
1. The project proponent is aware of the Harbor Permit Policies and Title 17 of the City of
Newport Beach Municipal Code. The project proponent understands that the above
referenced structures are under the purview of these Policies and Codes.
2. Any future work on the above mentioned structures require permits with the City of Newport
Beach and any other applicable agencies. Painting and work considered to be cosmetic in
nature does not require a permit.
3. The conditions set forth in this document pertain to the proposed bulkhead system under
consideration. Any future modifications or alterations to the structures may require new
conditions which may override or change these conditions. These conditions supersede all
past conditions associated with this property. In addition, the conditions in Council Resolution
2008-2 (attached) shall also apply.
4. In accordance with Municipal Code 10.08.030 A. the project proponent shall obtain the
proper permits for equipment and materials storage. " Except as otherwise provided in this
section, no person shall use any public street, sidewalk, alley or parkway or other public
property for the purpose of storing or displaying any equipment, materials or merchandise, or
any other commercial purpose. B. Public streets, sidewalks, alleys, or parkways may be used
for the purpose of selling, storing, or displaying any equipment, material, merchandise or for
other commercial purposes in the following cases:.. For the temporary storage of construction
equipment or material provided a permit is issued pursuant to Chapter 12.62 of this Code and
the storage is consistent with provisions of the Uniform Building Code."
Page 1 of 2
5. In accordance with Municipal Code 10.28.040 the following noise regulations apply: "A.
Weekdays and Saturdays. No person shall, while engaged in construction, remodeling,
digging, grading, demolition, painting, plastering or any other related building activity, operate
any tool, equipment or machine in a manner which produces loud noise that disturbs, or could
disturb, a person of normal sensitivity who works or resides in the vicinity, on any weekday
except between the hours of seven a.m. and six -thirty p.m., nor on any Saturday except
between the hours of eight a.m. and six p.m. B. Sundays and Holidays. No person shall, while
engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any
other related building activity, operate any tool, equipment or machine in a manner which
produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or
resides in the vicinity, on any Sunday or any federal holiday."
Chris Miller, Harbor Resources Manager Date
Applicant Signature Print Name Date
Page 2 of 2
RESOLUTION NO. 2008- 2
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT
BEACH AMENDING NEWPORT TRACT MAP NO. 2004-001
(TENTATIVE TRACT MAP NO. 15323) FOR PROPERTY LOCATED AT
919 BAYSIDE DRIVE (PA 2007-166)..
. WHEREAS, on November 3, 2005, the Planning Commission adopted
Resolution No. 1679 recommending that the City Council approve Code Amendment
No. 2005-007, The Bayside Residential Planned Community Development Regulations
(PC Development Plan), Newport Tract Map No. 2004-001, and Coastal Residential
Development Permit No. 2005-001, and adopt a Mitigated Negative Declaration (SCH
No. 2005-061019) for development of a 17 -lot single -unit residential subdivision located
at 919 Bayside Drive (Project); and
WHEREAS, on March 14, 2006, the City Council adopted Resolution No. 2006-
20 approving Newport Tract Map.No. 2004-001 to subdivide the property and adopted
Ordinance No. 2006-6 (approving Code Amendment No. 2.005-007 and the PC
Development: Plan) to establish a Planned Community (PC) zoning designation for the
property and provide development regulations for the Project and new PC zone; and
WHEREAS, an application was' filed by UGS Development Inc. to amend
Newport Tract Map No. 2004-001 in order to comply with the conditions of the Coastal
Development Permit for the Project; and
WHEREAS, on December 6,- 2007, the Planning Commission considered the
application at a noticed public hearing held in the City Hall Council Chambers, 3300
Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of
the hearing was given in accordance with the Municipal Code. Evidence, both written
and oral, was presented to, and considered by, the Planning Commission at the
meeting, and
WHEREAS, the Planning Commission voted (7-0) to recommend approval of the
tract map amendment; and
WHEREAS, on January 8, 2008 the City Council considered the tract map
amendment at a. noticed public hearing held in the City Hall Council Chambers, 3300
Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of
the hearing was given in accordance with the Municipal Code. Evidence, both written
and oral, was presented to, and considered by, the City Council at the meeting; and
WHEREAS, the tract map amendment is necessary to implement the conditions
of approval of the Coastal Development Permit for the Project; and
WHEREAS, the tract map amendment is minor in nature, consistent with the
intent of the original tentative map approval, does not result in an increase in density or
intensity, and does not create any additional environmental impacts beyond those
analyzed in the Mitigated Negative Declaration for the Project.
NOW, THEREFORE, BE. IT RESOLVED:
. Section 1. The City Council hereby approves Newport Tract Map No. 2004-
001, as amended, dated November 20, 2007, and subject to the revised Conditions of
Approval as set forth in Exhibit "A" attached hereto and made part hereof.
PASSED, APPROVED AND ADOPTED THIS 8th DAY OF JANuARY 2008. s
ATTEST:
(2- 64-71� M.
CITY CLERK
Henn, Rosansky, Daigle, Webb,
AYES, COUNCIL MEMBERS Curry, Gardner, Mayor Selich
NOES, COUNCIL MEMBERS None
ABSENT COUNCIL MEMBERS None
MAYOR
City of Newport Beach
City Council Resolution No.
Page 3 of 16
Exhibit "N'
Conditions of Approval
The following conditions shall apply to all development pursuant to the Bayside Planned
Community Development Regulations and are adopted as conditions of.approval of
Newport Tract Map No. 2004-001 (Tentative Tract Map No. 15323):
Water service to the Planned Community will be furnished by the City of Newport
Beach. Each dwelling unit/building shall be served with an -individual water
service lateral connectiori to the public water system unless otherwise approved
by the Public Works Department and the Building Department.
2. Sewage disposal service facilitiesto the Planned Community will be provided by
the City of Newport Beach and the Orange County Sanitation District. Each
dwelling unit/building shall be served with an individual sewer service lateral
connection to the public sewer system unless otherwise approved by the Public
Works Department and the Build ing Department.
3. Grading and erosion control shall be carried. out in accordance with the
provisions of Coastal Development Permit 05-06-145, and the City of Newport
Beach Grading Ordinance and shall be subject to permits issued by the Building
and Planning Departments.
4. The developer shall comply with theCitys water quality and on-site non -storm
runoff retention requirements by the preparation and approval by the City of a
Stormwater Pollution Prevention Plan (SWPPP), consistent with Special
Condition 9 of Coastal Development Permit 05-06-145. Existing drainage outlets
within the existing bulkheads that discharge on-site runoff into the Bay shall -be
modified to meet the Citys on-site runoff water quality requirements.
5. Fire equipment access walkways, streets, gangplanks, and dock ways shall be
designed to meet exiting and fire protection requirements as specified by the
California Building Code and shall be subject to review and approval by the City.
Newport Beach Building and Fire Departments.
6. Street, drainage and utility improvements shall be submitted on City standard
improvement plan formats. All of the plan sheets shall be prepared by California
licensed professionals responsible for the designs shown on the Plans.
7. All improvements authorized by Coastal Development Permit 05-16-145 shall be
subject to review and approval by the City of Newport, Beach Public Works
Department.
City of Newport Beach
City Council Resolution No.
Page 4 of 16
8. The California Vehicle Code shall be enforced on the publicly accessible,
privately owned and maintained streets and drives, and delineation acceptable to
the Police Department and Public Works Department shall be provided along the
sidelines of the streets and drives.
9. - Curb -side collection of refuse shall be subject to City of Newport Beach approval.
10. The design of public access improvements shall provide for full public access 24 -
hours a day, 7 -days a week to'100% of the bay frontage along Promontory Bay
Channel and Balboa Channel. The existing walkway along the Promontory
Channel shall be improved to provid a minimum width of eight (8) feet
unobstructed passage and a planter, two feet in width,. extending the length of
the walkway. A new, on -land and cantilevered public walkway along the water
front shall be eight (8) feet clear and shall be constructed to meet all ADA
standards as shall the new ramp connecting this walkway with the existing
floating walkway.
11. A 1246ot wide concrete sidewalk/bike path behind the street curb face shall be
provided along the Bayside Drive frontage.
12. All on-sit.e common area improvements such as parks, docks, and entry, all on-
site drainage, sanitary sewer, water, and electrical systems shall bib owned or
leased, operated and maintained by the HOA.
13. All overhead utilities serving the P -C shall be made underground.
14. The developer shall be required to submit a sign plan for review by the Planning
Department for conformity with Chapter 20.67 of the Zoning Code. The sign plan
shall be consistent with Special Conditions 5 and 6 of Coastal Development
Permit 05-06-145. The sign plan shall include informational signs at the access to
Lot B from Bayside Drive right-of-way, at the juncture of the Promontory Bay
accessway on Lot B with the on -land and cantilevered accessway along the Bay,
and at the location where the prolongation of the easterly property line of the
subject property intersects. with the floating dockway clearly identifying such
improvements as public walkways and inviting pedestrians. Sign text and
graphics are subject to review and approval of the Planning Director.
15. The project is subject to all applicable City ordinances, policies, and standards,
unless specifically waived or modified by the Planned Community. District
Regulations.
16. The development shall be in substantial conformance with the approved Tentative
Tract Map, wilth a revision date of December 20, 2007, and approved by Coastal
Development Permit 05-06-145.
City of Newport Beach
City Council Resolution No.
Page 5 of 16
17. The applicant is required to obtain all applicable permits from the City Building and
Fire Departments.
18. The applicant shall comply with all federal, state, and local laws. Material
violation of any of those laws in connection with the use may be cause for
revocation of this Use Permit.
19. This approval was based on the particulars of the individual case and does not in
and of itself or in combination with other approvals in the vicinity or Citywide
constitute a precedent for future approvals or decisions.
20. Should this. site be sold or othermse come under different ownership or be
operated by a different entity than the applicant, any future owners, assignees or
operators shall be notified of the conditions of this approval by the current owner or
leasing company.
21. No dwelling other than one, single-family, detached dwelling may be constructed on
any buildable lot created by Tentative Tract Map 15323. No dwelling may exceed a
height of twenty-eight (28) feet as measured consistent with Municipal Code
Section 20.65.030, "Measurement of Height". For this purpose, "grade" shall be the
respective pad elevations shown on the Tentative Tract Map. These restrictions
shall be included. in the Conditions, Covenants, and Restrictions (CC&R's) which
shall be prepared and recorded with the County Clerk at the time a Final Map is
recorded.
22. Boat slips fronting the project site shall be operated as a residential marina for the
residential leaseholds of the Bayside Residential Planned Community. The slips
shall not be rented to anyone who is not a resident of the Bayside Residential
Planned Community. These. restrictions shall be incorporated into Conditions,
Covenants, �and Restrictions (CG&R`s) which shall be prepared and recorded with
the County Clerk.
23.. The applicant shall prepare architectural guidelines that will apply to the design of
all dwellings proposed for construction on lots created by Tentative Tract Map
15323, approved together with this Use Permit. The architectural guidelines shall
be subject to review and approval of the. Planning Director. The architectural
guidelines shall be incorporated into Conditions, Covenants, and Restrictions
(CC&Ws) which shall be prepared and recorded with the County Clerk at the time a
Final Map is recorded. The CC&R's shall require . that all dwellings and
improvements comply with the architectural guidelines.
24. The applicant shall prepare plans for construction of public access improvements
on Lot B including the public walkway improvements a[ . ong Promontory Bay, the on -
land and cantilevered walkway along the existing bulkhead, the ramp connecting
the on -land and cantilevered walkway with the existing floating dockway, and
related improvements consistent with revised Tentative Tract Map 16323 as
City of Newport Beach
City Council, Resolution No.
Page 6 of 16
necessary to comply with handicapped access requirements of the California
Building Code and to enhance pedestrian safety and improve the Visual character
of public access through inclusion of lighting, railings, and other appropriate
improvements. The plans shall be consistent with Coastal Development Permit 05-
06-145 and developed, in consultation with the City 's Harbor Resources Division
and subject to final approval by Harbor Resources, Public Works, and Planning.
25. The on -land and cantilevered walkway and ramp shall be designed to meet
exiting and fire protection requirements as specified by the applicable Codes and
shall be subject to review and approval by the Newport Beach Building, Fire, and
Harbor Resources Departments.
26. The proposed project shall conform to the requirements of the California Building
Code, any local amendments to the CBC, and State Disabled Access
requirements, unless otherwise approved by the Building Department.
27. All work conducted within the public right-of-way shall be approved under an
encroachment permit issued by the Public Works Department.
28. All mechanical equipment shall be screened from view of adjacent properties and
adjacent public streets within the limits authorized by this permit, and shall be
sound attenuated in accordance with Chapter 10.26 of the Newport Beach
Municipal Code, Community Noise Control.
29. A sign plan, consistent with Coastal Development Permit 05-06-145 shall be
submitted for review.for conformity with Chapter 20.67 of the Zoning Code. The
final location of the signs shall be reviewed by the City Traffic Engineer and shall
conforrn to City Standard 110-L to ensure that adequate sight distance is
provided.
30. Temporary signs shall be prohibited in the public right-of-way unless otherwise
approved by the Public Works Department in conjunction with the issuance of an
encroachment permit or encroachment agreement.
31. The Developer shall file one (1) Final Tract Map (Map).
32. The Map shall be prepared on the California coordinate system (NAD88). Prior
to recordation of the Map, the surveyor/engineer preparing the Map shall submit
to the County Surveyor and the City of Newport Beach a digital -graphic file of
said map in a manner described in the Orange County Subdivision Code and
Orange County Subdivision Manual. The Map to be submitted to the City of
Newport Beach shall comply with the City's CADD Standards. Scanned images
will not be accepted.
33. The Final Map
shall
include reconfigured
Lots
C and
D that encompass the
perimeter wall
to be
reconstructed along
the
Bayside
Drive frontage and a
City of Newport Beach
City Council Resolution No.
Page 7 of 16
landscaped: area, minimum 6 -feet in width, measured between the back of the
existing public sidewalk as shown on the Tentative Tract Map and the face of the
reconstructed perimeter wall.
34. The De�eloper of the Bayside Planned Community shall obtain and maintain a
.valid Harbor Permit for the continued operation and maintenance of the existing
or future docks, gangplanks and other dock related improvements. This Harbor
Permit shall be transferred to the Homeowners Association (HOA) for the
Bayside. Planned Community upon its creation. As a condition to the Harbor
Permit, the fee owner and leasehold owner shall execute an agreement to
provide and maintain public access as identified within these Planned
Community -Distdct Regulations and these conditions of approval.
35. The Final Map shall be revised to provide a lettered lot coterminous with the
cantilevered public walkway along Lots 3-9. Said lot shall be owned and
maintained by the Home Owners Association for public access purposes and
said lot shall not be obstructed or used for other purposes.
36. Pdor torecordation, the Map shall tie the boundary of the map into the Hodzontal
Control- System established by the County Surveyor in a manner described in
Sections 7-9-330 and 7�9-337 of the Orange County Subdivision Code and
Orange County Subdivision Manual, Subarticle 18. Monuments (one inch Iron
pipe with tag) �hall be set On Each Lot Comer unless otherwise approved by the
City Engineer. Monuments shall be protected in place if installed prior to
completion of construction project.
37. A hydrology and hydraulic study shall be prepared by the applicant and approved
by the Public Works Department, along with a master plan of water, Sewer and
storm drain facilities for the on-site improvements prior to recording of the Map.
38. Submit written documentation from the holders of the various existing easements
shown on the Tentative Tract Map as being relocated or replaced ore
relinquished that they have reviewed and agreed with the. quitclaim of their
respective. easements as proposed by the Developer.
39. Easements for public ingress/egress, weekly refuse service, and public utility
purposes on all publicly accessible, privately owned and maintained streets and
drives shall be dedicated to the City. Said easements shall be shown on the tract
maps.
40. No structures shall be constructed within the,limits of any utilities easements.
41. All applicablefees shall be paid prior to the City approval of the Final Tract Map.
City of Newport Beach
City Council Resolution No.
Paae 8 of 16
42. Construction surety in a form acceptable to the City, guaranteeing the completion
of , the various required public improvements, shall be submitted to the Public
Works Department prior to the City approval of the Final -Tract Map.
43. All improvements within the public right-of-way shall be designed and
constructed per City Standards.
44. In the event that private construction work damages - existing pu blic
improvements surrounding the site,.the Public Works Inspector at his discretion
will require additional public works reconstruction work as needed.
45. The centerline of the curb access ramps proposed at the development site
entrance shall parallel With the Bayside Ddve roadway alignment.
46. The construction of bulkhead and gangways requires separate plan check and
perrnits.
47. The construction.of bulkhead and gangways. shall be performed only during
periods of low tide. Plastic sheeting shall be placed below the work location to
collect the fallen construction debris. The collected debds shall be removed and
disposed of at the end of each workday.
48. Prior to the construction of bulkhead and gangways, a determination shall be
made by a qualified biologist as to the existence of eelgrass surround ing/nearby
the work site. In case of eelgrass, the Developer shall coordinate with the Citys
Harbor Resources Division to apply for and obtain the required permits from The
US Army Corps of Engineers, The US Wildlife and Fishery Service, The
California Coastal Commission, and other agencies for the work.
49. All improvements shall be designed and constructed in accordance with the
current edition of the City Design Criteria, Standard Special Provisions, and
Standard Drawings.'
50. Street, drainage and utility improvements shall be submitted on City standard
improvement.plan formats. All of the plan sheets shall be prepared by California
licensed professionals responsible forthe designs shown on the Plans.
51. All on-site drainage, sanitary sewer, water, and electrical systems shall be
owned, operated, and maintained. by the Homeowners Association.
52. There are existing drainage outlets within the existing bulkheads that discharge
on-site runoff into the Bay. Submit details on the disposition of these existing
drainage outlets. If these outlets are to remain in place, submit details as to how
these outlets will be modified to meet the CIVs on-site runoff retention water
quality requirements.
City of Newport Beach
City Council Resolution No.
Page 9 of 16
53. Details shall be provided as to how the development will comply with the City's.
water quality and on-site non -storm runoff retention requirements.
54. All storm drain and sanitary sewer mains shall be installed with MacWrap.
55. ADA compliant curb access ramps shall be constructed at all interior curb
returns.
56. Each dwelling unit/building shall be served with an individual water service and
sewer lateral connection to the public water and sewer -systems unless otherwise
approved.by the Public Works Department and the Building Department.
57. The intersection of the street with Bayside Drive shall be designed to provide
sight distance for a secondary roadway per City of Newport Beach Standard
Drawing STD -110-L. Slopes, - landscaping, walls, signs and other obstructio ns
shall be considered in the sight distance requirements. Landscaping within the
sight lines (sight cone) shall not exceed 24 -inches in height and the monument
identification sign must be located outside the line of sight cone. The sight
distance may be,modified. at non-critical locationsi subject to approval by the
Traffic Engineer.
58. Provide details on the vehicular turnaround area for garaged vehicles exiting Lots
No. 3, No. 9 and Lot No. 15 and revise as required by the City Engineer.
59. On-site parking, vehicular circulation and pedestrian circulation system shall be
subject to further review by the City Traffic Engineer.
60. Provide Class III standpipe system at existing dock. Remove 2 %connections at
the bulkhead.
61. Provide fire department connection for docks on Bayside . Drive. Fire Department
connection shall be located within 150 feet of a public hydrant on same side of
street.
62. Automatic fire extinguishing system required for residential units when the total
floor area exceeds 5,000 square feet.
63. Minimum width at entrance shall be 14 feet clear.
64. Turning radius for fire apparatus shall not be less than. 20 feet inside radius and
40 feet outside radius. Show on plan.
65. Any obstructions in required. fire access roadways, including speed bumps and
speed humps, are prohibited.
66. Provide on-site public fire hydrants.
City of Newport Beach
City Council Resolution No.
Page 10 of 16
67. Prior to the issuance of grading permits, the site shall be examined to determine
the existence. and extent of archaeological and paleontological resources in
accordance with adopted City policies.
68. Prior to the issuanceof gradinc /building permits, the final design of all required
L
off-site right of way improvements shall be reviewed and approved by the Public
Works Department and Traffic Engineer.
69. Prior to the issuance of aradinq perrnits, the applicant shall prepare a
construction phasing plan and construction delivery plan that. includes routing of
large vehicles. The plan shall include a haul route plan for review and approval of
the Public Works Department. Said plan shall specify the routes to be traveled,
times of travel, total number of -trucks, number of trucks -per hour, time of
operation, and safety/congestion precautions (e.g., signage, flagmen). Large
construction vehicles shall not be permitted to travel � narrow streets and alleys as
determined by the Public Works Department. Traffic control and transportation of
equipment and materials shall be conducted in accordance with state and local
requirements.
70. Prior to the issuance of individual building permits, the applicant shall provide
designs for building foundations.and slabs appropriate to mitigating liquefaction
hazard.
71. Prior to the issuance of grading, the applicant shall provide results. from an
inspection by a qualified engineer indicating the condition of the bulkheads and
tiebacks and make repairs to same as necessary..
72. Prior to the issuance of a grading permit, a Stormwater Pollution Prevention Plan
(SWPPP) shall be prepared and approved by the City of Newport Beach as the
local permitting agency in accordance with the requi remehtS of the Regional
Water Quality Control Board (RWQCB). The SWPPP shall include BMPs to
eliminate and/or minimize stormwater pollution prior to, and during construction.
The SWPPP shall require construction to occur in stages and stabilized prior to
disturbing other areas and require the use of temporary diversion dikes and basins
to trap sediment from run-off and allow clarification prior to discharge.
73. Prior to the issuance of a girading permit, the applicant shall prepare a Water
Quality Management Plan (WQMP) specifically identifying the Best Management
Practices (BMP's) that will be used on site to control predictable pollutant runoff.
The plan shall identify the types of structural and non-structural measures to be
used. The plan shall comply with the Orange County Drainage Area
Management Plan (DAMP). Particular attention should be addressed to the
appendix section "Best Management Practices for New Development." The
WQMP shall clearly show the locations of structural BMP's, and 'assignment of
long terrn maintenance responsibilities (which shall also be included in the
City of Newport Beach
City Council Resolution No.
Page 11 of 16
Maintenance Agreement). The plan shall be prepared to the fon-nat shown in
"Attachment C" of the DAMP title "Water Qual . ity Management Plan Outline" and
be subject to the approval of the City.
74. Prior -to the issuance of a grading permit, the.applicant shall obtain a NPDES
permit. The applicant shall incorporate storm water pollutant control into erosion
control plans using BMPs to the maximum extent possible. Evidence that proper
clearances have been obtained through the State Water Resources Control
Board shall be given to the Building Department prior to issuance of grading
permits.
75. Prior to the issuance of a grading permit, the applicant shall submit evidence to
the City Building Official that the applicant has obtained coverage under the
.NPDES statewide General Construction Activity Stormwater Perrnit from the
State Water Resources Control Board.
76. Prior to issuance of a grading r)ermit, the project applicant shall document to the
City of Newport Beach Building Department that all facilities will be designed and
constructed to comply with current seismic safety standards and the current City -
adopted version of the California Building Code.
77. Prior to issuance. of a grading permit, a geotechnical report shall be submitted
with construction drawings for plan check. The B uilding Departmen - t shall ensure
that the project complies with the geotechnical recommendations included in the
"Geotechnical Investigation" (Petra, 2004), as well as additional requirements, if
any, imposed by the Newport Beach Building Department.
78. Prior to issuance of a grading permit, the applicant shall provide written evidence
to the Planning Director that a qualified archaeologist has been retained to
observe grading activities and conduct salvage excavation of archaeological
resources as necessary. The archaeologist shall be present at the pre -grading
conference, shall establish procedures for archaeological resource surveillance,
and shall establish, in cooperation with the applicant, procedures for temporarily
halting or redirecting work to- permit the sampling, identification and evaluation of
Ahe artifacts as appropriate. If additional or unexpected archaeological features
are discovered, the archaeologist shall report such findings to the applicant and
to the Planning Department. If the archaeological resources are found to *be
significant, the archaeological observer shall determine appropriate actions, I n
cooperation with the applicant, for exploration and/or salvage.. These actions, as
well as final mitigation and disposition of the resources, shall be subject to the
approval of the Planning Director.
79. Prior to issuance of a grading permit, the applicant shall provide written evidence
to the Planning Department that a qualified paleontologist has been retained to
observe grading activities and salvage fossils as -necessary. The paleontologist
shall be present at the pre -grading conference, shall establish procedures for
paleontological resource surveillance, and shall establish, in -cooperation with the
. City of Newport Beach
City Council Resolution No,
Page 12 of 16
applicant, procedures for temporarily halting or redirecting work to permit the
sampling, identification and evaluation of fossils. If major paleontological
resources are discovered which require long term baiting or redirecting of
grading, the paleontologist shall report such findings to the applicant and to the
Planning Department. The paleontologist shall determine appropriate actions, in
cooperation With the applicant, which ensure proper exploration and/or salvage.
These actions, as well as final mitigation and disposition of the resources, shall
be subject to the approval of the Planning Director.
80. Prior to the issuance of a building permit, a detailed acoustical analysis shall be
prepared by a. qualified acoustical consultant and submitted to the. City. This
acoustical analysis shall describe and quantify the noise sources impacting the
area and the measures required to me- et the 65 CNEL exterior residential noise
standard. The final grading plans shaff incorporate the noise barriers required by
the analysis and the property owner/developer shall install these barriers.
81. Prior to the issuance of a grading or building demolition perrnit, the applicant
shall submit an asbestos abatement and removal plan to the City Building Official
for approval. The abatement and removal plan shall comply -with notification and
asbestos removal procedures outlined in SCAQMD Rule 1403 to reduce
asbestos related health issues.
82. Prior to the issuance of a demolition permi , the applicant shall submit a lead-
based paint abatement and removal. plan in accordance with all . applicable
federal, state, and local regulatory requirements to the City Building Official for
approval.
83. Prior to the issuance of a grading or building permi , the applicant shall submit an
Erosion and Sediment Control Plan (ESCP) in a -manner meeting approval of the
City Building Official, to demonstrate compliance with local and . state water
quality regulations for grading and construction activities. The ESCP shall
identify howall construction materials, wastes, grading or demolition debris, and
stockpiles of soil,. aggregates, soil amendments, etc. shall be properly covered,
stored, and secured to prevent transport into local drainages or coastal waters by
wind, rain, tracking, tidal erosion, or dispersion. The ESCP shall also describe
how the applicant will ensure that all Best Management Practices (BMPs) will be
maintained during construction of any future public right-of-ways. A copy of the
current ESCP shall be kept at the project site and be available for City of
Newport Beach review on request
84. Prior to the issuance of a building permit, the applicant shall submit a landscape
and irrigation plan prepared by a licensed landscape architect for review and
subsequent approval by the Planning Director upon deten-nination that the
landscape plan is consistent with City standards and policies. The landscape and:
irrigation plan shall include landscaping and irrigation within the Bayside Drive
right-of-way between the back of public sidewalk and.the boundary of the Tract
City of Newport Beach
City Council Resolution No.
Paqe 13 of 16
Map. These plans shall incorporate drought tolerant plantings and water efficient
irrigation practices, and the plans shall be approved by the Planning Department,
General Services Department and Public Works Department. All planting areas
shall be provided with a permanent underground automatic sprinkler irrigation
system of a design suitable for the type and arrangement of the plant materials
selected. The irrigation system shall be adjustable based upon either a signal
from a satellite or an on-site moisture -sensor. Planting areas adjacent to
vehicular activity shall be protected by a continuous concrete curb or similar
permanent barrier. Landscaping shall be located so as not to impede vehicular
sight distance to the satisfaction of the Traffic Engineer.
85. Prior the issuance of a building permi , the project shall be reviewed by the
..Building Department to verify compliance with the following requirements:
a. Project design must comply with the California Building Code seismic
design criteria.
b. Structure setback must comply with either the California Building Code or
the Orange County Grading Manual.
c. Any imported soil for general grading shall have an Expansion Index of
less than 60.
d. Control site drainage.
e. Design footing embedments; to resist the effects of expansive soil.
f. Maintain a proportionately high dead load component on foundations.
g. Over-eXGavate and moisture soils condition below foundations, floor slabs
and hardscape.
h. Use of articulation and reinforcement of concrete slabs and footings.
I. Use of rigid foundation and floor slabs.
86. Prior to the issuance of a building oermit, the project shall be reviewed by the
Building Department to verify compliance with the following requirements:
a. Provide on-site hydrants.
87. Prior to the.issuance of a certificate -of occupangy, the applicant shall schedule
an inspection by the Code and Water. Quality Enforcement Division to confirm
that all landscaping materials and irrigation systems. have been installed in
accordance with the approved plans.
88. Prior to. issuance of the certificate of occupancy or final- of building permits, the
applicant shall schedule an evening inspection by the Code and Water Quality
Enforcement Division to confirm control of light and glare as specified in these
conditions.
City of Newport Beach
City Council Resolution No..
Page 14 of 16
89. During construction of the proposed improvements:
a. construction vehicles shall not block roadways on any roads adjacent to
the project site or any of the roads leading to or from the project site;
b. construction equipment will be properly maintained at an off-site location
and includes proper tuning and timing of engines. Equipment
maintenance records and equipment- design specification data sheets
shall be kept on-site during construction, -
C. all contractors will be advised not to idle construction equipment on site for
more than ten minutes;
d. on-site diesel fueled construction equipment will be fueled with aqueous
diesel fuel;
e. cover all trucks hauling soil, sand, and other loose materials, or require all
trucks to maintain at least two feet of freeboard;
f. pave, water (three times daily), or apply non-toxic soil stabilizers on all
unpaved access. roads, parking areas, and staging areas at construction
sites;
9. sweep all paved access roads, parking areas, and staging areas at
construction sites daily with water sweepers;
h-. Sweep streets daily with water sweepers if visible soil material is carried
onto adjacent public streets;
L Hydro seed or apply non-toxic stabilizers to inactive construction areas;
j. enclose, cover, water (twice daily), or apply non-toxic soil binders to
exposed stockpiles (dirt, sand, etc.);
-limit traffic speeds on unpaved roads to 15 miles per hou ,
k. 17
1. install sandbags or other erosion control measures to prevent silt runoff to
public roadways during;
M. replant vegetation in disturbed areas as quickly as possible;
n. all construction equipment shall be properly tuned and maintained;
0. contractors shall.maintain and operate construction equipment so as to
minimize exhaust emissions;
p- trucks and vehicles in loading or unloading queues shall not idle;
q. construction activities shall be staged and scheduled to avoid emissions
peaks, and discontinued during second -stage smog alerts
90. During construction of the, proposed improvements, in accordance with Public
Resources. Code 5097.94, if human remains are found, the Orange County
coroner must be notified within 24 hours of the.discovery. -if the coroner
determines that the remains are not recent, the coroner will notify the Native
American Heritage Commission- in Sacramento to determine the most likely
descendent for the area. The designated Native American.representative then
deterrnines in consultation with the property owner the disposition of the human
remains.
City of Newport Beach
City Council Resolution No.
Page 15 of 16
91. The applicant shall be responsible for the payment of all administrative costs
identified by the Planning Department within 30 days of receiving a final notification
of costs or prior to the issuance of a Building Permit.
92. All landscape materials and landscaped areas shall be installed and maintained
in accordance with the approved landscape plan. All landscaped areas shall be
maintained in a healthy and growing condition and shall receive regular pruning,
fertilizing, mowing and trimming. All landscaped areas shall be kept free of
weeds and debris. All irrigation systems shall be kept operable, including
adjustments, replacements, repairs, and cleaning as part of regular maintenance.
93. Prior to issuance of any Certificate of Occupanc , applicant shall provide an
agreement, in form acceptable to the City Attorney, which provides for
maintenance of landscaping within the Bayside Drive right-of-way between the
back of public sidewalk and the boundary of the Tract Map. The agreement shall
include right of entry to the right-of-way for the benefit of the applicant, the
Homeowners association, and any successors for purposes of maintaining the
landscaping.
94. Prior to issuance of any Certificate of Occupanc , applicant shall complete
construction of public access improvements including the walkway along
Promontory Bay, the on -land and cantilevered walkway across and along the
bulkhead, and the ramp connecting this walkway to the existing floating walkway.
95. Prior to issuance of a Certificate of Occupangy for the first dwelling constructed in
the tract, applicant shall provide an agreement, in form acceptable to the City
Attorney, which provides for maintenance of the pedestrian accessways on. Lot
"B", for the ramp extending from such accessways to the floating dock, for the
floating dockway, and for related improvements by the Homeowners Association.
The agreement shall include right -of -entry to the City's propertyfor the benefit of
the applicant, the Homeowners Association, and any successors for.purposes of
maintaining the improvements.
96. Prior to issuance of any Certificate of Occupan , applicant shall provide a
disclosure statement, in form acceptable to the City Attorney and to the Planning
Director, which shall be provided to each prospective lessee of one of the 17 lots
.in the subdivision advising of the potential noxious characteristics of the nearby
boatyard which could adversely affect the prospective lessee's enjoyment of the
property. The disclosure statement shall be included and recorded: with the
Conditions, Covenants, and Restrictions at the County Recorder's Office and
each lessee shall be required to acknowledge receipt of the disclosure
statement, in writing, prior to executing a lease and the written acknowledgement
shall be recorded together with the lease agreement with the County Recorder.
97. Prior to recordation of the Final Tract- Map, applicant shall provide an instrument,
in. form acceptable to the City Attorney, dedicating an easement for public access
City of Newport Beach
City Council Resolution No.
Paae 16 of 16
over and across the on -land and Gantilevered walkway on the bulkhead at the
southerly boundary of the Tract, the pedestrian ramp extending from the walkway
on the bulkhead to the floating walkway, and that portion of thefloating walkway
shown on the Tract Map and necessary to provide pedestrian access from the
pedestrian ramp to the floating dockway on the adjacent property to the east. -
(qqqj 5-35q
Eelgrass Survey Reporting Form
(Version 1.0, June 20, 2003)
This form is required to be submitted for any surveys conducted for the eelgrass, Zostera
marina, that are required to be conducted under federal or state permits and authorizations
issued by the U.S. Army Corps of Engineers and the Coastal Commission. The form has been
designed to assist in identifying eelgrass while ensuring that the required information is
consistently documented. Surveys required to be conducted for this species are subject to
modification through publication of revisions to the eelgrass survey policy. It is incumbent upon
the authorized permittee to ensure that survey work is following the latest protocols. For further
information on these protocols, please contact: Robert Hoffman, National Marine Fisheries
Service, (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858)
467-4218).
Site Name:
919 Bayside Drive, Newport Beach
common reference)
Survey Contact:
IMark
n e, phone, e"mail)
Sites (949) 675-1071 marklsites@yahoo.com
Permit Reference:
(ACOE Permit No., RWQCB
Order or Cert. No.)
ACOE RGP #54
Hydrographic System:
(bay, estuary, lagoon, or
harbor)
Lower Newport Harbor
Specific Location:
(west end) (eastend)
(UTM, Lat./Long., datum,
N 33 36.5879 to N 33 36.581'
accuracy level, attach
W 117 53.644' W 117 53.563'
electronic survey area map if
possible)
Was Eelgrass Detected:
Yes. Eelarass was found at this site.
2a_No, Eelgrass was not found at this site within 15' of the project.
escription of
Permitted Work:
Bulkhead replacement
(describe briefly the work to
be conducted at the site under
the permits identified above)
Desciiption of Site:
Depth range:
(describe the physical and
+0.5' to —6'MLLW
biological conditions within
the survey area at the time of
the survey and provide insight
into variability, if known.
Please provide units for all
numerical information).
I
Lubstrate
Isilt
t e:
over sand
Temperature
fUnity:
NA
Dominant
flora:
A small patch of eelgrass at > 30' from the project.
Dominant
fauna:
Mussels and oysters on dock floats and bulkhead.
Exotic
species
encountered:
None
10ther site
11
Fescription
jr-one
piotes:
Description of Survey
Survey date
Effort:
and time
October 30, 2008 1630 (low tide observation)
(please describe the surveys
period.-
October 31, 2008 1120-1245 (SCUBA survey)
conducted including type of
survey (SCUBA, remote
video, etc.) and survey
metliods employed, date of
work, and survey density
(estimated percentage of the
bottom actually viewed).
Describe any limitations
encountered during the
survey efforts.
Horizontal
5' at 20' from the bulkhead, 2' at 20'-30' from
visibility in
bulkhead
I
water.,
Survey type
SCUBA survey utilizing two transects by a tethered
and methods:
diver guided by a surface observer walking parallel to
the bulkhead. In addition, the area between the
bulkhead and dock head walk was observed at low
kide.
Survey
personnel:
Mark Sites assisted by Mary Price
� rvey
ensity:
Over 80%
Survey
limitations:
Poor visibility beyond 20' from bulkhead.
Other Information:
(use this space to provide any
additional information or
+3.0' MLLW ebb tide
references to attached
mat als uch as maps,
rawing and aerial attached
reports, etc.)
Eelgrass Survey Reporting Form (version 1.0, 6/17/03)
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This form is required to be submitted for any surveys conducted for the invasive exotic alga
Caulerpa taxifolia that are required to be conducted under federal or state permits and
authorizations issued by the U.S. Army Corps of Engineers or Regional Water Quality Control
Boards (Regions 8 & 9). The form has been designed to assist in controlling the costs of
reporting while ensuring that the required information necessary to identify and control any
potential impacts of the authorized actions on the spread of Caulerpa. Surveys required to be
conducted for this species are subject to modification through publication of revisions to the
Caulerpa survey policy. It is incumbent upon the authorized permittee to ensure that survey
work is following the latest protocols. For further information on these protocols, please contact:
Robert Hoffman, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or
William Paznokas, California Department of Fish & Game, (858) 467-4218).
Report Date:
November 4, 2008
Name of bay, estuary,
lagoon, or harbor:
Lower Newport Harbor
Specific Location Name:
(address or common
919 Bayside Drive, Newport Beach
reference)
Site Coordinates:
(west end) (east end)
(UTM, Lat./Long., datum,
N 33 36.587' TO N 33 36.581
accuracy level, and an
W 117 53.644' W 117 53.563'
electronic survey area map
or hard copy of the map
must be 'included)
Survey Contact:
(name, phone, e-mail)
Mark Sites (949) 675-1071 mark I sites@yahoo. com
Personnel Conducting
Survey (if other than
Mark Sites
above): (name, phone,
e-mail)
Permit Reference:
(ACOE Permit No.,
ACOE RG -P #54
RWQCB Order or Cert. No.)
Is this the first or second
survey for this project?
Second (first in April, 2008)
Was Caulerpa
Yes, Caulerpa was found at this site and
Detected?: (if Caulerpa is
found, please immediately
has been contacted on date.
contact NOAA Fisheries or
CDFG personnel identified
above)
XXXXX No, Caulerpa was not found at this site.
Description of Permitted
Work: (describe briefly the
Bulkhead replacement
work to be conducted at the
site under the permits
identified above)
Description of Site:
Depth range:
+0.5' to —6'NMLW
(describe the physical and
Substrate type:
Silt over sand
biological conditions within the
survey area at the time of the
survey and provide insight into
variability, if known. Please
Temperature:
62 F
Salinity:
NA
Dominantflora:
provide units for all numerical
A small patch of eelgrass at > 30' fi-om
information).
project footprint.
Doininantfauna:
Mussels and oysters on dock floats and
bulkhead.
Exotic species
encountered
None
(including any
other Caulerpa
species):
Other site
description notes:
None
Survey date and
October 31, 2008 1120-1245 SCUBA
Description of Survey
hine period:
October 30, 2008 1630 Low tide dry
Effort:
obset vation
Horizontal
(please describe the surveys
conducted including type of
visibility in water:
5' at 20' from bulkhead, 2' at 20'-30'
survey (SCUBA, remote
video, etc.) and survey
methods employed, date of
work, and survey density
(estimated percentage of the
bottom actually viewed).
Survey type and
methods:
Surveillance level SCUBA survey utilizing
two transects by a tethered diver guided by
a surface observer walking parallel to the
bulkhead. In addition, the areasbetween the
bulkhead and the dock head walk were
observed at a low tide.
Surveypersonnel:
Describe any limitations
encountered during the
Mark Sites assisted by Mary Price
survey efforts.
Survey density
>80%
Survey limitations:
Poor visibility beyond 20' from bulkhead
Other Information: (use
this space to provide
+3.0' MLLW ebb tide
additional information or
references to attached maps,
reports, etc.)
Drawing and aerial attached
Caulerpa Survey Reporting Form (version 1 �2, 10/31/04)
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Pip
Eelgrass Survey Reporting Form
(Version 1.0, June 20, 2003)
'rhis form is required to be submitted for any surveys conducted for the eelgrass, Zostera
marina, that are required to be conducted under federal or state permits and authorizations
issued by the U.S. Army Corps of Engineers and the Coastal Commission. The form has been
designed to assist in identifying eelgrass while ensuring that the required information is
consistently documented. Surveys required to be conducted for this species are subject to
modification through publication of revisions to the eelgrass survey policy. It is incumbent upon
the authorized permittee to ensure that survey work is following the latest protocols. For ftirther
information on these protocols, please conta& �0-"'�
i, Q
rS—ile iName:
ide, Newport Beach
(com
(common referi
[Survey Contact:
'name,
phone, e-mail) —]EMarkSites
(949) 675-1071
Permit Re rence:
1, oi C
RGP #54
drographic System:
(bay, estuary, lagoon, or
harbor)
Lower Newport Harbor
Specific Location:
(west end) (east end)
(UTK Lat./Long., datum,
N 33 36.587' to N 33 36.5811
accuracy level, attach
W 117 53.644' W 117 53.563'
electronic survey area map if
possible)
Was Eelgrass Detected:
__�Yes, Eelgrass was found at this site.
2LX�_No, Eelgrass was not found at this site within 15' of the project.
Description of
Permitted Work:
Bulkhead replacement
(describe briefly the work to
be conducted at the site under
e permits identified above)
Description of Site: Depth range:
(describe the physical and +0.5' to —6'MLLW
biological conditions within
the survey area at the time of
the survey and provide insight
into variability, if known.
Please provide units for all
numerical information).
I'll, 1111.1 -1 11 -- --- ----- 2
��Jm
Small patches of celgrass > 30' from the project.
Mussels and oysters on dock floats and bulkhead.
None
site
K
(please describe the surveys
conducted including type of
survey (SCUBA, remote
video, etc.) and survey
methods employed, date of
work, and survey density
(estimated percentage of the
bottom actually viewed).
Describe any limitations
encountered during the
I survev efforts.
er Information:
this space to provide any
.ional information or
ences to attached
rials such as rnaps,
rts, etc.)
�ey
d
thille April 18 2008 1220 — 1350
#,d. [April 23: 2008 0600 — 0630
in 114'
'ey type
methods: SCUBA survey following 2 transects parallel to the
ulkhead with 15 transects perpendicular to the
ulkhead within the A01 between the existing dock
eadwalk and the bulkhead. An additional parallel
sect was made outside the headwalk. Following
die SCUBA survey, the area adjacent to the bulkhead
was also viewed from the surface at a minus tide.
Mark Sites
Over 70%
itations: 11, None
+1.7' MLLW ebb tide
Drawing and aerial attached
Eelgrass Survey Reporting Form (version 1.0, 6/17/03)
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This form is required to be submitted for any surveys conducted for the invasive exotic alga
Caulerpa taxifolia that are required to be conducted under federal or state permits and
authorizations issued by the U.S. Army Corps of Engineers or Regional Water Quality Control
Boards (Regions 8 & 9). The form has been designed to assist in controlling the costs of
reporting while ensuring that the required information necessary to identify and control any
potential impacts of the authorized actions on the spread of Caulerpa. Surveys required to be
conducted for this species are subject to modification through publication of revisions to the
Caulerpa survey policy. It is incumbent upon the authorized permittee to ensure that survey
work is following the latest protocols. For ffirther information on these protocols, please contact:
Robert Hoffman, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or
William Paznokas, California Department of Fish & Game, (858) 467-4218).
Report Date:
April 23, 2008
Name of bay, estuary,
lagoon, or harbor:
Lower Newport Harbor
Specific Location Name:
(address or common
919 Bayside, Newport Beach
reference)
Site Coordinates:
(west end) (east end)
(UTM, Lat./Long., datum,
N 33 36.587' TO N 33 36.581
accuracy level, and an
W 117 53.644' W 117 53.563'
electronic survey area map
or hard copy of the map
must be included)
Survey Contact:
(name, phone, e-mail)
MarkSites (949) 675-1071 I sites(@,yahoo. com
Personnel Conducting
—mark
Survey (if other than
Mark Sites
above): (name, phone,
e-mail)
Permit Reference:
(ACOE Permit No-,
ACOE RGP #54
RWQCB Order or Cert. No.)
Is this the first or second
survey for this project?
First
Was Caulerpa
Yes, Caulerpa was found at this site and
Detected?: (if Caulerpa is
found, please immediately
has been contacted on __ date.
contact NOAA Fisheries or
CDFG personnel identified
above)
XXXXX No, Caulerpa was not found at this site.
Description of Permitted
Work: (describe briefly the
Bulkhead replacement
work to be conducted at the
site under the permits
identified above)
Description of Site:
Depth range:
+0.5' to —6'MLLW
Substrate "e:
Silt over sand
(describe the physical and
biological conditions within the
survey area at the time of the
survey and provide insight into
variability, if known- Please
Temperature:
64 F
Salinity:
NA
Dominantflora:
provide units for all numerical
Small patches of eelgrass at > 30' from
inforniation).
footprint.
Dominantfauna:
Mussels and oysters on dock floats and
bulkhead.
Exotic species
encountered
None
(including any
other Caulerpa
species):
Other site
description notes:
None
Survey date and
Description of Survey
time period:
April 18, 2008 1220 —13 50
Effort:
April 23, 2008 0600- 0630 (photos)
Horizontal
(please describe the surveys
conducted 'including type of
visibility in water:
4
survey (SCUBA, remote
Survey type and
Surveillance level SCUBA survey utilizing
video, etc.) and survey
methods employed, date of
work, and survey density
(estimated percentage of the
methods:
transects with approx. 9' spacing parallel to
the bulkhead with an additional 15 transects
perpendicular to the bulkhead.
bottom actually viewed).
Describe any limitations
Surveypersonnel:
encountered during the
Mark Sites
survey efforts.
Survey density:
70%
Survey limitations:
Dive was originally planned for high tide at
0900 but was aborted due to poor visibility.
At 1200, visibility was improved but survey
area was shallow, causing more sediment
suspension by diver.
Other Information. (use
this space to provide
+1.7'MLLW ebb tide
additional information or
references to attached maps,
Drawig and aerial attached
reports, etc.)
Caulerpa Survey Reporting Form (version 1. 2, 10/31104)
v
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HARBOR R
829 H�
Newpor
(949) 644-30
APPROVAL IN CONCEPT BY
application to the Sou!h
Administrative Code, Secti 4
See jj?o(a+sd ATC
daied 6/a/q
0
JHE CITY OF NEWPOR-rBEACH as required for permit
foast Regional Co mission pursuant to California
13210 and 13211, 7
General Description of P po
DevelopmerIf.- Construct new concrete
public walkway and retai
q wall.
R;!��e pile/ap, tie rods and deadman anchor.
Construct concrete pintfArm.-,
with
piles.
jApplicant shall c961y
with tTkconditiog6
in Coun il Resolution 2008-2
kattached), specfically
#24, 25,
N, 47, 44.
-F
jProperty Addr4s: 919 Bayside Drit
N I
FLe-gal Descriptiok I I
lHarbor PeNeit Number: -2�-
N"',
JPIan Check Nuftr: 0871-2006
jApplicant: Randy Maso , R /Cash and Associates
Applica t's Ma"Monff r-772 Bolsa Ave, STE 100, Huntington Beach, CA 92649
Phone Number: (714) 895-2072 1
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
A 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:
t11- 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.
Miller, Harbor Resources
April 15, 2008
Attachments:
Drawing
Page 2 of 2
HARBOR RESOURCES DIVISION
829 Harbor Island Drive
Newport Beach, CA 92660
(949) 644-3034 / Fax (949) 723-0589
Special Conditions
April 16, 2008
Property Address: 919 Bayside Drive
With reference to the plans currently under consideration to construct a public walkway, install
tie backs, platforms and piles, the following conditions will now be in effect.
1. The project proponent is aware of the Harbor Permit Policies and Title 17 of the City of
Newport Beach Municipal Code. The project proponent understands that the above
referenced structures are under the purview of these Policies and Codes.
2. Any future work on the above mentioned structures require permits with the City of Newport
Beach and any other applicable agencies. Painting and work considered to be cosmetic in
nature does not require a permit.
3. The conditions set forth in this document pertain to the proposed bulkhead system under
consideration. Any future modifications or alterations to the structures may require new
conditions which may override or change these conditions. These conditions supersede all
past conditions associated with this property. In addition, the conditions in Council Resolution
2008-2 (attached) shall also apply.
4. In accordance with Municipal Code 10.08.030 A. the project proponent shall obtain the
proper permits for equipment and materials storage. " Except as otherwise provided in this
section, no person shall use any public street, sidewalk, alley or parkway or other public
property for the purpose of storing or displaying any equipment, materials or merchandise, or
any other commercial purpose. B. Public streets, sidewalks, alleys, or parkways may be used
for the purpose of selling, storing, or displaying any equipment, material, merchandise or for
other commercial purposes in the following cases:.. For the temporary storage of construction
equipment or material provided a permit is issued pursuant to Chapter 12.62 of this Code and
the storage is consistent with provisions of the Uniform Building Code."
Page 1 of 2
5. In accordance with Municipal Code 10.28.040 the following noise regulations apply: "A.
Weekdays and Saturdays. No person shall, while engaged in construction, remodeling,
digging, grading, demolition, painting, plastering or any other related building activity, operate
any tool, equipment or machine in a manner which produces loud noise that disturbs, or could
disturb, a person of normal sensitivity who works or resides in the vicinity, on any weekday
except between the hours of seven a.m. and six -thirty p.m., nor on any Saturday except
between the hours of eight a.m. and six p.m. B. Sundays and Holidays. No person shall, while
engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any
other related building activity, operate any tool, equipment or machine in a manner which
produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or
resides in the vicinity, on any Sunday or any federal holiday."
Chris Miller, Harbor Resources Manager Date
Applicant Signature Print Name Date
Page 2 of 2
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: Install new ADA compliant
gangway to the floating public walkway as shown on the approved Tentative Tract
Map.
I I
Wroperty Address: 919 Bayside Dr., Newport Beach, CA 92660 1
Legal Description:
lHarbor Permit Number: 200-919
IPlan Check Number: Unknown
jApplicant: U66 Development Inc., I homas Utman
Applicant's Mailing Address: 537 Newport Center Dr., STE 380, N.B. CA 92660
Phone Number: (949) 275-1858
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.
And find
Page 1 of 2
They comply with the current adopted Newport Beach General Plan, Zoning
Ordinance, Subdivision Ordinance and any applicable specific or precise plans or,
Ei 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
conceDt and said aDDroval has been written Mon said olans. sianed and dated.
Should Newport Beach adopt an ordinance deleting, amending or adding to the Zoning
Ordinance or other regulations in any manner that would affect the use of the property or
the design of a project located thereon, this approval in concept shall become null and
void as of the effective date of this said ordinance.
In accordance with the California Environmental Quality Act or 1970, and state and local
quidelines adopted hereunder, 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
building permit have been given and are final. The development is not subject to
reiection in principal by Newport Beach unless a substantial chancie is r)roposed.
This concept approval in no way excuses the applicant from complying with all
applicable policies, ordinances, codes and regulations of Newport Beach. See attached
conditions to the pier permit.
Tom Rossmiller, Manager, Harbor Resources
IS
iqnature: H41
Chris Miller, Harbor Resources
May 31, 2006
Attachments:
Worksheet for Building Permit Application
Drawing
Pier Conditions
Page 2 of 2
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'410UNCIL AGENDA
CITY OF NEWPORT BEACH
CITY COUNCIL STAFF REPORT
Agenda Itern 8
February 14, 2006
TO: HONORABLE MAYOR AND
MEMBERS OF THE CITY COUNCIL
FROM: David Lepo, Contract Planner
949-553-1427i dlepo@hogleireland.corn
SUBJECT: Bayside Residential Planned Community (PA2004-072).
LOCATION: 919 Bayside Drive
APPLICANT: UGS Development Inc.
ISSUE
Should the City Council approve the Bayside Residential'Planned Community allowing
an existing 64 -unit apartment complex to be demolished and the development of a 17 -
lot, single-family residential subdivision?
RECOMMENDATIONS
Review the draft Mitigated Negative Declaration and Mitigation Monitoring and
Reporting Program, the Code Amendment, the Tentative Tract Map, and the Coastal
Residential Development Permit, receive public comments, and:
Adopt Resolution No. . ' adopting Mitigated Negative Declaration (SCH No.
2005-061019) and Mitigation Monitoring and Reporting Program, approving
Tentative Tract Map 2004-001 (Tract 15323), and approving Coastal Residential
Development Permit No. 2005-001 for property located at 919 Bayside Drive (PA
2004-072); and,
2. Introduce Ordinance No. enacting Code Amendment No. 2005-007
and adopting Planned Community Text No. 54, and pass to second reading on
February 28, 2006.
919 Bayside Drive
February 14, 2006
Page 2 of 8
Vicinity Map
919 Bayside Drive
Current Development
64 -unit apartment complex
To the north
Shopping Center
To the east:
Multi -family residential, Bayside Cove
To the west
Promontory Channel and Balboa Yacht Basin
To the south
Newport Bay and Balboa Island
f
DISCUSSION
Background
919 Bayside Drive
February 14, 2006
. Page 3 of 8
On January 10, 2006, the City Council held a public hearing on an application by UGS
Devel ' opment, Inc. , The applicafion includes a request for approval of a Code
Amendment and a Tentative Tract Map to allow construction of 17 single-family homes
on a 3.92 -acre parcel on the south side of Bayside Drive, adjacent to Promontory
Channel and Newport Bay. The Planning Commission recommendation to the City
Council was to approve the project subject to a condition that public access to the
waterfront be maintained across an existing six-foot wide, floating' walkway. The
possibility of requiring on -land access rather than merely maintaining the on -water
access was the focus of City Council discussion.
Central to the City Council discussion was Policy 3.1.1-13 of the Local Coastal Program
Coastal Land. Use Plan requiring an offer to dedicate an on -land easement for public
efc; ces . s I in co njunction with any development causing or contributing to adverse public
access. impacts, California Government Code Section 664778.4 prohibiting approval of
-8�Ubdivisio,n map that does not provide reasonable public access to water within or
adjacent to the subdivision, and Policies HB -2. 1.1 a n -d HB 2.1.3 of the Harbor and Bay
Element of the General Plan. indicating the need to expand and improve existing public
waterfront access.
The Cit - Council considered the concepts of reasonable pu I blic access to the waterfront
y
'and! the measures appropriate to expanding and improving public access beyond that of
the existing floating walkway. Alternative measures included: 'Widening the existing 6 -
foot wide floating walkway to 10 feet in width; requiring an Irrevocable Offer to Dedicate
for ' an on -land easement across the subject property with improvements to be
constructed now, or alternatively, in the future upon occurrence of certain events; andi
an easement over and along the existing bulkhead, partially on land and partially
cantilevered over the surface of the water.
At the conclusion of deliberations, City Council continued the matter until February 14,
2006, to allow the project applicant time to consider the various suggested means of
improving public access.
Revised Tract Map Submittal and Conditions
In response to City Council comments on January 10, 2006, the applicant has submitted
a revised Tentative Tract Map together with "Proposed Changes to TTM 15323 (919
Bayside)" included as Attachment 3. This submittal indicates partial on -land public
access, including construction of ramps and walkways, along the waterfront.
As shown on the revised Tentative Tract Map, an eight -foot wide public walkway would
be constructed across a public access easement to be provided over and along the
919 Bayside Drive
February 14, 2006
. Page 4 of 8
bulkhead at the south boundary of the subject property. This 8 -foot wide walkway and
easement are comprised of a. 3 -foot wide, on -land component adjoining a 5 -foot wide
segment cantilevered over the surface of the water. The location of the easement is.
clearly shown on the revised map and it is also depicted in Section D -D o ' n the map.
The wi dt h of each easement component is measured from the centerline of the existing
bulkhead. Both the easement and the walkway extend from the existing, on -land
easement along Promontory Channel along the westerly property line of the subject
parcel to the easterly property line. Staff recommends only one further modification.to
the revised tentative map requiring the proposed easement across Lots 3-9 be placed in
a separate lettered lot to be retained by the homeowners association rather than being
comprised of a portion of 7 lots. -
The revised proposal includes an easement to accommodate a ramp and walkway
segment (Americans with Disability Act -compliant) outside the boundaries of the
Tentative Tract Map. These would extend from the bulkhead walkway to the easterly
end of the existing floating walkway at the project site where the walkway continues
along the waterfront at the Cove Condominium property to the east. Construction of the
ramp would be a condition of project approval. It should be noted that the public access
easement over the floating dockway and shown on the Tentative Tract Map includes
only that portion of the dockway necessary to connect the proposed ramp with the Cove
Condominium floating walkway.
Revisions to the project and the Tentative Tract Map necessary to provide the newly -
proposed public access are accompanied by other changes to the project as indicated
in Attachment 3. These include:
An increase in proposed pad elevations of up to 18 inches for all the
residential lots to accommodate proper functioning of the sanitary sewer line.
The revised tentative tract map has new proposed pad elevations which
establish the grades for the project as well as establish the baseline for
measuring the height of the buildings. The increased grades will provide a
larger grade differential between the residences and the proposed public
walkway that promotes enhanced privacy.
Removal of two (2) existing gangplanks to reduce shading impacts on the bay
bottom. This is viewed as beneficial to the marine environment and staff
supports this change.
Elimination of a walkway between Lots 9 and 10 providing resident access to
the public walkway on Lot B along Promontory Bay. The applicant has not
indicated how resident access will be provided.
Revision in the southwesterly boundary of Lot 9 to accommodate
reconfigured, on -land public access.
919 Bayside Drive
February 14, 2006
Page 5 of 8
Reduction of front setbacks of Lots 4 through 9 by three feet commensurate
with 3 -foot on -land public access dedication and walkway. The structures will
remain 22 feet from the walkways which should provide sufficient separation.
Issues To Be Resolved
Consistent with the discussion at the public hearing on January 10, 2006, the City
Council must determine if the project, with revisions as indicated and subject to
Conditions of Approval, improves public access and includes improvements that provi de
reasonable public access to the waterfront. If the City Council determines that the
project satisfies these requirements, the attached Resolution which includes the
following findings relative to public access should be adopted:
Finding
The proposed subdivision is consistent with and serves to implement the
policies and provisions of the General Plan.
Facts
The General Plan Land Use Element directs that all subdivisions be consistent
with the Subdivision Code. Subject to Conditions of Approval and inclusion of -.—
required public access as indicated below, the Tentative Tract Map is
consistent with the Subdivision Code.
Section 664778.4 of the California Government Code prohibits a City from
approving a tentative or final subdivision map that fronts on a public waterway
,that -does not provide or have available reasonable public access by fee or
easement from a public highway to that portion of the public waterway
bordering or lying within the proposed subdivision. The Tentative Tract Map,
with revisions and subject to Conditions of Approval, provides reasonable
public access along the southerly boundary of the, project site from a public
highway by way of fee or easement. Public access including an 8 -foot wide
easement and walkway improvements is proposed across land within the
subdivision boundary and over the water adjacent to the'subdivision boundary.
As such, the proposed s u bd ivision is consistent with Section 664778.4 of the
California Government Code. Additionally, widening the existing public
walkway to 8 feet within Lot B (along Promontory Channel) accommodates
free flowing pedestrian traffic and is adequate to find the proposed subdivision
consistent with Section 664778.4 of the California Government Code.
Finding
The design or improvement of the proposed subdivision is consistent with the
General Plan.
919 Bayside Drive
February 14, 2006
Page 6 of 8
Facts
Consistency with the Cily of Newport Beach Harbor and Bay Element.
Policies HB -2.1.1 and HB -2.1.3 of the Harborand Bay Element indicate the
need to expand and improve. existing public waterfront access. Demolition of
existing improvements on the project site to accommodate new residential
development provides the opportunity to expand and enhance the existing
public access by providing an on -land, improved public walkway along the bay
front. A walkway partially on -land and partially cantilevered over the waterfront
is readily accessible by the public and will enhance and expand public
pedestrian access consistent with this General Plan Policy. Moreover, an on -
land and cantilevered pedestrian walkway, as proposed, will ensure that
access to the bay front is maintained in the long term. Therefore, the
easement and walkway improvements partially on -land and partially
cantilevered over the water together with the pedestrian ramp connecting this
access with the existing floating walkway sufficiently expand and enhance
existing access such that the project is consistent with Policies HB -2.1.2 and
HB -2.1.3.
Facts
Consistency with the City of Newport Beach Local Coastal Program Land Use
Plan.
Policy 3.1.1-13 of the Coastal Land Use Plan requires a direct dedication or an
offer to dedicate (OTD) an easement for lateral public access for all new
shorefront development causing or contributing to adverse public access.
impacts. The location of the dedication is between the current limits of public
ownership (i.e. below the mean high tide line) and the primary extent of
development. Dedication of a public access easement along and across the
southerly portion of the subdivision on Lots 3 through 9 and above and across
the water immediately adjacent to the southerly boundary of the subdivision'
satisfies this requirement. Accordingly, the tentative tract map is consistent
with Policy 3.1.1-13.
919 Bayside Drive
February 14, 2006
Page 7 of 8
City Council Actions
Approval of the project requires adoption of Mitigated Negative Declaration (SCH No.
2005-06019) and Mitigation Monitoring and Reporting Program, Tentative Tract Map
2004-001 (Tract 15323), Code Amendment No. 2005-007, and Coastal Residential
Development Pe - rmit No. 2005-001. These items were discussed in detail in the prior
staff report for the January 10, 2006 City Council meeting.
CONCLUSION
Staff believes that the revised project as conditioned and regulated by the Planned
Community development regulations provides enhanced public access in accordance
with the Subdivision Map Act, California Coastal Act, LCP policies and the General
Plan. Additionally, staff believes that the design of the subdivision with the proposed
Planned. Community Development regulations will provide a high quality residential
environment that will prove compatible with the surrounding neighborhood. This
includes ,one change from the applicant's latest proposal such that the cantilevered
public walkway be placed within a separate lettered lot rather than being a portion of
lots 3-9.
After reviewing the draft Mitigated Negative Declaration, Mitigation Monitoring and
Reporting,, :Program, Code Amendment including the Bayside Residential Planned
Community District Development Regulations, Tentative Tract Map, and after receiving
public comments, the City Council should adopt a resolution adopting Mitigated
Negative Declaration SCH No. 2005061019 and Mitigation Monitoring and Reporting
Program, approving Coastal Residential Development Permit No. 2005-001, and
Tentative Tract.Map No. 2004-001 (Tract 15323) and introduce Ordinance No. adopting
Code Amendment No. 2005-007 including Tayside Residential Planned Community�-
District Development Regulations" for development of a 17 -lot, single-family residential
subdivision at 919 Bayside Drive.
Prepared by:
"david Lepo I
Hogle-Ireland, Inc.
Submitted by:
Patricia Temple
Planning Director
919 Bayside Drive
February 14, 2006
Page 8 of �8
Attachments: 1. "Proposed Changes to TTM 15.323 (919 Bayside)" submitted by
applicant
2. Revised Tentative Tract Map No. 15323
Exhibits: 1 . Resolution Adopting Mitigated Negative Declaration and Mitigation
Monitoring and Reporting Program, Approving Tentative Tract Map,
and Approving Coastal Residential Development Permit
2. 'Ordinance No. Enacting Code Amendment No. 2005-007 and
Adopting Planned Community Text No. 54
Proposed Changes to TTM 15323 (919 Bayside)
As we have been analyzing the proposal to place an 8' walkway par tially on the land and partially
cantilevered over the Balboa Channel, we discovered several items that need to be changed on the map and will
require Council approval as noted below. We have written draft language for Staff s review and consideration
for use in the. staff report to the Council.
1. Pad Elevations need to be raised due to elevations needed for at least a 0.5% slope for sewer.
The Planning Commission required that the pads be neither increased nor decreased by more
than 6" from existing grade. Additional elevations will be required to meet the sewer
requirement and will range from Y to 1.0'.
a. Recommended condition:
i. Pad elevations may be raised to a maximum of 18" as shown on the
tentative tract map -and shall be counted as the natural grade for
calculating building height.
To reduce potential shading impacts to the channel, remove the gangplanks shown between
Lots 3 & 4, and 7 & 8.
a. Recommended condition:
i. Gangplanks shown on the tentative map between Lots 3 &4 and 7 & 8 shall
be removed at the time of first building permit.
3. In order to most effectively meet the ADA requirements with the walkway design, we wish to
relocate the ADA gangplank to commence between Lots 4 & 5 and terminate at the end of the
existing 6' floating walkway.
a. Recommended condition:
1. The ADA gangplank from the new walkway to the existing six (6') floating
walkway shall commence between Lo' ts 4 & 5 and terminate at the most
southeasterly corner . of the existing six (6) feet floating walkway adjacent to
the . Cove condominiums.
4. We wish to eliminate the walkway between Lots 9 & 10 so as to direct all pedestrians within
the development through one access to the docks.
a. Recommended condition:
i. The pedestrian walkway between Lots 9 and 10 shall be eliminated.
5. We wish to revise the boundaries of the southwest comer of Lot 9 in order to make the
alignment of the public walkway more convenient to pedestrians where it transitions from the
existing easement to the new on -1 and/canti levered walkway. There will be no reduction in the
width of the walkway as it exists on Promontory Channel. (See revised map)
a. Recommended condition:
i. The boundary of Lot 9 may be revised as shown on the tentative tract map
for the purpose of allowing for a more continuous and convenient
pedestrian access as the Promontory Channel walkway transitions to the
new walkway. The public access easement shall be revised to the
satisfaction of the Public Works Director to accommodate such change.
6. We are willing to grant the City an easement for public access comprising 8' along the south
bay front (Lots 3-9 shown on the TTM).
a. Recommended condition:
i. Unless otherwise conditioned by the California Coastal Commission, an
eight (8) foot easement shall be granted by the developer to the City for
public access along the south bay front (Lots 3-9 as shown on the TTM).
Such 8' easement shall include a maximum 3' wide portion of land upland,
measured from the center of the existing seawall and a 5' cantilever over
the water, measured from the center of the existing seawall. This new
easement will be a separate lot leased and maintained by th e HOA and the
HOA will have a leasehold interest in all the common areas.
7. We also agree to construct the new 8' public walkway along the south bay front (Lots 3-9 on
the TTM) and make revisions to the existing Promontory Channel walkway to include a new 8'
walkway and 2' of landscaping, prior to the first Certificate of Occupancy of the first home as
shown on the TTM..
a. Recommended Condition
i. A new eight (8) foot public walkway shall be constructed along the south
bay front (Lots 3-9 on the TTM) and the existing Promontory Channel
walkway shall be reconstructed to provide eight (8) feet of ADA accessible,
walkway and a raised two (2).feet planter. Such reconstruction shall be
completed prior to the occupancy of the first home in the subdivision.
8. Because of the condition to place the south bay front walkway on land, we request a change in
the front setbacks* for the following lots due to the inclusion of the 3' on land portion of the
public walkway. We would also request that there be no change to the buildable area on the lot
and note that the differences in the setbacks were a design decision in order to provide a variety
of front yard conditions.)
9. New set backs will require a change in the PRD Table 2
a. Recommended condition:
i. The front setbacks on Lots 3 — 9 shall be revised as follows:
1. Lot H 3 — Revise from 18' to 15�
2. Lot # 4 — Revise from 25' to 22'
3. Lot # 5 — Revise from 25' to 22'
4. Lot # 6 — Revise from 25' to 22'
5. Lot # 7 — Revise from 25' to 22"
6. Lot H 8 — Revise from 25' to 22"
7. Lot # 9 — Revise from 20' to 17'
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RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT
BEACH APPROVING MITIGATED NEGATIVE DECLARATION (SCH
NO. 2005-061019) AND MITIGATION MONITORING AND REPORTING
PROGRAM, APPROVING TENTATIVE TRACT MAP 2004-00-1 (TRACT
15323), AND COASTAL RESIDENTIAL DEVELOPMENT PERMIT NO.
2005-001 FOR PROPERTY LOCATED AT 919 BAYSIDE DRIVE (PA
2004-072). --
THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HEREBY FINDS,
RESOLVES AND ORDERS AS FOLLOWS:
WHEREAS, an application was filed by UGS Development Inc. for a 3.92 -acre
property identified as 919 Bayside Drive. The application requests approval of. a Code
Amendment to change the zoning district of the subject property from Multifamily
Residential to Planned Community and adopting Planned Community Text No. 54; a
Tentative Tract Map subdividing the subject property into 17 single-family lots for lease
purp . oses and 5 lots for recreation and swimming pool facilities, for public pedestrian
access, for landscaped areas, and for private roads; and a Coastal Residential
Development Permit ensuring compliance with State law relative to low and moderate
income housing opportunities within the Coastal Zone.
WHEREAS, in accordance with California Environmental Quality Act (CEQA)
requirements, an Initial Study and a Notice of Intent to Adopt a Mitigated Negative
Declaration were distributed to all responsible and trustee agencies and other interested
parties for a 30 -day public review period commencing on June 3, 2005 and ending on
July 5, 2005.
WHEREAS, on August 18, 2005, the Planning Commission held a. noticed public
hearing at which time the Mitigated Negative Declaration, together with comments
received thereon, and the Mitigation Monitoring and Reporting Program were
considered. Notice of time, place and purpose of the p ' ublic hearing was given in
accordance with law and testimony was presented to and considered by the Planning
Commission at the hearing.
WHEREAS, the public hearing was continued and at the continued public
hearing on November 3, 2005, the Planning Commission considered the Mitigated
Negative Declaration, together with comments received thereon, and the Mitigation
Monitoring and Reporting Program.
WHEREAS, the City maintains and implements development standards through
the Zon.ing Ordinance which enables adoption of a Planned Community district.
WHEREAS, adoption of the Planned Community district and the Bayside
Residential Planned Community District Development Regulations accommodates
City of Newport Beach
City Council Resolution No.
Page 2 of 23
development of single-family dwellings which are permitted within the General Plan
Multi -Family Land Use designation and is thus consistent with the General Plan.
WHEREAS, a Coastal Residential, Development Permit processed for this project
to implement provisions of the California Coastal Act relative to displacement of low and
moderate income households within the Coastal Zone indicated that demolition of
existing multiple family residential dwelling units on the project site will not result in
displacement of any low or moderate income households.
WHEREAS, the Planning Commission voted (5-1) to recommend approval of the
Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, of
Tentative Tract Map 2004-001, and Coastal Residential Development Permit No. 2005-
001 for property located at 919 Bayside Drive (PA 2004-072)
::WHEREAS, on January 10, 2006, the City Council held a public hearing in the
City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A
notice of time, place and purpose of the aforesaid meeting was given. Evidence, both
written and oral, was presented to and considered by the City Council at this meeting.
WHEREAS, the public hearing was continued to February 14, 2006, so that the
"applicant could revise the Tentative Tract Map consistent with City Council comments.
WHEREAS, a revised Tentative Tract Map was subsequently submitted and
subject to conditions of approval includes required information including legal
description of property, ownership, existing and proposed uses and improvements,
proposed lot sizes, existing and proposed infrastructure, and public and private
ea§�ements in compliance with the Subdivision Code and will not result in a detriment to
the public health, safety, peace, morals, comfort, or welfare of persons residing or
working in or adjacent to the neighborhood of such use, and will not be a detriment to
the properties or improvements in the vicinity or to the general welfare of the City for the
following reasons:
1. Finding
The proposed subdivision is consistent with and serves to implement the
policies and provisions of the General Plan.
Facts
The General Plan Land Use Element directs that all subdivisions be consistent
with the Subdivision Code. Subject to Conditions of Approval and inclusion of
required public access as indicated below, the Tentative Tract Map is
consistent with the Subdivision Code.
City of Newport Beach
City Council Resolution No.
Page 3 of 23
Section 664778.4 of the California Government Code prohibits a City from
approving a tentative or final subdivision map that fronts on a public waterway
that does not provide or have available reasonable public access by fee or
easement from a public highway to that portion of the public waterway
bordering or lying within the proposed subdivision. The Tentative Tract Map,
with revisions and subject to Conditions of Approval, provides reasonable
public access along the southerly boundary of the project site from a public
highway by way of fee or easement. Public access including an 8 -foot wide
easement and walkway improvements is proposed across land within the
subdivision boundary and over the water adjacent to the subdivision boundary.
As such, the proposed subdivision is consistent with Section 664778.4 of the
California Government Code. Additionally, widening the existing public
walkway to 8 feet within Lot B (along Promontory Channel) accommodates
free flowing pedestrian traffic and is adequate to find the proposed subdivision
consistent with Section 664778.4 of the California Government Code.
2. Finding
The design or improvement of the proposed subdivision is consistent with the
General Plan.
Facts
Consistency with the City of Newport Beach Land Use Element. The proposed
project site lies within the Promontory Bay Area, as defined in the City's Land
Use Element. The Promontory Bay Area includes Harbor Island, Linda Isle,
and all the area bounded by Newport Bay, Marine Avenue/Jamboree Road,
and East Coast Highway. Existing land uses within the Promontory Bay Area
are diverse and include Single -Family Detached Residential, Multi -Family
Residential, Neighborhood Commercial, Recreational and Marina, and
Recreational and Environmental Open Space land uses. The proposed project
would be consistent with existing and allowed land uses within the Promontory
Bay Area.
The Land Use Element designates the proposed project site as Multi -Family
Residential to reflect the existing apartment complex. As previously stated, the
proposed project would establish 17 residential lots. Single-family residences
are a permitted use within sites designated for multi -family residences (page 23
of the Land Use Element). Therefore, the proposed project would be consistent
with the Multi -Family Residential land use designation. It would also be
consistent with applicable policies of the Land Use Element.
Consistency with the City of Newport Beach Harbor and Bay Element. Policy
HB -1.1.2 of the Harbor and Bay Element requires that potential impacts on
City of Newport Beach
City Council Resolution No.
Page 4 of 23
water -dependent and water -related land uses and activities be considered
when reviewing proposal for land use changes. Land use changes associated
with the proposed project would be limited to the project site. No adjacent
properties would be impacted by the proposed project. Since no water -related
or water -dependent uses occupy the site, no impact to these uses would occur.
Policies HP -2.1.1 and HB -2.1.3 of the Harbor and Bay Element indicates the
need to expand and improve existing public waterfront access. Demolition of
existing improvements on the project site to accommodate new residential
development provides the opportunity to expand and enhance the existing
public access by providing an on -land, improved public walkway along the bay
front. A walkway partially on -land and partially cantilevered over the waterfront
is readily accessible by the public and will enhance and expand public
pedestrian access consistent with this General Plan Policy. Moreover, an on -
land and cantilevered pedestrian walkway, as proposed, will ensure that
access to the bay front is maintained in the long term. Therefore, the
easement and walkway improvements partially on -land and partially
cantilevered over the water together with the pedestrian ramp connecting this
access with the existing floating walkway sufficiently expand and enhance
existing access such that the project is consistent with Policies HB -2.1.2 and
.-,Consistency with the City of Newport Beach Housing Element. The project will
eliminate 64 apartments and replace them with 17 single-family residences for
an overall reduction of 47 units. The City has approximately 14,600 rental units
out of approximately 37,500 total housing units (2000 Census), and the
reduction and change in housing type is not considered significant. Goal 2 of%
the Housing Element states that the City will "provide a balanced residential
community, comprised of a variety of housing types, designs, and opportunities
for all social and economic segments, including very low-, low-, moderate- and
upper-income individuals and households." The proposed project is consistent
with this goal and is not inconsistent with any other goals or policies in the
Housing Element.
Consistency with the City of Newport Beach Local Coastal Program Land Use
Plan. According to the City's Local Coastal Program Land Use Plan (LCPLUP),
the proposed project is located in the Coastal Zone. Therefore, a coastal
development permit (CDP) is required from the California Coastal Commission.
The LCPLUP references the fact that the project site is desi . gnated for Multi -
Family Residential Use and is allowed one unit for each 2,178 square feet of
buildable lot area. As previously discussed, the proposed project is consistent
with this designation.
1�
City of Newport Beach
City Council Resolution No.
Page 5 of 23
Policy 3.1.1-13 of the Coastal Land Use Plan requires a direct dedication or an
offer to dedicate (OTD) an easement for lateral public access for all new
shorefront development causing or contributing to adverse public access
impacts. The location of the dedication is to be between the current limits of
public ownership (i.e. below the mean high tide line) and the primary extent of
development. Dedication of a public access easement along and across the
southerly portion of the subdivision on Lots 3 through 9 and above and across
the water immediately adjacent to the southerly boundary of the subdivision
satisfies this requirement. Accordingly, the tentative tract map is consistent
with Policy 3.1.1-13.
The proposed project is not a recreation or visitor -serving facility. It would not
require diking, dredging, filling or shoreline structures, and it does not propose
construction or expansion of public works facilities. The LCPLUP does not
identify the proposed project site as- an environmentally sensitive habitat area
or hazard area.
Water and marine resources adjacent to the proposed project site would be
protected through implementation of the Standard Conditions listed in the
Hydrology and Water Quality section, above. The proposed project would
preserve and provide for continued operation of the existing dock areas along
North Bay Front.
Sections 30244, 30250(a), 30252, and 30253(3) and (4) of the CCA provide
criteria for the location of new development. These criteria specify that new
development should generally be concentrated in areas of existing
development, preserve public access, provide adequate support facilities
including provisions for recreational facilities, and preserve archaeological and
paleontological resources. The proposed project, as conditioned by the
standard conditions and mitigation measures contained within this document,
would fully comply with these criteria.
The LCPLUP does not list the proposed project site as a primary view area.
Consequently, it is not subject to Sections 30251 and 30253(5) of the CCA.
Since the proposed project is not a new visitor -serving facility or coastal -
dependant use and it does not require an oceanfront encroachment, the
LCPLUP's policies specific to new development are not applicable to the
proposed project.
3. Finding
The site is suitable for the type of development.
City of Newport Beach
City Council Resolution No.
Page 6 of 23
Facts
The site is generally level and currently developed with multiple -family dwelling
units at densities greater than that proposed. No problems or adverse site
conditions have been identified on the site as currently developed.
Consequently, the site is determined to be physically suited for the
development proposed.
4. Finding
The site is physically suitable for the density of development.
Facts
The site is generally level and currently developed -with multiple -family dwelling
units at densities greater than that proposed. No problems or adverse site
conditions have been identified on the site as currently developed.
Consequently, the site is determined to be physically suited for the density of
development proposed.
5. Finding
.-The design of the subdivision and type of improvements are not likely to cause
substantial environmental damage or substantially and avoidably injure fish or
wildlife or their habitat.
Facts
An Initial Study prepared in conjunction with this project and included in the
administrative record was the basis for adoption of a Mitigated Negative
Declaration for this project which indicated that all environmental impacts,
including those to fish, wildlife or their habitat, are less than significant or, with
mitigation, are reduced to a less than significant level.
6. Finding
The proposed subdivision is not likely -to cause serious public health problems.
Facts
An Initial Study prepared in conjunction with this project and included in the
administrative record was the basis for adoption of a Mitigated Negative
Declaration for this project which indicated that all environmental impacts,
including those that could affect human health, are less than significant or, with
mitigation, are reduced to a less than significant level.
7. Finding
The proposed subdivision will not likely conflict with easements, acquired by the
public at large, for access through or use of property within the proposed
subdivision.
City of Newport Beach
City Council Resolution No.
Page 7 of 23
Facts
The proposed subdivision is proposed to be gate -guarded and generally not
accessible to the public. An existing easement providing access to the bay
front along the westerly edge of the property is preserved with this tract map
and upgrades to physical improvements on this easement are included as part
of this project. In addition, the tentative tract map dedicates an'easement to
the public for passage over a walkway along the bayfront.
WHEREAS, the General Plan requires that the City maintain suitable and
adequate standards for landscaping, sign control, site and building design, parking and
other development standards to ensure that commercial projects are aesthetically
pleasing and compatible with surrounding land uses. The City maintains and
implements development standards through the Zoning Ordinance which enables
adoption of Planned Community District Regulations and through the Subdivision
Ordinance which enables approval of Tentative Tract. The Bayside Residential Planned
Community District Development Regulations include permitted uses, regulations that
ensure that the size and scale of the building, the number of parking spaces provided,
the building setbacks provided, the areas of landscaped yards, and the design and
placement of signs result in a project that is aesthetically pleasing and compatible with
. . surrounding land uses consistent with objectives of the Municipal Code.
NOW, THEREFORE, BE IT RESOLVED
Based on the aforementioned findings, the City Council hereby approves Mitigated
Negative Declaration Based on the aforementioned findings, the City Council hereby
appfoves Mitigated Negative Declaration No. 2005-061019 and the associated Mitigation
Monitoring and Reporting Program, Tentative Tract Map 2004-001 (Tract 15323), and
Coastal Residential Development Permit No. 2005-001 subject to conditions as in
Exhibit "A", and subject to adoption of Ordinance No. approving Planned
Community Text Amendment No.
This resolution shall take effect upon the effective date of Ordinance No.2004-003
adopting the Bayside Residential Planned Community District Development Regulations
Passed and adopted by the City Council of Newport Beach at a regular meeting held on
the 14th day of February, 2006, by the following vote to wit:
AYES, COUNCIL MEMBERS,
NOES, COUNCIL MEMBERS
ABSENT, COUNCIL MEMBERS
MAYOR
ATTEST:
City of Newport Beach
City Council Resolution No.
Page 8 of 23
City of Newport Beach
City Council Resolution No.
Page 9 of 23
Exhibit "A"
Conditions of Approval
The following conditions shall apply to all development. pursuant to the Bayside Planned
Community Development Regulations and are adopted as conditions of approval of
Tentative Tract Map No. 2004-001 (Tract 15323):
Water service to the Planned Community will be furnished by the City of Newport
Beach. Each dwelling unit/building shall be served with an individual water
service lateral connection to the public water system unless otherwise approved
by the Public Works Department and the Building Department.
2. Sewage disposal service facilities to the Planned Community will be provided by
the City of Newport Beach and the Orange County Sanitation District. Each
dwelling unit/building shall be served with an individual sewer service lateral
connection to the public sewer system unless otherwise approved by the Public
Works Department and the Building Department.
3. Grading and erosion control shall be carried out in accordance with the
provisions of the City of Newport Beach Grading Ordinance and shall be subject
to permits issued by the Building and Planning Departments.
4. The developer shall comply with the City's water quality and on-site non -storm
runoff retention requirements by the preparation and approval by the City of a
Stormwater Pollution Prevention Plan (SWPPP). Existing drainage outlets within
the existing seawalls that discharge on-site runoff into the Bay shall be modified
to meet the City's on-site runoff water quality requirements.
5. Fire equipment access walkways, streets, gangplanks, and dock ways shall be
designed to meet exiting and fire protection requirements as specified by the
Uniform Building Code and shall be subject to review and approval by the City
Newport Beach Building and Fire Departments.
6. Street, drainage and utility improvements shall be submitted on City standard
improvement plan formats. All of the plan sheets shall be prepared by California
licensed professionals responsible for the designs shown on the Plans.
7. All improvements shall be designed and constructed in accordance with the
current edition of the City Design Criteria, Standard Special Provisions, and
Standard Drawings.
City of Newport Beach
City Council Resolution No.
Page 10 of 23
8. The California Vehicle Code shall be enforced on the private streets and drives,
and delineation acceptable to the Police Department and Public Works
Department shall be provided along the sidelines of the private streets and
drives.
9. Curb -side collection of refuse shall be subject to City of Newport Beach approval.
10. The design of public access improvements shall provide for full public access 24 -
hours a day, 7 -days a week to 100% of the bay frontage along Promontory Bay
Channel and Balboa Channel. The existing walkway along the Promontory
Channel shall be improved to provide a minimum width of eight (8) feet. A new,
on -land and cantilevered public walkway along the water front shall'be eight (8)
.feet clear and shall be constructed to m ' eet:all ADA standards as shall the new
ramp connecting this walkway with the existing floating walkway.
A'12 --foot wide concrete sidewalk/bike path behind the street curb face shall be
provided along the Bayside Drive frontage.
12. All on-site common area improvements such as parks, docks, entry gates and
all on-site drainage, sanitary sewer, water, and electrical systems shall be
owned or leased, operated and maintained by the HOA.
13. All overhead utilities serving the P -C shall be made underground.
14. The developer shall be required to submit a sign plan for review by the Planning
Department for conformity with Chapter 20.67 of the Zoning Code. The sign plan:
f shall include informational signs at the access to Lot B from Bayside Drive right-
of-way, at the juncture of the Promontory Bay accessway on Lot B with the on -
land and cantilevered accessway along the'Bay, and at the location where the
prolongation of the easterly property line of the subject property intersects with
the floating dockway clearly � identifying such improvements as public walkways
and inviting pedestrians. Sign text and graphics are subject to review and
approval of the Planning Director.
15. The project is subject to all applicable City ordinances, policies, and standards,
unless specifically waived or modified by the Planned Community District
Regulations.
16. The development shall be in substantial conformance with the approved Tentative
Tract marked revised and dated February 2, 2006.
City of Newport Beach
City Council Resolution No.
Page 11 of 23
17. The applicant is required to obtain all applicable permits from the City Building and
Fire Departments.
18. The applicant shall comply with all federal, state, and local laws. Material
violation of any of those laws in connection with the use may be cause for
revocation of this Use Permit.
19. This approval was based on the particulars of the individual case and does not in
and of itself or in combination with other approvals in the vicinity or Citywide
constitute a precedent for future approvals or decisions.
20. Should this site be sold or otherwise come under different ownership or be
operated by a different entity than the applicant, any future owners, assignees or
operators shall be notified of the conditions of this approval by the current owner or
leasing company.
21. No dwelling other than one, single-family, detached dwelling may be constructed on
any buildable lot created by Tentative Tract Map 53232. No dwelling may exceed a
height of twenty-eight (28) feet as measured consistent with Municipal Code
Section 20.65.030, "Measurement of Height". These restrictions shall be included
in the Conditions, Covenants, and Restrictions (CC&R's) which shall be prepared
and recorded with the County Clerk at the time a Final Map is recorded.
22. Boat slips fronting the. project site shall be operated as a residential marina for the
17 residential leaseholds of the Bayside Residential Planned Community. The
slips shall not be rented, to anyone who is not a resident of the Bayside Residential
Planned Community. These restrictions shall be noted on the Final Map and
incorporated into Conditions, Covenants, and Restrictions (CC&R's) which shall be
prepared and recorded with the County Clerk at the time a Final Map is recorded.
23. The applicant shall prepare architectural guidelines that will apply to the design of
all dwellings proposed for construction on lots created by Tentative Tract Map
15323 approved together with this Use Permit. The architectural guidelines shall
be subject to, review and approval of the Planning Director. - The architectural
guidelines shall be incorporated into Conditions, Covenants, and Restrictions
(CC&R's) which shall be prepared and recorded with the County Clerk at the time a
Final Map is recorded. The CC&R's shall require that all dwellings and
improvements comply with the architectural guidelines.
24�. The applicant shall prepare plans for construction of public access improvements
on Lot B including the public walkway improvements along Promontory Bay, the on -
land and cantilevered walkway along the existing bulkhead, the ramp connecting
the on -land and cantilevered walkwav with the existing floatinq dockwaV, and
City of Newport Beach
City Council Resolution No.
Page 12 of 23
related improvements consistent with revised Tentative Tract Map 15323 as
necessary to comply with handicapped access requirements of the California
Building Codes and to enhance pedestrian safety and improve the visual character
of public access through inclusion of lighting, railings, and other appropriate
improvements. The plans shall be developed in consultation with the City's Harbor
Resources Division and subject to final approval by Harbor Resources, Public
Works, and Planning.
25. The on -land and cantilevered walkway and ramp shall be designed to meet
exiting and fire protection requirements as specified by the applicable Codes and
shall be subject to review and approval by the Newport Beach Building, Fire, and
Harbor Resources Departments.
26. The,.proposed project shall conform to the requirements of the Uniform Building
Code, any local amendments to the UBC, and State Disabled Access
requirements, unless otherwise app . roved by the Building Department.
27. All work conducted within the public right-of-way shall be approved under an
encroachment permit issued by the Public Works Department.
28. _�.A.11,,mechanical equipment shall be screened from view of adjacent properties and
adjacent public streets within the limits authorized by this permit, and shall be
sound attenuated in accordance with Chapter 10.26 of the Newport Beach
Municipal Code, Community Noise Control.
29. A sign plan shall be submitted for review for conformity with Chapter 20.67 of the
Zoning Code. The final location of the signs shall be reviewed by the City Traffic::
Engineer and shall conform to City Standard 11 O -L to ensure that adequate sight
distance is provided. Enhanced public access signage shall be reviewed and
approved by the Planning Director. Signs shall be designed and positioned to
inform pedestrians of public access opportunities. Signs shall be installed and
maintained in perpetuity by the Developer or home owners association unless
maintenance of public access is accepted by the City.
30. Temporary signs shall be prohibited in the public right-of-way unless otherwise
- approved by the Public Works Department in conjunction with the issuance of an
encroachment permit or encroachment agreement.
311. The Developer shall file one (1) Final Tract Map (Map).
32.. The Map shall be prepared on the California coordinate system (NAD88). Prior
to recordation of the Map, the surveyor/engineer preparing the Map shall submit
to the County Surveyor and the City of Newport Beach a di.qital-.qraphic file of
,23
City of Newport Beach
City Council Resolution No.
Page .13 of 23
said map in a manner described in the Orange County Subdivision Code and
Orange County Subdivision Manual. The Map to be submitted to the City of
Newport Beach shall comply with the City's CADD Standards. Scanned images
will not be accepted.
33. The Final Map shall include reconfigured Lots C and D that accommodate the
perimeter wall to be reconstructed along the Bayside Drive and a minimum 6 -
foot -wide landscaped setback between the Bayside Drive right-of-way and the
perimeter wall.
34. The Developer of the Bayside Planned Community shall obtain and maintain a
valid Harbor Permit for the continued operation and maintenance of the existing
or future docks, gangplanks and other dock related improvements. This Harbor
Permit shall be transferred to the Homeowners Association (HOA) for the
Bayside Planned Community upon its creation. As a condition to the Harbor
Permit, the fee owner and leasehold owner shall execute an agreement to
provide and maintain public access as identified within the Planned Community
District Regulations and these conditions of approval.
35. The Final Map shall be revised to provide a lettered lot coterminous with the
cantilevered public walkway along lots 3-9. Said lot shall be owned and
maintained by the Home Owners Association for public access purposes and
said lot shall not be obstructed or use for other purposes.
36. Prior to recordation, the Map shall tie the boundary of the map into the Horizontal
Control System established by the County Surveyor in a manner described in
Sections 7-9-330 and 7-9-337 of the Orange County Subdivision Code and
Orange County Subdivision Manual, Subarticle 18. Monuments (one inch iron
pipe with tag) shall be set On Each Lot Corner unless otherwise approved by the
City Engineer. Monuments shall be protected in place if installed prior to
completion of construction project.
37. A hydrology and hydraulic study shall be prepared by the applicant and approved
by the Public Works Department, along with a master plan of water, sewer and
storm drain facilities for the on-site improvements prior to recording of the Map.
38. Submit written documentation from the holders of the various existing easements
shown on the Tentative Trace Map as being relocated or replaced ore
relinquished that they have reviewed and agreed with the quitclaim of their
respective easements as proposed by the Developer.
City of Newport Beach
City Council Resolution No.
Page 14 of 23
39. Easements for public emergency and security ingress/egress, weekly refuse
service, and public utility purposes on all private streets shall be dedicated to the
City. Said easements shall be shown on the tract maps.
40. No structures shall be constructed within the limits of any utilities easements.
41. All applicable . fees shall be paid prior to the City approval of the Final Tract Map.
42. Construction surety in a form acceptable to the City, guaranteeing the com pletion
of the various required public improvements, shall be submitted to the Public
Works Department prior to the City approval of the Final Tract Map.
43. All improvements within the public right-of-way shall be designed and
constructed per City Standards.
44.1 the event that private construction work damaged existing public
-,improvements surrounding the site, the Public Works Inspector at his discretion
will require additional public works reconstruction work as needed.
45. The centerline of the curb access ramps proposed at the development site
shall parallel with the Bayside Drive roadway alignment.
46. -The construction of bulkhead and gangways requires separate plan check and
permits.
47. The, construction of bulkhead and gangways shall be performed only during
periods, of low tide. Plastic sheeting shall be placed below the work location to -
collect the fallen construction debris. The collected debris . shall be removed and
disposed of at the end of each workday.
48. Prior to the construction of bulkhead and gangways, a determination shall be
made by a qualified, biologist as to the existence of eelgrass surrounding/nearby
the work site. In case of eelgrass, the Developer shall coordinate with the City's
Harbor Resources Division to apply for and obtain the required permits from The
US Army Corps of Engineers, The US Wildlife and Fishery' Service, The
California Coastal Commission, and other agencies for the work.
49. All improvements shall be designed and constructed in accordance with the
current edition of the City Design Criteria, Standard Special Provisions, and
Standard Drawings.
City of Newport Beach
City Council Resolution No.
Page 15 of 23
,50. Street, drainage and utility improvements shall be submitted on City standard
improvement plan formats. All of the plan sheets shall be prepared by California
licensed professionals responsible for the designs shown on the Plans.
51. The entry gate, when fully opened, shall stay clear of the travel path of vehicles
making right turns into the Tract.
52. All on-site drainage, sanitary sewer, water, and electrical systems shall be
owned, operated, and maintained by the Homeowners Association.
53. There are existing drainage outlets within the existing seawalls that discharge on-
site runoff into the Bay. Submit details on the disposition of these existing
drainage outlets. If these outlets are to remain in place, submit details as to how
these outlets will be modified to meet the City's on-site runoff retention water
quality requirements.
54. Details shall be provided as to how the development will comply with the City's
water quality and on-site non -storm runoff retention requirements.
55. All storm drain and sanitary sewer mains shall be installed with MacWrap.
56. ADA compliant curb access ramps shall be constructed at all interior curb
returns.
57. Each dwelling unit/building shall be served with an individual water service and
sewer lateral connection to the public water and sewer systems unless otherwise
approved by the Public Works Department and the Building Department.
58. The intersection of the -driveways with Bayside Drive shall be designed to provide
sight distance for a secondary roadway per City of Newport Beach Standard
Drawing STD -110-L. Slopes, landscaping, walls, signs and other obstructions
shall be considered in the sight distance requirements. Landscaping within the
sight lines (sight cone) shall not exceed 24-inchesin height and the monument
identification sign must be located outside the line of sight cone. The sight
distance may be modified at non-critical locations, subject to approval by the
Traffic Engineer.
59. The project shall provide 45 feet of vehicle stacking distance prior to the entry
call box measured from the property line. Two entry lanes shall be provided,
one lane for guest call box use and one for residential use.
60. Provide details on the vehicular turnaround area for garaged vehicles exiting Lots
No. 3, No. 9 and Lot No. 15 and revise as required by the City Engineer.
City of Newport Beach
City Council Resolution No.
Page 16 of 23
61. On-site parking, vehicular circulation and pedestrian circulation system shall be
subject to further review by the City Traffic Engineer.
62. Provide Class III standpipe system -at existing dock. Remove 2 %connections at
bulkhead.
63. Provide fire department connection for docks on Bayside Drive. Fire Department
connection. shall be located within 150 feet of a public hydrant on same side of
street.
64. Automatic fire extinguishing system required for residential units when the total
floor area exceeds 5,000 square feet.
65. Minimum width at entrance shall be 14 feet clear; preliminary plans shows less
than 14 feet at two locations.
66. Turning radius for fire apparatus shall not be less than 20 feet inside radius and
40 feet outside radius. Show on plan.
67. ..Any, obstructions in required fire access roadways, including speed bumps and
speed humps, are prohibited.
68. Provide on-site public fire hydrants.
69. Prior to the issuance of grading permits, the site shall be examined to determine
the existence and extent of archaeological and paleontological resources in
accordance with adopted City policies.
70. Prior to the issuance of gradinci/buildinq permits, the final design of all requir ed
off-site right of way improvements shall be reviewed . and approved by the Public
Works Department and Traffic Engineer.
71. Prior to the issuance of grading permits, the applicant shall prepare a
construction phasing plan and construction delivery plan that includes routing of
large vehicles. The plan shall include a haul route plan for review and approval of
the Public Works Department. Said plan shall specify the routes to be traveled,
times of travel, total number of trucks, number of trucks per hour, time of
operation, and safety/congestion precautions (e.g., signage, flagmen). Large
construction vehicles shall not be permitted to travel narrow streets and alleys as
determined by the Public Works Dep . artment. Traffic control and transportation of
equipment and materials shall be conducted in accordance with state and local
requirements.
City of Newport Beach
City Council Resolution No.
Page 17 of 23
72. Prior to the issuance of individual building permits, the applicant shall provide
. designs for building foundations and slabs appropriate to mitigating liquefaction
hazard.
73. Prior to the issuance of grading, the applicant shall provide results from an
inspection bya qualified engineer indicating the condition of the seawalls and.
tiebacks and make repairs to same as necessary.
74. Prior to the issuance of a grading permit, a Stormwater Pollution Prevention Plan
(SWPPP) shall be prepared and approved by the City of Newport Beach as the
local permitting agency in accordance with the requirements of the Regional
Water Quality Control Board (RWQCB). The SWPPP shall include BMPs to
eliminate and/or minimi7,e stormwater pollution prior to, and during construction.
The SWPPP shall require construction to occur in stages and stabilized prior to
disturbing -other areas and require the use of temporary diversion dikes and basins
to trap sediment from run-off and allow clarification prior to discharge.
75. Prior to the issuance of a grading permi , the applicant shall prepare a Water
Quality Management Plan (WQMP) specifically identifying the Best Management
Practices (BMP's) that will be used on-site�to control: predictable pollutant runoff.
The plan shall identify the types of structural and non-structural measures to be
used. The plan shall comply with the Orange County Drainage Area
Management Plan (DAMP). Particular attention should be addressed to the
appendix section "Best Management Practices for New Development." The
WQMP shall clearly show the locations of structural BMP's, and assignment of
long term maintenance responsibilities (which shall also be included in the
Maintenance Agreement). The plan shall be prepared to the format shown in
"Attachment C" of the DAMP title "Water Quality Management Plan.Outline" and
be subject to the approval of the City.
76. Prior -to the issuance of a grading in a NPDES
permit, the applicant shall obta
permit. The applicant shall incorporate storm water pollutant control into erosion
control plans using BMPs to the maximum extent possible. Evidence that proper
clearances have been obtained through the State Water Resources Control
Board shall be given to the Building Department prior to issuance of grading
permits.
77. Prior to the issuance of a gradin.
q Permi , the applicant shall submit evidence to
the City Building Official that the applicant has obtained coverage under the
NPDES statewide General Construction Activity Stormwater -Permit from the
State Water Resources Control'Board.
City of Newport Beach
City Council Resolution No.
Page 18 ;f 23
78. Prior to issuance of a grading permit, the project applicant shall document to the
City of Newport Beach Building Department that.all facilities will be designed and
constructed to comply with current seismic safety standards and the current City -
adopted version of the Uniform Building Code.
79. Prior to issuance of a gradinq permit, a geotechnical report shall be submitted
with construction drawings for plan check. The Building Department shall ensure
that the project complies with the geotechnical recommendations included in the
"Geotechnical Investigation" (Petra, 2004), as well as additional requirements, if
any, imposed by the Newport Beach Building Department.
80. Prior to issuance of a grading permit, the applicant shall., provide written evidence
to the Planning Director that a qualified archaeologist has been retained to
observe grading activities and. conduct salvage excavation of archaeological
resources as necessary. The archaeologist shall be present at the pre -grading
conference, shall establish procedures for archaeological resource surveillance,
and shall establish, in cooperation with the applicant, procedures for temporarily
halting or redirecting work to permit the sampling, identification and evaluation of
the artifacts as appropriate. If additional or unexpected archaeological features
are discovered, the archaeologist shall report such findings to the applicant and
to:.the-Planning Department. If the archaeological resources are found to be
significant, the archaeological observer shall determine appropriate actions, in
-cooperation with the applicant, for exploration and/or salvage. These actions, as
well as final mitigation and disposition of the resources, shall be subject to the
approval of the Planning Director.
81... Prior to issuance of a grading permit, the applicant shall provide written evidence -.-
to the Planning Department that a qualified paleontologist has been retained to
observe grading activities and salvage fossils as necessary. The paleontologist
shall be present at the pre -grading conference, shall establish procedures for
paleontological resource surveillance, and shall establish, in cooperation with the
applicant, procedures for temporarily halting or redirecting work to permit 'the
sampling, identification and evaluation of fossils. If major paleontological
resources are discovered which require long term baiting or redirecting of
grading, the paleontologist shall report such findings to the applicant and to the
Planning Department. The paleontologist shall determine appropriate actions, in
cooperation with the applicant, which ensure proper exploration and/or salvage.
These actions, as well as final mitigation and disposition of the resources, shall
be subject to the approval of the Planning Director.
82. Prior to the issuance of a building permit, a detailed acoustical analysis shall be
prepared by a qualified acoustical consultant and submitted to the City. This
acoustical analysis shall describe and quantify the noise sources impacting the
City of Newport Beach
City Council Resolution No.
Page 19 of 23
area and the measures required to meet the 65 CNEL exterior residential noise
standard. The final grading plans shall incorporate the noise barriers required by
the analysis and.the property owner/developer shall install these barriers.
83. Prior to the issuance of a grading or buildinq demolition permi , the applicant
shall submit an asbestos abatement and removal plan to the City Building Official
for approval. The abatement and removal plan shall comply with notification and
asbestos removal procedures outlined in SCAQMD Rule 1403 to reduce
asbestos related health issues.
84. Prior to the issuance of a demolition permi , the applicant shall submit a lead-
based -paint abatement and removal plan in accordance with all applicable
federal, state, and local regulatory requirements to the City Building Official for
approval.
85. Prior to the issuance of a grading or building permit, the applicant shall submit an
Erosion and -Sediment Control Plan (ESCP) in a manner meeting approval of the
City Building Official, to demonstrate compliance with local and state water
quality regulations for grading and construction activities. The ESCP shall
identify how all construction materials, wastes, grading or demolition debris, and
stockpiles of soil, aggregates, soil amendments, etc. shall be properly covered
stored, and secured to prevent transport into local drainages or coastal waters by
wind, rain, tracking, tidal erosion, or dispersion. The ESCP shall also describe
how the applicant will ensure that all Best Management Practices (BMPs) will be
maintained during construction of any future public right-of-ways. A copy of the
current ESCP shall be kept at the project site and be available for City of
Newport Beach review on request
86. Prior to the issuance of a building permi , the applicant shall submit a landscape
and irrigation plan prepared by a licensed landscape architect for review and
subsequent approval by the Planning Director upon determination that the
landscape plan is consistent with City standards and policies. The landscape and
irrigation plan shall include landscaping and irrigation within the Bayside Drive
right-of-way between the back of public sidewalk and the boundary of the Tract
Map. These plans shall incorporate drought tolerant plantings and water efficient
irrigation practices, and the plans shall be approved by the Planning Department,
General Services Department and Public Works Department. All planting areas
shall be provided with a permanent underground automatic sprinkler irrigation
system of a design suitable for the type and arrangement of the plant materials
selected. The irrigation system shall be adjustable based upon either a signal
from a satellite or an on-site moisture -sensor. Planting areas adjacent to
vehicular activity shall be protected by a continuous concrete curb or similar
"P
lb
City of Newport Beach
City Council Resolution No. .
Page 20 of 23
permanent barrier. Landscaping shall be located so as not to impede vehicular
sight distance to the satisfaction of the Traffic Engineer.
87. Prior the issuance of a building permit, the project shall be reviewed by the
Building Department to verify compliance with the following requirements:
a. Project design must comply with the 1997 Uniform Building Code (UBC)
seismic design criteria.
b. Structure setback must comply with either the 1997 Uniform Building Code,
(UBC) or the Orange County Grading Manual.
c. Any. ' imported soil for general grading shall have an Expansion Index of
less than 60.
d. Control site drainage.
e. Design footing embedments to resist the effects of expansive soil.
f.:�_ .,Maintain a proportionately high dead load component on foundations.
g. Over -excavate and moisture soils condition below foundations, floor slabs
and hardscape.
h. Use of articulation and reinforcement of concrete slabs and footings.
I ",.J..i,��Use of rigid foundation and floor slabs.
88. Priorlo the issuance of a building permit, the project shall be reviewed by the
Building Department to verify compliance with the following requirements:
a. Provide on-site hydrants;
b. All gates to property shall be automatic and provided with opticom and�
knox key.
89. Prior to the issuance of a certificate of. occupancy, the applicant shall schedule
an inspection by the Code and Water Quality Enforcement Division. to confirm
that all landscaping materials and irrigation systems have been installed in
accordance with the approved plans.
90. Prior to issuance of the certificate of occupancy or final of building permits, the
applicant shall schedule an evening inspection by the Code and Water Quality
Enforcement Division to confirm control of light and glare as specified in these
conditions.
91. Durinq construction of the proposed improvements:
a. construction vehicles shall not block -roadways on any roads adjacent to
the project site or any of the roads leading to or from the project site;
City of Newport Beach
City Council Resolution No.
Page 21 of 23
b. construction equipment will be properly maintained at an off-site location
and includes proper tuning and timing of engines. Equipment
maintenance records and equipment design specification data sheets
shall be kept on-site during construction;
C. all contractors will be advised not to idle construction equipment on site for
more than ten minutes;
d. on -site -diesel fueled construction equipment will be fueled with aqueous
diesel fuel;
e. cover all trucks hauling soil, sand, and other loose materials, or require all
trucks to maintain at least two feet of freeboard;
f. pave, water (three times daily), or apply non-toxic soil stabilizers on all
unpaved access roads, parking areas, and staging areas at construction
sites;
9. sweep all paved access roads, parking areas, and staging areas at
construction sites daily wi th water sweepers;
h. Sweep streets daily with water sweepers if visible. soil material is carried
onto adjacent public streets; I
i. Hydro seed or apply non-toxic stabilizers to inactive construction areas;
j. enclose, cover, water (twice daily), or apply non-toxic soil binders to
exposed stockpiles (dirt, sand, etc.);
k. limit traffic speeds on unpaved roads to 15 miles per hour;
1. install sandbags or other erosion control measures to prevent silt runoff to
public roadways during;
M. replant vegetation in disturbed areas as quickly as possible;
n. all construction equipment shall be properly tuned and maintained;
0. contractors shall maintain and operate construction equipment so as to
minimize exhaust emissions;
p_ trucks and vehicles in loading or unloading queues shall not idle;
q. construction activities shall be staged and scheduled to avoid emissions
peaks, and discontinued during second -stage smog alerts
92. During construction of the proposed improvements, in accordance with Public
Resources Code 5097.94, if human remains are found, the Orange County
coroner must be notified within 24 hours of the discovery. If the coroner
determines that the remains are not recent, the coroner will notify the Native
American Heritage Commission in Sacramento to determine the most likely
descendent for the area. The designated Native American representative then
determines in consultation with the property owner the disposition of the human
remains.
93. The applicant shall be responsible for the payment of all administrative costs
identified by the Planning Department within 30 days of receiving a final notification
of costs or prior to the issuance of a Building Permit.
City of Newport Beach
City Council Resolution No.
Page 22 of 23
94. All landscape materials and landscaped areas shall be installed add maintained
in accordance with the approved landscape plan. All landscaped areas shall be
maintained in a healthy and growing condition and shall receive regular pruning,
fertilizing, mowing and trimming. All landscaped areas shall be kept free of
weeds and debris. All irrigation systems shall be kept operable, including
adjustments, replacements, repairs, and cleaning as part of regular maintenance.
R5. Prior to issuance of any Certificate of Occuparipy, applicant shall provide an
agreement , in form acceptable to the City Attorney, which provides for
maintenance of landscaping within the Bayside Drive right-of-way between the
back of public sidewalk and the boundary of the Tract Map. The agreement shall
include right of entry to the right-of-way for the benefit of the applicant, the
Homeowners association, and any successors for purposes of maintaining the
landscaping.
96. Prior to issuance of anv Certificate of Occupancy, applicant shall complete
construction of public access improvements including the walkway along
Promontory Bay, the on -land and cantilevered walkway across and along the
bulkhead, and the ramp connecting this walkway to the existing floating walkway.
97. Prior to issuance of a Certificate of Occupancy for the first dwelling constructed in
the tract, applicant shall provide an agreement, in form acceptable to the City
Attorney, which provides for maintenance of the pedestrian accessways on Lot
"B", for the ramp extending from such accessways to the floating dock, for the'
floating dockway, and for related improvements by the Homeowners Association.
The agreement shall include right -of -entry to the City's property for the benefit O' -f
the applicant, the Homeowners Association, and any successors for purposes of
maintaining the improvements.
98- - Prior to issuance of any Certificate of Occupancy, applicant shall provide a
disclosure statement, in form acceptable to the City Attorney and to the Planning
Director, which shall be provided to each prospective lessee of one of the 17 lots
in the subdivision advising of the potential noxious characteristics of the nearby
boatyard which could adversely affect the prospective lessee's enjoyment of the
property. The disclosure statement shall be included and recorded with the
Conditions, Covenants, and Restrictions at the County Recorder's Office and
each lessee shall be required to acknowledge receipt of the disclosure
statement, in writing, prior to executing a lease and the written acknowledgement
shall be recorded together with the lease agreement with the County Recorder.
City of Newport Beach
City Council Resolution No.
Page 23 of 23
99. Prior to recordation of the Final Tract Map, applicant shall provide an instrument,
in form acceptable to the City Attorney, dedicating an easement for. public access
over and across the on -land and cantilevered walkway on the bulkhead at the
southerly boundary of the Tract, the pedestrian ramp extending from the walkway
on the bulkhead to the floating walkway, and that portion of the floating walkway
shown on the Tract Map and necessary to provide pedestrian access from the
pedestrian ramp to the floating dockway on the adjacent property to the east.
ORDINANCE NO.
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF NEWPORT
BEACH AMENDING THE DISTRICTING MAP AND APPROVING
PLANNED COMMUNITY TEXT AMENDMENT NO. 2004-003 ADOPTING
THE BAYSIDE RESIDENTIAL PLANNED COMMUNITY DISTRICT
DEVELOPMENT REGULATIONS FOR PROPERTY LOCATED AT 919
BAYSIDE DRIVE (PA 2004-072).
WHEREAS, on August 18, 2005, and on November 13 ' 2005, the Planning
Commission of the City of Newport Beach held a noticed public hearing regarding this
code amendment.
WHEREAS, the Planning Commission voted 5 to 1 to recommend approval of
this code amendment to the City Council.
WHEREAS, on January 10, 2006, and on February 14, 2006 the City Council of
the City of Newport Beach held a noticed public hearing regarding this code
amendment.
WHEREAS, the proposed Planned Community Development Regulations set
forth use and development standards for the Bayside Residential Planned Community.
The Proposed regulations provide suitable and adequate standards including those
relating to uses,.setbacks, building height limits, floor area limits, and signs.
WHEREAS, the proposed Planned Community Development Regulations (Zoning)
are consistent with the General Plan land use designation of Multi -Family Residential for
the proposed 17 -unit subdivision approved. concurrently with this ordinance.
WHEREAS, a Mitigated Negative Declaration (SCH, NO. 2005-061019) that
identifies potential significant impacts to the environment and certain mitigation
measures designed to avoid such impacts or reduce them to a less than significant level
was approved relative to the Planned Community teA
THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH DOES HEREBY ORDAIN
AS FOLLOWS:
SECTION 1: The Districting Map for the City of Newport Beach, California, shall
be amended as shown in Exhibit "A".
SECTION 2: The Bayside Residential Plan ned.Comm unity District Devel6pment
Regulations as in Exhibit "B" shall be incorporated into the Newport Beach Municipal
Code as uncodified text.
SECTION 3: The Mayor shall sign and the City Clerk shall attest to the passage
CN, of this Ordinance. This Ordinance shall be published once in the official newspaper of
City of Newport Beach
City Council Ordinance No.
Page 2 of 2
the City, and the same shall become effective thirty (30) days after the date of its
adoption.
This Ordinance was introduced at a regular meeting of the City Council of the City of
Newport Beach held on February 14, 2006, and adopted on the 28th. day of February
2006, by the following vote, to wit:
AYES, COUNCIL MEMBERS
NOES, COUNCIL MEMBERS
ABSENT COUNCIL MEMBERS
MAYOR
ATTEST:
CITY CLERK
Newport Beach, California
Adopted by Ordinance No. 2005 -
<insert date>
TABLE OF CONTENTS
Bayside Residential Planned Community District Regulations
Page
Introduction............................................................................................................. 1
ProjectDescription ................................................................................................ 1
Section I Statistical Analysis .................................................................... 5
Section 11 Development and Use Regulations .......................................... 5
Section III Conditions of Approval .............................................................. 9
List of Figures
Figure I General Site Location ............................................................... 3
Figure11 Land Use Plan .......................................................................... 4
FigureIII Site Plan ................................................................................... 22
INTRODUCTION
The subject of this document is a 3.92 -acre parcel on Bayside Drive that has been
designated as "Bayside Residential Planned Community District" on the Districting Map
for the City of Newport Beach. The designation was adopted to allow subdivision of the
parcel into 17 single-family lots and subsequent construction of custom-designed, luxury
homes. The Bayside Residential Planned Community District designation and "Bayside
Residential Planned Community District Development Regulations" have been adopted
consistent with Chapter 20.35, "Planned Community District", of the Newport B each
Zoning Code.
The project site is designated Multi -Family Residential in the Land Use Elemen I t of the
General Plan. This, designation permits both single-family and multiple -family dwellings;
however the Bayside Planned Community does not permit more than one units per
number lot within - the subdivision. The 3.92 -acre parcel will be developed consistent
with the General Plan and with regulations set forth herein and with all applicable
ordinances, standards, and policies of the City of Newport Beach.
All terms within this document shall be defined herein or they shall derive their meaning
from the Newport Beach General Plan and/or Municipal Code. Where this document� is
in conflict with similar provisions of the Municipal Code, this document shall control.
Where this document does not address a particular land use, zoning or development.
issue, the Municipal Code shall control. Nothing within this document shall be construed
to relieve ...any,party from compliance with all applicable laws, guidelines, policies of the
Newport Beach Municipal Code.
The subject property is located within the Coastal Zone and development pursuant to
I
this PC Text will require a Coastal Development Permit from the California Coastal
Commission.
The general site location and land use plan for the subject property are set forth in
Figure I and Figure 2.
PROJECT IYESCRIPTION
The, Promontory Bay area of Newport Beach is bounded by Newport'Bay, Marine
Avenue/Jamboree Road and East Coast Highway.where the project site is generally
located. The Bayside Residential Planned Community District is within this area and is
located on the south -side of Bayside Drive between Promontory Channet, Newport Bay
and the Cove Condominiums across from a neighborhood retail shopping center
(Bayside Center) anchored by a supermarket. The Cove Condominiums (multiple -
family residential dwellings) are located to the east of the subject property.
Vehicular access to the planned community is provided from Bayside Drive by a single
gated access. A bulkhead provides sufficient water depth at the south property line for
I
34 private boat docks and access to the North Channel of Newport Bay. A twelve -foot -
wide sidewalk/bike path adjoins the property frontage at Bayside Drive.
An existing 10 -foot -wide irrevocable public access easement and sidewalk generally
consisting of an 2 -foot wide landscaped area and an 8 -foot wide sidewalk provide public
access from Bayside Drive along the westerly boundary of the planned community to
the North Channel of Newport Bay. The easement and walkway has a viewing platform
at the southwest corner of the planned community that will connect to an 8 -foot wide
walkway along the southerly side of the planned community that will connect to a
gangplank to a 6 -foot -wide floating walkway parallel to the waterfront. The walkway
provides access to the boat docks and continues along the waterfront of the adjoining
property on the east and terminates at bayward of the Newport Beach Yacht Club that
abuts Marine Avenue to the east. The easement and walkway provide unobstructed
.public access to the waterfront.
The 3.92 -acre project site is to be developed as a gate community of custom-designed,
singl.e4amily homes. Newport Tentative Tract Map No. 2004-001 (Tract 15323) was
approved with -this PC Text and accommodates creation of 17 �single-family lots
represented as numbered lots on the Tract Map All lettered lots are i - n common and are
intended to accommodate common amenities and other improvements and are not
developable for residences.
Common area facilities include the private driveway providing access to all lots, a
recreation lot which may include a pool, and.landscaped areas. A 6 -foot wide fire
,access easement, that must remain open and unobstructed at all times, connects the
private loop road to. a gangplank and to the walkway. at the boat docks.
Adoption of the Bayside Residential Planned Community District zoning designation and
corresponding Bayside Residential Planned Community District Development
Re'g* ulations for the subject property was deemed an appropriate means of integrating a
gated community of si - ngle-family, detached homes within the context of gated, attached
apartment and condominium communities within the immediate area. Adoption of the
PC designation and text provided the City the means to maintaining and enhancing
public access to the waterfront. Development standards incorporated in the PC Text
accommodate residential development consistent with the General Plan Multi -Family
designation, yet of, reduced scale than might otherwise be allowed, as a suitable
transition from Baysidia Drive to the waterfront.
2
MOVE
0
NOT TO SCALE
VICINITY MAP
BAY HARBOR - T.M. 15323
PLANNED COMMUNITY DISTRICT
""'A A
ADAMS STREETER
CIVIL ENGINEERS, INC.
15 Corporate Park, Irvine, CA 92606
Ph: (949) 474-2330 Fax: (949) 474-0251
CONTACT: FELIX GONZALEZ
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SECTION I STATISTICAL ANALYSIS
Area of Developmen
Total Area: 3.92 acres
2. Site Area and Usage
A. Individual residential leases 2.82 acres (Lots 1-17)
B. Common recreation area: 0. 19 acres. (Lot "A")
C. Irrevocable public access 0.14 acres (Lot "B")
(Area to be revised to reflect inclusion of on -land and cantilevered access)
D. Common open space & landscape 0. 10 acres. (Lots "C", "D", WH")
E. Vehicular driveways 0.67 acres (Lot "E")
SECTION 11 DEVELOPMENT& USE REGULATIONS
1. Permifted Uses
A. Single-family, detached dwellings
B. Accessory structures (i.e. garages, gazebos, barbeques, fences, walls,
etc.)
C. Recreation facilities ancillary to residential uses
D. Model homes and on-site sales office,
E. Home occupations pursuant to the Zoning Code
2. Intensity of Developmen
Maximum permissible number of units: 17 single-family, detached
dwellings
4. Minimum Lot Area and
Minimum lot areas are as indkcatej ;- Table 1, "Bayside Planned Community
d .1 1 CAW
District Regulations."
-5. Maximum Buildable Area
Maximum buildable areas are as indicated in Table 1, "Bayside Planned
Community District Regulations."
6. Maximum Floor Area
The maximum allowable floor area is 1.75 times maximum buildable area as
indicated in Table 1, "Bayside Planned Community District Regulations."
7. Minimum Yards
Minimum yards are as indicated in Table 1, "Bayside Planned Community District
Regulations."
Table I Bayside Planned Community District Regulations
Minimum Maximum Maximum Minimum YardS3
Lot Lot -Area Buildable Floor
(Sq. Ft.) Area Area 2 Front Side Rear
(Sq. Ft.)'
1
- 6,550
4,048
7,084
35 4
5Y5.6
1015
2
5,818
3,172
5,551
20'
5'
10,
3
10,754
6,230
10,902
18 Y7
5'
10,8
4
6,500
4,649
8,135
25 7
51
518
5
8,548
5,124
.8,967
25 Y7
519
5'8
6
6,500
3,740
6,545
25 17
_5'
5'8
7
8,125
4,899
8,573
25 ;7
5'
5'a
8
6,500
3,649
6,386
25 v7
5!
5'8.
9
9,150
4,666
8,166
20 7
51
518,10
10
7,155
4,113
7,198
20,7
51
518-9
11
6,000
3,540
6,195
20,7
51
5'8
12
6,000
3,540
6,195
20 Y7
51
5'8
13
6,000
3,327
5,822
20 17
5'/ 10'
5'8
14
6,720
3,564
6,237
20 17
57 10'
5'8
15
8,400
3,856
6,748
15/'20 7.11
5 15
10,5,8
16
6,640
3,851
6,739
20'
5 5
10,5
17
5,800
3,364
5,887
201
5'5
10
' Lot area less minimum front, side, and rear yard areas
2 1.75 X Maximum buildable area and not including maximum 400 sq. ft. attributable to required, e nclosed
3 parking
Minimum 18' required between face of garage wall and back of curb
4 Minimum 20'front yard if merged with Lot 2
5 Lots 1, 15, 16, & 17, minimum 10' yard required parallel to Bayside Drive and measured from the
6 respective landscape Lot "C" or Lot "D".
7 Minimum 10'side yard required between building wall and easterly tract boundary.
8 Water -side yard deemed "front yard" for Lots 3 - 15 (see Tract Map)
Minimum 5' rear yard required between each one-story building wall and curbside property line;
minimum 10' rear yard required between each two-story building wall and curbside property line.
9 Minimum 5'side yard required adjacent to "Fire Access Easement" shown on Tract Map
10 Minimum 5'side yard adjacent to "pedestrian access easement" on Tract Map
11 Minimum 20' required at southerly 55' of front yard; minimum 15' required at northerly 42' per Tract
Map
6 J
I
8.
Building Height
The baseline for measuring height shall be finished grade. The maximum
permissible height of any dwelling shall be 28 feet to the mid -point of a sloping
roof or to the top of a flat roof. The peak of a sloping roof shall not exceed 33
feet. If a roof -top deck is proposed, the height of any protective railing shall be no
higher than 28 feet. The maximum permissible height of any accessory structure
shall be 12 feet.
9.
Building Pad'Elevations
Building pads adjacent to the bulk -head along Newport Channel may be raised to
elevations as shown on Tentative Tract Map 2004-001 (TRACT 15323) approved
in conjunction with adoption of this text.
10.
Vehicular Access
Vehicular access to all buildable lots within the Bayside Community shall be
provided by a private d riveway that shall comply with City Council Policy L-4
except that sidewalks are not required. The minimum width of the private
driveways shall be 36 feet measured curb to curb when parking is allowed on
both sides of the private driveway and 32 feet curb to curb when parking is
allowed on one side or no parking is allowed. Curb -side parking spaces within on
Lot "E" shall be 8' x 22' minimum. The Bayside P -C development may be a
private,(gate guarded) community with secured vehicular access.
11.
Parking
The size of open and enclosed parking spaces and areas shall be as specified by
the residential parking standards contained in the Newport Beach Zoning Code.
A minimum of two (2) garage parking spaces shall be provided per dwelling. Jn
addition, a minimum of two parking spaces (side-by-side, not tandem) shall be
provided on the driveway approach '10 each garage of each single-family
dwelling. A total of 19 curb -side parking spaces shall be provided on the
common, private driveway that provides access to each buildable lot.
Driveway approaches to each dwelling shall not exceed 20 feet for a two -car
garage, 25 feet for a three -car garage, and 32 feet for a four -car garage. A
maximum of 1 driveway approach is permitted dwelling.
12. Signs
All signs shall conform to the all applicable sign standards of the Municipal Code.
i
A sign program for the Bayside Planned Community.shall be submitted pursuant
to Section 20.67 of the Zoning Code for review and approval by the Planning
Director.
13. Lighting
All lighting within the development shall be implemented and maintained in
accordance with applicable City Standards and shall be designed and maintained
in a manner which minimizes impacts on adjacent land uses. Nighttime lighting
shall be limited to that necessary for security. All plans for lighting shall be
prepared and signed by a licensed electrical engineer and shall be subject to
review and approval of the Planning Director.
14. -Fences, Hedges and Walls
15.
Fences, hedges and walls shall be limited to three (3) feet in height in all front
yards and in the rear yards of waterfront lots (Lots 3-15). Fences, hedges, and
walls shall be limited to six (6) feet in height in all other rear yards and side yards
including the perimeter wall at Bayside Drive.
Exception: Hedges along the perimeter wall along �Bayside Drive shall be limited
to twelve (12) feet in height.
Exception: Open-work walls and fences that are ninety -percent of the wall plane
open (wrought iron in combination with pilaster) up to a maximum of six (6) feet
in height are permitted at the side property line of each waterfront lot (Lots 3-15)
and extending into the front yard from the setback-'rline to the waterfront property
line.
Walls that extend in the same plane as the front (common driveway -side) wall of
a dwelling into a required side yard for purposes of enhancing the entrance of an
entry courtyard may be up to twelve (12) feet in height.
Arbors and Trellises
Arbors and 'trellises may pr6ject into yards abutting the common driveway
provided no such structure is closer than four (4) feet to the property line. I The
footprint area of such structures shall not exceed forty (40) square feet with a
maximum height of ten (10) feet. Arbors and trellises must be at least 50% open.
16. Barbeques,
Freestanding barbeques may project into all residential side yards, into rear
yards of non -waterfront lots (Lots 1, 2, 16, 17) and front yards of waterfront lots
(Lots 3-15) provided a minimum distance of four (4) feet is maintained between
the barbeque - s and the respective side, rear, or front property lines. No barbeque
including chimney may exceed five (5) feet in height. Barbeques shall be located
so as not to impede emergency access.
17. Structures in Common Areas
Freestanding structures such as entry arbors, trellis, and colonnades are
permitted in common areas. Said structures are limited to twelve (12) feet in
height. Entry arbors, trellises, and colonnades must be at least 50% open and
shall be located at least four (4) feet from the nearest property'line or lines.
Freestanding fireplaces or barbeques in common areas are permitted with a
maximum height of ten. (10) feet and subject to compliance with the requirements
of the �Uniforrn Building Code. Fireplaces and barbeques must be located at
least,four (4) feet from the nearest property -line or lines.
SECTION III CONDITIONS OF APPROVAL
The following conditions shall apply to all development pursuant to the Bayside Planned
Community.-Drevelopment Regulations and are adopted as conditions of approval of
Tentative", Tia_c't Map No. 2004-001 (Tract 15323):
1 Water service to the Planned Community will be furnished by the City of Newport
Beach. Each dwelling unit/building shall be served with an individual water -
service lateral connection to the public water system unless otherwise approved
by the Public Works Department and the Building Department.
2. Sewage disposal service facilities to the Planned Community will be provided by
the City of Newport Beach and the (-"orange County Sanitation District. Each
dwelling unit/building shall be served with an individual sewer service lateral
connection to the public sewer system unless otherwise approved by the Public
Works Department and the Building Department.
3. Grading and erosion control shall be carried out in accordance with the
provisions of the City of Newport Beach Grading Ordinance and shall be subject
to permits issued by the Building and Planning Departments.
4. The developer shall comply with the City's water quality and on-site non -storm
runoff retention requirements by the preparation and approval by the City of a
Stormwater Pollution Prevention Plan (SWPPP). Existing drainage outlets within
9
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I
the existing seawalls that discharge on-site runoff into the Bay shall be modified
to meet the City's on-site runoff water quality requirements.
5. Fire equipment access walkways, streets, gangplanks, and dock ways shall be
designed to meet exiting and fire protection requirements as specified by the
Uniform Building Code and shall be subject to review and approval by the City
Newport Beach Building and Fire Departments.
6. Street, drainage and utility improvements shall be submitted on City standard
improvement plan formats. All of the plan sheets shall be prepared by California
licensed professionals responsible for the designs shown on the Plans.
7. All improvements shall be designed and constructed.in accordance with the
current edition of the City Design Criteria, Standard Special Provisions, and
Standard Drawings.
8. The California Vehicle Code shall be enforced on the private streets and drives,
and delineation acceptable to the Police Department and Public Works
Department shall be provided 'along the sidelines of the private streets and
drives.
9. Curb -side collection of refuse shall be subject to City of Newport Beach approval.
10. The design of public access improvements shall provide for full public access 24 -
hours a day, 7 -days a week to 100% of the bay,frontage along Promontory Bay
Channel and Balboa Channel. The: existing walkway along the Promontory
Channel shall be improved -to provide a minimum width of eight (8) feet. A new,
on -land and cantilevered public walkway along the water front shall be eight (8)
feet clear and shall be constructed to meet all ADA standards as shall the new
ramp connecting this walkway with the existing floating walkway.
11. A 12 -foot wide concrete sidewalk/bike path behind the street curb face shall be
provided along the Bayside Drive frontage.
'112. All on-sitte common area Improvements such as parks, docks, ent-, gates and
ly U
entry, all on-site drainage, sanitary sewer, water, and electrical systems shall be
owned or leased, operated and maintained by the HOA.
13. All overhead utilities serving the P -C shall be made underground
14. The developer shall be required to submit a sign plan for review by the Planning
Department for conformity with Chapter 20.67 of the Zoning Code. The sign plan
shall include informational signs at the access to Lot B from Bayside Drive right-
of-way, at the juncture of the Promontory Bay accessway on Lot B with the on -
land and,cantilevered accessway along the Bay, and at the location where the
prolongation of the easterly property line of the subject property intersects with
10
the floating dockway clearly identifying such improvements as public walkways
and inviting pedestrians. Sign text and graphics are subject to review and
approval of the Planning Director.
15. The project is subject to all applicable City ordinances, policies, and standards,
unless specifically waived or modified by the Planned Community District
Regulations.
16. The development shall be in substantial conformance with the approved Tentative
Tract marked revisedand dated February 2, 2006.
17. The applicant is required to obtain all applicable permits from the City Building and
Fire Departments.
18. The applicant shall comply with all federal, state, and local laws. Material
violation of any of those laws in connection with the use may be cause for
revocation of this Use Permit.
.19. This -approval was based on the particulars of the individual case and does not in
and of itself or in combination with other approvals in the vicinity or Citywide
constitute a precedent for future approvals or decisions.
20. Should this site be sold or otherwise come under different ownership or be
operated by a different entity than the applicant, any future owners, assignees or -
operators shall be.notified of the conditions of this approval by the current owner or
leasing.- company.
21. No dwelling other than one, single-family, detached dwelling may be constructed on,
any buildable lot created by Tentative Tract Map 53232. No dwelling may exceed a
height of twenty-eight (28) feet as measured consistent with Municipal Code,
Section, 20.65.030, "Measurement of Height". These restrictions shall be included
in the Conditions, Covenants, and Restrictions (CC&R's) which shall be prepared
and recorded with the County Clerk at the time a Final Map is recorded.
22. Boat slips frol-ItIng the project site shall be operated as a residential marina for the
17 residential leaseholds of the Bayside Residential Planned Community. The
slips shall not be rented to anyone who is not a resident of the Bayside Residential
Planned Community. These restrictions shall be noted on the Final Map and
incorporated into Conditions, Covenants, and Restrictions (CC&R's) which shall be
prepared and recorded with the County Clerk at the time a Final Map is recorded.
23. The applicant shall prepare architectural guidelines that will apply to the design of
all dwellings proposed for construction on lots created by Tentative Tract Map
15323 approved together with this Use Permit. The architectural guidelines shall
be subject to review and approval of the Planning Dir ector. The architectural
guidelines shall be incorporated into Conditions, Covenants, and Restrictions
I I
(CC&R's) which shall be prepared and recorded with the County Clerk at the time a
Final Map is recorded. The CC&R's shall require that all dwellings and
improvements comply with the architectural guidelines.
24. The applicant shall prepare plans for construction of public access improvements
on Lot B including the public walkway improvements along Promontory Bay, the on -
land and cantilevered walkway along the existing bulkhead, the ramp connecting
the on -land and cantilevered walkway with the existing floating dockway, and
related improvements consistent with revised Tentative Tract Map 15323 as
necessary to comply with handicapped access requirements of the California
Building Codes and to enhance pedestrian safety and improve the visual character
of. public access through inclusion of lighting, railings, and other appropriate
improvements. The plans shall be developed in consultation with the City's Harbor
Resources Division and subject to final approval by Harbor Resources, Public
Works, and Planning.,
25. The on -land and cantilevered walkway and ramp shall be designed to meet
exiting and fire.protection requirements as specified by the applicable Codes and
shall be subject to review and approval by the Newport Beach �Building, Fire, and
�Harbor Resources Departments.
26.. The proposed project shall conform to the requirements of the Uniform Building
Code, any local amendments to the UBC, and State Disabled Access
requirements, unless otherwise approved by the Building Department.
27. All work conducted within the public right-of-way shall be approved under an
encroachment permit issued by the Public Works Department.
28. All mechanical equipment shall be screened from view of adjacent properties and
adjacent public streets within the limits authorized by this permit, and shall be
sound attenuated in accordance with Chapter 10.26 of the Newport Beach
Municipal Code, Community Noise Control.
29. A sign plan shall be submitted for review for conformity with Chapter 20.67 of the
Zoning Code. The final location of th e signs shall be reviewed by the City Traffic
Engineer and shall conform to City Standard 11 O -L to ensure that adequate sight
distance is provided. Enhanced public access signage shall be reviewed and
approved by the Planning Director. Signs shall be designed and positioned to
inform pedestrians of public access opportunities. Signs shall be installed and
maintained in perpetuity by the Developer or home owners association unless
maintenance of public access is accepted by the City.
30. Temporary signs shall be prohibited in the public right-of-way unless otherwise
approved by the Public Works Department in conjunction with the issuance of an
encroachment permit or encroachment agreement.
12
31. The Developer shall file one (1) Final Tract Map (Map).
32. The Map shall be prepared on the California coordinate system (NAD88). Prior
to recordation of the Map, the surveyor/engineer preparing the Map shall submit
to the County Surveyor and the City of Newport Beach a digital -graphic file of
said map in a manner described in the Orange County Subdivision Code and
.Orange County Subdivision Manual. The Map to be submitted to the City of
Newport Beach shall comply with the City's CADD Standards. Scanned images
will not be accepted.
33. The Final Map shall include reconfigured Lots C and D that accommodate the
perimeter wall to be reconstructed along the Bayside Drive and a minimum 6 -
foot -wide landscaped setback between the Bayside Drive right-of-way and the
perimeter wall.
34. The Developer of the Bayside Planned Community shall obtain and maintain a
valid Harbor Permit for the continued operation and maintenance of the existing
or-,,fut,ure docks, gangplanks and other dock related improvements. This Harbor
yl� Permit shall be transferred to the Homeowners Association (HOA) for the
Bayside Planned Community upon its creation. As a condition to the Harbor
Permit, the fee owner and leasehold owner shall execute an agreement to
provide and maintain public access as identified within the Planned Community-,,,
District Regulations and these conditions of approval.
35. The,Final Map shall be revised to provide a lettered lot coterminous with the
caritilevered public walkway along lots 3-9. Said lot shall be owned and
maintained by the Home Owners Association for public access purposes and
said lot shall not be obstructed or use for other purposes.
36- Prior to recordation, the Map shall tie the I=ndary of the map into the Horizonta[
Control System established by the County Surveyor in a manner described in
Sections 7-9-330 and 7-9-337 of the Orange County Subdivision Code and
Orange County Subdivision Manual, Subarticle 18. Monuments (one inch iron
pipe with tag) shall be set On Each Lot Corner unless otherwise approved by the
City Engineer. Monuments shall be nrotected in -lace if -nstalled prior '--
- V 911
completion of construction project.
37. A hydrology and hydraulic study shall be prepared by the applicant and approved
by the Public Works Department, along with a master plan of water, sewer and
storm drain facilities for the on-site improvemerits prior to recording of the Map.
38. Submit written documentation from the holders of the various existing easements
shown on the Tentative Trace Map as being relocated or replaced ore
relinquished that they have reviewed and agreed with the quitclaim of their
respective easements as proposed by the Developer.
13
SI
39. Easements for public emergency and security ingress/egress, weekly refuse
service, and public utility purposes on all private streets shall be dedicated to the
City. Said easements shall be shown on the tract maps.
40. No structures shall be constructed within the limits of any utilities easements.
41. All applicable -fees shall be paid prior to the City approval of the Final Tract Map.
42. Construction surety in a form acceptable to the City, guaranteeing the completion
of the various required public improvements, shall be submitted to the Public
Works Department prior to the City approval of the Final Tract Map.
43. - All improvements within the public right-of-way shall be designed and
constructed per City Standards.
44. In the event that private construction work damaged existing public
improvements surrounding the site, the Public Works Inspector at his discretion
will require additional public works reconstruction work as needed. -
45. The centerline of the curb access ramps proposed at the development site
entrance shall parallel with the Bayside Drive roadway alignment.
46. The construction of bulkhead and gangways requires separate plan check and
permits.
47. The construction of bulkhead and gangways shall be performed only during
periods of low tide. Plastic sheeting shall be placed below the work location to
collect the fallen construction debris. The collected debris shall be removed and
disposed of at the end of each workday.
48. Prior to the construction of bulkhead and gangways, a determination shall be
made by a qualified biologist as to the existence of eelgrass surrounding/nearby
the work site. In case of eelgrass, the Developer shall coordinate with the City's
Harbor Resources Division to apply for and obtainthe required permits from The
US Army Corps oil Engineers, The US Wildlife and Fishery Service, The
California Coastal Commission, and other agencies for the work.
49. All improvements shall be designed and constructed in accordance with the
current edition of the City Design Criteria, Standard Special Provisions, and
Standard Drawings.
50. Street, drainage and utility improvements shall be submitted on City standard
improvement plan formats. All of the plan sheets shall be prepared by California
licensed professionals responsible for the designs shown on the Plans.
14
51. The entry gate, when fully opened, shall stay clear of the travel path of vehicles
making right turns into the Tract.
52. All on-site drainage, sanitary sewer, water, and electrical systems shall be
owned, operated, and maintained by the Homeowner s Association.
53. There are existing drainage outlets within the existing seawalls that discharge on-
site runoff into the Bay. Submit details on the disposition of these existing
drainage outlets. If these outlets are to remain in place, submit details as to how
these outlets will be modified to meet the City's on-site runoff retention water
quality requirements.
54. Details shall be provided as to how the development will comply with the City's
water quality and on-site non -storm runoff retention requirements.
55. All storm drain and sanitary sewer mains shall be installed with MacWrap.
56. ADk�compliant curb access ramps shall be constructed at all interior curb
returns.
.3A
57. Each dwelling unit/building shall be served with an individual water service and
sewer lateral connection to the public water and sewer systems unless otherwise
approved by the Public Works Department and the Building Department.
58. The intersection of the driveways with Bayside Drive shall be designed to provide
sight.__,distance for a secondary roadway per City of Newport Beach Standard
Drawing STD -1 1 O -L. Slopes, landscaping, walls, signs and other obstructions
shall be considered in the sight.distance requirements. Landscaping within' the,
sight lines (sight cone) shall not exceed 24 -inches in height and the monument
identification sign must be located outside the line of sight cone. The sight
distance may be modified at non-critical locations, subject to approval by the
Traffic Engineer.
59. The project shall provide 45 feet of vehicle stacking distance prior to the entry
call box measured from tie property line. Two entry lanes shall be provided,
one lane for guest call box use and one for residential use.
-60. Provide details on the vehicular turnaround area for garaged vehicles exiting Lots
No. 3, No. 9 and Lot No. 15 and revise as required by the City Engineer.
61. On-site parking, vehicular circulation and pedestrian circulation system shall be
subject to further review by the City Traffic Engineer.
62. Provide Class III standpipe system at existing dock. Remove 2 %connections at
bulkhead.
15
q-?)
63. Provide fire department connection for docks on Bayside Drive. Fire Department
connection shall be located within 150 feet of a public hydrant on same side of
street.
64. Automatic fire extinguishing system required for residential units when the total
floor area exceeds 5,000 square feet.
65. Minimum width at entrance shall be 14 feet clear; preliminary plans shows less
than 14 feet at two locations.
66. Turning radius for fire apparatus shall not be less than 20 feet inside radius and
40 feet outside radius. Show on plan.
67. Any obstructions in required fire access roadways, including speed bumps and
speed humps, are prohibited.
68. Provide on-site public fire hydrants.
-69. -Prior to the issuance of grading permits, the site shall be examinedto determine
the existence and extent of archaeological; and paleontological,- resources in
accordance with adopted City policies.
70. Prior to the issuance of grading/bui ding
I . permits, the final design of all required
off-site right of way improvements shall be reviewed and approved �by the Public
Works Department and Traffic Engineer.
71. Prior to the issuance of cirading permits, the applicant shall prepare a
construction phasing plan and construction delivery plan that includes routing of
large vehicles. The plan shall include a haul route plan for review and approval of
the Public Works Department. Said plan shall specify the routes to be traveled,
times of travel, total number of trucks, number of trucks per hour, time of
operation, and safety/congestion precautions (e.g., signage, flagmen). Large
construction vehicles shall not be permitted to travel narrow streets and alleys as
determined by the Public Works Department. Traffic control and transportation of
equipment and materials shall be conducted in accordance with state and local
requirements.
72. Prior to the issuance of individual building permits, the applicant shall provide
designs for building foundations and slabs appropriate to mitigating liquefaction
hazard.
73. Prior to the issuance of grading, the applicant shall provide results from an
inspection by a qualified engineer indicating the condition of the seawalls and
tiebacks and make repairs to same as necessary.
16
74. Prior to the issuance of a grading permit, a Stormwater Pollution Prevention Plan
(SWPPP) shall be prepared and approved by the City of Newport Beach as the
local permitting agency in accordance with the requirements of the Regional
Water Quality Control Board. (RWQC.B). The SWPPP shall include BMPs to
eliminate and/or minimize stormwater pollution prior to, and during construction.
The SWPPP shall require construction to occur in stages and stabilized prior to
disturbing other areas and require the use of temporary diversion dikes and basins
to trap sediment from run-off and allow clarification prior to discharge.
75. Prior- to the issuance of a grading permi , the applicant shall prepare a Water
Quality Management Plan (WQMP) specifically identifying the Best Management
Practices (BMP's) that will be used on site to control predictable pollutant runoff.
The plan shall identify the types of structural and non-structural measures to be
used. The plan shall comply with the Orange County Drainage Area
Management Plan (DAMP). Particular attention should be addressed to the
appendix section "Best Management Practices for New Development." The
WQMP shall clearly show the locations of structural BMP's, and assignment of
long term maintenance responsibilities (which shall also be included in the
Maint ' enance Agreement). The plan shall be prepared to the format shown in
"Attachment C" of the DAMP title "Water Quality Management Plan Outline" and
be subject to the approval of the City.
76. Prior to the issuance of a grading permit, the applicant shall obtain a NPDES
it., The applicant shall incorporate storm water pollutant control into erosion
pe m
r
control plans using BMPs to the maximum extent possible. Evidence that proper
clearances have been obtained through the State Water Resources Control
Board shall be given to the Building Department prior to issuance of grading
permits.
17. Prior to the issuance of a gradinq permit, the applicant shall submit evidence to
the City Building Official that the applicant has obtained ' coverage under the
NPDES statewide General Construction Activity Stormwater Permit from the
State Water Resources Control Board.
7& Prior to issuance of a grading permit, the project applicant shall document to the
City of Newport Beach Building Department that all facilities will be designed and
constructed to comply with current seismic safety standards and the current City -
adopted version of the Uniform Building Code.
79. Prior to issuance of a gradirig permit, a geotechnical report shall be submitted
with construction drawings for plan check. The Building Department shall ensure
that the project complies with the geotechnical recommendations included in the
"Geotechnical Investigation" (Petra, 2004), as well as additional requirements, if
any, imposed by the Newport Beach Building Department.
80. Prior to issuance of a grading permit, the applicant shall provide written evidence
to the Planning Director that a qualified archaeologist h2s been retained to
17
observe grading activities and conduct salvage excavation of archaeological
resources as necessary. The archaeologist shall be present at the pre -grading
conference, shall establish procedures for archaeological resource surveillance,
and shall establish, in cooperation with the applicant, procedures for temporarily
halting or redirecting work to permit the sampling, identification and evaluation of
the artifacts as appropriate. If additional or unexpected archaeological features
are discovered, the archaeologist shall report such findings to the applicant and
to the Planning Department. If the archaeological resources are found to be
significant, the archaeological observer shall determine appropriate actions, in
cooperation with the applicant, for exploration and/or salvage. These actions, as
well as final fnitigation and disposition of the resources, shall be subject to the
approval of the Planning Director.
81. Prior to issuance of a grading permit, the applicant shall provide written evidence
to the Plan.nin6 Department that a qualified paleontologist has been retained to
observe grading activities and salvage fossils as necessary. The paleontologist
shall be present at the pre -grading conference, shall establish procedures for
paleontological resource surveillancer ' and shall establish, in cooperation with the
applicant, procedures for temporarily halting or. redirecting. work to permit the
sampling, identification and evaluation of fossils. I -� If- major, paleontological
resources are discovered which require long term baiting or redirecting of
grading, the paleontologist shall report such findings to the applicant and to the
Planning Department. The paleontologist shall determine appropriate actions, in
cooperation with the applicant, which ensure rproper exploration and/or salvage.
These actions, as well as final mitigation and disposition of the resources, shall
be subject to the approval of the Planning. Director.
82. Prior to the issuance of a building permit, a detailed acoustical analysis shall be
prepared by a qualified acoustical consultant and submitted to the City. This
acoustical analysis shall describe and quantify the noise sources impacting the
area and the measures required to meet the 65 CNEL exterior residential noise
standard. The final grading plans shall incorporate the noise barriers required by
the analysis and the property owner/developer shall install these barriers..
80'. Prior to the issuance of a grading or building demolition permit, the applicant
shall submit an asbestos abatement and removal plan to the City Building Official
for approval. The abatement and removal plan shall comply with notification and
asbestos removal procedures outlined in SCAQMD Rule .1403 to reduce
asbestos related health issues.
84. Prior to the issuance of a demolition permit, the applicant shall submit a lead-
based paint abatement and removal plan in accordance with all applicable
federal, state, and local regulatory requirements to the City Building Official for
approval.
85. Prior to the issuance of a grading or building permit, the applicant shall submit an
Erosion and Sediment Control Plan (ESCP) in a manner m eeting approval of the
City Building Official, to demonstrate compliance with local and state water
quality regulations for grading and construction, activities. The ESCP shall
identify how all construction materials, wastes, grading or demolition debris, and
stockpiles of soil, aggregates, soil amendments, etc. shall be properly covered,
stored, and secured to prevent transport into local drainages or coastal waters by
wind, rain, tracking, tidal erosion, or dispersion. The ESCP shall also describe
.how the applicant will ensure that all Best Management Practices (BMPs) will be
maintained during construction of any future public right-of-ways. A copy of the
current ESCP shall be kept at the project site and be available for City of
Newport Beach review on request
86. Prior to the issuance of a buildinq permit, the applicant shall submit a landscape
and irrigation plan prepared by a licensed landscape architect for review and
subsequent approval by the Planning Director upon determination that the
landscape plan is consistent with City standards and policies. The landscape and
irrigation plan shall include landscaping and irrigation within the Bayside Drive
right-of-way between the back of public sidewalk and the boundary of the Tract
M -..--.These plans shall incorporate drought tolerant plantings and water efficient
ap�
irrigation practices, and the plans shall be approved by the Planning Department,
General Services Department and Public Works Department. All planting areas
shall be provided with a permanent underground automatic sprinkler irrigation
system of a design suitable for the type and arrangement of the plant materials,�
selected. The irrigation system shall be adjustable based upon either a signal
from-,, a satellite or an on-site moisture -sensor. Planting areas adjacent --to:
vehicular activity shall be protected by a continuous concrete curb or similar
permanent barrier. Landscaping shall be located so as not to impede vehicular
sight distance to the satisfaction of the Traffic Engineer.
87. Prior the issuance of a building permit, the project shall be reviewed by the.
- Building Department to verify compliance with the following requirements -
a., Project design must comply with the 1997 Uniform Building Code (UBC)
seismic design criteria.
b. Structure setback must comply with either the 1997 Uniform Building Code
(UBC) or the Orange County Grading Manual.
c. Any imported soil for general grading shall have an Expansion Index of
less than 60.
d. Control site drainage.
e. Design footing. embedments to resist the effects of expansive soil.
f. Maintain a proportionately high dead load component on foundations.
g. Over -excavate and moisture soils condition below foundations, floor slabs
and hardscape.
h. Use of articulation and reinforcement of concrete slabs and footings.
i. Use of rigid foundation and floor slabs.
19
511
88. Prior to the issuance of a building permit, the project shall be reviewed by the
Building Department to verify compliance with the following requirements:
a. Provide on-site hydrants;
b. All gates to property shall be automatic and provided with opticom and
knox key.
89. Prior to the issuance of a certificate of occupanc , the applicant shall schedule
an inspection by the Code and Water Quality Enforcement Division to confirm
that all landscaping materials and irrigation systems have been installed in
accordance with the approved plans.
90. Prior to issuance of the certificate of occupancy or final of building per mits, the
- applicant,shall schedule an evening inspection by the Code and Water Quality
Enforcement Division to confirm control of light and glare as specified in these
conditions.
91. During construction of the proposed improvements:
a. construction vehicles shall not block roadways on any roads adjacent to
the project site or any of the roads leading to or from the project site;
b. construction equipment will be properly maintained at an off-site location
and includes proper tuning and timing of engines. Equipment
maintenance records and equipment design specification data sheets
shall be kept on-site during construction;
c. all contractors will be advised not to idle construction equipment on site for
more than ten minutes;
d. on-site diesel fueled construction equipment will be fueled with aqueous
diesel fuel;
e. cover all trucks hauling soil, sand, and other loose materials, or require all
trucks to maintain at least two feet of freeboard;
f. pave, water (three times daily), or apply non-toxic soil stabilizers on all
unpaved access roads, parking areas, and staging areas at construction
sites;
9. sweep all paved access roads, parking areas, and staging areas at
construction sites daily with water sweepers;
h. Sweep streets daily with water sweepers if visible soil material is carried
onto adjacent public streets;
i. Hydro seed or apply non-toxic stabilizers to inactive construction areas;
j. enclose, cover, water (twice daily), or apply non-toxic soil binders to
exposed stockpiles (dirt, sand, etc.);
k. limit traffic speeds on unpaved roads to 15 miles per hour;
1. install sandbags or other erosion control measures to prevent silt runoff to
public roadways during;
M. replant vegetation in disturbed areas as quicklV as possible;
20
21
n. all construction equipment shall be properly tuned and maintained;
0. contractors shall maintain and operate construction equipment so as to
minimize exhaust emissions;
p. trucks and vehicles in loading or unloading queues shall not idle;
�q. construction activities shall be staged and scheduled to avoid emissions
peaks, and'discontinued during second -stage smog alerts
92.
Durinq construction of the proposed improvements, in accordance with Public
Resources Code 5097.94, if human remains are found,.the Orange County
coroner must, be notified within 24 hours of the discovery. If the coroner
determines that the remains are not recent, the coroner will notify the Native
American Heritage Commission in Sacramento to determine the most likely
descendent for the area. The designated Native American representative then
determines in consultation with the property owner the disposition of the human
remains.
93.
The applicant shall be responsible for the payment of all administrative costs
identified by the Planning Department within 30 days of receiving a final notification
of costs or prior to the issuance of a Building Permit.
94.
All landscape materials and landscaped areas shall be installed and maintained
in accordance with the approved landscape plan. All landscaped areas shall be,
maintained in a healthy and growing condition and shall receive regular pruning,,
fertilizing, mowing and trimming. All landscaped areas shall be kept free of
weeds and debris. All irrigation systems shall be kept operable, including
adjustments, replacements, repairs, and cleaning as part of regular maintenance.
95.
Prior to issuance of anV Certificate of Occupancy, applicant shall provide an
agreement, in form acceptable to the City Attorney, which provides for
maintenance of landscaping within the Bayside Drive right-of-way between the
back of public sidewalk and the boundary of the Tract Map. The agreement shall
include right of entry to the right-of-way for the benefit of the applicant, the
Homeowners association, and any successors for purposes of maintaining the
landscaping.
96.
Prior to issuance of any Certificate of Occupanc applicant shall complete
construction of public' access improvements including the walkway along
Promontory Bay, the on -land and cantilevered walkway across and along the
bulkhead, and the ramp connecting this walkway to the existing floating walkway.
97.
Prior to issuance of a Certificate of Occupancy for the first dwelling constructed in
the tract, applicant shall provide an agreement, in form acceptable to the City
Attorney, which provides for maintenance of the pedestrian accessways on Lot
"B", for the ramp extending from such accessways to the floating dock, for the
floating dockway, and for related improvements by the Homeowners Association.
The agreement shall include right -of -entry to the Citv's propertv for the benefit of
21
the applicant, the Homeowners Association, and any successors for purposes of
maintaining the improvements.
98. Prior to issuance of any Certificate of Occupancy, applicant shall provide a
disclosure statement, in form acceptable to the City Attorney and to the Planning
Director, which: shall be provided to each prospective lessee of one of the 17 lots
.in the subdivision advising of the potential noxious characteristics of the nearby
boatyard which could adversely affect the prospective lessee's enjoyment of the
property. - The disclosure statement shall be included and recorded with the
Conditions, Covenants, and Restrictions at the County Recorder's Office and
each lessee - shall be required to acknowledge receipt of the disclosure
statement, in writing, prior to executing a lease and the written acknowledgement
shall be recorded together with the lease agreement with the County Recorder.
99. Prior to recordation of the Final Tract Map, applicant shall, provide an instrument,
in form acceptable to the City Attorney, dedicating an easement for public access
over and across the on -land and cantilevered walkway on the bulkhead at the
southerly boundary of the Tract, the pedestrian ramp extending from the walkway
on the bulkhead to the floating walkway, and that portion of the floating walkway
shown on the Tract Map and necessary to provide pedestrian access from the
pedestrian ramp to the floating dockway on the adjacent property to the east.
22
I-1ARINE SAFETY DEPARTMENT
70 Newport Pier
W____ I
f4ovember 16, 1972
TO.- R. B6 RE-EDO MARINE SAFETY DIRECTOR
FROM: Captain Harshbarger
SUBJECI.1: EXCLUSIVE USE OP COMMERCIAL TIDELANDS
Mr, Leamanp Chief Operations officer, for the C-Vgty of Orange
Q� _ -,
Harbor, Beaches and Parks District during the Joint Harbor Com-
mittee meeting held October 10 with reference to.the Irvine
Cove Project for the old Villa j.,4arina saiteO stated
that where "County tidelands'are involved in a project, County
.,.Counsel has ruled th-at slips can't be provided on an exclusive
basis, He said that the only way leases can be awarded to yacht
clubs for ex0jusive use of county tidelands, according to County
Counsel,, is that the cl
ub have a non-discriminatory clause in
their by -la -vis. Mr. bear,.i,,:in said he realizes thif: project involves
City, not county tidelands and mentiol-is -,,-his for�information only
in order that the Con=ittee be aware- of one legal interpretation
of a tidelands trust arid that this proposed exclusive use be
check closely with -the el"'ity attorney.
This subject was discussed briefly at tae November 14 Joint Harbor
--_.Co_Tmrittee meating. A.t.this meeting, CoxxuaissioAer. Robinson requested
that the Ci-ty determine "exclusive use" �",t only for the vacht
club but for any quasi -commercial project suci-I.-as the Cove Condom-
inium development.
Section One., A and B outline the current harbor permit policies,
Section A states "Sihore connected piers and floats bayward of
residential -zoned areas shall be reserved for the occupants of
the abutting upland property".
Section B states "Shore connected piers and Iloats bayward of
coumiercial-zoned areas mav be used by persons other than the
occupants of the abutting upland property."
It has been past precedence by the City to require that apart-
wents and condominium reserve their slips for the abutting upland
rooerty owners or leasees. The primary reasoning behind this
policy has been to keep apartment and condominium properties from
becoming marina oriented. A marina operation would require rest -
rooms and Parking facilities for transient visitors,
R. S. Reed
Page Two
November 16, 1972
The proposed cove Condominium project will, I believe be zoned
R-3., From what, I understand this might preclude the necessity
for having non-exclusive Slip use.
Should.the Shark Island Yacht Club need a non-dis criminatory
clause in their by-laws.for 'exclusive usen arrangements because
Of-,th6ir commercial zoning, I'm sure this could be aQcomplished.
I.was given this indication over the telephone Tuesday by a
representative of the Club,
I will get,, for you# County Counsel'
S written Opinion on this
Matt6r; as it is applied to the County�Tidelands*. In the mean-
time, could we getan opinion from our City Attorney so that
,I can,Proceed intelligently with the Irvine Company and out
Planning staff.
Sincerel
D. Har.shbarger, Captain
Marine Safety Departnient
DH: I f
THE COVES
9/20/72 Letter sent to D. Kuhn of T.I.C. re City, COE, & RWQCB
permits.
9/29/72 Rec'd letter of application for harbor permit from D. Kuhn
of T.I.C4
10/6/72 Letter sent to RWQCB re requirements for wastedischarge
permit in conjunction w/dredging.
11/3/72 Letter sent to D. Kuhn re RWQCB waste discharge requirements.
11/16/72 Memo to Marine Director re exclusive use of tidelands.
11/21/72 Rec'd copy of letter to City Manager re JHC concern with
Coves Development EIR.
11/29/72 Recid memo from City Attorney re exclusive use of tidelands.
11/30/72 Tent. Tract Map Coves development approved by Planning
Commission.
1/11/73 Rec'd copy of letter sent to D. Kuhn of T.I.C. re presentation
to J.H.C. on Coves development from K. Sampson of OCHD.
1/24/73 Rec'd copy of EIR for Coves development.
2/2/73 Rec'd letter from D. Kuhn of T.I.C. requesting amendment to
harbor permit to delete dredging.
2/9/73 Memo sent to JHC by secretary to Committee concerning exclusive
use of tidelands.
21/16/73 Letter sent �o City Council by J.H.C. secretary explaining
J.H.C. action,on Coves harbor permit-i.e. no action.
2/20/73 Rec'd copy of letter to COE requesting amendment to applications
for permit sent by D. Kuhn of T.I.C.
2/26/73 City Council approved harbor permit with conditions.
3/7/73 RecId copy,of letter to COE explaining proposed marina sent by
D. Kuhn of T.I.C.
3/12/73 City Council approved two additional conditions for Harbor
Permit re bridge repair and access to residential parcel
3/14/73 Notice of City Council approval of Coves project sent to COE.
4/26/73 RecId copy of letter -to RWQCB re protective measures during
marina construction sent by D. Kuhn of T.I.C.
8/16/73 Planning Commission approved Resolution #396 w/condition
re exclusive use.
8/29/73 Rec'd letter from Chuck Saffell of T.I.C. re protection
measures to prevent pollution during construction of marina.
10/26/73
11/19/73
4/16/74
4/19/74
7/9/74
7/16/74
7/2.2/74
8/2/74
8/8/74
8/12/74
8/16/74
8/26/74
8/27/74
11/6/74
1/14/75
3/20/75
3/21/75
3/20/75
5/27/75
5/29/7 5
8/27/75
THE COVES
Page 2.
Rec1d COE Public Notice #70-30 for Coves project.
Rec1d copy of letter sent to EPA by R. Putman of TIC re
vessel waste pump out facilities.
Rec1d copy of COE permit for Coves from R. Putman of TIC
Issued portion of harbor permit for bulkhead construction only.
City Council rec1d letter from Shirley Knutsen.
Rec'd letter from S. Knutson expressing concern that new marina
will extend further into bay.
Letter sent to Shirley Knutson re her concern with new marina
configuration.
Rec'd letter from D. Kuhn of TIC requesting approval of marina
redesign necessitated by COE permit.
Planning Commission rec'd report r e status of Coves development-
-in particular that work under 'the Harbor Permit.
Sent letter -to City Attorney re public access on float headwalk-
and liability.
Rec'd memo from City Attorney re public access and liability.
City Council approved revision to harbor permit necessitated
by COE permit.
Letter sent to D. -Kuhn of TIC re issuance of final harbor permit
with notation re need for revised COE permit.
Rec1d copy of COE notice re amendment of slip layout.
Rec'd copy of letter from D. Karpinen to RWQCB re vessel waste
discharge from marina.
Rec'd letter from D. Karpinen re receipt of COE permit,and
anticipated date of demolition.
Letter from Ben Nolan (City Engr.) to TIC (D. Schnori) re
corrective measures to be undertaken at Bridge abutment.
Letter sent to D.-Karpinep re pilings left in place after
demolition of old marina.
City Council accepted grant of easement, etc,
Rec'd letter from D. Karpinen agreeing to remove pilings
remaining from demolition of old marina.
Transferred western portion of project to McClain. Rec'd
"Declaration re Villa Marina".
9/4/75
9/.24/75
11/6/75
11/21/75
11/20/75
11/24/75
THE COVES Page 3
Recld.letter from D. Karpinen regarding anticipated construction
starting date.
Letter sent to TIC, D4 Karpinen giving approval to begin const.
Rec'd cpy of working drawings from Trautwein Brothers.
Rec'd copy of letter from CNB Pub,Wks.Dept. to TIC re bridge
abutment improvements.
Letter received from Irvine-Pac. Co. requesting amendment to
permit.
Letter sent to G.A. Mitchell indicating agreement to amend permit.
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lion. Robert E. Badhani February 5, 1971
LE ,
■
COMMISSIONERS CITY OF NEWPORT L_-ACH
ROLL CALL November 30, 1972
MINUTES
i&JnCV
The Environmental Impact Reports in connectton
with item #9 and Item #10 were discutsed con-
currently because of their relattonship.
Item #9
Request to subdivide 5.7 acres into three lots for
TENTATIVE
commercial and condominium development, tFie accep-
tance of an Environmental Impact Report, and the
R—AP
TRACT
approval�of a Grading Plan.
8073
'Location: Portion of Block 94 of Irvine's
APPROVED
Subdivision, located at the south-
CONDI-
westerly corner of Bayside Drive andT—IONALLY
Marine Avenue, adjacent to the
Balboa Island Bridge.,
Zone, R-3, C -l -H
Applicant: The Irvine Company, Newport Beach
Engineer: Williamson and Schmid, Santa Ana
Owner: Same as Applicant
Item #10
Request to permit the construction of a permanent
clubhouse for the Shark Island Yacht Club, and to
USE
PERMIT
permit the sale of alcoholic beverages and the use
of live entertainment at the facility.
1629
APPROVED
Location: Portion of Block 94, Irvine's
Subdivision, located.at 1099 Bay-
CONDI-
TIONALLY
side Drive, on the southwesterly
corner of Bayside Drive and Marine
Avenue,
Zone: C -1-H
Applicant- Shark Island Yacht Club, Newport Beach
Owner: The Irvine Company, Newport Beach
Public hearing was opened in connection with the
Environmental Impact Reports on the above two
items.
Page 10.
COMMISSIONERS
CIT Y OF N EWPORT L-ACH
't� 10
..4
MINUTES.
ROLL CALL
November 30, 1972 iuncv
Larry Moore, Associate Planntng Administrator with
The Irvine Company, appeared before the Planning
Co mmission to di'scuss and answer questtons pertain-
ing to the EIRs.
Allen Beek, 28.Beacon Bay, appeared before the
Planning Commission and commented on the EIRs
relative to grading and developmentof the projects.,
Motion
x
Following a lengthy discussion, Planning Commission
Ayes
X
X
X
found that the Environmental Impact Reports for
Noes
�XX
X
X
Tentative Map Tract 8073 and Use Permit Application
No. 1629 addressed themselves to the major environ-
mental concerns that have been raised about the
two projects and found them to be generally ade-
quate in those respects.
Tentative Map Tract 8073 was discussed by the
Planning Commission and Larry Moore, Associate
Planning Administrator -with The Irvine Company
appeared to answer questions pertaining to the
project.
Motion
X
Following discussion by the Planning Commission
All Ayes
which.included the matter of pedestrian walk -ways
and other facilities including benches, Tentative
Map Tract 8073 was approved subject to the follow-
ing conditions:
1. That all -public improvements be constructed as
required by ordinance and the Public Works
Department.
2. That Section 19,16.030 of the Subdivision
Ordinance regarding map scale be waived pro-
vided maps drawn accurately to a scale of
1",= 100' are furnished to the Public Works
Department,
L That the boundary of the final map be check -ed
by the County Surveyor before being submitted
to the city for approval.
4. That all vehicular access rights from Lot 3 to
Marine Avenue be relinquished to the City.of
Newport Beach.
Page 11.,
COMMISSIONERS CITY OF N EWPORT L...ACH
RMI CA11 November 30. 1972
MINUTES
5, That an additional five foot wide stri0 of
right-nof,-way be dedicated along the southerly
side of.Bayside Drive., Such a ddittonal right -
of -,,way is necessary to permit continuation of
the l3wfoot wide combined bi'cycle path and
pedestrian walkway scheme zlong the Promontory
Bay development (Tract No.. 3867) located west-
erly of this development. Minor reductions on
right-of-way Widths will be permttted subject
to the review of the Director of Community
Development and the City Engineer.
6., The two interior cul-de-sacs for the condomin-
ium development shall have minimum 37-1, foot
radii.
7. That the bicycle path, pedestrian walkway, and
�street tree scheme be constructed in the
expanded parkway adjacent to this development.
Abandoned driveway approaches and damaged curb
shall be removed and replaced as necessary to
make a compatible, neat -appearing completed
project.
8. That additional stree t lights be constructed
along the Bayside Drive frontage as required
by the Public Works Department.
9. That additional fire hydrants be provided as
required by the Public Works Department and
the Fire Department.
That landscape plans along Marine Avenue be
submitted to and approved by the Parks, Beaches
and Recreation Commission.
�OM. That fire fighting access to the marina shall
be provided with the of the Fire
-approval
Department..
12. That there shall be submitted a declaration of
Covenants, Conditions and Restrtctions govern-
.ing the maintenance and operation of tfie
condominium on Lot 2 acceptable to the Director
of Community Development and the City, Attorney.
13. That a minimum 5 foot wide public sidewalk
easement be required along the westerly pro-
perty line of Lot 2 extending beyond the
ordinary high water mark.
Page 12.
COMMISSIONERS
-T I CITY OF NEWPORT L__ACH
0
ROLL CALL November 30- 1972
MINUTE$
INUCA
14. That a...minimum 5 foot wide public �p;edestrian
ea-semeht be approved along tFie- bulk -head line
of -Lots 2 and 3 to the sati
'sfactton of the
Departments of. Marine Safety and Community
-
Development, Said easement shall be improved
with benches and other facilities for ped_
estrtan use in a manner meeting the approval
of the Director of Communtty Development.,
15. That a.pier permit be approved for the new
bulkhead and piers by t'he Department of Marine
Safety,
16. With the exception of Lot 1, all slips and
side.tie facilities in the Bay adjoining th-e
subject property shall be reserved for the
exclusive use of the condominium owners or
tenants and the members.of the Shark Island
Yacht Club, provided that this is consistent
with the laws and polic,ies of the -County Is( --
17. That development for the proposed condominiums
on Lot -2 shall be according t'o the approved
plot plan and grading plan, except for minor
modifications approved by the Department of
Community Development.
�18. Plans, including prciposals for the control of
d bris and protection of the adjoining ch-annel,
shall be submitted to and approved by, the
Director of Community Development prior to
the issuance of demolition permits.& -
19. That the developer shall be respo nsible for
all precautionary actions necessaryto protect
the quality of the waters of the harbor durinc
excavation and construction operattons and
shall prepare plans and specifications design-
ed to Protect the waters of the -adjoining
channel prior to the issuance of,any butlding
permits.
20. Detailed landscaping plans including a -water-
ing facilities plan prepared by a landscape
.architect, licensed contractor or architect
shall'be submitted to and approved by the
Director of Community Development. Said
landscaping may consist of lawn, trees,
shrubbery and/or other pla-nt materials and
shall be arranged so as to preserve the view
to the water from Bayside Drive frontage.
Page 11,
COMMISSIONERS CITY OF NEWPORT L-ACH
MINUTES
70
gni I rAL1 I Nnvpmhpr in- iog iuncv
Public hearing was continued in connection with
Use Permit Application No., 1629 and As-s-istant
Community Development Director Hewicker presented
additional information relative to the height of
thestructure in light of the new height ordinance
which was recently adopted.
Larry Moore, Associate Planntng Administrator with
The Irvine Company,:appeared before the Planning
Commission and answered questions pertaining to
the project, and in particular the matter of
constructing a pedestrian walkway under the bridge
in order�to avoid vehicular traffic.
There being no others desiring to appear and be,
heard, the public hearing was closed.
Motion
X
'Following discussion, motion was made that Use
Permit Application No., 1629 be approved subject
to the ten staff conditions plus a Condition No.
11 which stated: That the applicant shall pro-
vide access to the far side of the bridge for
members that have boat slips in -that area in a
manner to be approved by the City Engineer, the
Community Development Department and the Harbor
District, under the bridge if feasible.
Motion
X
A substitute motion was made that Use Permit
.Ayes
X�
X
X
X
Application No. 1629 be approved subject to the
Noes
X
1XX
ten staff conditions only, as follows:
1. That this approval shall be for a period of
five years fro -m the date of final determina-
tion of the application, and any request for
extension shall be acted upon by. th-e Modifica-
tions Committee.
2. That a landscape plan be submitted to and
approved by the Community Development Depart-
ment, Said plan shall indicate landscaping
throughout the site and consist of trees,
shrubs and groundcovers. Said.landscaped
areas shall�be enclosed by minimum six (6)
inch high concrete or asphalt curbs, be
equipped with automati-c irrigation systems,
and be permanently maintained.
3. All signs shall be subject to the approval of
the Community Development Department..
Page 14,
COMMISSIONERS CITY OF N EWPORT L-ACH
M01 4
MINUTES
ROLL CALL 10
November 30, 1972 INDEX
,/'4..) That the develODer shall be reSDonsible for all
pre.,cautionary actions necessary to protect the
quality of the waters of New -port Bay and Harbor
during grading and construction operations,
and shall prepare and submit erosion control
plans and specificattons destgned to prevent
deposition of sediments.
5. That trash areas shall be enclosed wtth walls
not less than six (6) feet in hetght and be
integrated into the building design, or all
trash areas shall be within the bui-ldtng.
6. All rooftop mechanical equipment except vents
required by the Building Code shall be screen -
from view of homes fronting on Dolphin
Terrace. Such screening to be subject to the
approval of the Community Development Department.
7. That a subdivision or resubdivisi-on be processed
including this parcel.
8. That all improvements be constructe-d as required
by the Public Works Department.,
9, That an additional five foot wide strip of
right"of-way be dedicated along the southerly
side of Bayside Drive to facilitate construc-
tion of a bicycle path in conjunctibn With the
pedestrian sidewalk.
10. That a.harbor permit shall be required before
any modification may be made to the existing
dock and slip facilities, and a transfer permit
shall be required if slips are assigned to the
yacht club.
Item #11
Request to amend a portion of Districting Map No.,
AMENDMENT
15 from a C -z -1-H District to an R-3 District.
NO. 344
Location... Portion of Block 94 of rrvine"s
APPROVED
Subdivision, located on the south
side of Baytid6 Drive westerly of
Marine Avenue near the Balboa
Island Bridge.
Zone: C -1-H
Applicant: The Irvine Company, Newport Beach
Page 15..
''COMMISSIONERS
CITY OF NEWPORT L—ACH
0
r. Ln
MINUTES
Nnv
ROLL CALL 1972 INDEX
Motion
All Ayes
Owner c Same as Applicant
Public hearing was opened in connection with this
amendment and Larry, Moore, Associate Plannfng
Administrator with the Irvine Company, appeared
before the Planning Commission on behalf of the
applicant. He stated that the condition as
recommended by the staff was satisfactory.
There being no others desiring to appear and be
heard, the public hearing was closed.
X
Planning Commission recommended to the City Council
that Amentment No.. 344 be approved and that a front
yard setback of ten feet be established along
Ba side Drive to conform with the existing setback
y
indicated on the Districting Map for the R-3 pro-
perty to the west.
Planning Commission recessed at 1:15 a.m. and
reconvened at 1:20 a.m.
Commissioner Martin stepped down from the dais
and abstained from the discussion of the following
item due to a possible conflict of interest since
one of his relatives may have participated in the
sale of the property
Item #12
Environmental Impact Report of JAK Construction-
E.I.R.
Company filed in conjunction with th'p- f5al=a
FINAL
of Tract 7796 to permit a subdiviston of 1.245
MAP
acres into three lots for forty-seven condominium
TRACT
units,
7796
Location: Lots I through 7, inclusive, in
ACCEPTED
Block "B" of Baystde Tract, and
Lots 1 through 6, inclusive, in
Block 7 of the Balboa Tract;
located northerly of Balboa Boule-
vard, easterly of Palm Street,
southerly of the U.S. Bulkhead Line
and westerly of Washington Street
in Central Balboa.
Page 16.
MARIINE SAFE TY DEPARTMENT
70 Newport --Pier
4. January -9, �1973, the Joint Harboir Cormittee move d t]_ a
I e t e r -be directed to the Irvine -Company requesting tb-a%-- a
_t(DUr+Q-rY C:)F=
February 16, 1973
cl IF=
HARBORS, BEACHES AND PARKS DISTRICT
Newport Beach City Council
City Hall, 3300 Newport Boulevard
Newport Beach, California 92660
SUBJECT: Harbor Permit Application
"The -Cove" Development
Gentlemen:
KENNETH SAMPSON
DIRECTOR
1901 BAYSIDE DRIVE
NEWPORT BEACH,
CALIFORNIA 92662
TELEPHONE: 834-4794
AREA CODE 714
by The Irvine Company for
This application was reviewed by the Joint Harbor Committee at its meeting
of February 13, 1973. Mr. Larry Moore, representing The Irvine Company,
displayed a scale model of the project and addressed in particular two items
about which the Committee had previously requested further information and
clarification.
The first item concerned title to the property to be developed. Mr. Moore
presented to the Committee a copy of a Preliminary Title Report prepared for
The Irvine Company by First American Title Insurance Company. It was pointed
out that the report states that title to the property in question vests in
The Irvine Company, subject to public easement for commerce, navigation, and
fishery over any submerged portion. However, Mr. Moore added that the report
states further that such -easement will be eliminated at such time that the
submerged portion is.filla,led, in conformance with all applicable permits. The
Committee received and f-iled the.title report.
The second "Cem concerned the intended exclusive use of boat slips by occu-
pants of the adjoining property, which is apparently consistent with existing
City harbor permit policties for City tidelands, but contrary to County'policy
with respect to County tidelands. Chairman KymIa expressed the view that
since the subject application involves only City tidelands, it was inappro-
priate for the Committee to concern itself with differences in city and
county policy with respect to exclusive use of boat slips.
A number of questions seeking clarification of the design features of the
project were raised and answered. In response to a question about maintenance
of the proposed floating public walkway, Chairman Kymla indicated that it was
the City's intention to maintain the walkway.
COUNTY OF ORANGk_
HARBORS, BEACHES AND -PARKS DISTRICT
At the conclusion of the discussion, Chairman Kymla stated he would enter -
tain a motion for approval of the permit application. Hearing none, Chairman
Kymla so moved. In the absence of a second to the Chairman's motion, Council-
man Ryckoff moved, seconded by Commissioner.Robinson, that the matter of the
application for a harbor permit for the project be forwarded to the City
Council for action without recommendation, together with a summary (stated -
above) of the Committee's review of the subject.
Respectfully submitted,
Q RYN L—EAMANV,Chief of Operations
SecrE(/ary to Joint Harbor Committee
LML: mph
cc: The Irvine Company
Robert L. Wynn, City Manager, Newport Beach
Robert Reed, Marine Safety Director, Newport Beach
2.
COUNTY OF ORANC
HARBORS, BEACHES AND PARKS DISTRICT
C! Y 11�1 f)
D t-'Pj', RT T 0 F 1""! AV 1GA, T 10 N AND OCEAN D1 V E L 0 P EN T
I A. 16 WNIF1 5-.fEET
SACk,%MCNITO, CALIMRINIA 95014
Juiy 2
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41----ilbersbip in- tha bcat club be 0 'Ie P' Ic on equa I and
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2. n,10 restriction on mb e. r S h i p as to Oriallim raz.-e. relioicn, or
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lub, in accorulancc wi-h -ircil-,itoctural
C. L cop. ro I by t h-- City.
Any other restriction the sta�.6 M -y require.
The D-2puty Attornay c2n2ral ccre-ants which w:are Frade on August 31, 1,0601 an this
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Dept. of
e.0,vicex
CITY OF NEWPORT BEACH
Marine Department
December 9, 1991
TO: FILE
SUBJECT: Harbor Permit 200-1001
On December 5, 1991 staff met with representatives of the Irvine
Company to discuss Harbor Permit 200-1001 and 104-101 for the
Irvine Company marinas byward of Shark Island Yacht Club, Cove
marina and Bayside Marina. The reason for the discussion was
Irvine's plan to sell properties adjacent to the marinas but to
retain the marina operations.
We explained to the Irvine Company the current policies which
require that the harbor permit be in the name of the upland
property owner. However in these situations, based on hisotircal
circumstance, the Irvine Company has retained small parcels
bayward of the marinas, but at the same time the size of the
marinas far exceed the sizes of the parcels owned by the Irvine
Company. At the same time., the Irvine Company has retained the
marinas. We suggested to them that the way to resolve the problem
is to allow them to sell off the parcels but retain some upland
ownership and put the marina permits under one lease from the City
of Newport Beach for the marina operation.
Bob Burnham was concerned about being able to have some kind of
leverage to control the leased marina and also to forestall
problems with the adjacent upland property owners if they are
providing amenities used by the marina. We would have to draft
such a lease and the Irvine Company would have to have a number of
reservations of rights with the adjacent property owner(s) to
forestall suits betwen the property owner, Irvine Company and the
City regarding littoral property owner rights over State tidelands
and also agreements to make sure we had the required parking and
sanitary facilities adjacent to the marinas. These would need to.
be adequately recorded so in case of changes of ownership or
development of the upland properties the City would be notified of
transfers and proposed changes. There should also bhe something in
the lease to protect the City in case the Irvine Company should, in
the future, wish to assign the tideland lease(s) to a successor.
These issues would need to be dealt with. The Irvine Company must
now put together a basic proposal and talk again with the City.
California Recreation Co.
1137 Bayside Drive Corona del Mat-, California 92625
MEETING NOTICE
(714) 644-9730 FAX (714) 720-9436
Date:
DECEMBER 5. 1991
Time:
9:30 A.M.
Place:
CITY ATTORNEY'S OFFICE
NEVPORT BOULEVARD
NEWPORT BEACH, CALIFORNIA
Subject:
SELLING GROUND LEASES FOR
SHARK ISLAND YACHT CLUB AND
BAHIA CORINTHIAN YACHT CLUB
Called by:
EDWARD V. POWER
Attendees:
R. BURNHAM
D. HARSHBARGER
L. NARTINDALE
D. NeNUTT
T. HELUN
J. WALIACE
qM I i
4
RZCORDING REQUESTED BY. 16196
I-' TIIE IRVIIIE UVANY F -EX-C -' -AP Tj n6conorn AT n-our.sr or
'610 Uewport Center Orive C 5
Newport,Beach, CA 92663 L . ffLE In I -R.I;r CQ
IN OfFICIAL R,CO;:D.'&
WEEN RECORDED MAIL —10; ORANGr COUNTY, CALIF.
Gall Robbins tot im jUli j a LgS
Residential DeveloK.ent L WnIE ORLYU_ Cej A..Aar
(Space abovo t -his line for Recorder's Use)
Ln
GRXN1 OF EASEMENT
THE IRVIr.-E CO�U,MIIY, a West Virginia corporation, and
ROBERT B. McLAIN, a -i individual, doing business as McLA.IN
DEVELOP�LMIJT COMPANY (hereinafter collectively referred to
as *Grantors"), hereby GR2C.-r to the CITY OF NEITPORT BEACH,
a municipal corporation organized under the laws of the
State'of Callfornia (hereinafter referred to as "Grantee"),
an easement for pedestrixi wa lkway purposes, over and along
real property situated in the -City of Newport -Beach,_ County_
of.Orange, State of California, desc ribed as follows*j
I That portion of Parcel 2, as per map filed in,
Book 59, page 39 of Parcel Maps and that portion
of Block 94 cf It -vine's Subdivision, as nor map
filed in Book 1, page 89 of Miscellaneous Record..
Maps, records of said Orange County, described as -
follows:
Beginning at the Nort!iwest corner of said Parcel 2;
thence South 0*54'02" West 552.30 feet along the
Westerly linee of said oarcel and the Southerly
prolongation thereof to the U.S. Bulkhead Line as
shown on said marcel m-ap; thence South 89*05'58" East
20.00 feet along said Bulkhead Line; thence North
0*54'02- Easz 33.00 feet; thence North 89*05158"
West 4.00 -feet; thence North 0'54'02" East 40.00
feet; ithence North 89'05'5a- West 6.00 feet;
thence North 0*54'02- East 473.43 feet to the
Northeasterly line of said.Parcel 2; thence North
58*41'5S' Uest 11.59 feet along said Northeasterly
line to the Point of Beginning.
Said easement is shown on Exhibit "B"attached hereto
and =&do apart hereof by this reference..
SUBJECT TO easements and -rights of way of record or
apparent.
Ln
n
SO 1431?G 318
Grantee agrees that Grantors shall not be liable for any
loss dama�e inlur death of an erson or claim of an
kind or character to any person or property arising from t h e C_
public's use of this easement, and Grantee hereby wai�es on
its behalf all claims and demands against Grantors for any
such loss, damage, injury or death, and, except to the extent
occasioned by the act or neglect of Grantors, their employees
or agents, hereby agrees to indemnify and to hold GrzLntoXs
entitely free and harmless from all liability for any such
loss, damage, injury, dearth or claim and from all costs, -
expenses and charges arising therefrom, including, without
limitation,'attorneYs' fees and costs incurred by Grantors 4
�O
I
in connection therewith. Said waiver and indcmnity is
Intended to apply with rospect to loss, damage, injury,.death
0
or claim arising during the te.rm of this easement and follow- U)
Ing the expiration -or termination of this ea5ement, and said.
wai ver and inde.-:Lnity shall survive the expiration or. termina-
tion of t -his easement and shall be binding upon Grantee until
such time as action against Grantors on account of any such
loss, daziage, injury, death or claim shall be , barred by an
applicable statute of limitations.
By acceptance of this Grant of Easem�nt, Grantee agrees
to maintain all of said easement, -except that portio n which is
south of the presently constructed bulkhead which runs through
said easement from east to westr in good and safe condition
and repair, free from obstructions and debris, at Grantee's
sole cost and expense.
DATED this 14ft day of MAY 1975.
McLain Developme
0
T11E IRVINr COIMPANY
1�/, As!;i--_'L,!nt S,!crctaj:y
BKI 1431?G 319
ACCEPTED BY CITY OF NEWPORT 13EACII:
By
ATTEST:
BY
Clerk ot the/
City of Newport Beach
APP F
By
STATE OF C;LLIFOR-41A
sa
CO(N TY OF ORANGZ
on
;�, , ,,, 7, - , before me, a Notary Public in and
for said State.,'personally appeared ROBE-wr B. XcLAIN, known to
me to be the p-3rson whose name is subscribed.to the within
instrument, and acknowledged that he executed the same.
WITNESS my hand and official seal.
Notary PuDlic in and tor said Stara
On /V\A 9 T5 , before me, the u-ndersigned, a
Notary Public)�ri't,-d'tor said County and State, personally
appeared r�ARZZM P, 51X , known to me to be the
Vice Pres t, and _,JOHN v. 15A , known to
me to be the Assistant Secretary, oz THE IRVINE CO:-1?;%��Y, the
corporation that executed the within instrument, an. d known to
me co be the persons who executed the wizhin instrunent on
behalf of the said corporation, and acknowled3ed to me that
such corporation executed the same pursuant to its bylaws or
a resolution of its board of directors.
GAIL ipl��331NS
C.,
�11 and State
F.b. 23, 1179
.... . ..........
.I I
114311 FS 320.31 19
I'D)
::7=,_'��—_7.. PA;�CFL
.............
I Of
PARCEL
MAP
9 - 3 9 - il
4*
SURvEYOR'S CERTIFICATE
OT G
PAIZUL
I'D)
::7=,_'��—_7.. PA;�CFL
.............
4*
PAIZUL
-z -
A' 1,-' 41
BASIS of' BEARINGS
T -
L i
c_
JAN -14-2002 10:09 CITY OF NEWPORTBEACH
,,�c;rtEFmENT FOR IRREVOCABLE PUBL1C ACCESS
This AgreeMent for irrevocable pi.1blic Acce5s is niade
r 1975,
and entered into a$ Of this A!1.7,q day of
by and between THt IRVINE COMPMY, a corpqratiOn organj-zed
Under the laws of the State of West Vjrg�Ai4 (hereinafter
referred to as "Irvine") , and the CjTy Op NCWL;IORT BEACH, a
mu.nicipal corporatiOn organized under the laws of the State
of California (hereinafter referr,;a to a5 "city") -
K I T N F S S. F, T 9'
For and in consjdera�iOn Of the covenants and
and for other good and Valuable
condition$ herein containedr
'of whioh is hereby
consideration,. the reqeipt and SA.Ifficiency
IrVine and city hereby MUtUally agree as f011owzz
Irvine agrees with City', for the benefit of the
ive the general public nOnexclus've access
general public, to S
but not to obstruct, the
to and a nonexeluSive right to '�15er uated
y�qwjng. PlatfOrM and lieadwalk 'of the.marifla to be const
(in docordance. With plans and 5pecifjca�-ion5 to be
by Irvine
approvea by City) and located at the PPXox-�mate location
Exhibit "All attached
shown by the darl, cro5shatching line . s On
hereto (hereinafter referred to as -the . "Viewing platform and
Veadwalk") - Said exhibit is herebY made a part heteof as if
GF -t full herein.
forth in
2� T1115 2�greeme.nL shall be irrevocable by
949 644 3318 P.04/08
party hereto- the Viewing
Irvine agreeS to repair and maintain
. alk in good amd safe condition and repair,
Platform and 1jeadw
f . ree from 01.).structions and debrise at its sole cost an6 . expel' 5e -
11ev. 5/8/75
JAN -14-2002 10:09 CITY OF NEWPORTBEACH
4. city agrees that irvine shall not be Liable for
any losg. darnage, injury, death of any person, 'or claiM of
any kind or character to any per5on or property arising fro . m
the piablic access to and use of the Viewing platform and
Headwalk, and City hereby waives on its behalf all claim*
and demands against Irvine for any 5u . ch loss, damage, injury
or death, and, except to the extent occasioned by the act or
neglect of Irvine, its o-Taployees..or agents, hereby agrees to
indemnify and to hold lrvine,enti;ely free and harmless f-rom
all liability for any such loss, damage, injury, death or
claim and from all costs, expenses and Charges arising
therefrom, including, without limitation, attorneys' fees
and costs incurred by Irvine in- connection therewith- Said
waiver and'indemnity'is inten ded to' apply Fith respect to
loss, damage, injury, death or claim arising during the term
of this Acjreement. and following the expiration or termination
of this Agreement, ana 5aid,waiver and indemnity Shall survive
the expiration or termination 01 this Agreement and Shall be
bindin5 upon CitY until such time as a . otion against Irvine
on account of any such loss, damage, injury, death or claim
.shall be barred by an applicable statute Of limitations'
5. Irvine =a City hereby acknowledge and agree
that the ownership of the Viewing platform and 1jeadwalk shall
riot be altered by this Agreement, that upon constraotion'Of
the ViewinV platform and Headwaik Irvine s.hall be the owner
qf the Viewing Pl.atform and Headwal'K and that thereafter
Irvine 5�Lall have the right to retaia ownership of, t- h e
Viewing Platform and Heaawalk or dispose of or encumber the
v,ame, Or any part -thereof, as Irvine, in its sole discreti011,
may deem appropriate, subject, however, to tlLe terms a . nd
�z:onditiails of thi,; Agre-ement.
2
949 644 3318 P.05/08
JAN -14-2002 10:10
CITY OF NEWPORTBEACH
6. Irvine further oxpre55ly reserves to it5elf the
right to have access to and to use the Viewing Platform and
Readwalk and the right to grant to . such other pernonS or
entities as it shall, in its sale discretion, deem appropriate,
the right to have a0cess to and to us.e the Viewing Platform
and HeaawAlk; proviaea, however, that no*such right to have
access to or to use the VieWj_ng platform and Headwalk shall
unreasonably interfere with the general public'.5 right of
access to and use of the same whIC11 is qi�2�nted by this
Agreement; and provided further that,.nQtwithstanding
paragraph 2 above, Irvine Shall have tWe right to remove - and
not replace the Viewing Flatfo= and Readwallc at such time as
apy public -agency having ju3�iSdiction over the public waterway
shown on Bxhibit VA".rescinds Or revokes Trvine's pormi5s3-on
to keep said Vi6wing platform ;5(nd Veadwalk in said wats-rway-
7. B . aqh and every . of the obligations,'covenant5,
conditiOnS 'and restrictions of this Agreement shall invre'to
the benefit'Of and be binding upon and enforceable against,
as the case may require, the SUCCessors ana assigns Of Irvine
and City.
This Agreement constitvtes the entire agreement
.'betwelen the parties hereto as to the subject . matter b ereof and
all prior and contemporaneous aegatlatiOns and oral agreement$
acceptable to both parties are inclvded herein. No amendment
or other mQdification of this Aqreemant shall be effective Or
eliforceable un . less in writing 5.igried b . y the duly authorized
representative of the par�ies hereto -
IN WITN2SS WHEREOF, the parties hereto have caused
this Agraqment to -be duly executed With all the formalities
3
orl WKSM 5 M%J 1-1� 01551=91.11
JAN -14-2002 10:10 CITY OF NEWPORTBEACH 949 644 3318 P.07/08
required bY law on the date Set fOrtll OPPOS'to- t1leir re5pective
5ignature5.
THE IJIVINE CQMPANY I
Date TZ
By
t4
By 'Date
Assristant Secr a
CITY EW ORT BEACH
By
ice ma-y'd
f Date mAy 31) 1975
Clerk of C, of
Newport Bea h
,xppRQV8D JNS TO F
.4.
Date 0
Ity 'A MeY
4
�7
L—i 1-1 Li L-)
tol
V'A
iZ 4
N
Lu9n
Af n F w-
7-9v1vhW0 A��'QZIV--Vn�V
THE IRVINE COMPANY PROJECT, 111Z,111 IV4,eINA ('4-,Q)N7-11VG'e0,1es,) jl"11T� IF
550 NEWPORT CENTER DRIVE (714) 44�306101 TITLE- IIIZZA NARIAIA MAeIAIA
9 - DAIE 5-74 TILE NUMBER
6 jW:R �BY—.I- f.N.� P
NEWPORT BEACH. CALI;ORNIA6 E �.A
.6
- —Z5�
0
N
Lu9n
Af n F w-
7-9v1vhW0 A��'QZIV--Vn�V
THE IRVINE COMPANY PROJECT, 111Z,111 IV4,eINA ('4-,Q)N7-11VG'e0,1es,) jl"11T� IF
550 NEWPORT CENTER DRIVE (714) 44�306101 TITLE- IIIZZA NARIAIA MAeIAIA
9 - DAIE 5-74 TILE NUMBER
6 jW:R �BY—.I- f.N.� P
NEWPORT BEACH. CALI;ORNIA6 E �.A
.6
I r
0 A-) r1e. 0 1-)
Li
4-_ —
le-
71-
C/< A4,M-,eA 77,0 Aj
Message Page 1 of 2
Rossmiller, Tom
From: Edward Selich [edselich@adelphia.net]
Sent: Friday, September 16, 2005 1:13 PM
To: Rossmiller, Tom
Subject: Re: Pier Permits
I get it Tom. It doesn't surprise me. Ok here are the questions. The owners of Newport Marina Apartments are
proposing to tear down and build 17 Single Family homes. The boat slips in front of the apartments are part of the
property. I presume that the existing marina tenants park in the apartment parking lot. That lot is going away and
the new project should provide .75 parking spaces for each boat slip. When questioned about this at the Planning
Commission meeting I am told that the apartment owners said that all the boat slips in front of the apartments,
Balboa Coves and the Newport Yacht Club could only be rented to residents of those projects or in the case of
the Yacht Club members. I am trying to find out if there is such a restriction. I know for a fact that slips over there
have been rented to people not in those categories. So I would like to know:
1. How many permits are there for the three properties and who are they to?
2. Who manages each permit?
3. Are they restricted to the above mentioned categories?
4. If they are restricted are they for each individual property or are they collectively restricted?
5. If they are restricted how are they monitored to assure compliance?
I may be wrong but I believe that the parking for the slips in front of the Newport Maria Apartments has always
been in their parking lot and with the redevelopment of the site we are losing spaces under their current proposal.
Ed
----- Original Message -----
From: Rossmiller, Tom
To: Selich, Edward
Cc: Kiff, Dave
Sent: Friday, September 16, 2005 12:04 PM
Subject: RE: Pier Permits
Hi Ed:
As you may know, I have been with the City for a little over two years and I inherited an interesting filing
system. The pier permits aren't what are considered a traditional paper with standard and special conditions.
Rather the permits are files that contain historical drawings which may or may not be stamped on back as a
harbor permit. When we have a project at a given property, we look for the most recent drawing and the most
recent City Council action which may have imposed special conditions.
So, the bottom line is that I found three files that have many letters and drawings and discussions of allowable
dock revisions. I'm not sure if you have some specific thing you are looking for or if you just want a general
review of the files. They are large files with information back to the 1950's although most of the activity seems to
be in the 1970's. I think it would be too much information for your Friday packet. You are welcome to look at
them at or office or I could get it to you in some other way. Please let me know your preference.
Also, on our Task List is to change our permitting system to issue actual permits with standard and special
conditions. We hope to get to that task soon.
Tom
----- Original Message -----
09/20/2005
Message Page 2 of 2
From: Edward Selich [mailto:edselich@adelphia.net]
Sent: Thursday, September 15, 2005 10:34 PIVI
To: Rossmiller, Tom
Subject: Pier Permits
Tom:
I would like to review the pier permits for the docks in front of the Newport Marina Apartments, Balboa
Coves, and Shark Island (Newport Beach) Yacht Club.
If they are small enough I would like them in my council packet on Friday. If not I would like to make an
appointment to come in and review them.
Ed Selich
09/20/2005
Arcese, Lorrie
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 - CP1 0111371, 1137 Bayside Dr.
Villa Cove Marina - CP2001 0011, 1001 Bayside
Balboa Marina - RP1320201, 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
OF (-ALIFMINIA
L) N r)
CALIFORNIA CID'ASTAL MylIsSION Vol r).
OCEAN BOULEVARD, SU SION
SOUTI-I COAST REGIONAL COMMIS
P. 0. BOX 1450 ITE 3107
LONG EACH, CALIFORNIA 908
21V590-5071 7147846-0648
May 1977
NOTICE 07 PUBLIC HEA
Pursuant to order Of the Cali-,
Coastal Zone Conservation
COmmissiont notice of public hearing is . hereby given-, Said public
hearing is scheduled on the Mav 23, 1977
application for Permit Agenda for
r Number A- -10-77-787
as submitted by es
J -he subject re'quest is to permit Alter ar
an eMent of exist,
d in boat
e u- --and construct 6-42' sli s
dred in docks'
new si, � . 11
I revious sl,
s will be I s were arallel to
a �!�erpbndicular t
a si 0 it. bulkhead,
r New ort Beac CA
Said agenda Public hearings.,,.:jll Commence at
on May 23., 1977 9:00 a m.
at Torrance ClL
Y Council Chambers
3031 Torrance Blvd., To-
rrance, CA 905.03
during which time all persons either fa
application will be heard.3 � voring or Opposing the
the application should be diA nY written correspondence regardi
ing date. -rected to this office ri ng
P or to the hear—
rance- rA arIc-_
VDUJ
0 r, S7 7- I,—_
All interested individuals i,,,ho wish addi
tact this Office. t�ional information ma'
Y con—
pen
T)i
- M 7J
Je C� pent
Executi e Director
FOR APPLICANT ONLY.
COPY OF THIS NOTICE IS I'U BE POSTED ON SUBJECT PROPERTY
STATUS SHEET
HARBOR PERMITS
LOCATION 7/Z
IYA-
New
PERMIT
NO.
Revision
APPLICANT
NAME
V J
Dredging
CONTRACTOR
Date
Rec'v
ee Amt.
Fee Processed
Date
Reviewed by Marine Dept. 3-L i/ - -7
Approved ",< Denied
IZ7—
Corection Required Description
City
Council:
App oved �-11-77 Denied
Remarks
DATE
MATERIAL SENT/APPROVED
C.O.E. SCRZCC
SARWQCB
J.H.C. OR. CTY. T.I.C.
1.
Application
2.
Consent Ltr.
p3 77
"Waste"
3.
Ltr.
4.
Drawings
5.
Staff Report
6.
7.
8.
REMAR KS
DATE FINAL INSPECTION
2A10 Newport Boulevard
otr
Newport Beach, California 92660
Telephone (714) 673-1960
WATERFRONT CONSTRUCTION I Contractors LIcenso No. 258975A
TO Bob McLain
McLain Development Co
1470 Jamboree Dr.
Newport Beach, California 92660
Re: New Dock and Pile work at Bayside Dr.
Dear Mr. McLain:
For your convenience and to expedite the processing
of the permits, etc. that are necessa-ry to the above
project, I can sign for you as your agent on all such
documents. If this is your desire, pleas -e endorse below.
,Please retain one copy for your files.
Sincerely,
TRAUTWEIN BROTHERS
Sam
I authorize you to ac t as my agent on the above project.
ignature
Date
Application No.
Name of Applicant
-154
BOB MC LAIN
Effective Date 19 January 1978
Expiration Date (If applicable) 19-.january 1981
DEPARTMENT OF THE ARMY
PERNUT
u ion ontro ct 6 Stat. I P. L-9 -'rif
Transport dredged m aterial for the Purpose of durnping it into ocean wa�ers up -on the issuance of a permit from the Secretary of
the Army acting through the Chief of EngineLrs pursuant to Section 103 of the Marine Protection, Research and Sanctuaries Act of
1972 (86 Stat. 1052; P. L. 92-532);
Bob McLain -14 (Heie insert the full name and address of the Perrnittee)
1470 Tamboree Road
Newport Beach, CA 92660
is hereby authorized by the Secretary of the Army;
to remove twelve (12) boat Slips and -6 (Here describe the Dioposed structure or activity. and its
piling, and construct six (6) boat intended use. In the case of an application for a fill
S -P
s Find piling, Permit, describe the structures, if any, proposed to be
erected on the fill. In the case of an application for the
discharge of dredged or fill material n vi, -able waters
a
or the transportation for elisch-arge in ocean waters of
dredged material, describe the type and quantity of
material to be discharged.)
in Balboa island Chan-nel, Newport Bay, (Here to be named the ocean, river, harbo I r, or water . way
Pacific Ocean, concerned.)
at 919 Bayside Drive, Resubdivision (Here to be named the nearest well-known locality—
preferably a town or city --and the distance in miles and
No. 396, Parcel 1, City of Newport Beach, tenths from some definite point in the same, stating
Orange County, California,—
whether above or below or giving direction by points of
compass.)
Ze
ffi-�tcJoTda a with tbe� plans and draw-ings atta.rhed hereto which are incorporated in anel made a part of this permit v
file number or other defiiAte identification marks); (on drawings: give
McLain ENTERPRISES
SHEET I of 1
DATED: 3/15/77
Subject to the following conditions:
1. General Conditions:
a. That all activities identified and authorized herein shall be consistent 1"'ith the ierrns and conditions of this Permit; and 'that arly
activities not specifically identified and authorized herein shall constitute a violation of the terms and conditions of this r�en-nit vvhich
in2y result in the modifiCation, sut
pension or ievocation of this perinit, in vdiole or in Dart, as set forth more spt�cifically in General
Conditions i or'k hereto, and in the i:�stitution Of such lea -al proceaz;ings as the Urni-ted 'States Governiment m - ay Corisider E?ppropriaze,
whcther or not This permit has been Previously modifiLd, suspended or revoked in whole or in part.
ENG FORtA
I APR '74 1721 ED[ . Tlo N 0 F J U N E 1958 15 0 ESnL ET E. TE P Il 4 5'�
b. That all activities authorized herein shall, if they involve a or deposit inio ns%,4jtjble or ocv�ir.,vvair�rt, b�� at all
times consistent with applicable watar quality standards, effluent limitations arid oiandlatc[s of p6r-formance, prohibitions, und
pretrt�atment Standards eslaiblished pur-L.ant to Sections 301, 302, 306 and 307 Of the FLd . aral krVaier Pollution Control Act of 1972
JP,L. 92-500; 86 lotat. I B16), or pursuant to applicable State and local law.
-3tv
c, That when the activity authorized herein involves a dir,--harge or deposit of dredged or fill material into nEvigable v, rs, the
authorized activity shall, if applicable waler quality standards are revised or modified during the term of this permit, be inndified, if
neces:sary, to conform with such revised or modified water quality standards -within 6 months of the effective daie of any revision or
modification of water quality standards, or as directed by an inplen-jentalion plan conpined in such revi5ed or modified s,,andards, or
within such longer Period Of time as tile District Engineer, in consultation with the R, pogional Adminis I trator of the Enviiorimuntal
Protection Agency, may determine to be reasonable under the circums'ances.
d. That the permittee agrees to make every reasonable effort to prosecute the work authorized herein in a manner so as to minimize
d es
any adve, se impact of the work on fish, wildlife and natural environn ental valu
e. That the perillittpe-agre-es to prosecute the work authorized herein in a manner so as to rilinirnize any Cieg-aflatiOn of water quality.
f. That the pemi,,jee shall permit the District Engineer or his authorized representative(s) or desinnae(s) to make periodic inspections
at any time deemed necLs�ary in order to assure that the activity being performed under authority of this permit is in a ccordance with
the terms and conditions prescribed herein.
ce with the plans and
g. That the parmitte6 shall maintain the structure or work author ized he, ein in good condi , tion arid in a - ccordanc
drawings attached hereto.
. h. That this permi - t does not convey any property rights, either in real estate or material, or any exclusive privileges: arid that it does
not authorize any injury to property - or invasion of rights or any infringe ment of Federal, State, or local laws or regulations, nor does it
obviate the requirement to obtain State or local assent required by law 1 or the activity authorized herein.
i. That this PPFI-nit does not autho, -1ze the interference with a ny existing or proposed Federal project and that the permittee shall not
be entitled to corl-iperisztion fo, damage or injury to the structuies or work authorized I her - ein - wl i i ich - may be caused by Or . resu I t brom
exi sti ng or fu ture cip e. ati o n � u nde rta ke n by th e U n ited States i n the pu b! i c i nt erest.
j. That this permit may be summ arflY suspended, in whole or in part, u , Pon a finding 'by the District Engineer that immediate
suspension of the activ'tty authorized he. ein would be in the general public interest. Such suspension shall be effective upon receipt by
the permittee of a- written notice thereof -which shall -indicate (1) the extent of the suspension, (2) the reasons for this action, and (3)
any corrective or preventative m erasures to be taken by, the permittee which are deamed necessary by the District Engineer to abate
imminent hazards -to the gene - ral public interest. The permittee shall take immediate action to comply with the provisions of this notice.
Within ten days following receipt of this notice of suspension, the permittee may request a hearing in order to present information
relevant to a decision as to whether 'his permit should be reinstated, modified or revoked. If a hearing is requested, it shall be conducted
pursuant to procedures prescribed by the Chief of Engineers. After completion of the hearing, or within a reasonable time after issuance
of th� suspension notice to the permittee if no hearing is requested, the permit will either be reinstated, modified or revoked.
k. That this permit may be either modified, suspended or revoked in %-,,hole or in part if the Secretary of the Army or his authorized
representative determines that there has been a violation of any of the terms or conditions of this permit or that such action would
otherwise be in the public interest. Any such modification, suspension, or tevocation shall becorner effective 30 days after receipt by the
perrnittf--- of written notice of such action which shall specify the facts or conduct warranting same unless (1) within the 30 -day period
the permittee is able to satisfactorily der'nonstr-ate that (a) tile alleged violation of the terms and the conditions of this permit did not, in
fact, occur or M the alleged violation,,,�as accidental, and the permittee has been operating in compliance with the term, s and conditions
of the permit and is able to provide satisfactory assurances that future operations shall be in full compliance with the terms and
s r I
conditions of Hs permit; or (2) within the aforesaid 3D -day period, the permittee requests that a public hearing be held to pre ent o a
and writmil c-:jdence concerning the proposed modifk,�ation, suspension or revocation. The conduct of this hearing and thepi-ocedures
-evo-ke 'this permit in whole or in part shall be pursuant to procedures prescribed
I or mak4.C, a 1,inal decision either to modify, �wpt�rid t -r
by the Chief of Engineers.
1. That in issuing this permit, the Government has relied on the information and data which the permittee has provided in connection
with his permit application. if, sub&ecluent to the issuance of this permit, such information and data prove to be false, incomplete or
inaccurate, this permit may be modif . i --d, suspended or revoked, in whoI6-or in part, and/or the Government may, in addition, institute
appropriate le-aai proref-&ngs.
t lit
rn. That any modilication, suspension, -Or revocation of this permit shall not be the basis for any Claim for CSfne,-�4es against th� Ui red
Statm.
Z
,Tc, n_
-rc� E7 k "s c A,
-It C,
f, �P e,
16 Pal -C
Wrjr -IkrTrr
C4.r
NCi-FoRr L3AY, CAt IFORNIA Icfrr
cYep �'k- 5 b&low Alc:wo,? torvgr� 4oe.,, WaKtF.-.
5? e 0 /- /f -n/,: - C-14fer7lalal'y- /,? A�,-60,-
Ore e el
a,,r,
16 Pal -C
Wrjr -IkrTrr
C4.r
NCi-FoRr L3AY, CAt IFORNIA Icfrr
cYep �'k- 5 b&low Alc:wo,? torvgr� 4oe.,, WaKtF.-.
5? e 0 /- /f -n/,: - C-14fer7lalal'y- /,? A�,-60,-
Ore e el
a,,r,
10 x 2
3ff
0 4. le
7
jr -7 a-
40
FA
P14
/0 7-4,7.4Z�
L
L
fe
o,4 1,574,1WO
94, z 5
L)/-- 00CIe 57 7-zI4 7- Ae C- ?-0
6-4 -or-It, Or
7 7
&Y 19 (one
a. That if the activity ajtho�ris�ed herein is not stated on or before
yenar frorn tifie date of i=,;uarice of this permit unless otherivise specified) and is not completed on or before day
lg_jlhis op' fie, 5 errait, if not
(three years from the date of issuance of t, _rm it unless otherwise specil A thi P
p_re,,,Zn -a icall a ire.
reokcJ4 or 3p�ci, 1,211y eXten&�-J, Shal I autOrn t y Xp
p. Thntnoattei�Ptshl-!! be Unadeby ,he pe-mittee ic prevrni the full andfr_ useby -LhepubAicof all navigable waters atoradjacent
to the avtIvity authorized by this permit.
q_ That if the display of lights and signals on any structure or work authorized herein is not otherwise provided for by law, such lights
anid s4gnais as may , be prescribed by the United States Coast Cu@5-d shall be installed and maintained by and at the expease of the
pe-7-mitte-e.
r T hat this permit d.ups not authorize or approve the consTruc-flon of Particular structuies, the authorization ar approval of which
m . zy require authorization by the Conqr2ss or other agencies of the Federal Government.
s. . That if and when the permittee desires to abandon the activity authorized herein, unless such abandonment is part of a transfer
procedure by which the pen-nittee is transferring his interests herein to a third party pursuant to Gene, al Condition v hereof, he must
rest tore the area to a condition satisfactory to the District Engineer.
t. That if the recording of this permit is possible undpr applicable State or local law, the permittee shall take such action as may be
ini g
necessary to record this permit with the Reuister of De -n -ds or other aporopriate official chargedwith the responsibilityfor mainta n
records of title to and interests in real prop".
U. That there shall be no unreasonable interference with navigation by the existence or use of the activity authorized herein.
V. That this permit may not bo transferred to a third party without prior written notice to the District Engineer, either by the
transfieree's written agre�zment to con2ply with aq terms and condition of this permit or by the transferee subscribing to this parrinit in
the space provided below ar-A theri)by agreeing to comply with all terms and conditions oi this permit. In addition, if the pertnittee
tran5fers the Interests authorized herein by conveyance of realty, the d -e -d shall referance this permit and -he terms and conditions
specified herein and this per -nit shall be recorded along with the deed wit th the Register of Deeds or other appropriate official. ---
The Spf-,ial Conditions will be applicable when appi-opflate:
STRUCTURES FOR &'VIALL BOATS: That permi—tLee hereby recognizes the possibility that 'he structure permitted herein may to
"act to da rige by wave ;,2-sh frorn passing vcssels. The is-uance of this permit does not ralieve the permittee from taking all proper
st6ps to insure the integrity of the structure perrnitted Wein and the safety of bcats moored thereto from damage bywave wash and the
porrnittPs shall not hold the United StaZes liable for any such darna�,e.
DISCHARGE OF DREDGED MATERIAL INTO OCEAN WATE2S: That the Permitt--e shall piece a copy of this permit in a
COMP !_ucus Place in tile vez--Pl to be Used for the transportation and/or dornping of the dr�dged ma-lerial as authorized herain.
ERECT ION OF SI RUCTURE IN 019 NAVIGABLE WATERS: That the pe.mittee. upon receipt of a notice of revocation
of ,his pi�rmit or upon its expiration L-Pfore completion Of the'auth I orize-d structu . re or work, shal 1, without expen�;,a to the United States
and in such tima a,-114 as the Secrotary of the Ar . my o r - his authori-d - rFp - re - iontative may dire - ct, restore the watertry to its
authoriz-3d the
forini�r conditions. If the permi p to ej
I tUt, i-jis c rnply with the -diraction of the Secretary of the Army or his
S-c-rcrut-1-1 or his des;rjnso may ra_;itore the yjaL,3r.Piay to its former condition, by contrz-ct or othertj'.,�a, and recover the cost thereof from
3
Wl�' 71!<2-t �7�3�—ty, Bria oT- any sun�prnsian of v-ork, -or a b�� lod 6' more ti
oi-._� rfsuri,.ption
of woi-k and
ivs
&Y 19 (one
a. That if the activity ajtho�ris�ed herein is not stated on or before
yenar frorn tifie date of i=,;uarice of this permit unless otherivise specified) and is not completed on or before day
lg_jlhis op' fie, 5 errait, if not
(three years from the date of issuance of t, _rm it unless otherwise specil A thi P
p_re,,,Zn -a icall a ire.
reokcJ4 or 3p�ci, 1,211y eXten&�-J, Shal I autOrn t y Xp
p. Thntnoattei�Ptshl-!! be Unadeby ,he pe-mittee ic prevrni the full andfr_ useby -LhepubAicof all navigable waters atoradjacent
to the avtIvity authorized by this permit.
q_ That if the display of lights and signals on any structure or work authorized herein is not otherwise provided for by law, such lights
anid s4gnais as may , be prescribed by the United States Coast Cu@5-d shall be installed and maintained by and at the expease of the
pe-7-mitte-e.
r T hat this permit d.ups not authorize or approve the consTruc-flon of Particular structuies, the authorization ar approval of which
m . zy require authorization by the Conqr2ss or other agencies of the Federal Government.
s. . That if and when the permittee desires to abandon the activity authorized herein, unless such abandonment is part of a transfer
procedure by which the pen-nittee is transferring his interests herein to a third party pursuant to Gene, al Condition v hereof, he must
rest tore the area to a condition satisfactory to the District Engineer.
t. That if the recording of this permit is possible undpr applicable State or local law, the permittee shall take such action as may be
ini g
necessary to record this permit with the Reuister of De -n -ds or other aporopriate official chargedwith the responsibilityfor mainta n
records of title to and interests in real prop".
U. That there shall be no unreasonable interference with navigation by the existence or use of the activity authorized herein.
V. That this permit may not bo transferred to a third party without prior written notice to the District Engineer, either by the
transfieree's written agre�zment to con2ply with aq terms and condition of this permit or by the transferee subscribing to this parrinit in
the space provided below ar-A theri)by agreeing to comply with all terms and conditions oi this permit. In addition, if the pertnittee
tran5fers the Interests authorized herein by conveyance of realty, the d -e -d shall referance this permit and -he terms and conditions
specified herein and this per -nit shall be recorded along with the deed wit th the Register of Deeds or other appropriate official. ---
The Spf-,ial Conditions will be applicable when appi-opflate:
STRUCTURES FOR &'VIALL BOATS: That permi—tLee hereby recognizes the possibility that 'he structure permitted herein may to
"act to da rige by wave ;,2-sh frorn passing vcssels. The is-uance of this permit does not ralieve the permittee from taking all proper
st6ps to insure the integrity of the structure perrnitted Wein and the safety of bcats moored thereto from damage bywave wash and the
porrnittPs shall not hold the United StaZes liable for any such darna�,e.
DISCHARGE OF DREDGED MATERIAL INTO OCEAN WATE2S: That the Permitt--e shall piece a copy of this permit in a
COMP !_ucus Place in tile vez--Pl to be Used for the transportation and/or dornping of the dr�dged ma-lerial as authorized herain.
ERECT ION OF SI RUCTURE IN 019 NAVIGABLE WATERS: That the pe.mittee. upon receipt of a notice of revocation
of ,his pi�rmit or upon its expiration L-Pfore completion Of the'auth I orize-d structu . re or work, shal 1, without expen�;,a to the United States
and in such tima a,-114 as the Secrotary of the Ar . my o r - his authori-d - rFp - re - iontative may dire - ct, restore the watertry to its
authoriz-3d the
forini�r conditions. If the permi p to ej
I tUt, i-jis c rnply with the -diraction of the Secretary of the Army or his
S-c-rcrut-1-1 or his des;rjnso may ra_;itore the yjaL,3r.Piay to its former condition, by contrz-ct or othertj'.,�a, and recover the cost thereof from
3
img
74hal Vto
Engtli-cler4n-ve?mitirtu k5-bevo Tel-, n& -3u -unain'r rplt
[I. �j�-.�nd'tions (Here list conditions relating specifically to th e propmed structure or work authorized by this permit);
1"he perr-ittee will comply with the following condition:
0
'/potential archaeological, scientific, prehistoric or
T'hat if any findings
historic significant occur during construction, work shall be immediately
suspended and the District Engineer shall be n L
-otified. After an evaluation,
of the significance of the fi-fidings, this permit may be modified, suspended
or re-t,,oked in whole or in part, in accordance with General Condition (j)
Permittee hereby 5 -D6-i gr �g lt.corpply with the territs and conditions of this permit.�
nereo 'e'
DATE
PERMITTEE
BY AUTHORITY OF THE SECRETARY OF THE ARW1Y-
19 January 1978
Colonel, CE DATE
DISTRICT ENGINEER,
U,S. ARMY, CORPS OF ENGINEERS
Transferee hereby Fqrees to comply with the ',arrf-s and c�Dne-'-io[.s of this permit.
TRANSFEREE DATE
4
p OR T A_%4 T IK 0 Tic P_
TO '1EE FEF�14ITTEE-
y C L K M F I !� W ui o r 1 - o � k t i t, d & r E h i c ) "r 9 Lr u H i erl t, dA 1 r �-, c I L o E �, e. D i ni! r i c t I, F.-
,�SMY, LOP D"GLriet, Corps or Ey, zTMOLT' of "i"al
P-0 Box 27/11, Luis Ar.gsjc.&, C2_lirDznip VD053.
PHC,11001 Of the &PPHC&M is direpted to Elie conditions or th e P"Tmit. vvj�]'Ch RP-&Cify that Elie Dist. -Act Erig i n P_ er
bg T�& to the datB of the dates of RuEpesn'mr, Of tht N"Ork, ��!zd dt-'u or comPletion.
If it i-f� 1!-MjMnLt0d Ole %k'O,'k 111111 not be cco,-,npleted bY the d&,e Or exPiration, tpplicalion Should be inade to the
M-Irict EnL-Jin--r. 'ilFell in advLtice of that date, fckr ertar.mon of time to continue Elie. work, provw&'.,d Lhal there has
b��Crl DO ChO%1196 in the PUendrunt encurnsta-neeg.
The follotuirg fanns are attached for your co—enience. ond it is requested that the OPP'oPriate one be rompIr-ted
r-od returned to tkis office as work pogrrsses. (Ertra ropy is for your record.)
- - - - - - - - - - - - - - - - - - - - - - - - (cl4t G'A
o ki (r 0 L: C'm�platicm Of Wbl�k UmUlr Of tbC A�m,-7 t a)
Diawrict cnoineer, coiv-, or nnigiricera, Trpirzvvicra nf Ule Ua mgz*�es,
In cc�Pll&PC-a with r,`ie emiditlohe of Uje Per -Alt 6-1ted for
n" is is to notify yfu rbat euch Wo. -k m_s au_�pjc ,Ad on
Permit !Vo.
S!
- - - - - - - - - - - - - - - - - - - - - - - - (cut 0-n Ting)
R�. 174 a tt R t T L � -, -z p t I -s r t n; a r, t o r tne A rry p e -,v, I t
DSP&T�nt Of 'PC J'ra-'Y' !_�t fz�&�Jcs'
In -K PISF-_Irce Wc th U -ie rxudl oil U�.f Iny,,11 Is � led
I - E,� Ig --for
— ------- — 'a t�n 1`0_�il_y YOu L!It-t WWA will be Y'eRu,-,Bd m 19
z/ ------------- -- 7 _1Wt-S-3) - - - - - - - - - - - - - - - - — — — - - - — - - - - - -
Permit No.'
Sig'Ied:
- - - - - - - - - - - - - - - (cut M Hrg)
,J'-' Lct: RMPerislOn of work under 1_-r;&rtzjert A
of the
To: District Engineerr C017PS of Engineers, Derift,-Ment Of Mi@ Ar -ours Los meeles, callr6r,
In cN-0;'! Mrlc-e wi ch the ctpldl tiOUS of Vhe per -m! t Irvued
tehllz is to notify you Qnst Work will
Neglinning
6�
77- --------- — — ---- 7ya 4rp'-�---Ii)---'------------------� -------
Permit No.
gne"t.
- - - - - - - - (C -at 01
C C V* C G" e n� C (I,", t- r t 0 f t� 0 U r, d. C r r* p a r b�� 'v t 0 e kr 1 - ly D e I -M I
Dl&trjct Crigineer, Co.—,& Of, -,,rIgneers, _'--p_om�ent nf tl-,e Arvjy, L, -,g tjjizleg, Call roiTila
N
In ')f.the d fa r
_j 19
to r -C!" ou 10�&t
_j !& Is
.cc :D
3
64
Permit No.
Q
SPLCO-N
- DEPAR-TNIENT OF TIH'E ARFAY
LOS ANG -EI -FS DISTRICT, CORPS OF E_FJGINEF�RS
P. 0. BOX Z711
LOS ANGELES, CALIFORNIA 9�0�53
Trautwein Brothers
AT-Lq,': Mr. Sam, Kniss
2410 Ne�,Tport Blvd.
Newport Beach, CA 92663
Dear Mr. Yniss:
11 January 1978
In response to your request of 22 April 1977 (77-154), there are
inclosed two copies of a draft perruit authorizing the removal of twelve
(12) boat Slips, and coastruction of six (6) boat slips -for Bob 11cLain
at 910, Bayside Drive, in Newport Bay.
THIS PERMIT IS NOT VALID UNTIL SIGNED BY THE DISTRICT ENGINEER.
Your attention is particularly invited to the Special Conditions on
pages 3 and 4.
Both copies shall be si'm-led and dated by an ow-ner or authorized responsible
official, with his title sbown thereon, and returned to this office. The
permit will then be validated and one copy will be returned to you. If
the draft copies are not signed and returned within 30 days from the date
of this letter, your request for the proposed work will be witbdrawn.
1 incl (dupe)
As stated
Sincerely yours,
H[JGH G. ROBINSON
Colonel, CE
District Engineer
DEPARTMENT OF THE ARMY
7 7
7
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P. 0. BOX 2711
LOS ANGELES, CALIFORNIA 90053
SPLCO-N Public Notice No. 77-154
8 November 1977
Date Comments Due:
8 December 1977
YOU ARE INVITED TO COMMENT ON THIS APPLICATION FOR A PERMIT
APPLICANT: Bob Mc Lain
Mc Lain Enterprises
1470 Jamboree Road
Newport Beach, California- 92660
APPLICANT'S AGENT: Mr. Sam Kniss (714) 673-1960
ACTIVITY: Under Section 10 of the River and Harbor Act of 1899 to
remove twelve (12) boat slips and piling; construct six (6) boat slips
and piling in Balboa Island Channel, Newport Bay, Pacific Ocean, at 919
Bayside Drive, Resubdivision No. 396, Parcel 1, City of Newport Beach,
Orange County, California, as shown on the drawing accompanying this
notice.
PURPOSE AND USE: To provide commercial boating facilities.
FEDERAL, STATE AND LOCAL AUTHORIZATIONS: Approvals have been received
from the city of Newport Beach, Marine Safety Department; Water Quality
Control Board, Santa Ana Region; and California Coastal Commission,
'South Coast Region.
IMPACT ON HISTORIC.PLACES AND NATURAL LANDMARKS: The proposed activity
is not near any of the sites listed in the National Register of Historic
Places or the National Registry of Natural Landmarks. Anyone having
knowledge of archaeological, scientific, prehistoric or historic materials
in the immediate area should contact this office during the comment
period. The permit (-if issued) will include a condition that if
potentially significant findings are made during construction, work
shall be suspended immediately. The findings shall be reviewed and
appropriate action will be taken.
ENVIRONMENTAL IMPACT: A Preliminary Environmental Assessment of the
proposed action has determined that some adverse impacts would result
from project construction. These include slight air quality and noise
impacts from construction equipment, localized increase in water turbidity
from removal of old -piling and placement of new piling, and a minor impact
on navigation as a result,of barging materials to and from the site.
SPLCO-N Public Notice No. 77-154
Bob Mc Lain 8 November 1977
Resulting dock configuration will'be able to accommodate larger boats.
The preliminary assessment concludes that no significant impacts upon
the human environment would occur. Therefore, at this time, an Environ-
mental Impact Statement does not seem necessary.
CRITERIA: Your written comments or objections should include the number
and date of this notice and must reach this office within thirty (30)
calendar days. The decision whether to issue a permit will be based on
an evaluation of the probable impact of the activity on the public interest.
That decision will reflect the national concern for both protection and
utilization of important resources. The benefit which reasonably may be
expected to accrue from the activity.must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to
the activity will be considered; among those are conservation, economics,
aesthetics, general environmental concerns, historic values, fish and
wildlife values, flood damage prevention, land use classification, naviga-
tion, recreation, water supply, water quality, and, in general, the needs
and welfare of the people. No permit will be granted unless its issuance
is found to be in the public interest.
FOR THE DISTRICT ENGINEER:
ROBERT H. REINEN
Lieutenant Colonel, CE
Deputy District Engineer
11CINITY �5;<ETCH
lawpoRr ESIAY, CALIFORNIA
5'o 4/-�7 a1r) q 5 Qrc /r7 icel o,)d glrnole
&4?p 14-6 5 be/ow Alcror7 40wdr , 40W Wopedr. 440.r/ U."
J'an?4? -/- /,'-'c '2 /0 46-/ Horhor- 7/�C5
Ore 0
AP.-41CANr;[ V,4W4r
L) A &A X44,04CIA) VAW 4- C -)l C) eAVS'IAPI�; A9 4-4
sad AaeRF$49
Re SUO , 3 9 4. PAIZC,6 4- J
Po PoCl-;f5 qAID
01-- 00C1le:r 7-11A 7-0 �'E AICO
1� -4 'Xo
770z "M& it K 4 rA
pERMISSION IS QRANTIM TO C0?'L15TyfUCT AW�
a RM -OF
MA4NTAIN THE FACMITY 161--iOW-A 0'0�n T'" r
AT THE SM "MMICA-7"ED,
w3 P- m
v, ,q Act I
THE HARSWR 4 AN
ANY SPEZ�rAL ��CND P vl�h 50 C -
Is MOT -1
Tk�
TYM G�- V IHAR �z--
a 14
AND TH.99,
IN ACCORDANCE WETH TME 17 CV-' "'L�' ;IAL CODE'
PERMIT 90—.'
CITY HARBOR GOORDINATO
DAIE
rr
A"t IL
CONSTE-U,
DATE ---- �4-7-4--- -
SEE AC D- SHE
SPECIAL 00ND1Tf0NVW- See below
Corps of M tgloveers Perm# -,7/
17
Orange County Penvdt
men 0�,Zr� -r- ,5 7 7
t�
AUTV;0F"ZEj) EY CITY COUNCIL
7 7
1. The approval of the U.S. Army Corps
oflEngineers.
2. The new slips be reserved for the
use of owners or tenants of the
upland property only, in compliance
with condition of approval on the
original Harbor.Permit.
3. That separate permits be obtained
from the Community Development
Department and the Fire Department
,for the utility services and fire
protection system.
STATE OF CALIFORNIA
CALIFORNIA COASTAL COMMISSION
SOUTH COAST REGIONAL COMMISSION
666 E. OCEAN BOULEVARD, SUITE 3107
P.O. BOX 1450
LONG BEACH, CALIFORNIA 90801
(213) 590-5071 (714) 846-0648 COASTAL DEVELOPMENT PERMIT
z
Application Number: A-5-10-77-787
__19tUNQ—Q. BROWN JR., Governor
4e�
40
010
0� 9
oe�
-10
/ /
Name of Applicant: McLain Enterprises
1470 Jamboree Rd., Newport Beach, CA 92663_
Permit Type: Emergency
F] Standard
KlAdministrative
Development Location: 919 Bayside Drive
Newport Beach. CA
Development Description:
Alter arrangement of existing
boat docks.
Remove
twelve 30' slips (16 docks)
and construct six 42' slips
(8 docks).
Project
does not extend beyond U.S. Pierhead line and will not require dredging.
Previous slips were parallel to bulkhead, new slips will be perpendicular.
RWQCB approval granted based on applicant's stipulation that no living
aboard ships moored at the facility will be permitted and likewise, there
will be no waste discharge from ships moored at the facility.
I. The proposed development is subject to the following conditions imposed
pursuant to the California Coastal Act of 1976:
NIA
V,ondition/s Met On By _gcpd—
.Page 1 of 2
Page 2 of 2
II. The South Coast Commission finds that:
A. The proposed development, or as conditioned, is:
1. In conformity with the provisions of Chapter 3 of the California
Coastal Act of 1976 and will not prejudice the ability of local
government to prepare a local coastal program in conformity
with said chapter.
2. If located between the nearest public road and the shoreline
of any body of water in the coastal zone is in conformity
with public access and public recreation policies of Chapter 3,
California Coastal Act of 1976.
3. That there are/are no feasible alternatives, or feasible
mitigaLion'measures, as provided in the California Environmental
Quality Act, available which would substantially lessen any
significant adverse impact that the development as finally
proposed may have on the environment.
III. Whereas, at a public hearing, held on May 23, 1977 at
(date)
Torrance by a unanimous ka vote permit application
number - A-5-10-77-787 is approved.
IV. This permit may not be assigned to another person except as provided
in Section 13170, Coastal Commission Rules and Regulations.
V. This permit shall not become effective until a copy of this permit
has been returned to the Regional Commission, upon which copy all
permittees or agent(s) authorized in the permit application have
acknowledged that they have received a copy of the permit and have
accepted its contents.
VI. Work authorized by this permit must commence within two years from
the date of the Regional Commission vote upon the ap—pflication. Any
extension of time of said commencement date must be applied for prior
to expiration of the permit.
VII. Issued on behalf of the South Coast Regional Commission on
May 24 , 197 7 -
M. J . CarperGer
Executive Director
gc/ss
permittee/agent, hereby acknowledge
receipt of Permit Number A-5-10-77-787 and have accepted its
contents.
(signatur e
'rycfain--Z�nteTrises
June 26, 1979
City of Newport Beach
City Hall
3300 W. Newport Boulevard
Newport Beach, California
Attention: Mr. Glen E. Welden
Gentlemen:
Subject: 919 Bayside Dr.
0200-0919-1
We are in receipt of your total square footage calculations
under our Harbor Permit, as follows:
440 x 70 30,800 sq. ft.
Ac.cording to our engineer's calculations the square
footage is
423 x 70 = 29,610 sq. ft.
We would appreciate it if you would check your records
and advise.
RBMcL:mjm
Sincerely, I-V
Robert B. McLain
1%.
I,ARINE
JUIL ?;1979 Ow
OV
X�NEWpORT BEAN,
CALIF. �34P)'
117o jam�oree, koadr, J�e-w , Ca-�ifornia-,qAO - (711) 4o-6800
porLOeac�
I
(714) 895-2072 Office
Cash & Associates (714) 895-1291 Fax
DEPARTMENT OF THE ARMY
L -OS ANGELES DISTRUCT. CORPS OF ENGINEERS
P. 0. BOX 2711
Los Aingeles, California 90053
1K RMY RMFER TO
SPLCO-N
Trautwein Brothers
ATTNT: Yfr. Sam Kniss
2410 Newport Blvd.
Newport Beach, CA 92663
19 January 1978
Dear Mr. T-,'-n4-ss:
Your permit, No. 77-154, has been validated and is inclosed. Notice of
Authorization and Work Status Forms are also inclosed.
Sincerely yours,
-7-
-Z
3 Incl. HUGE G. ROBINSON
1. Permit Colonel, CE
2. Notice of Authorization District Engi-neer
3. Work Status Forms (dupe)
""C-PIVED
JA
91 NEWpORr 2 79,78 A..
IREA CH,
CALIc. Ix
P
X
I
4
U—,�tARIIVF ]DRIVE
u u u u
are -il�llra�
THE IRVINE COMPANY
TITLE.. *41FINA ('le0Nr11V6
550 NEWPORT CENTER DRIVE (714) 644-301 1 111Z 4,4 &ARINA IVAqllv,4
NEWPORT BEACH. CAL I ; 0 RN I A 9266.
�DWII- �BYPPl� WE 7-:,S- 74, FILE IIUMIIER
'4
u u u u
are -il�llra�
THE IRVINE COMPANY
TITLE.. *41FINA ('le0Nr11V6
550 NEWPORT CENTER DRIVE (714) 644-301 1 111Z 4,4 &ARINA IVAqllv,4
NEWPORT BEACH. CAL I ; 0 RN I A 9266.
�DWII- �BYPPl� WE 7-:,S- 74, FILE IIUMIIER
Cr,d()o
MARINE DEPARTMENT
June 28, 1976 ITEM NO.: F-2
TO: MAYOR AND CITY COUNCIL
FROM: Marine Department
SUBJECT: ACCESS TO MARINE AVENUE FROM COVES MARINA HEADWALK
HARBOR PERMIT #200-1001
Recommendation
If desired, direct the staff to no longer pursue an access from Marine
Avenue -to the Coves Marina headwalk and amend the Harbor Permit Drawing
to delete reference to this access.
Discussion
At their Study Session on June 14, 1976, Council received a report
from the Community Development Director regarding the subject access.
That report covered the difficulties that have been encountered in
trying to comply with the requirement that access be provided. After
considering the alternatives, Council directed staff to prepare the
necessary papers to eliminate the access requirement.,
In as much as the requirement was placed on the development by the
Coastal Commission and was never actually added to the Harbor Permit
as a condition of approval, the Marine Department recommends that
alternative No. Five listed in the Community Development Director's
report, dated June 9, 1976, be accepted. That alternative reads
"the connection at the east end could be eliminated".
The acceptance of this alternative would mean that City staff would
cease to pursue the matter.
D. HARSHBARGER, DIRECTOR
MARINE DEPARTMENT
Z�
Glen E. Welden
Tidelands Administrator
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550 NEWPORT CENTER DRIVE; (714) 644 3011
NEWPORT BEACH. CALI ORNIA 92660
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R—_ BY
At the'October meeting of the Committee, the developer had requested Committee
approval of the installation of a bulkhead along the waterfront of this prop-
erty in,order that initial development could begin. At that time, the Com-
mittee stated that it would defer action on such time as
.an environmental igpact report could be evaluated by the Committee. Sub-
sequently the devel as submitted to
the Committee for consideration at'its November meeting.
The District's environmental impact evaluator analyzed the,impact report and
found several items of concern. These are summarized as follows:
1. The impact report covers only the dry land area of the development
and doe's not include any of the adjacent city tidelan.ds area, which
- the'developer has indicated would also be.redeveloped, possibly for
the exclusive use of the development tenants.
t. A serious legal -question could exist concerning any exclusive
"Resident Only" use of the city tidelands in front of the developed
property. - It was pointed out that with County tidelands our County
Counsel has ruled that any such exclusive use would violate the
terms of the tidelands trust-. the most recent case being the pro-
posed redevelopment of ' Bayshores Marina on County tidelands in which
the developer will be prohibited from limiting tenants to Bayshores
residents only, but rather must take tenants on a first come,.first
serve basis.
1. No provisions are made for parking and sanitary facilities for the
sl , ip tenants. This violat-es established policy of the City,,ind-the
Joint Harbor Committee concerninq parkinq ratios and provision of
_ianitary a - V1
KENNETH SAMPSON
DIRECTOR
U NJ _r11r C) P
1901 BAYSIDE DRIVE
NEWPORT BEACH,
CALIFORNIA 92662
TELEPHONE: 834-4794
AREA CODE 714
HARBORS, BEACHES AND PARKS DISTRICT
November 27, 1972
Mr. Robert L. Wynn, City Manager
City of Newport Beach
City Hall, 3300 Newport Boulevard
Newport Beach, California 92660
Dear Mr. Wynn:
At the November 14 meeting of the Newport Harbor
Joint Harbor Committee,
cons i st-i-ng--o-f-Ew-o--C-i7t-y--C-o-u-n-c-i-Fm-e-n-a-n-d--tw-o---ffa-rbor
Commis_�sioners, the Committee
reviewed the environmental impact evaluation on
the proposed development of
The Irvine Company called "The Covell, on the old
Villa Marina property along
Bayside Drive.
At the'October meeting of the Committee, the developer had requested Committee
approval of the installation of a bulkhead along the waterfront of this prop-
erty in,order that initial development could begin. At that time, the Com-
mittee stated that it would defer action on such time as
.an environmental igpact report could be evaluated by the Committee. Sub-
sequently the devel as submitted to
the Committee for consideration at'its November meeting.
The District's environmental impact evaluator analyzed the,impact report and
found several items of concern. These are summarized as follows:
1. The impact report covers only the dry land area of the development
and doe's not include any of the adjacent city tidelan.ds area, which
- the'developer has indicated would also be.redeveloped, possibly for
the exclusive use of the development tenants.
t. A serious legal -question could exist concerning any exclusive
"Resident Only" use of the city tidelands in front of the developed
property. - It was pointed out that with County tidelands our County
Counsel has ruled that any such exclusive use would violate the
terms of the tidelands trust-. the most recent case being the pro-
posed redevelopment of ' Bayshores Marina on County tidelands in which
the developer will be prohibited from limiting tenants to Bayshores
residents only, but rather must take tenants on a first come,.first
serve basis.
1. No provisions are made for parking and sanitary facilities for the
sl , ip tenants. This violat-es established policy of the City,,ind-the
Joint Harbor Committee concerninq parkinq ratios and provision of
_ianitary a - V1
COUNTY OF ORANGr
HARBORS, BEACHES AND PARKS DISTRICT
As discussion continued, some members of the Committee questioned such other
areas as the accuracy of traffic flow predictions to and from the proposed
development, and whether adequate consideration was given to a recent report
received by the City concerning land instability within various areas of the
city.
The result of this Committee discussion was to withhold action on the px—Qpo-"d
developmentpendinq clarification and enlargement of the environmental impact
le�_a_lt ation and resubmi-t—t-a-I _.__1_n__a_ddiCiori_,__City� —staff indicated that t�W6.1-t-Y
AFTto_rn—e—yWd—uT-d —appreci-a-t-6--a copy of any pertinent County Counsel opinions con-
cerning the exclusive use of tidelands, in order that the City may properly
-evaluate its position in this matter. A copy of County Counsel Opinion 63-471
of November 15, 1963 is attached for your information. If additional informa-
tion is required, it is suggested you contact Mr. Adrian Kuyper, County Counsel,
Telephone: 834-3300.
This matter is brought to your attention as we understand review of the impact
evaluation on this project is imminent by the City Planning Commission, and
this information could be of value to that body in its considerations.
Yours very truly,
HARBORS, BEACHES & PARKS DISTRICT
KENNETH SAMPSON, Director
04Y LEAAAN,'Mief of Operations'
!�ecr: ry to Joint Harbor Committee
LML-mph
Encl
cc: County Counsel
B. Reed, Marine Safety Dept.j.�
2.
PHONE 547-0547 O.C. HA[i
November 15, 1963 Dato:
To
Mr. Kenneth Sampson
Harbor Manager
Orange County Harbor District
1901 Bayside Drive
Newport Beach, California.
Re: Discrimination in Favor of Propert
owners in Granting Mooring Permits
Dear Sir:
This opinion is in reply to your letter dated October 22,
1963, which reads as follows:
"Shore moorings on Balboa Island Lido Island
and Balboa peninsula have been reserved for
property owners of these areas as they have
access to sanitary facilities in their homes.
Recently the owner of a shore mooring_on-
Bal6oa Island sold his property and moved.to
Corona del Mar. At that time a letter was
sent to the owner cancelling the mooring per-
mit and requesting the removal of the remain-
ing equipment. The gentleman has now ques-
tioned our right to cancel the mooring permit,
even though Sec. 22.0210(c) of the Harbor Dis-
trict Codified Ordinance states that the Harbor
Manager may cancel a mooring permit upon giving
a five day written notice.
It is respectfully requested that we be pro-
vided with a legal opinion as to whether or
not this section of the Codified Ordinance can
be used for this purpose."
In our opinion, the Harbor Manager has no power to ad-
minister mooring permits on the basis of residence.
the first clause of paragraph (c) of Section 22.0210 of
the Ordinances of the Harbor District reads as follows:
& 3: - Y--7 1 - "I
63-471
GEORGF F. HOLDEN
C.F.GALLOWAY
COUNTY COUNSEL
HAYWARD P. LECRONE
ROBERT J. SWITZER
OFFICE OF THE
SEYMOUR S. PIZER
CHIEF ASSISTANT
COUNTY COUNSEL
SAMUEL C. POLK
ADRIAN KUYPER
RAY MELINE
CLAYTON H. PARKER
ASSISTANT11
COUNTY [IF ORANGE
JOHN M. PATTERSON
FREDERICK M. BROSIO, JR.
308 HALL OF RECORDS
DEPUTIES
,SANTA ANA. CALIFORNIA
PHONE 547-0547 O.C. HA[i
November 15, 1963 Dato:
To
Mr. Kenneth Sampson
Harbor Manager
Orange County Harbor District
1901 Bayside Drive
Newport Beach, California.
Re: Discrimination in Favor of Propert
owners in Granting Mooring Permits
Dear Sir:
This opinion is in reply to your letter dated October 22,
1963, which reads as follows:
"Shore moorings on Balboa Island Lido Island
and Balboa peninsula have been reserved for
property owners of these areas as they have
access to sanitary facilities in their homes.
Recently the owner of a shore mooring_on-
Bal6oa Island sold his property and moved.to
Corona del Mar. At that time a letter was
sent to the owner cancelling the mooring per-
mit and requesting the removal of the remain-
ing equipment. The gentleman has now ques-
tioned our right to cancel the mooring permit,
even though Sec. 22.0210(c) of the Harbor Dis-
trict Codified Ordinance states that the Harbor
Manager may cancel a mooring permit upon giving
a five day written notice.
It is respectfully requested that we be pro-
vided with a legal opinion as to whether or
not this section of the Codified Ordinance can
be used for this purpose."
In our opinion, the Harbor Manager has no power to ad-
minister mooring permits on the basis of residence.
the first clause of paragraph (c) of Section 22.0210 of
the Ordinances of the Harbor District reads as follows:
& 3: - Y--7 1 - "I
mr, Kenneth Sampson
November 15, 1963
Page 2
"Any permit issued
provide in effect
celled at any time
giving a five (5)
occupant, of said
by the Harbor Manager shall
that said permit may be can -
by the Harbor Manager upon
days' written notice to the
cancellation, * * * * *11 �
63-471
Paragraph (i) of the same section authorizes transfer of
permits where the mooring is to be used by the same sized boat;
but neither there nor anywhere else in the ordinance is there
any mention of residence or sanitary facilities in connection
with mooring permits.
It is our opinion that the Board of Supervisors., as govern-
ing board of the Harbor District, did not intend to allow can-
cellation on the basis of policy considerations such as residence
and sanitary facilities as determined by the Harbor Manager
himself. To attempt to do so, without the Board itself setting
up standards and policy guide lines by express provisions in
the ordinance, would be invalid. Jersey Maid Milk Products Co.
v. Brock, 13 C.2d 620, 641-2 (1939). Furthermore, the canceII—a-
tion provision can be interpreted as applying to violations of
the conditions attached to the permit, such as payment of the
fee, which are expressly authorized in the ordinance, and possibly
to other violations of the ordinance as well.
We therefore conclude that the Harbor Manager does not have
discretionary power to grant, deny or cancel the mooring permits
on the basis of the residence of the owner because no such power
has been delegated to him by the Board of Supervisors.
Very truly yours,
George F. Holden, County Counsel
and
Sdmubl C.BiolV, Deputy
SCP:mds '
CITY OF NEWPORT BEACH FIRE MARINE DEPARTMENT
HARBOR PERMIT APPLICATION
(Please print all information)
McLain Enterprises, 4 Cor orabe Plaza, Newport Beach 760-0919
1. Applicant (Property Owner) Address 2 Telephone
919 Bayside Drive
T Project Address (Street Address) Harbor Permit Number
3. Now Construction Revision Maintenance Dredging X
4. Fee $358.00 Check No. 30032 Date 12/18/98
5. Brief Description of Proposed Work:
maintenance dredging
6. Submit 8 1/2" x I V. Drawings �(-3), Include:
1 . Location and dimension of proposed �structure.
2. Location of bulkhead.
3. Location of property lines and lot size.
4. Location of channel markers within 200 feet of proposed project.
5. Existing ground profile, aind area and profile of any dredging with elevations showing depth relative
to MLLW.
6. 'Elevations of top and bottom of piles and bulkheads with respect to MLLW.
7. Any special conditions affecting the construction or affecting boating operations.
8. Owner Builder/Contractor Declaration/lrisurance Information.
7. Owner -Builder Declaration must be completed (on reverse side of this sheet)
8. Applicant's/Agent's Signature: '4�4, Date: 1/13/99
61
9. Work can begin once the dhy has received evidence of the - follow I ing additional 'approvals and you have
been notified to proceed. If you begin prior to the notice you will be in violation of the Newpod'Beach
Municipal Code 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 17.24i.sif.we have not been contacted for a final inspection.
OFIFICtUSE ONLY
Approval in Concept.
Date
Approval of the City,of Newport Beach Council.
Date
Approval of the Arm�'Cbrps' of Engineers
Date
Approval of the California Coastal Commission.
Date
Approval of the City's Public Works Department.
Date
Approval of the City's Building Department.
Date
Approval of County of Orange.
Date
Issued. (Permit is stamped drawing.,
Date
Site Inspection. (call 6"-3043 for appointment)
Date
Site Re -Inspection
Date
Conditions:
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the contractor's license law for the following reasons: (Sec.
'1�77031d.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 the applicant for such permit
to file a signed statement that he is licensed pursuant to the 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 any
applicant for a permit subjects the applicant to a civil penalty for not more than five hundred dollars ($500).
1, 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 LawAoes not apply -to an owner 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.)
— 1, 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: Date:
Contractor: Shellmaker Inc. Telephone:(949) 548 i5jt9
Address: 875 B West.:_15th Street, Newport Beach, CA 92663-2701
License class A&B State Boa . rd . No. 561434-.. City License No. 9 6 0 0 2 2 10
LICENSED CONTRACTOR'S DECLARATION
"'I hereby affirm that I am,,Iicensed under provisions of Chapter 9 (commencing with Section 7000) of
Division 3 of the Business a . ind Professions Code, an y license is in full force and effect.
Contractor's Signature Date: 1/13/99
L
PERMIT NO. 2-490
DREDGING APPLICATION
Project Location: 919 Bayside
Cubic Yards to be Drddged: 125
Method of Dredging: Hydraulic Suction
Nature of Dredged material: Sand/Silt
Disposition of Dredged Material: Haul to sea and dump @1atitude 3303lt42"N'
Longitude 117-0541481@ W.
Method of Material Disposition: Barge to sea.
Turbidity Control Method: . Material to be c-ontained in Dump Barge at
Dredge Site
Effect of dredging on contiguous bulkheading and beaches NONE
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 HarborslBeaches and Parks District
(if applicabl6) permit for maintenance dredging and that I accept all the
provisions therein. Additionally I guarantee that the proposed dredging
will not.occur because of any altering of existing use of the affected
zone,
McLain Enterprises
(Applicant -type name)
January 1-9, 1999
(DateY
SHELLMAKER INC.
(Contractor -type name)
Signed:
Contractor's
Representative
90.99
Median = 1.45 4 2.6 /',. Gravel
Mean 1.38 94.2 % Sand
3_2 % Silt—Clay
Sample location: NEWPORT MARINA APAR, MENTS'
#919 BAYSIDE DRIVE, NEWPORT BEACH
0 a, z t' u, 0,
GE07ECIIAIICAL ENGINEERING
For: SHELLMAKr'_R, INC.
CUMULATIVE GRAIN SIZE DISTRIBUTION
PHI UNITS
�PROJ�ECT. 99-01 -00 1
PLATE
2
� m
nil
I
III
I
11111
HUI
1111
I
lip
'1111
I
I'll
111110
11
gill
Median = 1.45 4 2.6 /',. Gravel
Mean 1.38 94.2 % Sand
3_2 % Silt—Clay
Sample location: NEWPORT MARINA APAR, MENTS'
#919 BAYSIDE DRIVE, NEWPORT BEACH
0 a, z t' u, 0,
GE07ECIIAIICAL ENGINEERING
For: SHELLMAKr'_R, INC.
CUMULATIVE GRAIN SIZE DISTRIBUTION
PHI UNITS
�PROJ�ECT. 99-01 -00 1
PLATE
2
� m
f, INAMMum r-r-MV11 I fAr--t-L1k.A I 1UN (Please print all inTormation)
1 - Applicant (Pro erty Owner) Addres% Telephone
q Ay
sde Drive- 2,00
T Projed —Add re -ss (Street Address) Harbor Permit Number
3. New Construction Revision Maintenance 4/1 Dredging
4. File Check No. aQ-7-65-- Date /0 —S�--7193
5. Brief Description of Proposed Work:_ fle070VUT1,0 redn-e hlokeri inmneAe
6b c Q-- 67QCVQ-7W,9
6. Submit 8 1/2" x 11" 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 project 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 proposed structure.
7). Elevation of top and bottom of bulkheads and piles with respect to M.L.L.W.
8). Area and profile of any proposeddredging 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 block, bottom of sheet. Note that the OWNER.
of the property is the applicant.
11). Drawing size shall be 8 - 1/2" x 11
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 co I d (on V` se side of this sheet)
8. Applicant's/Agent's Signature: Date:
Joint Permittee Signature (if appli&dle): Date:
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 penalties
10. Your perm - it 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. Date
Approval. of the City of Newport Beach 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 permit (Building Department)
V --Issued. (Permit is stamped drawing)
Site Inspection. (call 644-W43 for appointment)
Site Re -Inspection
Conditions:
Date
Date
Date
Date
Date
Date
Date
Date
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
the applicant for such permit to file a signed statement that he is licensed pursuant to the
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 any 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 owner 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).
— 1, 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 propertywho 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.
Owner's Signature:
Contractor: QL) I r—'r SL
Address: 4("
License class: State Board No.
License Contractor's Declaration
I hereby affirm that I
7000) of Division -3 of
effect.
Contractor's Signature
of Business and Professional Code for this reason:
Date:
Telephone: Z Q_ 3
0�� 3 Citv License No. 7 70a7
er 9 (commencing with Section
[ my license is in full force and
Date: Zo— 5---5 0
EPLY TO
ATTENTION OF:
Office of the Chief
Regulatory Branch
Mr. Wes Armand
City of Newport Beach
P.O. Box 1768
DEPARTMENT OF THE ARMY
LOS ANGELES DISTRICT, CORPS OF ENGINEERS
P.O BOX 532711 q1 �
LOS ANGELES, CALIFORNIA 90053-2325
Newport Beach, California 92658-8915
March 11, 1999
SUBJECT: NOTICE TO PROCEED (File No. 1999-15432-YJC)
Dear Mr. Armand:
Reference is made to your letter dated January 20, 1999 in which you submitted on
behalf of McClain Enterprises at 919 Bayside Drive, Newport Beach, a notification for the
maintenance dredging of 125 cubic yards of sand and silt material for disposal at LA -3.
Based on the furnished information, we have determined that the proposed
maintenance dredging activity complies with the terms and conditions of Petn-dt No. 89 -211 -
GS provided that McClain Enterprises' contractor does not exceed the maximum dredging
design depth of -5 feet MLLW with a maximum allowable overdepth of -1 foot MLLW.
If you have any questions, please contact Jae Chung of my staff at (213) 452-3292.
Please refer to this letter and 1999-15432-YJC in your reply.
Enclosure(s)
Sincerely,
Mark Durham
Chief, South Coast Section
Page 1 of 1
Thomas Utman
From: Hori, Susan [SHori@manatt.com]
Sent: Thursday, May 25, 2006 10:06 AM
To: Thomas Utman; Carl Akins; carol@govsol.com; David B. Neish; David J. Neish; Felix Gonzalez;
Jim Hann; Leslye Page; Lou Sabatasso
Subject: RE: Revised List of Components
I heard from Fernie Sy.
With respect to the project description, what he said he wanted was a bullet point list. The reason why he was
asking for more than what we provided was that the narrative that we provided in the application did not include
other work that he saw on the plans so he would like a list that matches up with the plans -- as well as the
narrative.
With respect to the AIC, he said that even though the Council approved everything, we would still need an AIC
from Harbor and asked that we work with tom rossmiller to get this.
Susan K. Hori
Manatt Phelps & Phillips
695 Town Center Drive, 14th Floor
Costa Mesa, CA 92626
714/371-2528 (direct line)
714/371-2571 (direct fax)
shori(�D_manatt.com
CONFIDENTIALITY NOTICE: This e-mail transmission, and any documents, files or previous e-mail messages
attached to it, may contain confidential information that is legally privileged. If you are not the intended recipient,
or a person responsible for delivering it to the intended recipient, you are hereby notified that any disclosure,
copying, distribution or use of any of the information contained in or attached to this message is STRICTLY
PROHIBITED. If you have received this transmission in error, please immediately notify us by reply email at
shori@manatt.com or by telephone at 714-371-2528, and destroy the original transmission and its attachments
without reading them or saving them to disk. Thank you.
From: Thomas Litman [mailto:beaconbay@earthlink.net]
Sent: Thursday, May 25, 2006 10:32 AM
To: Carl Akins; carol@govsol.com; David B. Neish; David J. Neish; Felix Gonzalez; Jim Hann; Leslye Page; Lou
Sabatasso; Hori, Susan
Subject: Revised List of Components
Attached is the newest list per comments that I have received. I will be finalizing the list Monday. So if anyone
has any suggestions or additional comments please let me know.
IRS CIRCULAR 230 DISCLOSURE: To comply with requirements imposed by recently issued treasury regulations, we
inform you that any U.S. tax advice contained in this communication (including any attachments) is not intended or written
by us, and cannot be used by you, for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting,
marketing or recommending to another person any transaction or matter addressed herein. For information about this legend,
go to
http://www.manatt.coi-n/uploadedFiles/Areas of Expertise/Tax Egiployee�_Benefits_and.Global.Com
5/25/2006
MHT—RJ-200b 1'(:34
CALIFORNIA 0
South Coast Area Offloe
260 Oceangaie, Suits Inoo
Long 8020h, CA 90802-4ao2
(662) 590-6071
GOVERNMENT SOLUTIONS 949 717 7942 P.02/04
AL
Government Solutions, no.
Attn: Carol McDermott
230 Newport Center Dri-.,,e, suite #230
Newport Beach, CA 92660
Re: NOTICE OF INCOMPLETE APPLICATION
USG Developm�illt, Inc.; Applicants
919 Bayside Drive, Newport Beach, CA; Location
Co.a.stal Develolpment Permit Application No. 5-06-145
Dear Ms. McDermott,
May 17, 2006
MAY 18 2006
BY.....................
The above referenced application was received April 17, 2006. The proposed proje ct consists
of a parcel map for 17 lo's located in Newport Beach. Coastal COnmission staff has reviewed
your application and detcirmined that the submission is incompjete pending the receipt of the
information, requested. below':
'PROJE
PT SIMr! ND.QtSCR "I
IFT ON
Is the project site (�partnizieint complex) currently a gated complex? if'so, How'long has , the site
A-
1-1011"- been gated and can the l,'-'jublic enter the site to access the'bay?
i) Please provide a, thorougri list describing all the various components of the proposed project,
0C Is bulkhead work part of Vie proposed project? If so, additional information will be necessary.
No Erosion Control Plans have been subm. Itted with the application. Thus, Please submit two
(2) full size sets of Erosior, Control Plans.
2. CITY OF NEWPOAT BEACH HARBOR RESOURCEs DIVI.SION
Portions of the proposed 11:;1roject such as the now 6-1bot wide accessible ramp, Plies and new
gangplank will require an --.,ipproval-in-concept from the City of Newport Beach Harbor
Resources Division. A co"iceptual approval from the Harbor Resources Division is necessary
before evaluation of the ploposed project can be continued. Therefore, please provide an
approval -in -concept and tivo (2) signed full size sets of plans for any work that requires approval
from the City of Newport E,,Iaach Harbor Resources Division.
3. GRADING
The submitted application !;tates' that thefillowih gradingwill
9 take Place:'4,200 cubic yard6 of
cut and 4,600 cubic yards ,)f fill. In adcl.ition, it states that there will'be 400 cubic yards of
grading, but'does'not clarify if it will be for import or export. Please clarify. If it will be for export,
Please locate the disposal �5ite- Also, if the disposal site is in the coastal zone, a coastal
development permit may ti a required A copy of p�ge 3 of the submitted application has been
included with this letter for you to revise.
MRY-18-2006 17:35 GOVERNMENT SOLUTIONS 949 71? ?942
5-06-145.(USG)
Notice of Incomplete Application
Page 2 of 2
4. LANDSCAPIEFILANS
The Commission favor,,�, the use of native drought tolerant non-invasive vegetation and has
Previously imposed a SlPeclal Condition requiring use of such Vegetation. Invasive vegetation
can spread quickly and adversely impact native vegetation. Drought tolerant plants are
necessary to minimize 1, . Agation. Therefore, the Commission has typically required that
Landscaping Plans not.1clude non -drought tolerant, inv4sive plants. Pleas B
submitted Landscape Pian only includes native daro V_ e v dfy�Wr
ught tolerant. nnnmvaah�q �Isnts. If your
Proposed landscaping does Mot I consist of nati—vedroughttolerant, non-invasive plants, please
submit two (2) full size va.ts of Avised Landscape Plans. If You choose not to verify this now,
the project, if approved,would likely include a spe�ci_a_�ICondition which would require submittal
of a revised Landscape Plan that only includes native drought tolerant, non-invasive plants.
5. PROJECT PLAjl,is
Please submit one (1) aclditlona[ full-size sets of the Drainage Plan and Sheets 1-1-1-10. In
addition, please submit reduced size editions (8 W'x 11") of all the project plans and any plans
you submit in response I o this letter.
Please do not limit your.,!;;ubmittal to the above-mentioned items, You may submit any
information, which you f(.,.!el may help Commission staff gain a clear understanding of the scope
of your project. Upon rer:;eipt of the requestec[ materials, we will proc d with d r n th
completeness of your ariPlication. ee ete nVi ing a
Thank you for your attenilon to these matters. We look forward to working with you. if you have
any questions, you may r:*ntact me at (562) 590-5071.
naiyst ii
Attachment: Page 3 of thi:-:� submitted application
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(a) �,iat this instrument does not convey any property rights either
in real estate or material, or any exclusive privileges; and that it does
not authorize any injury to private property or invasion of priva-te rights,
or any infrin.-ement of Federal, State or local laws or regulatims, nor
does it obviate the necessity of obtaining State or local assent required
Dy the law for the structure or work authorized.
(b) That the structure or worIc authorized herein shall b e in accordance
with the plans and drawings attached hereto and construction shall be
subject to the supervision and approval of the District Engineer, Corps of
Engineers, in charge of the DisZrict in which the work is to be performed.
(c) That the District Engineer may at any time make such inspections
as he may deem necessary to assure that the construction or work is perforii-ied
in accordance with the conditions of this permit and all expenses thereof
shall be borne by the pelmittee.
(d) That the permittee shall comply promptly with any lawful regulations,
conditions, or instructions affecting the structure or work authorized herein
if and when issued by the Environmental Protection Agency and/or the State
water pollution control agency having jurisdiction to abate or prevent water
pollution, including thermal or radia t4 on pollution. Such regulations,
Conditions or instructions in effect or hereafter pfescribed by the
Environmental Protection Agency and/or t'l-,e State agency are hereby made a
condition of this permit.
(e) That the permittee will maintain the work author 4 zed herein in good
condition in accordance with the approved plans.
(f) That this permit may, prior to ti -le -completion of the structure or
work authorized herein, be suspended by authority of the Secretary of �_he
Army if it is determined that suspension is in the public interest.*
(g) That this permit may at any time be modified by authority of tLie
Secretary of the Army if it is determined that, under existing circumstances,
modification is in the public interest.* The permittee, upon receipt of a
notice of modification, shall comply therewith as directed by the Secretary
of the Army or his authorized representative.
(h) That this permit may be revoked by authority of the Secretary or
the Army if the permittee fails to comply with any of its provisions or if
the Secretary determines that, under the existing circumstances, such action
.is required in the public interest.*
(i) That any modification, suspension or revocation of this permit shall
not be the basis for a claim for damages against the United States.
(j) That the United States shall in no way be liable for any damage to
any structure or work authorized herein which may be caused by or result
from future operations undertaken by the Government in the public interest.
(k) That no attempt shall be made by the permittee to forbid the 'Lull and
free use by the public of all navigab le waters at or adjacent to the
structure or work authorized by this permit.
(1) That if the display of lights and signals on any structure or work
authorized herein is not otherwise provided for by law, such lights and signals
as may be prescribed by the United States Coast Guard shall be installed and
maintained by and at the expense of the permittee.
(m) That the permittee shall notify the District Engineer at what time
the construction or work will be commenced, as far in advance of the time
of commencement as the District Engineer may specify, and of its completion.
Page 2 of 4
(n) That if the structure or work herein authorized is not completed on
or before 31st day of December 3 19 7� this permit, if not previously
revoked or specifically extended, shall cease and be null and void.
(o) That the legal requirements of all Federal agencies be met.
(p) That this permit does not authorize or approve the construction of
particular structures, the authorization or approval of which may require
action by the Congress or other agencies of the Federal Government.
(q) That all the provisions of this permit shall be binding on any
assignee or successor in the interest of the permittee.
(r) That if the recording of this permit is possible under applicable
State or local law, the nermittee shall take such action as may i)e necessary
to record this permit with the Registrar of Deeds or other appropriate
official charged with the responsibility for maintaining records of titie
to and interests in real property.
(s) That the permittee agree to make every reasonable effort to prosecute
the cons - truction or work authorized herein in a manner so as to minimize any
adverse impact of the construction or work on fish, wildlife, and natural
environmental values.
(t) That the permittee agrees that it will prosecute the construction of
work authorized herein in a manner so as to minimize any degradation of water
quality.
(u) That grades bayward and coveward of all new bulkhead walls. will be
at a �lope of 4 to 1, beginning at an elevation of +2.7 feet above mllw
at the bulkhead wall, and will create an intertidal area of approximately
17,600 square feet.
(v) That the surface area of new waters t
will be equal to or greater than the existing
to be filled as a result of the project. -
be created by the project
surface area of Newport Bay
*A judgment as to whether or not suspension, modification or revocation is in
the public interest involves a consideration of the impact that any such action
or absence of any such action may have on factors affecting the public interest.
Such factors include, but are not limited to, navigation, water supply, flood
damage prevention, ecosystems, and, in general, the needs and welfare of the
people.
PAGE 3 OF 4
SPECIAL CONDITION
That no building or other structure may be erected on the fill authorized by
this permit unless such building or other structure is appropriately identified
and described in the plans and drawings attached hereto; that buildings or
other structures authorized by this permit, once erected, may not be signifi,
cantly modified in their outward appearance or torn down and other buildings
or structures erected in their place unless a modification of this permit is
authorized by the Secretary of the Army or his authorized representative; and
that neither the fill itself nor buildings or structures erected in accordance
with the plans and drawings attached hereto may be dedicated to any different
use than that contemplated at the time of issuance of this permit unless a
modification of this permit is authorized by the Secretary of the Army or his
authorized representative.
authority of the Secretary of the Army:
(lee Date
?'Itre;C-4-
*rerr Z) e
Permittee hereby accepts the terms and conditions of this permit.
Xj - L( - -1 Ll
Permittee Date
(A) PAGE 4 OF 4
MARINE SAFETY DEPARTMENT
70 Newport Pier
February 26 1973
ITEM NO.
TO: MAYOR CITY COUNCIL
FROM: Marine Safety Department
SUBJECT: �HARBOR PERMITAPPLICATION #200-1001 (The Cove Condominium)
APPLICATION TO: Revise the current harbor permit to allow:
1. The construction and�,.redesign of 77 slips.
2. The construction of J960' of new bulkhead.
3. Excavate landward of the U. S. Bulkhead Line for
an inlet beach.
APPLICANT: The Irvine Company, Newport Beach (The Cove.Condominiums)
PROJECT
DESCRIPTION:
The existin ' g marina has 77 slips and 38 side -ties
totally 115 docking spaces extending from the Promon-
tory Bay Channel opening to the West side of the
Balboa Island Bridge. The proposed marina reconstruc-
tion is for:
1. 77 slips (2 sections)
a. West Section - Bayward of the Newport Apart-
ments - approximately 4001 long with 33 slips,,
parking spaces for 33 automobiles and restrooms.
b. East Section - Bayward of Cove Condominiums
and Shark Island Yacht Club. Approximately 9001
long with 44 slips. Restroom.facilities will be
located on the ground floor of the Shark Island
Yacht.Club, as well as around the Cove swimming
pool facilities and in the Condominium units.
A new bulkhead except for the inlet opening to the
Cove's beach, will extend from the existing concrete
bulkhead approximately 2001 west of Marine Drive to
the west property line of the Cove's. The bulkhead
will continue from that point landward 181 to the
ITEM NO.
existing bulkhead at the Newport Apartments. The
total length of new bulkheading is 8601 linear feet.
Alfloating public walk will extend the full length
of the Cove frontage.from Marine Drive to the west
side of the Cove property. A five foot walk is
proposed between the Newport Apartments and Cove
Condominiums to connect the Bayfront walk to Bayside
�Drive.
RECOMMENDATION: If desired, approve harbor permit application #200-
1001 on City Tidelands subject to the following con-
ditions:
1. Approval of the U. S. Corps -of Engineers (the
Corps of Engineers permit was applied for initially
on October 26, 1972.)
2. Incorporate the City's Planning Commission Condi-
tions for Tentative Tract Map 8073 and the Use Permit
#1629!when applicable to the Harbor Permit. These
cofiditions are:
a. That all public improvements be constructed
as required by ordinance and the Public Works
Department.
-b; -That a minimum 5 foot wide publit sidewalk ease-
ment be required along�the westerly property line
of Lot 2 extending beyond the ordinary high water
mark.
C,.- That a minimum 5 foot wide public pedestrian
easement be approved along the bulkhead line of
Lots 2 and 3 to the satisfaction of the Departments
of Marine Safety and Community Development. Said
easement shall be improved with benches and other
-facilities for pedestrian use in a manner meeting
the approval of the Director of Community Develop-
ment.
d. With the exception of Lot 1, all - slips and side
tie facilities in.the Bay adjoining the subject pro-
perty shall be reserved for the exclusive use'of the
condominium owners or tenants and the members of the
Shark Island Yacht Club, provided that this is con-
sistent with the laws and--p-o-FiEcies of the Countyi.
(See Discussion.—ft—em #3.)
e. Plans, including proposals for the control of
debris and protection of the adjoining channel, shall
be submitted to and approved by the Director of Com-
munity Development prior to the issuance of demolition
permits.
ITEM NO.
f. That the developer shall be responsible for
all precautionary actions nedessary to protect
the quality of the waters of the harbor during
excavation and construction operations and shall
prepare plang and specifications designed to pro-
tect the waters of the adjoining channel prior
to the issuance of, any building permits.
g., That a harbor permit shall be required before
any modifications may be made to the existing dock
and slip facilities, and a transfer permit shall
be required if slips ar . e assigned to the yacht club.
3. The final method of removing or demolition of
the existing slips from the site be approved by the
Marine Safety Department.
4. The sewer services necessary for the pump -out
station be provided in a manner satisfactory to the
Public Works Department.
5. That all backfill behind the proposed bulkhead
will be done by an alternate means other than dredg-
ing, unless a seperate dredging permit has been
approved by the City, U. S. Corps of Engineers, -and
Santa Ana Regional Water.Quality Control Board.
6. The excavation and/or fill landward of the U. S.
Bulkhead Line be subject.to the approval and neces-
sary permits obtained from the Community Development
Department.
7. That a commercial fire protection system be installed
and approved by the Fire Department.
8. That any domestic water service and electrical ser-
vice on.the slips be installed under a permit obtained
from the Department of Community Development.
9. That the height and design of the bulkhead be
approved by the Public Works Department.i
DISCUSSION: 1. Back5round
The Joint Harbor Committee has reviewed the qove Condom-
inium Project on three seperate occasions. The initial
presentation to the Joint Harbor Committee was on
October 10, 1972, at which time the Committee requested
the preparation of an E.I.R. cind that the Irvine Com-
pany report back when they were prepared for a formal
review.
ITEM NO.
The following month, November 14, an E.I R. for the
Cove Ccndominium project was reviewed by the Joint.
Harbor Committee. The Irvine Company requested
approval of the bulkhead portion of the project so
that initial development could begin. The Committee'
moved that action be withheld on the proposed develop-
ment pending the'clarification of:
1. The City's policy of use of slips bayward of
condominiums for the owners or tenants only.
(Exclusive Use)
2. The enlargement of the E.I.R. (Tidelands
Section) and resubmittal.
January 9, 1973, the Joint Harbor Committee moved
that a letter be directed to the Irvine Company
requesting that.a presentation on the Cove project
be made to the committee at its February meeting,
and that the presentation include a document showing
that the property was free and clear of any public
easement, including commerce, fisheries and navi-
gation. The Committee also asked that the County
Counsel and City Attorney confer on the issue of
"Exclusive Use" so that it might be resolved.
Prior to the February meeting of the Joint Harbor
Committee the members were mailed an E.I.R. Addendum
for the Cove Condominiums. This.report specifically
addressed the proposed bulkhead and marina improve-.
ments.
February 13, 1973, the Joint Harbor Committee dis-
cussed the Cove project with reference to staff
reports, exclusive use, E.I.R.- Addendum and the
Irvine Company presentation. The chairman,, Council-
man Kymlal summarized the discussion by stating the
Irvine Company was following established City Policy,
and that the question of exclusive use was not on
trial. The issue was whether or not to recommend
approval to the City Council. The chairman, by motion,
requested the Joint Harbor Committee recommend approval
of the harbor permit application. The motion died. for
lack of a second. In the absence of a second, Council-
man Ryckoff moved, seconded by Commissioner Robinson,
that the harbor permit application be fo I
rwarded to the
City Council for action without recommen'dation, together
with a summary of the Committee's review of the project.
2. The marina proj-ect will improve many aspects of
the existing facility. The existing slips are old,
unsafe, and currently do not meet City specifications
as far ' as safety standards are concerned. The bulk-
head from 2001 west of Marine Drive to the Newport
Apartments is a poured -in-place wall which is
partially collapsed and aesthetically unsightly. The
proposed slips are to berebuilt to meet City speci-
ITEM NO.
fications. The proposed bulkhead will be built..
on the U. S. Bulkhead Line in accordance with City
Standard Drawings.
3. The Planning Commission's condition item (d)
restated in the recommendations above, states,
11,,,subject property shall be reserved for the
exclusive use of the condominium owner or tenants
and the members of the Shark Island Yacht Club?
provided that this is consistent with the laws and
policies of the County".
This condition was placed on the Tentative Tract
Map approval November 30f 1972, prior to the Joint
Harbor Committee's discussion concerning "Exclusive
Use". Since this project involves City Tidelands
it is the staff's feeling that, as well as the City
Attorney's that the City policy of reserving slips
for exclu�ive use is the prerogative of the City
even though it possibly conflicts with County policy.
The staff would recommend that the last phase of
this condition ("provided that this is consistent
with the laws and policies of the County".) be deleted..
4. The Marine Safety Department staff and Planning
Staff have reviewed the E.I.R. Addendum. The staff
concurs with the report that no major long term
adverse impacts will occur from this project.
5. The Cove Condominium amended E.I.R. is attached
for c6uncil.
6. The Balboa Island Improvement Association has
been advised by letter that Council will consider
the proposed harbor permit at the February 26 Council
meeting.
D. Harshbarger, Captain
Marine Safety Department
DH: lf
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June 28, 1976
CITY COUNCIL AGENDA
ITEM NO. F-2
TO: CITY,COUNCIL
FROM: Public Works Department
SUBJECT: VACATION AND ABANDONMENT OF AN EXISTING 5 -FOOT WIDE SIDEWALK
EASEMENT IN LOT 2 of TRACT NO. 8073
LOCATION: Extending between Bayside and the'Balboa Island Channel
approximately 850 feet Westerly of Marine Avenue
RECOMMENDATIONS:
1. Adopt a resolution adopting a map showing the sidewalk
easement which is to be vacated and abandoned.
2. Adopt a resolution declaring the City's intention to
vacate and abandon an existing sidewalk easement, and
setting July 26, 1976, as the date for the public
tended vacation and abandonment.
hearing concerning the in
DISCUSSION:
During the studysession on June 14, 1976, the City Council con-
sidered a report from the Community Development Department regarding pedestrian
access to Marine Avenue from the Villa Marina public headwalk. The delibera-'
tions included the existing five-foot wide sidewalk easement located along
the westerly side of Lot 2 of Tract No. 8073 (between "The Cove" condominiums
and the "Newport Marina" apartments). One of the conclusions reached is that
there is no foreseeable intention to improve the existing easement with per-
manent sidewalk surfacing so as to serve as an accessway to the floating
headwalk. This leaves the easement in an uncertain status regarding responsi-
bility for maintaining the area. The community association for "The Cove"
condominiums has indicated that they will install and maintain landscaping
in the five-foot wide strip if the City will vacate and abandon the dedicated
public sidewalk easement.
Accordingly, the staff was directed to begin the vacation and aban-
donment proceedings. Adoption of the two resolutions outlined above will set
the process in motion.
,A copy of the map showing the sidewalk easement to be vacate . d and
abandoned is attached for reference.
)o e 7ph T D v I i n
Pu lic Wrk Director
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CITY OF NEWPORT BEACH DRAWN M-E-Mcle DATE Q112:Z76
PUBLIC WORKS DEPARTMENT APPROVED y/x-j/
Z-X111B1r ',4 4$57.- PUBLIC WORKS DIRECTOR
04CA710,V 0.4- .37'-4'1-0,--,W,44k -,`A5,F"-l5'A/7- R.E. NO. 1280&
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April 11, 1977
TO:
FROM:
SUBJECT:
Yo
MARINE DEPARTMENT
ITEM NO.: H-12
MAYOR AND CITY COUNCIL
Marine Department
HARBOR PERMIT APPLICATION #200-919 BY MC LAIN ENTERPRISES
TO REVISE EXISTING COMMERCIAL SLIPS AT 919 BAYSIDE DRIVE
RECOMMENDATION
If desired, approve the application subject to:
1. The approval of the U. S. Army Corps of Engineers.
2. The new slips be reserved for the use of owners or tenants of the
upland property only, in compliance with condition of approval on
the original Harbor Permit.
3. That separate permits be obtained from the Community Development
Department and the Fire Department for the utility services and fire
protection system.
DISCUSSION
This application is being brought to the Council for review and action because
the facility is a quasi -commercial installation bayward of uplands zoned
residential. In keeping with the intent of the conditions of approval. Council
placed on the Harbor Permit for the existing installation in 1973, the applicant
file a document with the City Attorney and the Marine Department certifying that
this facility would be used only by the owners and tenants, of the upland develop-
ment.
The applicant wishes to revise the existing facility to provide spaces for
vessels larger than 30 feet in length. At the present time, there is a need
by some of the upland owners and tenants for larger slip sizes.
The applicant feels that the proposed larger slips will satisfy the need while
providing an adequate number of 30 foot slips.
D. HARSHBARGER, DIRECTOR
MARINE DEPARTMENT
G e n 4E. elden
Tidelands Administrator
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c*rnctro,. c-oNnITIONS:
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C01,11ty Permit
Other: 4�, /Y 4"'. 7.
C CC:
City Council conditions are as follows-.
A,,-)proval of the U. S. Corps of Engineers..
4.9 Incorporate the City's Planning Commission Conditions for Tentativat,Tcac,;
.14p 8073 and the Use Permit #1629 when applicable to the Harbor Permit.
conditions are:
T:iat all public improvements be constructed as required by o-rdinanc-
-e Public Works Department
2.1at a minimum 5 foot wide public sidewalk easement be re< -u-' U
ly property line of Lot 2 extending beyond the ordinary
�-o aester
o z7Lrk-.
12liat a minimum 5 foot wide padest-rian easement be approved al-,�ng
bulkhead line of Lots 2 and 3 to the satisfaction of the Deparl::.-n-�n-L:s
J-
0� ','arine Safety and Community Developmen.-t. Said easement shall beir.,.PrGvE;<
iv-2th :3enches And other facilities for pedestrian use in a manner meeting
L
-ie Director of Community Development.
tlj.,�! a'.)?roval of t)
d. a'iti the exception of Lot 1, all slips and side tie facilitic.,; ti -e
L
adjoining the subject property shall be reserved for the exc:Ls 7
ive
use oZ the condominium owners,or tenants and the members of the S*Iaark
Island Yacht Club, provided that this is consistent with the 31-aws a, -id
polici.es of the County.
0. P-Lans, including proposals for the c ontrol of debris and
oining channel, shall be submitted to and approved by
of the adi
Diroc-Lor of Community Development prior to the issuance of
0 0 i:A, I I 'C s
the developer shall I)o respor.si:Dle for . all precautio,
1.0cossary to protect the quality of the waters of the harbor dul:',:
e-xcav--:--L'-ion and construction operation -s and shall r)repare plans z�nd s .;�c::.—
lczizaons designed to protect the waters of the Adjoining channC-1 pr- z
4., ce of any building per -mi -Cs.
to tnta issuan
r0hat a harbor permit - shall be required bef ore any modif ications may
i-.,.ade to the existing dock and slip facilities, and a transfer per.-Liit
bnall he reqi,ii.red if slins RS �-d tn +7be 1-;-,
U.L removing or UU(LtU-_LJ.L_.Lun of the' exipt.Ljig b,
--he site 11-)e approved by the Marine Safety Department.
4. The sewer services -necessary for the-pump-out.station bdY provided in a
manner satis-1--actory to the Public Works Department.
�5. That all backfill behind the proposed bulk
head will be done by an alter,
nate mcans other than dredging, unless a seperate dredging permit has been
a --proved, by the City, U. S. Corps of Engineers, and Santa Ana Regional Water.
'Quali4t:y Control Boar d.
6. The excavation and/or fill landward of the U. S. Bulkhead Line be sub4
4-n ,ect
the approval and necessary ermits obtained from the Community Deve' t -
p lopment
D en a r t.m
7. That a commercial fireprotection system be installed and approved by
�.the Fire.Department.
3. That any domestic Water service and electrical service on the slins be
:_nstalled under a permit obtained from the Department of Community Developme-aL.,
9. That the height and design of the bulkhead be approved by the Public,
-.1oks Department.
10. Viat no slip or float construction. be permitted within 1651, of the center
line of the Balboa Island Bridge until provisions have been made by the deve-
I
-Lo.ner satisfactory to the Public Works Department to protect the Balboa Island
11. That the sub -divider shall record a covenant satisfactory to the City
At-torney and the Director of Community Development which provIdes access for
,.T--.N-,1r-uJar ingress and egress from Bayside Drive across Lot B to the residual
-�arcel lying immediately east of the promontory hcannel entrance. Said access
_slhall have a minimum width of 20 feet and shall remain until such time as
resi-lual parcel is combined with adjoining property or alternate means of
are provided.
City Council Conditions on Revision 8-26-74
11. The public walkway be open to the public at all times.
The Irvine Co. shall have the responsibility of.maintaining the public
in a safe adn unobstructed condition-.
3. The Irvine Co. grant an easement and construct a public walkway along the
4 de
east- s- . of Pronomtory Channel from Bayside Drive to the headwalk at the
:,!--esterly end of the marina (or), The Irvine Co. provide a connection to the
sadwalk from the easement on the Westside of the Coves property as required
-Y.. Subdivision #8073.
��4- Liability res�ilting from public.use of the public walkway be assumed by
.t.ae City of Newport Beach in a manner satisfactory to the City Attorney and
-the Marine Director.
NOTE:
1.
A Construction Permit is valid for two years from date
of issuance.
2.
Separate permits from the Community Development Dept. a -re
required for any electrical or plumbing work done on
piers and floats.
3,
'Separate permits from the fire department is required
f.or any installation of fire protection equipment.
4.
Upon completion of all work related to a construction
Permit the applicant must notify the Marine Safety
Department for an inspection of the facility. This must
be done before a final permit will be issued permitting
occupancy of the facility.
5.
Cortuaercial marinas must obtain permits from the Community
Development Department for all onshore marina support
facilities prior to issuance bf a Construction Permit
for the pier and floats.
MARINE DEPARTMENT
70 Newport Pier
AUGUST 26, 1974 ITEM NO.: G-3
TO: MAYOR AND CITY COUNCIL
FROM: Marine Department
SUBJECT:� REQUEST BY THE IRVINE COMPANY FOR APPROVAL OF A REVISED
MULTI -SLIP CONFIGURATION, HA RBOR PE - RMIT-200-1001, THE -
COVES
RECOMMENDATION
If desired, approve the proposed revision, -'subject to the following
staff conditions:
(1) The public walkway be open to the public at all times.
(2). The Irvine Company shall have the responsibility�of
�maintaining the public walkway in a safe and unobstructed
condition..
BACKGROUND
The dity Council on March 12, 1973, approved Harbor Permit #200-1001
for The Irvine Company to allow the construction of the Coves Marina.
The harbor permit approved by Council was.for the construction of 8601
of bulkhead and a reconstructed marina to accomodate 77 boat slips
The permit approved by the Council was subject to the U. S. Army
Corps of Engineers approval. The Corps permit which was issued on
March 29, 1974, contained a condition that, the boat slips be further
redesigned to provide a wet sand inter -tidal zone between the base
of the bulkhead and the slip headwalk as required by the Bureau of
Sport Fisheries and Wildlife and the.State Department of Fish and
Game. Because of this condition, The Irvine Company is now coming
back to Council with a slip pattern that will meet this condition.
The redesign will decrease the marina capacity by 16 slips from
77 to 59.
DISCUSSION
The Irvine Company in a letter dated August 2, 1974, (attached)
summarizes the history of Harbor Permit #200-1001 and re . quests
that the City Council approve a marina redesign as required by the
Army.Corps of Engineers permit. Included with the letter are three
Page Two
exhibits which are:
Exhibit A The harbor permit marina configuration approved
by the City in 1973.
Exhibit B The U. S. Army Corps of Engineers written permit
with conditions.
Exhibit C The proposed marina configuration necessitated by
the Corps conditions.
Staff representatives from the City Departments of Public Works,
CommunityDevelopment, Marine, a d the City -Attorney'
have met;with the applicant to discuss the proposed marina c nfigur-
0
ation changes. It is the opinion of staff that the proposed redesign
will not effect the conditions of the original harbor permit approved
by the City Council on March 12, 1973.
As indicated in The Irvine Company letter, an additional issue to be
addressed is that of responsibility for liability resulting from public.
use of the headwalk of the proposed floats as a public walk. The
Marine Department requested the City Attorney review The Irvine Company's
proposal and formulate an opinion regarding the City's assuming this
liability.
Briefly, the City Attorney, in a memorandum dated August 16, suggested
that two conditions be added to the harbor permit revision. These
conditions are listed under the recommendations of this report. Further,
the City Attorney suggested that it is not necessary nor desirable for
the City to address the question of liability at this time,
Ancillary to the requested revision, The Irvine Company will be extend-
ing their public walkway in front of the McLain Apartments and along
the east side of Promontory Bay channel. This addition to the public
'walkway will provide public access from the sidewalk bordering Promon-
tory Bay and Bayside Drive, along the east side, of the Promontory Bay
channel proceeding along the bay frontage of the McLain Apartments,
Coves Condominiums,,and Shark Island Yacht Club and terminating at
Marine Drive (Balboa Island Bridge).
To date the Marine Department's staff has issued the harbor permit for
bulkhead construction only. The staff will issue the marina portion
of the harbor permit dependent on Council's disposition of this revision6
This action represents the last permit to be obtained before construction
can begin on the marina per se.
R. E. REED, DIRECTOR
MARINE DEPARTMENT
D. Harshbarger
Assistant Director
Tidelands operations Division
DH:lf
Attachments
MARINE DEPARTMENT
70 Newport Pier
August 26, 1974 ITEM NO.: G-3
SUPPLEMENTAL
TO: MAYOR AND CITY COUNCIL
FROM: Marine Director
SUBJECT: ITEM NO. G-3, COUNCIL AGENDA, AUGUST 26, 1974
ADDITIONAL CONDITION REFERENCE HARBOR PERMIT
REVISION FOR THE COVE'S MARINA
RECOMMENDATION
If desired, add the following condition (number 3) to the staff
report regarding the Coves:
(3) The Irvine Company grant an easement and construct
a public walkway along the east side of Promontory
Channel from Bayside Drive to the headwalk at the
westerly end of the Marina (or), The Irvine Company
.provide a connection to the headwalk from the
easement on the west side of the Coves property as
required by Subdivision #8073.
DISCUSSION
In a recent review of the proposed Coves harbor permit revision
with the Community Development Director concerning interrelated
aspects of the marina and upland development, itwas recommended
that the above condition be added to the harbor permit to clarify
the requirement that The Irvine Company provide public access
from.the proposed.landside easement along Promontory Channel to
the required public walkway over tidelands along the bayfront -of
the Cove's development
R. E. REED, DIRECTOR
MARINE DEPARTMENT
"00,
D. flarshbarger
Assistant Director
Tideland Operations Division
DH:lf
July 26,.2007
Coastal Farms Real Estate, LLC
Thomas Utman
537 Newport Center Drive, STE 380
Newport Beach, CA 92660
CITY OF NEWPORT BEACH
HARBOR RESOURCES
RE: Westerly Sea Wall Encroachment Into City Tidelands — 919 Bayside Drive
Dear Mr. Utman,
I have received the surveyor's document (Adams Streeter Civil Engineers, Inc., W'ly Side Sea
Wall Exhibit, Tract No. 15323, 919 Bayside Drive, July 17, 2007) which demonstrates that part
of the existing seawall ori the westerly side of the property encroaches upon the City's water
space. Specifically, the property line appears to extend down the center of the existing bulkhead,
therefore creating an encroachment of approximately .66' to 2.5 V when accounting for the
bulkhead cap and the whaler.
The City reco izes this as a minor encroachment which has existed for many decades. There
9111
will be no need for a formal encroachment agreement. However, any future maintenance or
replacement activities on the bulkhead will still remain the responsibility of the property owner at
that time.
Thank you for bringing this to our attention. Please feel free to call if you have any additional
questions.
Sincerely,
Chris Miller
Harbor Resources Supervisor
emiller@city.ng�Mort-beach.-ca.us
(949) 644-3043
829 Harbor Island Drive, Newport Beach, CA 92660
PH: (949) 644-3034 FX: (949) 723-0589 * Website: www.newport-beach.ca.us/HBR/
It
MARINE DEPARTMENT
August 12, 1974
TO CITY ATTORNEY
Marine Department
SUBJECT: THE COVES DEVELOPMENT HARBOR PERMIT
Attached is a letter from The Irvine Company requesting approval
of a "revised marina configuration" necessitated by certain
cor&_4t_4ons of approval applied to their permit from the U.
:1,rmv corps of Engineers.
condition on the orIgInall permit, approved February 12,
973, was that a public walkway be provided. It was agreed
-his walkway could be the headwallk of the floats and that
--responsibility for the
city would accept the mainL:enance
it is our understanding th 4S would also mean the City
L
accept any liability for public use of the walkway.
-ie revised configuration, The Ir -ne
asking for approval of tl V4
--n -any has offered to accept maintenance responsibility for t' -e
if the city will accept the liability responsibility.
Would you review this request by The Irvine Company and formulate
ty, legality and methods of implement-11-
OID-LIlion on the feasibiliL-
of the proposal for inclusion.in a report to the City Counc-`1
t,iis department. Your response is requested by the 19th for
; _nclusion in the above report to Council on the 26th.
--- you need any additional information, please let me know.
,-en Welden
,_-iulelands Operations Coordinator
':arine Department
I f
The Irvine
Company
Page
Two
November
21,
1975
permit
application
along with
two prints
of revised Sheet
No.
10
CITY OF NEWPORT BEACH
P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915
November 1, 1993
California Recreation
Ed Power
1137 Bayside Drive
Corona del Mar, CA 92625
Re: The docks bayward of Shark Island Yacht Club and the Villa
Coves Condominiums
Dear Mr. Power:
Based on our discussions relative to the above, it would be the
City's positon that if the details could be worked out, those docks
bayward of Shark Island Yacht Club and Villa Coves Condominiums
could be rented to members of the general public. Our maj or
concern is parking availability, and we understand that there is no
parking available at the Villa Coves Condominiums or the Shark
Island Yacht Club, but that there is a possibility of available
parking at the Bayside Shopping Center.
Again, if the details could be worked out between the City and the
Irvine Company, and all the parties involved, we see no reason why
the public should not be able to utilize those vacant slips that
you spoke of.
We would be glad to meet with you or other members of the
California Recreation or the Irvine Company to work out the
details. If you have any further questions in this regard, please
contact me at (714) 644-3044.
Sincerely,
Tony Aelum
Deputy Director
TM:la
tmpower.1tr
3300 Newport Boulevard, Newport Beach
OCT 28 '133 09:54 TO 7-146733056
fS'- 73
FROM CFI,:-- 714 720 947,6 T-205 P. 02
L E A S E
Copy
day of
THIS IXASE, executed this
1973t by and between THE IRVINE COMPANY5 a West Virginia
corporation (hereinafter "Le8sorf'), and SHARK ISLAND YACHT
CLIM, a California corporation (hereinaftcr "Lesseell).
MUMS
Lassor is the owner of certain real property located
at Bayside Drive and Marine Avenlue in the City of Newport
Beach, County of Orange, State of California, as inore
particularly described hereinlafter. The �arties hereto
mutually desire to provide for a Lease of said real
property as hereinafter provided.
W I T N E S S E T H:
1. Leased PremiSes: In consideration of the rents
herein specified to be paid, and the covenants and conditions
to be observed and performed by Lessee, Lessor bereby leases
to Lessee and Lessee hereby leases from Les8or that certain
real property (hereinafter "leased premises") situated in
the City of Newport Beach, Cotnty of Orange, State of
California, more partictilarly described,on Exhibit "A" and
for convenience delineated in red on,Exhibit "B", both of
which exhibits are attached hereto and made a part hereof�
After the recordation of. a parcel map has'been
accomplished as hereinafter provided$ this Lease shallbe
amended to substitute-snid parcel, map and parcel map
description for Exhibits "A" and "B" hereto, provided,
OCT 28 19Z 09:54 TO 71467�3056 FRO�I CRC '_P14 720 9436 T-205 0.03
he failure of either party to execute such
however, tl� Z
an�amendmeii�t will not affect this lease in any manner
whatsoever.
I 11his Lease is sv'bject to:
(a) Current taxes and assessment
(b) Covenants, coT�ditions, reservations,
re8trictions, rights, and rights of
vay and ea8eMentS of record, or
apparant'; and
Those easements reserved to Lessov
as set forth on Exhibit "A" and the
rights reserved by Lessor herein.
2. Term: Ibe term of this Lease shall be for a
period of,fifty-five (55) years commencing on the first day
of February, 1973, and en,ding on the last day of January,
2028, unless sooner terminated as hereinafter provided.
3. Rental: Lessee agrees to pay a rental for the
�use and occupancy of the leased premisos as set forth bel6w..
(a) Basic Rental: Subject to adjustment under
sub -paragraph (b) of,this Paragraph 2 and until a parcel
map is available to determine the.exact square footage, the
basic annual rental shall be Eight Thousand Two Hundred
Eighty -Four and 32/100 Dollars ($8,284.32). Upon the
completion of the parcol map, said basic annual rental shall
be adjusted to comply with the exaet square footage, and any
credit or additional payment shall be made accordingly. Th6
basic annual rental shall be equal to seven percent (7%) of
the amount determined by multiplying the net usable square
fbotage, times Four and 34/100 Dollars ($4.34) per square
foot. said annual rental shall be Payable in advance, on
the first (lst) day of each month, in equal installments of
Six Hundred Ninety and 36/1.00 Dollars ($690.36), or
I
-2-
OCT 28 19�3 09:55 TO 7146773056 FROM 1. -RC 714 720 9436 T-205 P.04
such adju��ed figure as the parcel map square footage shall
produce, commencing FebruqrZ__ 1973.
(b) Adjtisted Basic Rental: Upon the expiration
of the twenty-fifth (25th) and fottieth (40th) years of the
term of this Lease, the basic rental shall be adjusted to a
St= equal to seven percent (7�-) of the fair market value of
the leased premiges, exclusive of the value of Lessoe's
improvements thereon; provided, however, in no event shall
the basic rental as so adjusted be less than the basic
rental payable for the preceding period.
After each guch adjustment of the basic rental,
if anY. J-Passee shall pay to Lessor such adjusted basic
rental during the applicable period at the times and in the
manner provided in this Lease for the payment of rental.
If upon the expiration of the twenty-fifth (25th)
or fortieth (40th) years of the term of this Lease, the
parties hereto shall have failed to agree upon the fair
market value of the leased, premises, then and theretipon
such value shall be determined by arbitration as provided
in Article XXI of the General Conditions attached hereto,
Pending the final determination of the adjusted
basic rental, Lessee shall pay to Legsor the amount of the
rental payable for the preceding period at the times and in
the manner as provided in this Lease for the payment of
rental. If adjusted rental as finally determined shall exceed
the amount of rental for the previous period, th� excess
I
amount shall be paid to Lessor by Lessee within thirty (30)
days after the final dbtermination of such adjusted basic
rental.
A
OCT 28 193 09:56 TO 71-tG7-3056
FROM CRC 714 720 '94:36 T-205 P.05
4. Additional Re'ntal and_jfm
2orary Building.
(a) Lessor'and Lessee hereby acknowledge that
Lessee incured a cost of $11,316.40 in relocatiTig a temporary
building owned by LeagoIr from 1353 Bayside Drive to the
leased premises. Lessor hereby agr.ees to reimburse Lessoe"
�this amount through an abatement of rent. These rentals
due and those that will accrue are as follows:
(1) 'Rent on the building shall �e $300.00
per month beginning 1-1-73. This rental shall
'be in addition to the regular ground lease
rental outlined in Paragraph 2a above.
(2) Rent on building while located at
1353 Bayside Drive computed at $500.00 per
month from April, 1972 through December, 1972
($41,500.00'). 1
3) Regular ground rental as outlined in
paragraph 3.
(b) The temporary bxiilding is leased for a
period of three years from the date of this Lease. At any
time during this three year period Lessee may terminate
its use of the building by giving ninety (90) day written
notice to Lessor. If notice is given to Lessor or at the
conclusion of the three (3) year period Lessor shall remove
said building from the leased premises and rental as out-
lined in paragraph 4-a-1 shall cease,
5. -,Use: During the term of this Lease, Les,
4,ee shall
use the leased premiges for the construction and operation
of a private yacht c1tib and uses reasonably asoociated
therewith, including the use of a maximum of' twenty percent
(20%) of the c1tibhouse for transient living quarters for
-4-
714 720 9436
DCT 28 '93 09:56 TO 7 - 15G, FROM CR(-: T-205 P.ClE
M
mambers and luests, and the inspallation and operation of
Leilities for small boat latinAing and rigging. "Lessee
oball inst�ll restroom facilities on the leased premises
fo-- use by slip renters of the adjacent Marina. All of
srld construction shall be accomplished in the manner and
within the time lixaits set forth in Article -11 of the
Ceneral Conditions attached hereto.
La,asee shall not use or - permit any other person to
use said premises, or any part thereoL, for any other purpose,
except by and with the prior written consant of Lessor, and
Lessee shall at all times during said Le= conform to and
shall cause all persons us-ing or occupying, the said premises,
or any part thereof,including adjacent 'Waters, Lo comply with
all public laws, ordinances and regulations applicable thereto
a -ad to the opetation of Lessee thereon.
I-
�& L;?� It is
6� Ptiblic. Rights ApA IriterferGnSe'
shall be subject to any rights of the United StaLeS 0V Of the
State of California or of anyone lawfally claiming thereunder
reason of the establishment and enforcerneTlt of any lawful
OCT 28 193 09:57 TO 714E,7 _-�3056 FROM CRC 714 720 9436
1-15-73
T-205 P. 07
passage or adoption of any law, ordinance or regulati�
competent yublic authority or of any act of any goverr
agency or officer thereof, or of any order of judgment
any court or admini8trative agency of competent jurisdiction -
provided, however, that should any such ptblic right or
interferences Oermanently prevent Lessee from using the said
premises as a yacht club, Lessee may terminate this Lease by
notize :Ln writing to Lessor..
7. Bulkhe d -Seawall: The bulkhead-seawail abutting
the south boundary of the leased premises was designed
premarily to sustain loads generated by backfill materials
against the bulkhead. Lessor, however, makes no representa-
tion or warrent as to the capabilities of the bulkhead to
withstand loads caused by the erection of any struetures on
the property. Lessee shall have the structural integrity
of the bulkhead investigated by a qualified and registered
Civil Engine'er and shall 16cate his structure in accordance
with the findings and recommendations of said engineer. A
copy of said findings and recommendations shall be submitted
to Lessor, together with the plans and specifications pro-
vided for in Article 11 of the General Conditions. Dur3*ng
the term hereof Lessee shall maintain the bulkhead on the
leased premises in good order and repair and safe condition
and shall otherwise comply with the provisions of Article VII,
"Repairs and Upkeep", of the General Conditions.
A
.P6-
OCT 23 193 09:57 TO 714673�3056 FROM CRC 714 720 9436
1-15-73
T-205 P. 08
8, General Conditions:. The General Conditions to
Cround Lease attached hereto are by reference incorporated
in this I Leac . e and made a part.hereof as though set forth in
full herein. To'th8 extent any provision in the General
Conditions is in conflict with a provision in this Lease,
th6 provision in this Lease s�au control.
I
I IN WITNESS WMEREOF, each of the parties hereto has
causod this Ground Lease to be executed as of the day and
year first above written.
IM C OMP SjjApK ISLAND YACHT CLUB
THE IRV
By:.'
By:
Vic Tjle—s�ien�t
B
Assistant Secretary
t
R, live
\1 A
7-j7
I V.
0
Qf Txmwows cities, .. Tod�y
7 y,, , ", a _,,
ky A
C]"atmodore
Yacht- Club
de,_1
ca",
r ^ -1
urly
_'e-t",�ent where-bv
"T'Leges at the,
S
Ul a C rh -
pam,,k-i-nu
I) Y
P �civ _,v 6 Cf Bays`-, c- SDLOP-.,,7�-_inz C,erl-Cer� Shark
16"�L45 1311- Lfle Day,81-3e -,�Yloppl.rng (,;_tn0C,er1 srl��'et-, st'alls
Should "be thLose Bay;sidle Dr-_Lve et.: t'r,"e --asteriv enldi
of the Center. -z-,_>u, are at�thori,-4�-,-,kd to -use thes�_,
ednesday t h r o u g h 3 u n d a,; �, 3E r o u i 6 0 0 P M t h r 0 17 A,M�
up rO -_ a -L e bv employees o f the
�,)u, r C -b W1, 1 z -,e r- 4
celater "'o use sever"
L par'KIL-1,19 StalalLs, th-roug"r-1 Friday
I. to 6:00 Yon-- ("Oub wi�,,, nrovide S-4ven
m Q " 0 J, �;k . m
tr
y Passes 'to the Bays'de Mlerchants Asso i -tion anacl allow
antzy and B ay s i 6 e e ij,, o v e e s ui I I p a, rk
the seven
at
Paru 07 Volir
I- Z
yo,�� have aaiy questions or neeci a -EIV Clarificarl,_On� Please
I W
,g,,1Ar-e a call. If- vou concur wit -H the above, please acknow-
ledge by signing and ren�rning the attached copy of this letter�
e,
A D
SIBARK ISLAND YACIHT CLUB
B�ichacian BY
T
GO DiCk, Hogan., Commium' ty Flavnnimg Director, Ne-,roort Be, Ch
`fk loat, Yj-,e Tr�,Yjr -Darj,;
� r. Tim S I- - _,e Go,--
721,� ��-wlne Obf�!P�ny - bIO N%-WP071 C�-Pjt&fl OfiVes - 2e8c;�,, CaVcm��7. ��P-o6r; , �714z) 644.,3011
City Council Meeting June 14,, 1976
Study Session Agenda Ite . m No. 6(c)l
CITY OF NEWPORT BEACH
June 9, 1976
TO: City Council
FROM: Department of Community Development
SUBJECT: Access to Marine Avenue from Marina Headwalk
At the time of approval of "The Coves" development (Final Ma p'Tract
No. 8073, July 9, 1973), Conditions No. 13 and 14 of the Tentative
Map, which read as follows, were attached:.
13. That a minimum five foot wide public sidewalk ease-
ment be required along the westerly property line
of Lot 2, extending beyond the ordinary high water
mark.
14. That a minimum five foot wid e public pedestrian
easement be approved along the bulkhead line of
Lots 2 and 3 to the satisfaction of the Departments
of Marine Safety and Community Development. Said
easement shall be improved with benches and other
facilities for pedestrian use in a manner meeting the
approval of the Director of Community Development.
On September 10, 1973, the McLain apartment development, "Newport
Marina" (Resubdivision No. 396), was approved by the City Council,
and on March 11, 1974, the Coastal Commission approved Permit #P-
11-29-73-2313 for the development, with the following condition:
1. That the 10' easement to be used for public access
to circumvolve the project from the north on
Bayside Drive to the south connecting to the
Balboa Island Bridge.
On August 24, 1974, the City Council approved a revision to Harbor
Permit #200-1001 which had been approved on March 12, 1973 in accord-
ance with the conditions of "The Coves" development. The revised
permit provided for a public walkway along the east side of Promon-
tory Bay Channel with a connection to the marina headwalk, and thence
along the headwalk to a connection with Marine Avenue on the east end.
The connection to the easement on the west side at "The Coves" develop-
ment was eliminated in the revised plans. A copy of the revised plan
is attached for reference while reading this report.
The conditions of Harbor Permit #200-1001 are:
1. The Irvine Company grant an easement and construct a
public,walkway along the east side of Promontory
Channel from Bayside Drive to the headwalk at the
westerly end of the Marina (or), The Irvine Company
provide a connection to the headwalk from the ease-
ment on the west side of the Coves property as
required by Subdivision #8073.
2. The public walkway be open to the public at all times.
3. The Irvine Company shall have the responsibility of
maintaining the public walkway in a safe and unob-
structed condition.
4. Liability resulting from public use of the public
walkway be assumed by the City of Newport Beach in
a manner satisfactory to the City Attorney and the
Marine Director.
The walkway on the east side of Promontory Bay, the headwalk and
viewing platforms have all been constructed in accordance with
the approved permit. However, a problem has developed,with the
connection to Marine Avenue.
On November 25, 1975, City Engineer Ben Nolan sent a letter to the
Balboa Island Improvement Association informing them of the proposed
connection to Marine Ave-nue. There was an objection on the part of
the Association to the plan because it contemplated a breach in the
decorative wall on the west side of the north end of Balboa Island
Bridge. The wall was constructed by the Association in 1961 and is
considered by them to be the entryway to the Island. As soon as the
objection was received, work was halted on the connection, and other
means of access to Marine Avenue were explored.
It appears that there are five poss.ible alternatives fbr,consideration.
1. The original proposal, which includes the connection
through t,he decorative wall.
2. A connection utilizing the ramp constructed for the
Shark Island Yacht Club and connecting through the
wall on the east side of the yacht club to Marine Avenue.
3. Extend the headwalk under the Balboa Island Bridge to.
a connection on the east side of the bridge.
4. A connection could be made through the easement
between The Coves and the Newport Marina Apartment
project.
5. The connection at the east end could be eliminated.
The first alternative was discussed above. Discussion of Alternatives
2 through 5 follows.
On April 27, 1976, Mr. Nolan wrote a letter to The Irvine Company
asking that Alternatives 2 and 3 be examined. The Irvine Company
then contacted the Shark Island Yacht Club, requesting a public
easement through the yacht club property. The Club Board Unani-
mously rejected the request. However, it is possible that an access
could be condemned, which would require payment at fair market value.
The Irvine Company also Prepared an estimate for the extension of
the headwalk under the bridge to the connection on the east�side.
The project cost would be approximately $32,000 and would require a
Coastal Commission permit.
In Alternative 4 the connection would be about halfway between the
east and west ends of the headwalk, and would require the construc-
tion of a walkway from Bayside Drive to the bulkhead, a ramp from
the bulkhead to the headwalk, and a landing at the headwalk.
The Planning Commission, on a field trip, examined the first'fou'r
alternatives and recommended that either Alternative 1 or 2 be
constructed. The Commission also recommended that the easement
between The Coves and the Newport Marina Apartments be retained
until such time as a satisfactory connection is assured * If'some
other connection is developed, that easement could be abandoned and
returned to The Irvine Company. Subsequent to the Planning Commission
field trip, I have received a call from a representative of The Coves'
new homeowners' association, strongly objecting to a public walkway
between The Coves and the Newport Marina Apartments.
TO: City Council 3.
The selection of Alternative 5 would mean that anyone entering the
walkway and headwalk from Bayside Drive would have to return that
way and could not go through to Marine Avenue.
The Irvine Company has indicated, in a letter dated May 17, 1976,
its willingness to provide the connection at any site selected.
The construction of the headwalk extension under the bridge is not
included, however, and, if that alternative is selected, the financ-
ing problems must be solved.
It is requested that the City Council either select one of the
alternatives and direct the staff to proceed, set the matter for
public hearing with subsequent selection of an alternative, or direct
the staff to provide such additional information as mayte necessary
prior to a decision.
Copies of the correspondence and the plans are attached in the order
listed.
Respectfully submitted,
DEPART T OF COMMUNITY DEVELOPMENT
r -lor
-T. HO D i rg�e or
RVH/kk
Attachments:
1. H arbor Permit Plans.
2. Letter from City Engineer to Balboa Island Improvement Assn.
dated 11/25/75.
3. Balboa Island Improvement Association Newsletter dated
March 1976 (excerpt).
4. Letter from City Engineer to The Irvine Company dated 4/27/76
(with attachment).
5. Letter from The Irvine Company to Shark Island Yacht Club
dated,5/18/76�(with attachments).
6. Letter from The Irvine Company to Community Development
Director dated 5/28/76 (with attachment).
7. The Irvine Company Cost Estimate for Extended Headwalk dated
6/8/76 (with attachment).
8. Letter from The Irvine Company to Community Development
Director dated 5/17/76 (with, attachment).
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF NEWPORT BEACH
REZONING PROPERTY AND AMENDING DISTRICTING
MAP NO..15.
The City Council of the City of Newport Beach DOES
ORDAIN as follows:
SECTION 1. The following described real property
in the City of Newport Beach, County of Orange, State of
California, to wit:
Portion of Block 94 -of Irvine's Subdivision,
located on the south side of Bayside Drive,
westerly of Marine Avenue near the Balboa
Island Bridge as shown on the map in Book
1, Page 88, of Miscellaneous Record Maps in
the office of the County Recorder of Orange
County,
as shown on Districtihq Map No. 15, referred to in Section
20.06.030 of the Newport Beach Municipal Code, and by such
reference made a part of Title 20 of said Code, is hereby re-
zoned from a C -1-H District to an R-3 District, and said
Districting Map No. 15 is hereby amended to show this zoning
change.
SECTION 2. The Director of the Community Development
Department of the City of Newport Beach is hereby instructed
and directed to change Districting Map No. 1 to show the zoning
changes as described in Section 1 hereof, and, as said District-
ing Map shall have been so amended, the same shall be in full
force and effect and be a part of Title 20 of the Newport
Beach Municipal Code.
SECTION 3. This ordinance shall be published once
in the official newspaper of the City, and the same shall be
effective 30 days after the date of its adoption.
This ordinance was introduced at a regular meeting
of the Ci ty Council of the City of Newport Beach held on the
day of -DEEC' 8 197Z 1972, and was adopted on the
day of JAN q j_q73 1972, by the following vote,
AYES, COUNCILMEN:
NOES, COUNCILMEN:,
ABSENT, COUNCILMEN:
Mayor
ATTEST:
Citv Clerk
DRB: sh
12/5/72
SHARK ISL� D YACCHT CLUB
COUPCILME,N ChY OF
5
Qnl I r.A1 I Ift A dot -0 June 28, 1976
NEWPORT BLACH
3. Ordinance No. 1689, being,
AN ORDINANCE OF THE CITY OF NEWPORT BEACH
Speed
AMENDING SECTION 12.24.090 OF THE NEWPORT
Limit
BEACH MUNICIPAL CODE TO ESTABLISH A SPEED LIMIT
0-1689
ON VISTA DEL ORO FROM EASTBLUFF DRIVE (CORONA
DEL MAR HIGH AREA) NORTHERLY TO VISTA DEL SOL,
was presented for second reading.
Motion
x
Ordinance No. 1689 wasadopted.
Ayes
xx
x
X
X
x
X
4. Ordinance No. 1690, being,
AN ORDINANCE OF THE CITY OF NEWPORT BEACH
Speed
AMENDING SECTION 12.24.100 OF THE NEWPORT BEACH
Limit
MUNICIPAL CODE TO ESTABLISH A SPEED LIMIT ON
0-1690
VISTA DEL ORO FROM VISTA DEL SOL, NORTHERLY TO
EASTBLUFF DRIVE,
was presented for second reading.
Motion
x
Ordinance No. 1690 was adopted.
Ayes
K
X
x
x
x
x
x
CONTINUED BUSINESS:
1. (District 2) Councilman McInnis' appointment of a
Litter
member to the Litter Control Citizens Advisory Com
Control
Motion
N
mittee to replace Rich Taylor was postponed to
Citizens
Ayes
x
X
x
x
x
x
N
July 12, 1976.
Adv Cmte
2- A report was presented from the Public Works Director
Vacation
regarding the vacation and abandonment of an existing.
Sidewalk
5 -foot wide sidewalk.easement in Lot 2, Tract No. 8073,
Easement
extending between Bayside and Balboa�Island Channel
Tract 8073
approximately 850 feet westerly of Marine Avenue.
A report was presented from the Marine Department.
Motion
x
The Harbor Permit drawing was amended to delete
Ayes
K
x
x
x
x
x
x
reference to the Marine Avenue access from the
Coves marina headwalk, and the following resolutionsf
were adopted:
Resolution No. 8809 adopting a map
R-8809
showing the sidewalkleasement to be
vacated and abandoned (BAyside and
Balboa Island Channel approximately
850 feet westerly of Marine Avenue).
Resolution No. 8810 declaring
R-8810
intention to order the vacation and
abandonment of an existing sidewalk
easement between Bayside and the Balboa
Island Channel approximately 850 feet
westerly of Marine Avenue; and setting a
public hearing for July 26, 1976.
Volume 30 - Page 154
Ci ---,-,Y OF NEWPORT BE,4CH
COUNCILMEN
0 A 6
0 6
A
Pf)f I rAl I ADril 11. 1977
MINUTES
i ru nr v
5. The following claims were denied and the City
Claims
Clerk's referral to the insurance carrier was
confirmed:
(a) Claim of Ancka Petroni for damages to her
Petroni
property at 306 Lindo, Balboa on January 9,
1977, allegedly caused when a City vehicle
damaged t he water service line to the house.
(b) Claim of Park Newport Apartments, One Park
Park Npt
Newport, Newport Beach, for damages allegedly
Apartments
caused when a main line sewer stoppage caused
an overflow through a relief pipe at that
address on February 16, 1977.
(c) Claim of Douglas Wilson for damages allegedly
Wilson
caused by a blocked main City drain, which
made the toilet overflow in his property at
418 Seaward koad, Corona del Mar on Saturday,
March 12, 1977.
(d) Claim of Enid Jane Chamberlin for personal
Chamberlin
injuries and damages as a result of a
fracture to her left foot when she stepped in
a deep crack in the pavement while crossing
the street in the crosswalk (21st Street near
the Spaghetti Factory) on March 13, 1977.
(e) Claim of Libbi6 Earlene Brown for damages to
Brown
her car from a City truck which backed into
her car while she was stopped at the signal
on the corner of Superior and Pacific Coast
Highway on March 23, 1977.
.(f) Claim of Phillip King for damages to property
King
at 221 43rd Street on April 2, 1977, allegedly
caused by police officers in the performance
of their duty.
(g) Claim of Jamie John Myers for damage to his
Myers
vehicle, allegedly caused when he was struck
by a City vehicle on February 18, 1977.
(h) Claim of Jeffrey M. Smith for personal
Smith
injuries Allegedly sustained when he was
thrown from his skateboard due to a defect in
the sidewalk in front of 1926 W. Ocean Front.
(i) Claim of Bob Hines, Felix Leon Taylor, Mack
Hines, et al
Alvin Hines, Nash Hines, and Unice Sperman,
alleging the wrongful death of Joe Hines
whi ch occurred i n the parking lot of Albert-
sonis Market, 3049 East Coast Highway, on or
about December 17, 1976.
6. The City Clerk's referral of the following Summons
and Complaint to the insurance carrier was
confirmed:
(a) Summons and Complaint in Inverse Condemnation
Joseph
of Goldie Joseph, Case No. 26-56-98, in
Orange County Superior Court.
Volume 31 - Page 99
C[ --.-,Y OF NEWPORT BE,�--,d"H
COUNCILMEN
0
PN I rAl 1 0 April 11, 1977
MINUTES
7. The following request to fill personnel vacancies
was approved: (Report from the City Manager)
(a) One Police Officer in the Police Department
to fill a position now vacant.
(b) One Laborer in the General Services Depart-
ment to fill a position now vacant..
8. The following staff report was received and
ordered filed:
(a) Removed from the Consent Calendar.
9. The work on the Construction of Utilities Service
Utilities
Yard at 949 West 16th Street, Contract No. 1711,
Service
was accepted; and the City Clerk was authorized to
Yard
file a Notice of Completion and to release the
bonds 35 days after Notice of Completion has been
filed. (Report from the Public Works.Diredtor)
10. The work on the Alley Improvements
Alley Impry
Peninsula, 1976-77, Contract No. 1853, was ac-
Balboa Penin
cepted; and the City Clerk was authorized to file
a Notice of Completion and to release the bonds 35
days after Notice of Completion has been filed.
(Report from the Public Works Director)
11. The following maintenance dredging harbor permits
Harbor
were approved subject to the conditions of
Permits
approval under the general permit issued by the
Corps of Engineers: #105-�-2215, Nancy Sattler, 2215
Bayside Drive; #101-104, California Recreation
Company, 1601, 1353 and 1401 Bayside Drive.
(Report from the Marine Department)
12. The following harbor permit application was
Larbors
approved subject to the conditions of approval
PermiL
recommended by the staff:_
(a) Application t!200-919',of McLain Enterprises to
�0-
revise existing _ sl-ip-s at 919 Bayside Drive.
(Report from the Marine Department)
13. The following budget amendments were approved:
BA -81, $20,000 increase in Budget Appropriations
and increase in Revenue Estimates, second phase of
noxious gas seepage control program.and Caltrans
50% contribution, from Unappropriated Surplus and
Donations and Contributions, General Fund.
(Report from the Public Works Director Director
attached)
BA -82,,$384 transfer of Budget Appropriations for
salary for temporary Clerk -Typist from April 4
through April 15, from Unappropriated Contingency
Reserve to Services -Professional, Technical, Etc.,
General Fund.
ITEMS REMOVED FROM THE CONSENT CALENDAR:
1. A report was presented from the Public Works
Parking
Department regarding the parking meters on Via
Meters
Oporto.
Volume 31 - Page 100
p
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550 NEWPORT VENTER DRIVE - (714) 644 3011
NEWPORT BEACH. C ALI FORNIA 92660
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CITY OF NEWPORT BEACH
January 14,2002
P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915
Kathleen Gatchell
Newport Marina Apartment Homes
Western National Property Management
919 Bayside Drive
Newport Beach, Ca 92660
Re: Viewing Deck Repair, 919 Bayside Drive
Dear Ms. Gatchell:
hi October of last year you indicated in a phone conversation to Robert Gunther, City
Construction Engineer, that your company had retained an engineer to prepare drawings
for the repair of the viewing deck along the bay front walkway. This deck has been in
disrepair since last summer.
The viewing deck should be kept in good repair at all times to prevent accidents.
This is notice that this work must be started as soon as possible. Failure to do the repairs
once written notice has been given may result in an administrative citation. A permit
issued by the City of Newport Beach Building Department is required for this repair
work. Please obtain a permit to do the job within two weeks from the date on this letter
and the job should be completed within 90 days from the date on this letter.
If you require additional information in regards to this notice, please call me or Tony
Melum at 949-644-3034.
Respectfullv/�
P) -
Wes Armand
Harbor Inspector
Harbor Resources Division
Cc: Robert Gunther, Public Works
Tony Melum, Harbor Resources
3300 Newport Boulevard, Newport Beach
JAN -14-2002 10:09 CITY OF NEWPORTBERCH
.1
949 644 3318 P.02/08
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
3300 NEWPORT BLVD.
PO, BOX 1768, NEWPORT BEACH, CA 92658-8915
(949) 644-3311 1
September 13, 2001
Kathleen Gatchell .
Newport Marina Apartment Homes
western National Property Management
919 Bayside Dnve
Newport Beach, Ca. 92660
Re: 919 Bayside Drive - Viewing Deck Repair Requirement
J)ear ms Oatchell,
As You are aware the view -Ing deck located adjacent the southwest corner of the
apaamont coii�iplex is in need of re -pair. Currently the deck has been Lape- d off and
I - I ing and part of the. concrete deck itself is
wal-,ling sigos placed,�Ance the railing s missi
broken off,
We a�e aware that the -viewing deck -is within an area of Your property in which an
easernent has been dedicated to the City, however, in the "Agreement for Irrevocable
Pu�)I- Access" dated May 29'h, 1975 (attached), it states that the owners of the property,
.1c -agrees, torepair aiidinaintain the Viewing and Headwalk in good
or subseqUellt OWn;:rs,
and safe �,ondition andTepair, ftee from obstructions and debris, at its sole cost and
cxpens,,�," TherefOTethe owners of the Property.) apparently Bear Brand R-anch who then
leases the property to Newpoil Marina Apartments, is responsible for the repairs. We
request that these repairs be undertaken as soon as possible.
Please eoritact me or R. Gunther of my staff at 949-644-3311 in order to make
arrawyernentS for the repair of the viewit)g platfonTi-
Y,
3ill patapoff, P -E.
City Engineer
FAI
R. Gunth(�r, fl -E.
Construction Engincer
V:'t 0 [Uvside.kk�c
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NA"ZOR PER, IT
psn"Issiom APIC
MAINTAIN THE FA' iT �!f 'N's-ZRfar.
At TIM SITE WVICAIMD,
T"K "AR-20tel PERIMT -�:4 0 H A X
ANY SPIMAL CONADFMO
IS NOT C
THE CITY 14AR86R. coo- P ill
M It N T 5 Q IV E.11 UUM I') �-w Z',, T .1 i IV E, j�
A14D THIS PERMIT IiUtY '-71--e 'Ff- E C 9 T Xi
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CITY HAIM-ir-.�,
A
1A
-AL CONDITIONS:
UrWifl*crs PeriVt
6-mlit
PERMIT ISSUED SUBJECT TO
DREDGE MATERIAL BEM
HAULEDTOSEA. 14L
PLACED ON BEACH
Yj?
Cl ne 10woaer er-4cw
J"94 sdc.
At
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AT TIM SITE VNWCAtvi-�,
Of
T"t llfsRnOtl PEP7,1?T AW,
ANY Irl MAL CON'Ko "'! ot! '.,7,
19 NOT
THE CITY Y
Itic"Ts GCVF?-, ulA,";7-:Q
AND THIS PE'R.'Aff M,:lY
$Of ACCORVAHC-E WONS 'VfTL:-.' 17' C z C�,
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CONJD 1-1 IONS:
"fa PerrWt
Aner 0
PERMIT ISSUED SUBJECT TO
DRFDGE MATERIAL BEIM
HAULEDTOSEA 4L
PLACED ON BEACH
PERMIT NO* 67
DREDGING APPLICATION
Project Location: 919 Bayside Drive..Newport Beach, CA 92660
Cubic Yards to be Drddged: 928 yd S3 a
method of Dredging: Hydraulic Suction
Nature of Dredged Material: Sand/Silt
Disposition of Dredged Material: Haul to sea and dump @ 1atitude 33031142"N
Longitude 117-05414811 W.
method of Material Disposition:
Barge to sea.
Turbidity Control Method :.Material to be c-entained-in Dump Barge at
Dredge Site
Effect of dredging on contiguous bulkheading and beaches NONE
Lorenzo Miller hereby state that I have read the U. S. Army
(print name )
Corps of Engineers permit for maintenance dredging in Newport Harbort the
City of Newport Beach and Orange County Harbors#Beaches and Parks District
(if applicable) permit for maintenance dredging and that I accept all the
provisions.therein. Additionally I guarantee that the proposed dredging
will not occur because of any altering of existing use of the affected
zone,
McLAIN ENTERPRISES
Ckp-plicant-type name)
Jil I X 31 , I qq1
(Date)
SHELLMAKER INC.
(Contractor -type nam-eT
Signedv'��
z
CorftractB_r'r9_
Representative
JUL 31 '91 09:00 LEJMAN AND LEE INC. P.3
I-EJMAN ANo LEE
I IN C 0 A P 0 R A T 4 0
e0T CHNICAL- I ONGiNEORS
ma'kgor, Inc. -
CUMULATIVE GRAIN SIZE DISTRIBUTION
PHI UNITS
roject 91-16-07 July, 1991j
PLATn
2
JUL 31 '91 08:59 LEJMAH AND LEE INC.
P. 2
LEJIVIAN ANo LEE
I N 0 0 A P 0 R A 1_9 13
-Mi= GEOTECHNICAL ENCHNaEm3
For: Shelimaker, Inc.
GRAIN SIZE SUMMARY
\'P.roject 41 -16 -c -T -&Ly" tl�dkl
"PLATE
Grain
Size Summary
--------------------------------------------
----------------------------
% Material
cumulative
Opening
Size
Sieve
Retained
Percent
(mm)
------------ --------------------------------------------------------
Phi
Mesh
by Weight
Retained
Gravel 4.00
-2.0
4
23.0
23.0
2.83
-1.5
7
0.5
23.5
2.00
-----------------------------------------------------------------------
-1.0
10
0.4
23.9
1.41
-0.5
14
0.6
24.5
1.00
0.0
is
0.9
25.4
0.71
0.5
25
1.5'
.26.9
0.50
1.0
35
5.2
32.1
Sand 0.35
1.5
45
9.4
41.5
0.25
2.o
60
20.0
61o5
0.177
2.5
80
22.3
83.,8
0.1 ' 25
3.0
120
11.2
95.0
0.088
3.5
170
4.3
99.3
0.074
3.75'
200
0.8
100
---------------- ---mm
------------
------- ------
Siltmclay .074
----------
<200
0
100
.23.9% Gravel
76.1%
Sand
-------
0% SiltmClay
Sample provided to LejMan and
Lee, Ino. in
a bulk
bag by shellmaker, Incorporated. Sample consists
of gray fine
sand 'With
some gravel and was
obtained from 919 Bayside Drive, Newport Beach,
CA. at a mudline elevation of
-41 MLLW.
LEJIVIAN ANo LEE
I N 0 0 A P 0 R A 1_9 13
-Mi= GEOTECHNICAL ENCHNaEm3
For: Shelimaker, Inc.
GRAIN SIZE SUMMARY
\'P.roject 41 -16 -c -T -&Ly" tl�dkl
"PLATE
JUL 31 '91 08:59 LEJMAN AND LEE -INC.
P. I
Post -It"' brand fax transmittal memo 7671
F__t7pages 1�
TO ROV.
From
Co. Sftl_L��AK6;z
Co. Lee
Dept.
Phone . # '7)Lt. 15edl- - 6730
Fa� # -71LI,. ;4-q-
7/4 76,W-41+6
July 31 1991
mr. LOranzo miller
SHELLMAKER !NCORPORATED
875-B West 15th Street
Newport Beach, CA 92663 Our Project 91-16-07
SUBJECT: Grain Size Test Results for Your Sail Sample Obtained
from 919 Bayside Drive, Newport Beach, CA.
Dear Mr. Miller:
Presented herewith are the.. results of a grain size analysis
performed on the soil sample provid4d to us by your firm. The test
procedure was in accordance with ASTM.D422-63 and U.S. Army Corp of
Engineers Report Number CETA 79-7 criteria.
Please do not hesitate to call if you have any questions'after
you have reviewed the attached data.
RespeotfUlly submitted,
LEJMAN AND LEE, INCORPORATED
David H. Lee
Geotechnical Engineer
DEL/la
One copy submitted
Attachments: Plate I Grain Size Summary
Plate 2 Cumulative Grakn Size Distribution
1. PROJECT ADDRESS (NOT MAILING ADDRESS)
FLOOR
I
SUITE NO.
7 / 7
bje.
--?>
LEGAL DESCRIPTION
LIC. NO.
No. UNITS
L OT BLOCK
TRACT
PHONENO.
2. DE§tRIPTION OF WORK F42 A- USE M" -P -'4A-f--
ge4i ,
r # OF STORIES
VALUATION $
NE ADD ALTER DEMO Ej SQ FT'
11 A .4kl-. (NEW/ADDED/EXTG)
Check Amrooriate Box for ADolicant
3. OWNER'S NAME LAST
OWNER'S ADDRESS
b
OWNER'S E-MAIL ADDRESS
CITY STATE ZIP
9?,4�0
PHONENO.
--?>
F] 4. ARCH ITECT/DESIGN ER'S NAME LAST FIRST
LIC. NO.
ARCH ITECT/DESI GNER'S ADDRESS
RCHITECT/DESIGNER'S E-MAIL ADDRESS
CITY STATE ZIP
PHONENO.
7T T
5. ENGINEER'S NAME LA
-1 PlIL4
STATE LIC. NO.
,
ENGINEER'S ADDRESS
NGINEER'S E-MAIL ADDRESS
CITY STATE ZIP
��z
PHOWE NO -'N
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F] 6. coNTRACT NAW
B �1,;IESS
STATE LIC.
No. Clasa4—
CONTRACTOR'S ADDRESS,.l
(::::>- 0 a 7 i��
CONTRACTOR'S E-MAIL ADDRESS
CITY STA ZIP
PHN
OFFICE USE ONL;V
PERMIT NO.
TYPE. OF CONSTRUCTION PLAN CHECK NO.
PLAN CHECK FEE $
OCCUPANCY�,:-�'--IGROUP
r:—m,%vtlrin nnnlirnfinn 9 1 127 1 /04 PLAN CHECK ENG.
CITY OF NEWPORT BEACH 01/04/2005
1 F- FINAL LETTER - COMPLETE
CP7
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
THE NEWPORT MARINA, LLC
ATTN: KATHLEEN GATCHELL
919 BAYSIDE DRIVE
NEWPORT BEACH, CA 92660-7438
Dear Commercial Pier Permittee,
Permit number: HC2004-012
Location : 919 BAYSIDE 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.
INSPECTION DATE COMMENTS
CHRIS MILLER - HARBOR RESOURCES SUPER VISOR
NADINE MORRIS - FIRE DEPARTMENT INSPECTOR
Page I of I
n
RtFERM
77� 'T A
AD
r ISE HEREOF,
-VEI IONS OF
PROVIS
GUBJECT TO TI
Ming
VE WjWR VVWT'POLICIES OF NE�NPORT BEACH AND
ANY spEcIAL CONDITIONS LISTED HEREON. THIS PERMIT
IS NOT UMNSFERABLEVVITHOUT THE WRITTEN %;ONSENT OF
THE CITY HARBOR COORDINATOR OR ClTy �OUNCIL, THE
FtIGHTS G E UNDER THIS PERK41T ARE PE 1. ISSIVE ONLY
ITY COUNCI
AND THIS PE MIT MAY EE I" I OKED BY NICIPAL C
IN ACCO CE WIT I' E 7 Or -
CITY H R COORDIN
DATE
PERMIT NO.
CITY Of NEWPORT BEACH HARBOR APPLICATION
%T.O d 5-417-46
ho Zpag BrorA
Aff VOJ
dv
*ads*,
Ve-
VICIMITY"SkETCH
0.4y, CA& jorastNi^
e,O&-'j Q(,pl�ps are wAQecssdrY 4ra orwoi amof o�raoia
SeApp M a *rr,207 lowea- �Qw
are waiQ614ho Jcchv�vo 0jrovewow.4 Aw
10C Z.4 I'A-J
9/9 t5A,?s,,,pG 'oe.1LAW
keSue 9 4. PA12A--40 L J'
6or
CITY OF NEWPORT BEACH
RO. BOX 1768, NEWPORT BEACH, CA 92658-8915
September 20, 2000
Gary Jones
Standard Pacific
15326 Alton Parkway
Irvine, Ca 92618
Re: Pier Permit 20009191 for 919 Bayside Drive
Dear Mr. Jones:
The City of Newport Beach Harbor Resources Office has received a request to transfer
the above noted pier permit for the pier and docks bayward from 919 Bayside Drive. The
facility was inspected on September 19, 2000. We cannot transfer the pier permit until the
following deficiency has been corrected and we have been notified of the correction:
1. Portions of the cement decking have large cracks.
ve 2. Some of the electrical boxes are missing covers.
V3. All fire hose cabinets on the docks must be current on the inspection dates.
The Newport Beach City Council Harbor Permit Policies require that at the time of
transfer, all harbor structures shall be inspected for compliance with the City's minimum
standards, and the conditions of the existing permit. All structural deficiencies must be
corrected prior to transfer of the permit.
Please advise this department when the above deficiencies have been corrected. Call 644-
3043 if you require additional information in regards to this matter or to request a re-
inspection.
Sincerely,
Wes Armand
Harbor Resources
3300 Newport Boulevard, Newport Beach
10
said slipsand side tie facilities
shall be the only remedies,
of the City of Newport Beach
for the enforcement of this
Declaration.
The foregoing shall
inure to the benefit of and be
binding upon and enforceable
against, as the case may be, the
successors and assigns of The
Irvine Company, Robert B. McLain
d/b/a McLain Development Company and the City of Newport Beach.
THE IRVINE COMPANY
By
Dated
—TI —c "eP r e -=i d e nt
By
Dated
Assistant Secretary
ROBERT B. McLAIN d/b/a
McLAIN DEVELOPMENT COMPANY
By
Dated
By
Dated
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-JL-JL-Jx-jl
lk
LLW,
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HA ELM
In
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MUM',
THE IRVINE COMPANY
550 NEWPORT f:FIMR 1)0�11T - (714) 644-301��
IIIZZ4 A111,CINA (,c-,C0Nr1N6 �OtlrS')
In
MUM',
THE IRVINE COMPANY
550 NEWPORT f:FIMR 1)0�11T - (714) 644-301��
IIIZZ4 A111,CINA (,c-,C0Nr1N6 �OtlrS')
-4A
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11IM4 ANCINA CrPONMV6 'COIlls) S ET� F
THE IRVINE GOMPANY TITLE- LfARIAN
F/I Z A AIA RINA /
550 NEWPORT CENTER DRIVE ;0(714 A644- I -DWW -.ppk DUE 7-5-74 J"LE NUMUR
301 CKD. By BASE MAP
NEWPORT BEACH, CALI RNI 9266 0
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7
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11IM4 ANCINA CrPONMV6 'COIlls) S ET� F
THE IRVINE GOMPANY TITLE- LfARIAN
F/I Z A AIA RINA /
550 NEWPORT CENTER DRIVE ;0(714 A644- I -DWW -.ppk DUE 7-5-74 J"LE NUMUR
301 CKD. By BASE MAP
NEWPORT BEACH, CALI RNI 9266 0
'7,—eqA1JPCe —
/-AIV
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THE IRVINE COMPANY
111LE: PIZZA MARINA AfW�M4-
550 NEWPORT CENTER DRIVE;0(714) 644 3011 Dhiu-75---Xi m—ENOMBER
NEWPORT BEACH. CALI RNIA 92660 -MAP
vi
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THE IRVINE COMPANY
111LE: PIZZA MARINA AfW�M4-
550 NEWPORT CENTER DRIVE;0(714) 644 3011 Dhiu-75---Xi m—ENOMBER
NEWPORT BEACH. CALI RNIA 92660 -MAP
T A N (Y
Y C,11ANTED
IS li"'" V�. 11,;
VIAINrAIN rtiF- rACALITY 4S 0
A, Tom sirt
Ov
t !H AN i
F;" PERM,
Atly
%T 0.
Vol
lilt: C,,'IY
T An% VMPAIISSIVE "L
'41f;JITS IAI . f
Atab lilt$ 1.11.1011T WAY V".-, fmVO4,L0 ry T14: clyy r.
#r4 ACCORDANCE Wlilli 11TI.E. 11 OF IME f" JIICiPAL
;�YWY_WMTR _0 W—C 60 if i
IDATE
i�f_"C?iWff NO.
r
,PF-CIAL CONDITIONS:
r, 4, 1 -.f �. -
.3 -7 4t—
(hzm,�-,e Coinn'.y Permit
Others
5 C;�z cc 3 -/1 -7 3
Q "� -I W J 1 4 , 1. f
!;0N 1`1.�Aidil
CON;DTr-,,,'JC I
DATE .. ... ..................
SE,�ATT U T
City Council conditions are as follows:
Approval of the U. S. Corps of Engineers.
a T
m2ssion Conditions for Tent tiv fac
Zaco_,,)orate the City's Planning Com
8073 and the Use Permit #1629 when applicable to the Harbor
conditions are:
all public improvements be constructed as required by
J1 C:k -:i- Public Works Department
-t a minimum 5 foot wide public sidewalk easement be rec-u:.,C;-_
.J. C,
zl-,! �destarly property line of Lot 2 ext -ending beyond the ordinar-1
rk.
a minimum 5 foot wide pedestrian easement -be approved a'L'Q.-g
Zi1a I-Drailikhead line of Lots 2 and 3 to the satisfaction of the Depa�` "m n -C .5
o- ila ne Safety and Community Development. Said easement shall I)eIL^�PZGVE;C,
wit'i'l :Denches and other facilities for pedestrian use in a manner
t a '-,--)roval of the Director of Coiivaunity Development.
the exception of Lot 1, all slips and side tie faciIi-C_-'Le_--; in -r-1-le
I,djoining the subject property shall be reserved for the exc.,,.�sive
� -he condominium owners or tenants and the members of the,S-L-icark
use o7 t
I
island 'Yacht Club, provided that this is consistent with the laws a_ -Id
pol-'040S of the County.
� -i
0. P-Lans, including proposals for the c ontrol of debris and
oZZ the adjoining channel, shall be submitted to and approved by
4 -
Director of Community Development- prior to the issuance of
.,ts.
T`i-t the developer shal*l '-o- responsible for all precautJo.-_-r--,r _-tionLw�
necessary to -protect the quality of the waters of the harbor dur:-r;g
excavation and construction operations and shall prepare plans end sl�,je_c_-
-"ications designed to protect the waters of the adjoining channel pri
to t1ic� issuance of any building permi-iCs.
g. That a harbor permit shall be required before any modifications may
oa r�,,ade to the existing dock and slip facilitiesr and a transfer pernit
shall be required if slips are assigned to the yacht club.
1 14
f -nal method of removing or demo -tion of Live existing slips from
fety Department.
--..e site be approved by the Marine Sa.L
The sewer services necessary for the pump -out station be provided a
lkii�!Ianner satis�-_actory to the Public Works Department.
I
That all backfill behind the proposed bulkhead will be done by an alter
n;n_-1-e -'eans other than dredging, unless a seperate dredging permit has been
a-,�-jroved by the City, U. S. Corps.of Engineersf and Santa Ana Regional Water
-ty Control Board.
6. The excavation and/or fill landward of the U. S. Bulkhead Line be sub4ect
to the approval and necessary permits obtained from the Community Development-
Denartmen"t. -
7, That a commercial fire protection system be installed and approved by
the Fire Department
8, That any domestic Water se_rv_Jce and electrical service on the slips be
from the Department of Community Development.
__nstalled under a permit obtained
9. That the height and design of the bulkhead be approved by the Public
Woks Depart-ment.
J_
lO, T.,at no slip or float construction be permitt-ed within 1651, oP the center
line of t -he Balboa Island Bridc 1. '11
Le until provisions have been made by t__e deve-
L d
_.oner satIsfact--ory to the Public Works Department to protect the Balboa Isla
3 r a e
11. ---a- the sub -divider shall record a covenant satisfactory to the City
Attorney and the Director of Community Development which provides access for
' ; -;dual
and egress from Bayside Drive across Lot B to the res -
4 'trance. Said access
-jarcel lying immediately east of the promontory hcannel en
sh-a-11 have a Tminimum width of 20 feet and shall remain until such ti -me as
S4_1,al parcel is combined with adjoining property or alternate means of
nere _L_._'
access are orovided.
city Council Conditions on -Revision ----- 8-26-741
The public walkway be open to the public at all times.
2. The Irvine Co. shall have the responsibility of maintaining the public
t- _4 on.
,.17a.j1-1-x7ay in a safe adn unobstructed condi
g the
3. The Irvine Co. grant an easement and construct a public walkway alon
_- h e
t 4
S4 L
east _Lde of Pronomtory Channel from Dayside Drive to the headwalk a�
est-erlv end of the Marina (or), The Irvine Co. provide a connection to the
-roperty as required
-eadwalk from the easement on the West side of the Coves p
by Subdivislon #8073.
by
Liability resulting from public use of the public walkway be assumed I
the Citv.of Newport Beach in a manner satisfactory to the City Attorney and
the MTarine Director.
DECLARATION RE VILLA MARINA
The undersigned, on behalf of The Irvine Company and
Robert B. McLain d/b/a McLain Development Company hereby warrant
and represent that the slips and side tie facilities described
on Exhibit A attached hereto and made a part hereof shall not be
used by any persons other than the owners of the Cove Condominiums
or tenants thereof, members of the Shark Island Yacht Club, and
residents of the Newport Apartments, without the prior written
consent of -the Marine Director of the City of Newport Beach,
provided the foregoing restriction is consistent with the laws
and policies of Orange County, California.
The intent of this Declaration is to satisfy certain
conditions for the issuance or transfer of Harbor Permits for
said slip and side tie facilities as well as Condition No. 19
attached to Tentative Tract Map No. 8073 which was approved by
the Newport Beach City Council on January -8, 1973, and recorded
in Book 327, Pages 8 to 9 inclusive of Miscellaneous Maps, office
of the County Recorder of Orange County, California.
In the event of a violation of this Declaration, the
City of Newport Beach shall give notice to.The Irvine Company
or to McLain Development Company, as the case may be, to
cease and desist said violation. If said violation is not cured
within ninety (90) days of the receipt of such notice, the City
of Newport Beach shall be entitled to specifically enforce the
terms of this Declaration. Said remedy and the ability of the
City of Newport Beach to revoke any Harbor Permits relating to
said slips and side tie facilities shall be the only remedies
of the City of'Newport Beach for the enforcement of this
Declaration.
The foregoing shall inure to the benefit of and be
binding upon and enforceable against, as the case may be, the
successors and assigns of The Irvine Company, Robert B. McLain
d/b/a McLain Development Company and the City of Newport Beach.
THE IRVINE COMPANY
B y ZZjo �4 A
'Vice-Presidenf
By
Assist V ecretary/
ROBERT B. McLAIN d/b/a
McLAIN DEVELOPMENT COMPANY
M
DOM
r -
Dated
Dated
Dated
Dated
CITY OF NEWPORT BEACH
PO. BOX 1768, NEWPORT BEACH, CA 92658-8915
March 6, 2001
To Whom It May Concern
Re: Transfer of Harbor Pier Permit 200-919
An application to transfer the harbor permit for the piers and docks bayward from 919 Bayside Drive,
Newport Beach, was submitted to the City of Newport Beach Harbor Resources Division on September 9,
2000. The transfer of this permit has been completed and the permit is now in the name of Standard Pacific
Corporation.
For additional information in regards to this matter, please call 949-644-3043.
WSincerely,
es A and
Harbor Resources Division.
3300 Newport Boulevard, Newport Beach
BUYER'S NAME
k
PERMIT #
ADDRESS OF FACILITY: PERMIT
XDDht' 5
A
eii L7 MVE
MAILING -ADDRESS
AWA
TELEPHONE NO.
FEE
CHECK 0.. DATE
1,53 4-9-1-1V
APPROVED BY:
DATE V44
ADE TO TRANSFER HARBOR �E
APPLICATION IS HEREBY M, Stan ard Pacif ic
McLain Family
AP RO ED BY -
APPLICATION IS HEREBY MADE TO TRANSFER HARBOR PERMIT
McLain Family an at Pac
Trust Corp.
OCHD
OCHD
SELLER'S NAME(S) BUYE �S NAME(S)
(ABOVE NAMES TO BE TYPED)
(ABOVE NAMES TO BE
ENG
COUNCIL
A I
IG ATURE 6F SELLER SIG AT OF "R
COUNCIL El
IGIGNATURE OF bELLER
PUBLIC WORKS
SIGNATURE OF SELLER SIGNATURE OF, BUYER
kt EsCRO
DEPT.
77�
SIGNATURE OF JOINT/ OWNER z
-Rq5VED AWAQ
SIGNATURE OF SELLER IGNATURE OF BUYER
ESCROW
Z!
INSPECTnON
Wrd)Or
SIGN RE OF JOIN 0 ER
17 OR THE MUNICIPAL CODE
APPLIC I NA VED (DAT
E]
CITY OF NEWPORT BEACH, CALIF. WX FORM 66-1013 REv
CITY IN
COUNCIL IN ACCORDANCE WITH TITLE
SPECIAL CONDITIONS:
THIS PERMIT IS REVOCABLE BY THE ITY
17 OR THE MUNICIPAL
CODE
s i 7 0 0 0 � ? /
CITY OF NEWPORT BEACH, CALIF. WX FORM 66-1013 REV.
k
PERMIT #
XDDht' 5
B UYER'S NAME
4114
n�_� 'A44ta I
MA 14G 4ADIRESS
TEL PHONE NO. FEE
CHE&NO
DATE
AP RO ED BY -
APPLICATION IS HEREBY MADE TO TRANSFER HARBOR PERMIT
McLain Family an at Pac
''Trust
Ootp
OCHD
SELLER'S NAME(S) BUYER'S�NAME(S)
(ABOVE NAMES TO BE TYPED)
ENG
COUNCIL
A I
IG ATURE 6F SELLER SIG AT OF "R
"'PUBLIC:WORKS
DEPT.
SIGNATURE OF SELLER SIGNATURE OF, BUYER
kt EsCRO
77�
SIGNATURE OF JOINT/ OWNER z
-Rq5VED AWAQ
'El
�kPPLIC VION API,
Z!
Wrd)Or
SPECIAL CONDITIONS: THIS PERMIT IS REVOCABLE BY THE 06Y COUNCIL IN ACCORDANCE WITH TITLE
17 OR THE MUNICIPAL CODE
CITY OF NEWPORT BEACH, CALIF. WX FORM 66-1013 REv
ZC)()-51q
H C zaoLl -012-
NemportMa4l-b"nal, L L C
August 9, 2004
Tom Rossmiller, Manager
Harbor Resources Division
City of Newport Beach
829 Harbor Island Drive
Newport Beach, California 92660
Re: Vessel Berthing and Code Enforcement
Newport Manna, LLC
Dear Mr. Rossmiller:
In response to your July 1, 2004 letter in which you outline the Municipal Code and
Uniform Fire Code and the related regulations regarding deficiency corrections, we are
providing the following information:
1. The Swift Slip Company has been contracted to make the requisite repairs on the
Dock/Slip Fingers # 16, #17, and # 34.
2. The repairs on the Main Ramp will be made to ensure that no hazards exist, i.e., the
rarnp will be bolted securely to eliminate the "tripping haz'ard."
3. We are in the process of locating a Supplier who can replace the covers on the outlets
for the Power Boxes/Dock Boxes, i.e., the electrical receptacles from which the Boat
Owners can obtain electricity for their boats.
4. The other minor repairs, which were noted in the Citation, are currently in the process
of being made.
If you have any questions, please call me at (949) 760-0919.
KG:sc
Enclosures: copy of 07/01/04 letter
919 Bays-�d�Dr(lve� NmpcTtBeach/, CA 92660 (949) 760-0919
Page 1 of I
Miller, Chris
From: Rossmiller, Tom
Sent: Thursday, May 25, 2006 3:14 PM
To: Miller, Chris
Subject: FW: AIC
From: Thomas Utman [mailto:beaconbay@earthlink.net]
Sent: Thursday, May 25, 2006 2:56 PM
To: Rossmiller, Tom
Subject: AIC
Tom — so there is no miss -understanding by the Coastal Commission, please include in the Harbor Divisions AIC
the walkway and the gangplanks as shown on the approved TTM. Thanks
05/25/2006
PO
4 CITY OF NEWPORT BEACH
-8915
P.O. BOX 1768, NEWPORT BEACH, CA 92658
-ql
C_/ ;: \V
ro
Date:
PIER PERMIT TRANSFER APPLICATION
Request for Dock Inspection
By the Harbor Resources Division
M
Sellers Name: Ric- tIM-1 —M-015 7—
Buyers Name: -�6-iW4344A6 ZOV�
Property Address: 17, `7 MY f- 4ax 06 -
Escrow Company: FP461- TMe4,:Cz-0)
Closing Date:
/j,77 V11-3 F
Escrow Number
Address ww
7/y, 7/Y'
Phone Number Fax Number
M
JdAlf�
1/7
3300 Newport Boulevard, Newport Beach
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
NOTICE OF AUTHO RIZATION
29 March 19 74
A PERMIT TO construct a concrete bulkhead wall up to the U. S. Bulkhead
Line, to excavate about 7,000 cubic yards of material. to form a cove and
beach, to place about 6,500 cubic yards of the excavated material land-
ward of the bulkhead wall to remove existing boat docking facilities and
tytinstall anchorpilings: fixed piers, ramps and floating docks to extend
A o the U.S.Pierhead Line in Newport Bay, Pacific Ocean at Lot 2,Tent.Tract
8073, City of Newport Beach, County of Orange, California
HAS BEEN ISSUED TO The Irvine Company QN29 March 19 74
ADDRESS OF �PERMITTEE 610 Newport Center Drive
Newport Beach, California 92600
PERMIT NUMBER None JOHN V. FOL1',Y, COL.CE
District Engineer
ENG Form 4336
Jul 70 THIS NOTICE MUST BE CONSPICUOUSLY DISPLAYED AT THE SITE OF WORK.
A03.09.0F PROPOSED FACILITY PERMIT
... .......
llcLaln Devolor=tt CO -
Bays Ida Drive
MAILANG AD E
NO.
DATE
An�eles,, Calif.
388-0315
APPROVED BY. DATE
APPLICATION IS HEREBY MADE TO TRANSFFR HARBOR PERMIT
"a.
0-
NUMBER
TO.
OCHD
FROMI
E-1—
The lrvt%le CO. VIC-Lain r1lev. CO.
ELLER) (BUYER)
,7
COUNCIL
......
I -
WORKS
SIGNATURE OF TRANSFEROR SIGNA RE OF-TRANSFrREE
=LIC
DE T.
ESCROW
SIGNATURE TRANSFEROR SIGNATURE OF TRANSFEREE
INSPECTION
SIGN�TYRE Of JOINT OWNER
A 7 T N APP OVED
kTOR
ITY COUNCIL IN ACCORDANC
SPECIAL CONDITIONS:THIS PERMIT IS REVOCABLE BY fHE dITY r- WITH TITLE 7
'OF THE MUNICIPAL CODE.
1" U C
CONS"M NJIGN," P' AUT
D 1,0 CONSTsucr Amly
jjrL 1, . i L rt 1� 0
�.
--
DATE /.s
ld 'I
V 0 M S G'p
.......
:V7
SEE ATTACHED St IEET
THE *i.*Nflk_;-f;,_R
ANY
is
'ME C!7'.'
4 T S 'C- N V N. Z;
.'JjtAY
AND ;i"i�'
CODE-
SPECIAL COME347NONS..
3 `2 1-74
corps 0i Dif,incers t*crkvA' --
6TY HA Fffb�.JRC�00J:A;"61NATOR
cr,,j.-,j.ge couray rermit
00 —10Q
cot�
otdrert. C :g _(2- 73
DATE
PERMIT NO.
-z-
S Cie -3 7 3
GEOTECHNICAL ENGINEERING
Ms. Lisa Miller
SHELLMAKER, INC.
875 B West Fifteenth St.reet
Newport Beach, CA 926--',3
Via Facsimile and Mail
Jarraary 7, 1999
Our Project 99-01-00
SUBJECT: Phi Grain Size Test Results inr the Soil Sample Obtained from The Newport
Marina Apa-runents located at #91.9 Bayside, Newport'Bleach, Catifor.-nia.
Dear Ms. Miller:
PreseTlted herewith are dhc -resuits cof our gradin size an�!--.rsis perforined oil Lhe S0.'l Sample
ro'ur h. test pro-ced-ure. was in accordance w1th, A'S-11'rdl D422-63 (1.990)
pro,�i d to us by
and U.S, Arnay Corr Fepo: Numb..r C 'L A 7
J7 1" teria.
:"lease do not hes' ate to call YOU have a----%," questions after --nuhave VIC lhe at-, ached. data.
it
Res-ectfi—,-1.11 y submitted,
1 --
lee, c4l�-Oc6v'e4' 0-1)�W.
D. Elliott Lee
Erigii.neering Technician
Attachments: Plate 1 --Grain Size Suir=inar-
I y
Plate 2 --Cumu'lanive Grain Size DISLribution PHI Units
8 0
�,rver -- /projects/99-01/00/9901 lt!'.rpt. del.
Reviewed by:
Geotechnical Engineer
23011 Moulton Parkway, Suite D-1 I - Laguna Hills, California �92653 - (949) 461-5690 - FAX (949) 461-7901
Grain Size SumMa
Opening
Size
(MM)
-------------
Phi
------ ---------
9. 5-
Retained
4.75
-2.25
Gravel 2.83
-1.50
2.00
----------------------------------------------
-1.00
-------------------------
1.41
-0.50
1.00
0.00
0.71
0.50
0.50
1,00
Sand 0. 3 53
1.50
0. 21 5
2.00
0.1777
22. 5 0
0. `112 5
3M
0.088
11� n
1-0
0.074
7). 7 5
Silt-Clav < 0. 06
---------------------------
4.00
Sieve
Retained
Percent
Mesh
by Weieht
:r
Retained
----------
- ---- - --------
0
0
4
0. -17
0.7
0.9
1.6
10
-------------------------------------------------------------------------------------
1.0
9-6
14
1.9
4.5
18
3.9
8.4
25
-".8
16.2
35
8.
34�5
45
18.4
52.9
,I Z, ()
22.3
75.2
80
14.8
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G E 0 TE Cl- INICA. L N'C-,'I ATE E. R 1 N G
PLATE
1
CITY OF NEWPORT BEACH HARBOR APPLICATION NO.
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7 7
City Council Meeting August 12, 1974
CITY OF NEWPORT BEACH
August 8. 1974 STUDY SESSION
ITEM NO. 5(c)l
TO: City Council
FROM: Department of Community Development
SUBJECT: Proposed development of "The Cove"
located on the southerly side of
Bayside Drive adjacent to the Shark Island
Yacht Club.
On July 22, 1974, a letter from Shirley Jane Knuts:en pertaining to
The Cove development was referred to the staff for report back and
.reply. Following is a chronological summary of the activities on
this project which have,occurred to date:
November 30, 1972
Planning Commission accepted an Environmental Impact Report and
approved the Tentative Map of Tract 8073. Lot 2 of this subdivision
is for the sixty unit Cove Residential Condominium Project. Condi-
tions imposed by the Planning Commission include requirements for
public pedestrian access along the westerly side of the project
adjoining the existing McLain apartment site and bayward across the
project from the McLain apartment site to the Balboa Is n
la�d Bridge.
January 8, 1973
City Council accepted the Environmental Impact Report and approved
the Tentative Map 6f'Tract 8073 subject to�:the conditions rec6m-
mended by the Planning Commission, and with the additional condition.
.that it be reviewed:by the Joint Harbor Committ
ee.
March 12, 1973
,,Harbor Permit requested for the construction of 860 ft. of :new bulk-
head, the construction and redesi,gh of 77 slips, and an excavation
of the inlet beach.
March 29, 1974
Harbor Permit approved by the Corps,of Engineers witha requirement
that the boat slips be redes,igned to�provide a wet sand int6rtidal
zone between the base of th�!-`bulkhead and the headwalk as'required
by the Bureau of Sport Fisheries and Wildlife and the State Depart-
ment of Fish, and Game.
June 20, 1973
Coastal Permil'for bulkhead, boat slips, inlet beach,� and sixty,unit
Condominium project approved by the South Coast Regional Conservation.
It should be.noted that following the approval of this project by the
Coastal Commission,, another Permit for the McLain Development Cnm any's
four,teen.unit condominium project on the Promontory Channel was Nso
approved by the Coastal Commission. This latter permit requires'
Public access from Bayside'Drive along' the Promontory Channel to the
Balboa Island Channel, thence easterly across the bay frontage of the
existing fifty pnit,McLain development to the Cove proj.ect.
Page 1 of I
Hi Fong,
Per our discussion yesterday, I reviewed the plans for 919 Bayside Dr. that you sent over to us and have 1
correction. It is:
The gangway detail on page 2 of 5, D/2 indicates that the gangway is 13'(18' minus 5' landing). lhadpreviously
given the developer an AIC a while back permitting an ADA gangway to be used in this location. According to
ADA marine standards used in the City, gangways must be 80'in order to accommodate most tide schedules. If
there is a hardship or a space constraint, the applicant can appeal this to the Review Board. However, on page 5
of 5, it appears there is plenty of room for an 80' gangway.
Harbor Resources won't be able to sign off on these plans unless this change is in place. The other components
of the plans do not affect this department.
I'll return the plans back to you along with a copy of this email and a copy of our AIC.
I hope this helps.
Chfis Wiffer
Harbor Resources Supervisor
(949) 644-3043
htt.p://w.ww..,city.pewpprt-b.p..ach.c.a.us/..HBR/.
07/25/2006
Jun 28 06 09:47a Diane Feuerstein 858 298-3619 P.1
)MipA<J MeSCt SkOpPiV19 C_enfeJA
, LLC
8294 Mira Mesa Boulevard - San Diego, California 92126
(858) 271-4682
FAX: (858) 271-5161
Newport Harbor Resources Division
Att: Tom Rossmiller and Chris Miller
829 Harbor Island Dr. Sent by Fax 949 723-0589
Newport Beach, Ca. 92660 June 27, 2006
Gentlemen:
This letter is sent as a follow up to the phone conversation between Chris Miller and
Elliot Feuerstein on June 26, 2006.
Please be advised that Mira Mesa Shopping Center LLC (Mira Mesa) is the Managing
Owner and the Asset Manager for the Landlord of the property known as the Newport
Marina. Prior to April 13, 2005 Residential Realty Fund (Robert 0 Hill) was the Asset
Manager for the Landlord at the Newport Marina Property, but that is no longer the case.
In addition Mira Mesa is the 921/o owner and Residential Realty is the 8% owner and their
relationship is controlled by the Agreement Between Real Property Owners Newport
Marina executed March 7, 1995.
As you know, UGS Development has been working with the City of Newport Beach on
the redevelopment of the Newport Marina Property. In connection with the Newport
Marina only, UGS and its agents ( primarily Tom Utman at this time) are authorized to
interface with governmental authorities, including the City of Newport Beach and the
City's various agencies, including but not limited to the Harbor Resources Division and
all other governmental agencies and parties, including but not limited to the California
Coastal Commission.
In connection with the Newport Marina Property, Residential Realty Fund and its agents
and principals including but not limited to Robert 0 IFEII and Jim Lawson are not
authorized to -interact directly with the City of Newport Beach. If they have an issue they
have been requested to deliver written notice of said issue to Mira Mesa, and then Mira
Mesa in its sole discretion, will decide how to address the issue, if at all, submitted by
Residential Realty Fund.
Thank you for your cooperation and courtesy on the phone. We appreciate your working
with UGS Development on the Newport Marina Project.
Sincerely,
Mira Mesa Shopping Center LLC
Elliot Feuerstein, Managing Member
land and cantilevered accessway along the Bay, and at the location where the
prolongation of the easterly property line of the subject property intersects with
the floating dockway clearly identifying such improvements as public walkways
and inviting pedestrians. Sign text and graphics are subject to review and
approval of the Planning Director.
15. The project is subject to all applicable City ordinances, policies, and standards,
unless specifically waived or modified by the Planned Community District
Regulations.
16. The development shall be in substantial conformance with the approved Tentative
Tract marked Attachment 4 to the City Council Staff Report for PA 2004-072 dated
February 14, 2006.
17. The applicant is required to obtain all applicable permits from the City Building and
Fire Departments.
18. The applicant shall comply with all federal, state, and local laws. Material
violation of any of those laws in connection with the use may be cause for
revocation of this Use Permit.
19. This approval was based on the particulars of the individual case and does not in
and of itself or in combination with other approvals in the vicinity or Citywide
constitute a precedent for future approvals or decisions.
20. Should this site be sold or otherwise come under different ownership or be
operated by a different entity than the applicant, any future owners, assignees or
operators shall be notified of the conditions of this approval by the current owner or
leasing company.
21. No dwelling other than one, single-family, detached dwelling may be constructed on
any buildable lot created by Tentative Tract Map 53232. No dwelling may exceed a
height of twenty-eight (28) feet as measured consistent with Municipal Code
Section 20.65.030, "Measurement of Height". For this purpose, "grade" shall be the
respective pad elevations shown on the Tentative Tract Map. These restrictions
shall be included in the Conditions, Covenants, and Restrictions (CC&R's) which
shall be prepared and recorded with the County Clerk at the time a Final Map is
recorded.
22. Boat slips fronting the project site shall be operated as a residential marina for the
17 residential leaseholds of the Bayside Residential Planned Community. The
slips shall not be rented to anyone who is not a resident of the Bayside Residential
Planned Community. These restrictions shall be noted on the Final Map and
incorporated into Conditions, Covenants, and Restrictions (CC&R's) which shall be
prepared and recorded with the County Clerk at the time a Final Map is recorded.
to
J.
Celebrating
70F
A 1996-2006
C 0 N S U L T N G
An Enwronmentol PlanninglResouice
Management Corporotion
April 7, 2006
Mr. Jim Campbell VIA FACSIMILE AND MAIL
Senior Planner (949) 644-3250
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
Subject: Proposal for Preparation of CEQA Documentation for the New Dock
at 919 Bayside Drive Project
Dear Mr. Campbell:
Thank you for the opportunity to assist the City of Newport Beach (City) in the
preparation of the environmental documentation for New Dock at 919 Bayside
Drive project. The attached scope of work and fees are based on the following
assumptions:
1. A Mitigated Negative Declaration (MND) is the appropriate form of
environmental documentation for the project.
2. An Initial Study (IS) will be prepared as the basis for the MND.
14
BonTerra Consulting is available to begin work on this project upon receipt of your
approval of this proposal and an authorization to proceed. Cindy Krebs, Senior
Project Manager, will be the task leader for this project. We look forward to
working with you. Please contact Cindy or myself at (714) 444-9199 if you have
any questions.
Sincerely,
BONTEJ�RA SULTING
Kat leen M. Brady,:IA�ICP
15 1 Kalmus Drive Principal
Suite E-200
Costa Mesa Attachment A: Scope of Work, Fees, and Schedule
California 92626 cc: Aaron Harp, City Attorney
(714) 444-9199 Tom Rossmiller, Harbor Resources
(714) 444-9599 fax RAProposa1s\Newport\PO09 SOW-040706.doc
www.bonterraconsulting.com
ATTACHMENT A
SCOPE OF WORK
NEW DOCK AT 919 BAYSIDE DRIVE PROJECT
CE0A DOCUMENTATION
April 7, 2006
PROJECT UNDERSTANDING
The City has received an application for a project that proposes to remove existing boat docks
at 919 Bayside Drive, install an Americas with Disabilities Act (ADA) compliant gangway and
landing, and install a new dock system and supporting pilings consisting of fourteen 60 -foot long
slips, three 19 -foot long slips, and one 45 -foot long transient slip. No dredging is proposed at the
current time. However, water turbidity may occur during the pile removal and re -construction
process and there is the potential that eelgrass habitat within the project area may be degraded
during construction activities. Mitigation measures and best management practices (BMPs)
would be employed during construction to minimize these potential impacts.
Based on a preliminary review of the project information, it appears that a Mitigated Negative
Declaration (MND) prepared pursuant to the California Environmental Quality Act (CEQA) will
be the appropriate form of environmental documentation for the project. The City of Newport
Beach (City) will be the lead agency for the project. An Initial Study (IS) will be prepared as the
basis for the MND.
SCOPE OF WORK
TASK 1 PROJECT INITIATION
BonTerra Consulting will meet with the City and the project applicant, if necessary, to discuss
the project and the proposed scope of work. This coordination effort is intended to ensure that
there is agreement regarding the scope of work, studies to be completed, and appropriate
environmental documentation for the project. The project schedule will also be discussed at this
meeting.
Task 1 Deliverable:
1. Attendance at one meeting
TASK 2 PREPARATION OF ENVIRONMENTAL DOCUMENTATION
BonTerra Consulting will prepare the environmental document. This scope of work assumes
that an IS, leading to the preparation of a MND, is required. The IS and MND will be prepared
pursuant to CEQA and the State CEQA Guidelines. Following is a discussion of specific tasks to
be completed in preparing the IS and MND.
Task2.1 Prepare Initial Study/ Mitigated Negative Declaration for Review
In compliance with Section 15063 of the CEQA Guidelines, the IS/MND will contain a
description of the project, including the location of the project; a discussion of the environmental
setting; an identification of environmental effects; and a discussion of mitigation measures. This
scope of work assumes that City and/or the project applicant will provide BonTerra Consulting
the necessary information to prepare the project description. The discussion of environmental
setting will be based on a review of existing literature, including the Invasive Algae Survey
A-1
Report and Pre -Construction Eelgrass Survey Report (both prepared by Coastal Resources
Management in March 2006). BonTerra Consulting recently conducted site visits of the study
area, during preparation of the IS/MND for the 919 Bayside Drive Residential Project; therefore,
another site visit would not be required. The discussion of environmental effects will follow the
City of Newport environmental checklist. In compliance with the Sundstrom vs. Mendocino case
(1988), an explanation for all checklist answers will be included to provide the City with an
understanding of how the IS conclusions were reached. Mitigation measures, if necessary, will
be clearly identified to facilitate the development of the mitigation monitoring program.
Based on the project understanding, and di scussions with City staff and the project applicant, it
is expected that the project will not result in significant impacts related to the following issues.
This will be documented in. the IS/MND:
Aesthetics: BonTerra Consulting will qualitatively discuss any anticipated changes resulting from
removal of the existing dock and subsequent development of the new dock. This scope
assumes that visual simulations will not be required.
Agricultural Resources: BonTerra Consulting will reference relevant information from the City's
General Plan and Zoning Code as a means of documenting that the proposed project will have
no impact on agricultural resources.
Cultural Resources: BonTerra Consulting will summarize data presented in the 919 Bayside
Drive Residential Development Project to verify that the proposed project will have no impact on
cultural resources.
Geology/Soils: BonTerra Consulting will summarize data presented in the 919 Bayside Drive
Residential Development Project to verify that the proposed project would not result in impacts
to geology or soils.
Hazards and Hazardous Materials: BonTerra Consulting will summarize data presented in the
919 Bayside Drive Residential Development Project to verify that the proposed project would
not result in impacts related to hazards or hazardous materials.
Land Use/Planning: BonTerra Consulting will summarize data presented in the 919 Bayside
Drive Residential Development Project to verify that the proposed project would not result in
impacts to land use and planning.
Noise: BonTerra Consulting will qualitatively discuss potential short-term construction- related
noise. The project would not result in long-term operational noise impacts.
Population/Housin-q: BonTerra Consulting will summarize data presented in the 919 Bayside
Drive Residential Development Project to verify that the proposed project would not result in
impacts to population or housing.
Public Services: BonTerra Consulting will summarize data presented in the 919 Bayside Drive
Residential Development Project to verify that the proposed project would not result in impacts
to public services.
Recreation: BonTerra Consulting will summarize data presented in the 919 Bayside Drive
Residential Development Project to verify that the proposed project would not result in impacts
related to recreation.
A-2
Transportation and Traffic: BonTerra Consulting will qualitatively discuss potential short-term
project -related traffic impacts resulting from construction worker trips to the project site. The
project would not result in long-term traffic impacts.
Utilities/Service Systems: BonTerra Consulting will summarize data presented in the
919 Bayside Drive Residential Development Project to verify that the proposed project would
not result in impacts to public utilities and services. It should be noted that this approach
assumes that no additional power would be brought to the site for the new docks. If information
to the contrary becomes available during preparation of the MND, then additional analysis and a
budget augment may be required.
BonTerra Consulting's approach for addressing the above topical issues assumes that the City
and/or the project applicant will be able to provide project -specific, detailed information to
support CEQA findings. If BonTerra needs to perform additional research, data gathering, or
analysis to adequately address any of these topical issues, a contract augment will be required.
It should also be noted that the approach described above relies heavily on BonTerra
Consulting's ability to pull information from the IS/MND that was recently prepared for the
919 Bayside Drive Residential Development Project. If it is determined, during the project
definition or public review process, that a more information or analysis is required, a contract
amendment and budget augment will be necessary.
Following is a description of BonTerra Consulting's work effort for assessing potential
environmental effects relative to each topical issue requiring analysis in the IS/MND.
Air Quality: BonTerra Consulting will quantitatively discuss potential short-term construction -
related air quality impact associated with the removal and reconstruction of the gangway,
landing, and dock system. Appropriate findings and mitigation measures, including Best
Management Practices, will be presented in the IS. The proposed project would not be expected
to result in long-term operational air quality impacts; thus, a qualitative discussion will be
provided.
Biological Resources: BonTerra Consulting will summarize available information from the City
and/or the project applicant and document the proposed project's potential impacts to biological
resources. Appropriate findings and mitigation measures, including Best Management
Practices, will be presented in the IS.
Water Quality/Hydrology: BonTerra Consulting will summarize data provided by the City and/or
the project applicant and document the proposed project project's potential impacts to water
quality/hydrology. It should be noted that the information provided must be adequate for CEQA
review purposes. Appropriate findings and mitigation measures, including Best Management
Practices, will be presented in the IS.
Task 2.2 Prepare Public Review Draft IS/ND or IVIND for City Review
Based on the comments received from the City and the project applicant (if included in the
review process), BonTerra Consulting will revise the IS/MND and submit an approval draft
document to the City for an expedited second review. Following the City's review, BonTerra
Consulting will revise the IS/MND to address comments/suggested revisions that are within the
scope of work. Should the comments received require any technical studies, an amendment to
the budget will be required.
BonTerra Consulting will prepare a legal notice that the City proposes to adopt an MND. This
notice should be published in a local newspaper or at a minimum, posted at the project site. It is
A-3
assumed that the City will be responsible for preparing and publishing the notice.' Because
Coastal Commission approval will be required, the IS/IVIND will be submitted to the State
Clearinghouse for review; a 30 -day public review period is therefore required.
Task 2.3 Distribute IWIVIND
BonTerra Consulting will prepare and distribute twenty-five (25) copies of the finalized IS/IVIND.
The distribution list will be determined in coordination with the City.
Task 2.4 Coordinate Publication of Public Notice
Prior to adoption of the MND, BonTerra Consulting will prepare and submit a legal notice for
publication in a local newspaper to advise the public that the City proposes to adopt an MND.
The appropriate local newspaper for publication of the legal notice will be determined in
coordination with the City.
Task 2.5 Prepare Responses to Comments
Once the 30 -day MND review period has ended, BonTerra Consulting will review the comments
received and develop an approach to respond to these comments. Responses to comments are
not required by CEQA, but they are recommended to assist the lead agency in the decision
making process. Topical responses, with a brief summary of the response and reference back
to the larger response, will be used if multiple comments are received on the same issue. This
will allow a more complete response without undue repetition. The draft responses to comments
will be submitted to the City (and the project applicant, if appropriate) for review. The responses
to comments will be revised based on comments received.
In compliance with Section 15074 of the CEQA Guidelines, the decision making body of the
lead agency must consider the proposed IVIND together with any comments received during the
public review process.
Task 2.6 File Notice of Determination
Following adoption of the MND by the City, a Notice of Determination (NOD) must be filed with
the County Clerk. This scope of work assumes BonTerra will prepare and file the NOD. The
project applicant will be responsible for payment of required fees to the California Coastal
Commission with the NOD.
Task 2 Defiverables:
1 . Attendance at one meeting
2. Five (5) copies of the screencheck IS/IVIND for review
3. Five (5) copies of the revised IS/MND for review
4. One (1) PDF version of the IS/IVIND on CD -Rom
5. Five (5) copies of draft responses to comments
6. Five (5) copies of final responses to comments
7. Twenty-five (25) copies of the finalized IS/IVIND
8. Two (2) copies of the NOD (one for County Clerk, one for City)
If requested by the City to do so, BonTerra Consulting could coordinate distribution of the IS/IVIND and publication
of the public notice. The cost for providing these services is presented in the attached Fee Estimate.
A-4
TASK 3 MITIGATION MONITORING
If mitigation measures are necessary, BonTerra Consulting will prepare a mitigation monitoring
program (MIVIP) for adoption with the IVIND in compliance with Public Resources Code 21081.6.
The IVIIVIP is required to ensure compliance with adopted mitigation requirements during project
implementation. The program will be prepared in matrix format and will provide the timing and
responsibility for each mitigation measure. A draft copy of the IVIIVIP will be submitted to the City
for review. Revisions will be made accordingly.
Task 3 Deliverables:
1. Three (3) copies of the draft IVIIVIP
2. Three (3) copies of the final IVIIVIP
TASK 4 PROJECT MANAGEMENT AND MEETINGS
BonTerra Consulting will coordinate with the City and the project applicant, as necessary,
throughout the CEQA documentation process to ensure compliance with the scope and
schedule. In addition to the meeting previously identified in Task 1, this scope of work assumes
the need for one additional coordination meeting with City staff and/or the project applicant. If
BonTerra is required to attend additional meetings, a contract augment will be necessary.
Task 4 beliverables:
1. Attendance at one team meeting. BonTerra Consulting's project manager will attend this
meeting.
A-5
FEE ESTIMATE
TASK FEE
BonTerra Consulting- Professional Fees
Task 1 Project Initiation $500.00
Task 2 Prepare Environmental Document
2.1 Prepare IS/MND for City review $ 2,500.00
2.2 Prepare Revised IS/MND and Approval Draft for City review 1,000.00
2.3 Distribute IS/MND 2,500.00
2.4 Coordinate Publication of Public Notice 500.00
2.5/2.6 Prepare Responses to Comments/File NOD 1,500.00
Task 3 Prepare Mitigation Monitoring Program (if needed for MND)
Task 4 Project Management/Meetings
Labor Fees
Other Direct Costs
Deliveries
Reproduction
Miscellaneous
Other Direct Costs
TOTAL FEE ESTIMATE
CURRENT BILLING RATES FOR STAFF ASSIGNED TO PROJECT
A-6
$ 1,250.00
1,000.00
$10,750.00
$ 150.00
1,000.00
200.00
$1,350.00
$12,100.00
Kathleen Brady Principal
$185.00
Cindy Krebs Senior Project Manager
$125.00
Project Manager
$115.00
Assistant Project Manager
$100.00
GIS Specialist
$85.00
Technical Writer
$70.00
Admin. Asst.Mord Processor
$65.00
A-6
$ 1,250.00
1,000.00
$10,750.00
$ 150.00
1,000.00
200.00
$1,350.00
$12,100.00
SCHEDULE FOR IS/MND
NEW DOCK AT 919 BAYSIDE DRIVE PROJECT
April 7, 2006
A-7
E li�at $060'
Receive notice to proceed
April 7, 2006
Meet with City to discuss project and IS/MND
April 18, 2006
BonTerra submits Preliminary Draft IS/MND for review
May 5, 2006
City provides comments on Draft IS/MND
May 12, 2006
Prepare final Draft IS/ND or MND and distribute for public review (includes
coordination of final review/revisions with City)
May 17,2006
30 -day Mandatory IS/MND Public Review
May 17 -June 16,2006
BonTerra submits draft responses to comments and MMP (if required) to City and
project applicant for review
June 26, 2006
Comments on responses to comments and MMP (if required) received from City
Julv 3, 2006
BonTerra submits final environmental documentation to City
July 10, 2006
Harbor Resources approves the MND
July 2006
BonTerra prepares and files Notice of Determination with the County Clerk
July 2006 -
A-7
N�-
iR
W-- W P -
2�7;!%i
November 22, 2004
CITY OF NEWPORT BEACH '
829 Harbor island Drive, Newport Beach, CA 92659
949-644-3034/Fax 949-723-0589
Newport Marina LLC.
537 Newport Center Drive P.O. Box 380
Newport Beach, CA 92660
Attn: Mr. Thomas Utman
Fax: 949 721-1009
Re: Pier Permit #200-919
919 Bayside Drive, Newport Beach CA
Dear Sir:
Harbor Resources has received your check #1036 in the amount of $465.00.
In addition, inspection of the pier has determined it meets City standards and the permit
will be transferred into the buyer's name. Thanks for your help.
If you require further assistance in this matter, please call 644-3034.
Sincerely,
t/4,._,_
Mike Ure
Harbor Resources Division
-H -ARBOR PER -MIT
TRANSFER APPLICATION
Date of Applicaton: Ig- Or Permit Number: 24aD - '712
Property Address: '?/'� BA4ib6 -DR-106--
^16t!pv;-�r
Buyer's Names:
Billing Address: 6-37 426-12re-rA bQ- O�6� d,)X396
Ae=.4ozA C 4 1?2-4-6,D
Telephone No.:
Buyer's Signatu
Seller's Names:
Seller's Signatures:
Joint Owner Signature:
Escrow Company:
Address
4 -,W45;-We64
7-
Escrow Number: Fax #:
Closing Date.(Esti mate): .4 * bZ c /,, s
1
Inspection Date: [I Reinspection Date:
Fee Amount:
Date Paid: It h -i
Application Complete:
Check Number: et� i 0
Resources SignaturelDate
Special Conditions: This permit is revocable by the City Council
in accordance with Title 17 of the Newport Beach Municipal Code.
INSPECTION FORM
-lepartment
Hlarbor Resources Ej IL L
Date:
inspection Requested By:
Inspector: Don Duff -
Pier Address:
�sferZrier Tran
Reinspection
GFI Present Yes Need
None Needed Yes Need
I I ,
Anti -Siphon Backfiow Present
F Z-1
I
I
Other Comments
Eelgrass
Yes No
Presentl I i
Pump Out
Pier Location
Ir- No
es
Operational
Recommended Action
Eilcroachr-enet
-Address of Complaining Party,
Boat Description
CF Num ber
Location on Dock
Comments / Observations
Other Request
Mr. Fernie Sy, Staff Analyst
California Coastal Commission
200 Oceangate, Suite 1000
Long Beach, CA 90802-4302
Re: PermiLApplication 45-06-145 (UGS Development, Inc., 919 Bayside Drive)
Dear i) er
The City of Newport Beach has worked with the applicant's representatives to insure that the attached
Memorandum of Understanding (MOU) reflects the requirements of Special Condition 8 of the above
application regarding In -Lieu Fees. We have followed the format of previous MOUs between the
Commission and the City and have incorporated all the provisions of the applicable condition of
approval. Please let us know if this document meets your approval.
We have scheduled the matter to go to our City Council meeting on June 12, 2007, and would
appreciate your indication of approval for the language prior to that time. Both the applicant and the
City are in concurrence and we stand ready to execute the document at the appropriate time.
Please note that a portion of the MOU speaks to a timely review by Coastal following a timely
submittal of a complete application from us. I know this may be difficult, but given the price of labor
lately and the price of materials, we think that our budget for the Dock Project is fairly tight — keeping
to it will require us all to move quickly and efficiently.
We look forward to working with you to install this long-awaited visitor -serving project that will
improve the public's access to onshore amenities in the Rhine Channel area. Thank you for your
consideration of this request.
Sincerely,
D
Assistant City Manager
A eod-
Carol cDelmott, Ag�6L/O
Encl.
cc: UGS Development Inc., Tom Utman
Carol McDermott, Government Solutions, Inc.
MEMORANDUM OF UNDERSTANDING BETWEEN THE CALIFORNIA
COASTAL COMMISSION AND CITY OF NEWPORT BEACH
This Memorandum of Understanding ("MOU") is entered into by and between the
California Coastal Commission ("Commission"), a public agency, created and existing under the
authority of section 30300 of the California Public Resources Code, and the City of Newport
Beach (City), a municipal corporation, through its duly elected, appointed, qualified or acting
representatives.
RECITALS
A. WHEREAS, on April 12, 2004, pursuant to section 30600(a) of the California
Public Resources Code and Chapter 20.94 of the Newport Beach Municipal Code, UGS
Development Inc. applied to the City of Newport Beach for a zoning code amendment and for
the adoption of the Bayside Residential Planned Community District Development Regulations
for the property located at 919 Bayside Drive, which application was assigned the number PA
2004-072;
B. WHEREAS, on March 14, 2006, the Newport Beach City Council adopted
Ordinance No. 2006-6 approving Code Amendment No. 2004-003 amending Zoning
District Map No. 15 and adopting the Bayside Residential Planned Community District
Development Regulations for the property located at 919 Bayside Drive;
C. WHEREAS, on February 14, 2007,the California Coastal Commission
approved Coastal Development Permit (CDP) No. 05-06-145, subject to Special
Conditions;
D. WHEREAS, Special Condition 8 of CDP 05-06-145 required UGS Development
Inc. to pay a mitigation fee to the City of Newport Beach in accordance with the agreement
required in subsection B, in an amount not less than $240,000.00, which shall be increased and/or
supplemented as necessary by the applicant or its successor(s) in interest to be sufficient for the
City to design, permit, and construct a public dock, with not less than I 00 -feet of wharfage area,
for the short term/transient docking of boats in Newport Harbor at the Rhine Channel Wharf,
Newport Beach, California;
E. WHEREAS, Special Condition 8 of CDP 05-06-145 requires if the construction
of the public dock becomes infeasible, the applicant shall submit an application to amend the
Coastal Development Permit;
F. WHEREAS, Special Condition 8 of CDP 05-06-145 requires the Executive
Director to determine if the project is infeasible and if so, to make a determination identifying a
different feasible project appropriate for the use of this in -lieu fee;
'DRAFTMeinorandun? of Understanding
Between the California Coastal Commission
And City of Newport Beach Page -2 -
G. )A7HEREAS, Special Condition 8 of CDP 05-06-145 requires the mitigation fee to
be used for the purposes described in subsection A of this condition in accordance with the terms
and conditions of this MOU
NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as
follows:
I . Upon execution of this Memorandum of Understanding by both parties, the
Applicant shall pay to the City of Newport Beach Two Hundred and Forty Thousand Dollars and
No Cents ($240,000.00). If additional funds in excess of the Two Hundred and Forty Thousand
Dollars and No Cents ($240,000.00) transferred to the City pursuant to this MOU are required to
complete the Project, described in Section 2 below, the City shall request that the Executive
Director demand such additional/supplementary funding from UGS Development, Inc., or its
successor(s) in interest. The City shall provide the Executive Director with all necessary
information to justify the need for additional funding. The parties hereto agree that if the City is
not provided with any and all additional funding to complete the Project, the City will be relieved
of any and all obligations it may have under this MOU unless the City, in its sole discretion,
elects to complete the Project.
2. City shall utilize all funds transferred to the City pursuant to this MOU, including
any later accrued interest, to design, provide construction management, obtain permits, complete
necessary mitigation measures, complete environmental analysis and construct a public dock,
with not less than 100 -feet of wharfage area for the short term/transient docking of boats in
Newport Harbor at the Rhine Channel VVbarf in Newport Beach, California ("Project"). Funds
transferred to City Pursuant to this MOU may only be utilized to pay fees, costs and expenses
associated with the Project.
The City shall: (1) obtain approval of a final plan as described in this paragraph
and (2) obtain a Coastal Development Permit to implement the approved activities, The City
shall submit to the Executive Director of the Commission a final plan within twenty-four (24)
months of the date on which the funds are transferred to City. The final plan shall provide for
construction and opening of the public dock within 36 months of approval of the final plan by the
Executive Director. The Executive Director shall approve or reject the final plan within 60 days
of receipt, provided, however, that the Executive Director may extend this period if necessary for
adequate review by notifying City in writing. The Executive Director shall reject the final plan if
it does not demonstrate that City will comply with the terms of this MOU. The final plan shall be
deemed approved if notification is not provided by the Executive Director within the 60 day
period. Upon approval of the plan, City shall seek a Coastal Development Permits as set forth in
the approved plan to carry out the Project.
4. City shall apply for a Coastal Development Permit(s) for implementation of the
Project. The Coastal Development Permit application shall be submitted to the Executive
Director within one year of the date on which the Executive Director approves the final plan
DRAFTMemorandum of Understanding
BetWeen the California Coastal C0777mission
And City of Newport Beach
Page -3 -
described in paragraph 3. However, the City may submit the CDP application before the Final
Plan's submittal or approval. The Commission shall approve, modify and approve, or reject the
CDP within 60 days of receipt of the application.
5. City shall acquire a Coastal Development Permit and all other Regulatory Agency
permits necessary prior to implementing the Project for which the funds transferred pursuant to
this MOU are to be used.
6. Notwithstanding the City's use of funds derived from in lieu fees collected by the
Coastal Commission, and the review of plans and/or programs by the Commission or its
Executive Director pursuant to this MOU prior to the City's use of those funds, City hereby
agrees to assume responsibility for and liability arising out of any actions, activities, construction
and/or development that City undertakes with the assistance of the funds granted under this
MOU
7. During any period that funds transferred pursuant to this MOU are held by City,
the funds shall be deposited in an interest bearing account. All of the transferred monies, along
Z:I
with accrued interest, and interest which may accrue while City hold the funds, shall be utilized
solely for the purposes set forth in this MOU. Any reference to the funds or monies to be utilized
pursuant to this MOU shall include such interest.
8. The terms of this MOU shall become effective upon execution by both parties and
shall continue thereafter until the satisfactory completion of the obligations of the parties as
described herein and exhaustion of the funds to be utilized pursuant to this MOU, unless altered
by written and signed amendment of this MOU. The MOU may be altered, changed, or amended
by mutual consent of the parties. Any changes or amendments must be in writing and signed by
the parties before such change or amendment shall take effect.
9. Approval of the final plan described in paragraph 3 ) by the Executive Director,
whether deemed or otherwise, is not a substitute for any coastal development permit or other
approval needed by the City or any other person or entity to undertake the projects to be built
with the transferred ftmds.
10. City shall use the transferred funds exclusively to finance the Project described
herein, as approved by the Executive Director pursuant to City's final plan described in paragraph
Administrative costs in implementing this MOU, computed in accordance with applicable
State Administrative Manual sections, shall not exceed five percent (5%) of the total funds
transferred to City under this MOU. City shall maintain accurate accounts of its expenditures in
accordance with generally accepted accounting principles.
11. City shall submit a report to the Commission's Executive Director within (1)
twenty-four months of the transfer of funds or (2) twelve months of approval of the final plan,
whichever is later, as to the status of the use of the funds. If the approved projects have not been
DRAFT Memorandum of Understanding
BetWeen the California Coastal Commission
And City of Afewpo7A t Beach
Palge -4 -
fully completed within that time and the transferred funds have not all been spent, City shall
submit another status report to the Executive Director every twelve months, until such time as all
of the funds are expended or five years from the date of transfer, whichever occurs first. If all of
the transferred funds are not used by City within five years of the date of transfer, City shall
submit a report to the Executive Director detailing why the Project has not been completed and
the funds spent. The Commission's Executive Director may, at his or her discretion, grant to the
City an extension of time of up to five additional years for use of the transferred funds upon a
showing of good cause and with a continuing requirement for status reports every twelve months.
The Executive Director shall review all submitted status reports to insure compliance with the
terms of the special condition imposed by the Commission in granting the permit referred to in
Paragraph D and with this MOU. If less than all of the transferred funds are used by City in
completing the subject projects and/or all of the funds have not been expended within ten years
of the date of transfer of the funds, the balance of the funds shall be returned by the City to the
Commission or a Commission -approved alternate entity within 60 days of notification to City by
the Executive Director.
12. The public dock constructed pursuant to this MOU shall continue to be operated
as a public dock in accordance with the terms of this MOU, whether the City of Newport Beach
or another entity owns or operates the public dock
13. Either party to this MOU may for good cause terminate this MOU by providing
written notification 30 days prior to termination. In the event of termination, any and all
remaining funds shall be transferred by City to the Commission or a Commission -approved
alternate entity within 60 days of termination. Good cause shall include a determination by the
Executive Director that City is not proceeding reasonably and expeditiously to complete any
beach nourishment projects proposed as part of the final plan and approved pursuant to this MOU,
or is not complying with the plan and budget approved pursuant to this MOU. In the event that
the MOU is terminated, City agrees to take all reasonable measures to prevent further use of the
funds.
14. The parties shall retain their contracting records for the entire period during which
the funds are being utilized by City under this MOU and for a period of three (3) years thereafter
for potential examination and audit by the Auditor General.
15. The MOU is executed in counterparts, each of which shall be considered a
duplicate original.
16. Notices: Any demand upon or notice required or permitted to be given by one
party to the other shall be in writing, shall be made in the following manner, and shall be
effective (a) upon receipt if given by personal delivery, (b) on the date indicated on the receipt if
given by certified or registered mail, return receipt requested, or (c) on the succeeding business
day after mailing or deposit if given by Express Mail or by deposit with a private delivery
service of general use (e.g. Federal Express), postage or fee paid, as appropriate, addressed to
the parties in Paragraph 17. Notice of a change of address shall be given by written notice in the
DRAFT Memorandum of Understanding
Between the California Coastal Con?.7nission
And City of Newport Beach
manner set forth in this section.
Pa -e -5 -
b
17. For the purposes of this MOU, all information, requests, or other business
including any demand upon a party or notice pursuant hereto shall be coordinated through the
following agency representatives:
City of Newport Beach
Homer Bludau, City Manager
3' )00 Newport Blvd.
Newport Beach, CA 92658-8915
California Coastal Commission
Peter Douglas, Executive Director
45 Fremont Street, Suite 2000
San Francisco, CA 94105-2219
with copy to: California Coastal Commission
South Coast District Office P.O.
Box 1450
200 Oceangate, 10' 1 'Floor
Long Beach, CA 90802-4325
18. This MOU shall be binding upon and shall inure to the benefit of the successors and
assigns of the parties.
19, This MOU shall be governed by, and construed and enforced in accordance with,
the laws of the State of California.
[SIGNATURES ON FOLLOWING PAGE]
DRAFT.Memorandum of Understanding
Between the California Coastal Commission
And Ci�j) of Newport Beach Page -6 -
APPROVED AS TO FORM: CITY OF NEWPORT BEACH,
A Municipal Corporation
By: By:
Aaron C. Harp, Homer Bludau,
Assistant City Attorney City Manager
ATTEST: STATE OF CALIFORNIA
CALIFORNIA COASTAL COMMISSION
By: By:
LaVonne Hark -less, Peter Douglas,
City Clerk Executive Director
I
OR
P�
Pw
V f -
WORKSHEET FOR BUILDING I FIRE PERMIT APPLICATION
(9 CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
1. PROJECT ADDRESS (NOT MAILING ADDRESS)
FLOOR
SUITE NO.
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's E-MAIL ADDRESS
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LEGAL DESCRIPTION
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Formsudg--ppplication t3/Zf/U4
WORKSHEET FOR BUILDING FIRE PERMIT APPLICATION
CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
PLEASE PRINT OR TYPE
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CONTRA-CfOR'S ADDgESS
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FUl[llblDlUy_dppllUdtlUll 0lZllV%
J". 'WORKSHEET FOR BUILDING FIRE PERMIT APPLICATION
CITY OF NEWPORT. BEACH
BUILDING DEPARTMENT
PLEASE PRINT OR TYPE
1. PROJECT ADDRESS (NOT MAILING ADDRESS) IFLOOR SUITE NO.
66 'A,
LEGAL DESCRIPTION No. UNITS
LOT BLOCK TRACT
RK USE
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5. ENGINEER'S NAME
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CONTRACTOR'S E-MAIL ADDRESS
ITY
STATE
ZIP PHONE NO.
OFFICE USE ONLY
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BUILDING DEPARTMENT
P.O.BOX 1768, NEWPORT BEACH, CA 92658, (949) 644-3288
FEE RECEIPT
TARGETDATE
9-7 1'2
Date A Plan Check No. 00 " Received by�� J.M 0
n– &—;;�4--j j&� Lu& --, ��) I � / C1 ik�� s–) ot
Received from Job,�4dress
Building Plan Check ....................................................................... 2900-5002 $
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 Ian Check - Buildina ....................................................
2900-5023
$
For Plan Check status log on to:
TOTAL FEES $ F?Cj- ---
www.city.newport-beach.ca.us/building,
select On -Line Services or call (949) 644-3255. FeeReceiptNo.
NOTICE: PLAN CHECK EXPIRES 180 DAYS FROM DATE OF SUBMITTAL.
(f\feercpt. 6/05)
,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) ........................................
2700-5812
Determination of Unreasonable Hardg .......................... ...
2900-5018
Public Works Plan Check ...............................................................
5200-5002
Performance Deposits (Refundable�Ap.p..Gq..2006 ........................
010-2201
Records Management Fee (Copies) ................................................
010-2263
Other (Specify) ...................... �.jl I 7t,.V.. 0. F. t 019 g.E cj� ...............
WW�., T-1- W,
For Plan Check status log on to:
TOTAL FEES $ F?Cj- ---
www.city.newport-beach.ca.us/building,
select On -Line Services or call (949) 644-3255. FeeReceiptNo.
NOTICE: PLAN CHECK EXPIRES 180 DAYS FROM DATE OF SUBMITTAL.
(f\feercpt. 6/05)
Tot Robert L. Wynn - City Manager
From: City Attorney
Subject: Bayside and Marine Office Development
1'ro-evol
On March 25, 1981, 1 met with Dave Harshbarger, Jim Hewicker,
Bill Laycock, Dave Kerrigan (attorney for the Irvine Company) and
Bill Reevie (attorney for the Irvine Company) regarding the
Bayside and Marine office building parcel..
The "problem" with the transaction is that the Irvine Company
entered into an agreement with the purchasers of the property
(the developers of the office building) wherein as part of the
agreement the purchaser's agreed to transfer to the Irvine Company
a 10 ft. wide strip fronting the Bay. To create this transfer, a
parcel map division of the property would be required.
The Planning Department and Marine Department are adamantly
opposed to the subdivision of upland property to maintain a 10
ft. strip adjoining -the 13ay because of significant future
problems anticipated from such a subdivision. Among the problems
includes a complete invalidation of the tidelands use appraisal
by George Jones.. Since George's appraisal rested upon the
tideland user supporting the tidelands with uplands, the transfer
of significant uplands property from tidelands use but with the
retention of a narrow access corridor to the Bay would be
SUMpt4
inconsistent with the as Lons made in the appraisal. Also,
from a land use point of view, it creates a very difficult
situa,'Cion in regard to multiple divisions of property into odd
shaped and peculiar lot sizes.
Based on our discuss.-Lons with the Irvine -Company, they will be
working with the purchaser to set up another arrangement whereby
the Irvine Company, even thouqh it has divested itself of certain
9
i
March 31, 1981
Page_Two
Re: Bayside and Marine Office Development
upland property, may maintain the marina and the right to operate
the marina. This would be a similar arrangement as was made to
the east of the subject property in front of the Mai Kai Condo-
minium property. in that situation, the Irvine Company also
maintains a marina where it does not own the immediately adjacent
upland property.
We also introduced to the Irvine Company the concept that the
City would consider leasing the tidelands, at certainly an
increased fee over and above the tidelands use fee, to allow the
Irvine Company to operate this marina even though i ' t has divested
itself of a substantial portion of the abutting upland property,
to wit, the Bayside and Marine parcel and the Mai Kai Condominium
parcel. The Irvine Company did not respond to the lease proposal
at that time but it is a consideration before them.
I am attaching to this memorandum a small diagram showing the
properties in question, hand -drawn by yours truly, which shows
the various ownership situations and the 10 ft. strip in
question. it should,be,pointed out that as a condition of
approval of the Bayside and Marine office building that a 10 ft.
strip, the same one the Irvine Company wants transferred to them,
hasbeen dedicated to the public for public ingress and egress.
At this stage, the ball is in the court of the Irvine Company and
the office building develpper to resolve the issue consistent
with the City's subdivision and Harbor Permit policies.
H i�g h
u�h - JO f f 1 Un�,:
HRC/pr
CC. Dave Harshbarger
Jim Hewicker
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THE IRVINE COMPANY
610 Newport Center Drive
Newport Beach, California 92663
August 2, 1974 (714) 644-3011
Captain Dave Harshbarger
City of Newport Beach
Department of Marine Safety
3300 West Newport Boulevard
Newport Beach, California 92660
Subject: Harbor Permit No. 200-1001
Dear Dave:
On Match 12, 1973., the Newport Beach City Council unanimously
approved Harbor Permit Application No. 200-1001 of The Irvine
Company for the construction of an 8601 bulkhead and reconstruction
of 77 boat slips. Attached as Exhibit "A" is a copy of the
approved marina configuration. Please note that the combination
headwalk-floating public walkway was to be four feet from the
bulkhead.
Following normal procedure, the city approved application was
then taken to the South Coast Regional Commission where it was
again approved unanimously. We then began our processing with
the Army Corps of Engineers. The permit issued by the corps
(attached as Exhibit "B") contains a condition requiring that
the ground level from the bulkhead bayward be raised significantly.
Theresult is that the -combination headwalk-floating public
walkway must be moved bayward from the original four foot location
to 19 feet off the bulkhead. This has caused us to redesign a
portion of the marina. This redesign is shown on Exhibit "C".
It is important to note that the marina will not project any
further into the channel than theprevious design, nor any further
than the existing marina. The only significant factor is that
there will be a decrease in total slips from 77 to 59. Based on
these facts, The Irvine Company hereby requests that the city .
approve the revised marina configuration and issue the harbor permit.
A separate issue relating to the harbor permit which should be
discussed at this time pertains to maintenance responsibility
and public liability for the floating public walkway. At the time
our application was first heard, ex -Councilman,, Karl Kymla, who
was then Chairman of, the Joint Harbor Committee, indicated that
both maintenance and public liability should be the re - sponsibility
of the city. We agree. However, due to the fact that the walkway
will also serve as the headwalk for the marina, we hereby offer
to accept the maintenance responsibility provided The Irvine Company
is properly indemnified from any and all liability which could result
from public use.
DRAWING- INDEX
REV. DATE SHEET DESCRIPTION
EEL GRASS INSPEMON A T-1 TITLE SHEET/DRAWING INDEX/PROJECT INFORMATION
El Eelgrass within 16 of projed A GN -1 GENERAL NOTES
I-] Eelgrass within 15 - 30' of projeet
)K,No Eelgrass in pro'ect airea A R-1 REPAIR AND REMOVAL —PLAN/SECTION
A S-1 WALKWAY PLAN
Signature 919 BAYSIDE DRIVE A S-1.1 PARTIAL PANEL PLAN
A S-2 TYPICAL SECTION AT WALKWAY
<Ajs A S-3 SECTION AT WALKWAY
Inspection Date &TIme A S-4 SECTION AT PLATIFORMS A & B
A S-5 SECTION AT PLATFORM C
Newpoft Beach, CA A S-6 PLAN AT PLAVORMS A, 8, C
A S-7 SECTIONS
A S-7.1 SECTIONS
A S-8 SECTIONS AND DETAILS
A S-9 SECTIONS AND FETAILS
A S-10 SECTIONS AND DETAILS
SEAWALL IMPROVEMENTS
CONSULTANTS
MASTER PLANNING/ URS/CASH & ASSOCIATES
DESIGN ENGINEER 5772 BOLSA AVE. SUITE 100
HUNTINGTON BEACH, CA 92649
PHONE: (714)895-2072 FAX: (714)895-1291
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3185-A AIRWAY AVE.
COSTA MESA, CA 92626
-4 Ila PHONE: (714)549-8921 FAX: (714)549-1438
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LANDSIDE CIML DESIGN ADAMS-STREETER
15 CORPORATE PARK
IRVINE. CA 92606
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410 PHONE: (949)474-2330 FAX: (949)474-0251
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SCOPE OF WORK
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1. REMOVE AND REPLACE APPROXIMATELY 438 LINEAL FEET OF SEAWALL ALONG
EXISTING ALIGNMENT. ALONG NORTH BAY FRONT.
2. CONSTRUCT APPROXIMATELY 6 FOOT HIGH RETAINING WALL ALONG NORTH BAY
FRONT. APPROXIMATELY 438 LINEAL FEET.
3. CONSTRUCT 8 FOOT WIDE PUBLIC WALKWAY ALONG NORTH BAY FRONT,
APPROXIMATELY 438 LINEAL FEET.
4. CONSTRUCT TWO PILE SUPPORTED HANDICAPPED GANGWAY PLATFORMS AND PILE
SUPPORTED OBSERVATION PLATFORM.
5. INSTALL A TOTAL OF FIVE 16 INCH DIAMETER CONCRETE PILES TO SUPPORT
cm� GANGWAY AND OBSERVATION PLATFORMS.
Lip,
6111 6. PROVIDE CRACK AND SPALL REPAIR IN EXISTING CONCRETE WALER AND PILE CAP
COPING ALONG PROMONTORY BAY.
A-:5
BUILDING BATA
P—"Z�
Pew�
CONSTRUCTION TYPE VN
OCCUPANCY GROUP U-1
USE: SEA WALL (RETAINING WALL) 2
4 AREA
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3650 SF
MUM K. 7 - R L5 HEfjj'&"8jftyfi
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VICINITY MAP LOCATION MAP CITY OF NEWPORT eEACH
NOT TO SCALE
NOT TO SCALE
ENGINEER
BRE SCALE
E 919 BAYSIDE DRIVE
DESIGNER Newport Beoch, CA NO SCALE
5772 BOLSA AVE., SUITE 100 BRE
PROJECT NUMBER
SUBMITTAL TO BUILDING DEPARTMENT Um HUNTINGTON BEACH, CA 92649 CAD OPERATOR
DATE EIRE TEL: (714) 895-2072 JK TITLE SHEET/DRAWING INDEX 30990065
DESCRIPTION BY Cash & Associates FAX: (714) 895-1291 CHECKER RHM PROJECT INFORMATION DRAWING NUMBER
REVISIONS rROJECT MANAGER
RHIM T-1
1 . ALL WORK MATERIALS SHALL CONFORM TO THE FOLLOWING:
2007 CALIFORNIA BUILDING CODE (COC), 2006 INTERNATIONAL BUILDING CODE QBC)
ACT 318-05, BUILDING CODE REOUIREMENTS FOR STRUCTURAL CONCRETE.
• AISC 360-05. 2005 AISC SPECIFICATION AND 13TH EDITION STEEL CONSTRUCTION
MANUAL
• REFERENCE SPECIFICATION: 'GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION - 2006 EDITION.
2. GENERAL CONTRACTOR SHALL CODRDIRATE ALL WORK OF ALL SUBCONTRACTORS AND OTHER SUBCONTRACTORS
CONTRACTED DIRECTLY WITH THE OWNER. AS APPLICABLE. FOR SCHEDULE AND WORK COORDINATION
REQUIREMENTS. THE OWNER SHALL BEAR No RESPONSIBILITY FOR FAILURE ON THE PART OF THE
CONTRACTOR TO COORDINATE ACTIVITIES OF CONITRACTOR'S EMPLOYEES OR SUBCONTRACTORS.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE OWNER
OR ENGINEER SHALL BE NOTIFIED OF DISCREPANCIES PRIOR TO THE START OF THE WORK. THE OWNER
SHALL BEAR NO RESPONSIBILITY FOR EXPENSES INCURRED AS A RESULT OF FAILURE ON THE PART OF THE
CONTRACTOR TO VERIFY DIMENSIONS AND/OR VERIFIABLE SITE CONWIGNS PRIOR TO BEGINNING WORK.
4. DIMENSIONS TAKE PRECEDENCE OVER SCALE.
5. CONTRACTOR SHALL MAINTAIN FIRE LANES AND ACCESS TO EXISTING FACILITIES AND EQUIPMENT IN
ACCORDANCE WITH THE CITY OF NEWPORT BEACH FIRE DEFT.
6. ALL ELEVATIONS ARE BASED ON MEAN LOWER LOW WATER (M.L.L.W.) DATUM.
7. CONTRACTOR SHALL STRICTLY ENFORCE ALL APPLICABLE SOM LAWS (I.E. OSHA CAL -OSHA) AND MAINTAIN
SITE SAFETY.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SUPERVISION OF THE CONSTRUCTION WORK
70 ENSURE THAT IT IS BUILT IN CONFORMANCE WITH THE APPROVED PLANS.
9. THE CONTRACTOR SHALL MAKE AND KEEP CURRENT A SET OF RECORD DRAWNGS SHOWING EXACT
DIMENSIONED LOCATIONS OF CONSTRUCTION CHANGES. TWO SETS SHALL BE SUBMITTED TO THE OWNER WITHIN
30 DAYS OF PROJECT COMPLETION.
TO. 'REMOVE' SHALL MEAN TO DEMOLISH TRANSPORT AND DISPOSE OF AT CONTRACTOR'S EXPENSE.
11. 'REMOVE AND REINSTALL- SHALL MEAN TO REMOVE, PROTECT, STORE. CLEAN AND REINSTALL IN GOOD
CONDITION.
12. "SALVAGE' SHALL MEAN TO DISASSEMBLE, SORT INTO LIKE COMPONENTS, PACKAGE OR PALLETTZE INTO
TRANSPORTABLE UNITS AND TRANSPORT TO A SITE DESIGNATED BY THE OWNER.
13. SPEC& INSPECTIONS: CONTINUOUS INSPECTION SHALL BE MADE BY A REGISTERED DEPUTY INSPECTOR (PER
COC SECTION 1701). THE CONTRACTOR SHALL PROVIDE WRITTEN REPORTS TO THE ENGINEER FOR THE
FOLLOWING:
A. PILE AND SHEETPILE DRIVING (SEE ALSO NOTE 16 BELOW)
B. CONCRETE
C. EPDXY ANCHORS
D. PLACEMENT OF REINFORCING
E. STAINLESS STEEL ROD IN PILE CAP
14. EPDXY ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS, IN
SOUND MATERIAL, WITH NO LESS THAN THE MINIMUM EMBEDMENT SPECIFIED BY THE MANUFACTURER.
APPROVED EPDXY ANCHORS: SIMPSON "SET' EPDXY ICC REPORT NO. ICC ESR -1772.
15. CONCRETE,
A. ALL PRECAST CONCRETE FABRICATORS SHALL BE CITY OF NEWPORT BEACH CERTIFIED.
B. CAST IN PLACE CONCRETE-.
1. f'c - 5000 psi 0 28 DAYS. CONFORMS 70 ASTM C-94
2. TYPE V CONCRETE
3. WATER -CEMENT RATIO - 0.45 MAX.
4. OCT CORROSION INHIBITOR. MANUFACTURED BY GRACE CHEMICAL, AT A RATE OF
2 GALLONS PER CUBIC YARD, MINIMUM
B. PRECAST CONCRETE PILES AND SHEETPILES:
1. rc - 6000 pe, 0 28 DAYS
2. TYPE V CONCRETE
3. WATER -CEMENT RATIO - 0.38 MAX
4. DCI CORROSION INHIBITOR. MANUFACTURED BY GRACE CHEMICAL, AT A RATE OF
4 GALLONS PER CUBIC YARD. MINIMUM
C. REINFORCING BARS:
1. ASTM A-615, GRADE 60
2. ALL BARS TO BE EPDXY COATED PER ASTM A-934 AND D-3963
16. PRECAST PRESTRFSSFn CONCRETE,
A. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED.
THE PUBLICATIONS ARE REFERRED TO IN THE TEXT BY THE BASIC DESIGNATION ONLY.
REFERENCE SPECAFICATIONS (RS): STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
2006 EDITION
PRESTRESSED CONCRETE CONSTRUCTION SECTION 303-3.
B. LIFT AND SUPPORT PRESTRESSED MEMBERS AT THE LIFTING AND SUPPORTING POINTS INDICATED ON THE
DETAIL DRAWINGS. STORE PRESTRESSED MEMBERS OFF THE GROUND. SEPARATE STACKED PRESTRESSED
MEMBERS BY BATTENS ACROSS THE FULL WIDTH OF EACH BEARING POINT. PROTECT FROM WEATHER,
MARRING. DAMAGE. AND OVERLOAD.
C. NON -SHRINK GROUT SHALL CONFORM To ASTM C 1107.
D. PRESTRESSING STRANDS SEVEN WIRE STRESSED RELIEVED: ASTM A 416 OR ASTM A 416 WITH
SUPPLEMENT FOR LOW RELAXATION %RE, AND SHALL CONFORM TO FIS 303-3.3.
E- FORMS BRACE FORMS TO PREVENT DEFORMATION. FORMS SHALL PRODUCE A SMOOTH, DENSE SURFACE.
CHAMFER EXPOSED EDGES OF' COLUMNS AND BEAMS 3/4 INCH. UNLESS OTHERWISE INDICATED. PROVIDE
THREADED OR SNAP -OFF TYPE FORM TIES.
F. REINFORCEME ASTM A-615, GRADE 60. EPDXY COATED PER ASTM A-934 AND ASTM D-3963.
G. CONCRETE CURIN : COMMENCE CURING IMMEDIATELY FOUDYANG THE INITIAL SET AND COMPLETION OF
SURFACE FINISHING. PROVIDE CURING PROCEDURES TO KEEP THE TEMPERATURE OF THE CONCRETE
BETWEEN 50 AND 19D DEGREES F. WHEN ACCELERATED CURING IS USED, APPLY HEAT AT CONTROLLED
RATE AND UNIFORMLY ALONG THE CASTING BEDS. MONITOR TEMPERATURES AT VARIOUS POINTS IN A
PRODUCT LINE IN DIFFERENT CASTS.
H. PRESTRESSING DO NOT TRANSFER PRESTRESSING FORCES DURING DETENSIONING UNTIL THE CONCRETE
HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 3.50D PSI.
1. SURFACE FINISH REPAIRS TO HONEYCOMBED SECTIONS LOCATED IN A BEARING AREA SHALL BE
APPROVED BY THE ENGINEER PRIOR To REPAjRS PRESTRESSED MEMBERS WHICH CONTAIN HONEYCOMBED
SECTIONS DEEP ENOUGH TO EYPOSE PRESTRESSING STROM SHALL BE REJECTED. PRESTRESSED
MEMBERS CONTAINING HAIRLINE CRACKS WHICH ARE VISIBLE AND ARE LESS THAN 0.02 INCHES IN WIDTH
LAY BE ACCEPTED. HOWEVER. PRESTRESSED MEMBERS WHICH CONTAIN CRACKS GREATER THAN 0.02
INCH IN WIDTH SHALL BE APPROVED BY THE ENGINEER. *TEN APPROVED, THE MEMBER SHALL BE
REPAIRED. ANY PRESTRESSED MEMBER THAT IS STRUCTURALLY IMPAIRED SHALL BE REJECTED.
J. FINISH ALL CONCRETE EXPOSED TO MEW IN ACCORDANCE WITH REFERENCE SPECIFICATION SUB-SECTIDN
303-1.9. SURFACE FINISHES. ALL SURFACES SHALL RECEIVE AN 'ORDINARY CONCRETE FINISH`, CLASS I
UNLESS NOTED OTHERWISE ON THE PLANS.
K. PRESTRESSED MEMBERS SHALL BE ERECTED AFTER THE CONCRETE HAS ATTAINED THE SPECIFIED
COMPRESSIVE STRENGTH, UNLESS OTHERWISE APPROVED BY THE PRESTRESSING MANUFACTURER. PLACE
PRESTRESSED MEMBERS LEVEL. PLUMB, AND SOLARE WITHIN TOLERANCES. ALIGN MEMBER ENDS.
L ACCURACY OF INSTAILATION
1 . HDRIZ PILES SHALL BE DRIVEN WITH A VARIATION OF NOT MORE THAN 2- FROM LAYOUT LINE
AT TOP OF PILE. WIDTH OF CAP SHALL BE ADJUSTED TO MAINTAIN MINIMUM CLEARANCES OF
REINFORCED STEEL SHOWN ON THE PLANS.
2. VERII TOP OF PILES SHALL NOT VARY WORE THAN I' FROM THE DESIGN ELEVATION SHOWN ON
PLANS.
M. PRECAST PILES SHALL BE DRIVEN OR JETTED TO ELEVATION SHOWN ON PLANS.
N. ALL JETTING OR DRIVING OF PILES SHALL BE CAREFULLY CONTROLLED TO PREVENT DAMADE TO
SURROUNDING FOUNDATION MATERIALS AND EELGROLSS BEDS.
0. PILE DRIVING OR JETTING SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATIONS SECTION 305-1
'PILE DRIVING".
P. GROUTING: CLEAN AND FILL INDICATED KEYWAYS BETWEEN PRESTRESSED MEMBERS, AND OTHER INDICATED
AREAS, SOLIDLY WITH NONSHRINK GROUT OR CEMENTITIOUS GROUT. REMOVE EYCESS GROUT BEFORE
HARDENING.
17. STEEL,
A STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL FOR BRIDGES AND
BUILDINGS, ASTM A-36, UNLESS NOTED OTHERWISE.
B. WELDED AND SEAMLESS STEEL PIPE SK41L CONFORM TO ASTM A53/GRADE B.
C. COLD -FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING SHALL CONFORM TO ASTM A500,
UNLESS NOTED OTHERWISE
D. HOT -FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING SHALL CONFORM TO ASTM A501.
UNLESS NOTED OTHERWISE.
E. FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST AJSC SPECIFICATIONS.
F. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION OR ERECTION OF STRUCTURAL STEEL OR
METAL FABRICATIONS.
G. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL RAVE HOT -DIPPED GALVANIZED FINISH, UNLESS NOTED
OTHERWISE.
18. ALUMINUM,
A. ALUMINUM SHAPES SHALL BE EXTRUDED FROM 6061-T6 UNLESS OTHERWISE NOTED.
19. WELDING -
A. WELD LENGTHS SHOWN ARE EFFECTIVE LENGTH PER CODE. WHERE LENGTHS ARE NOT SHOWN. THE
WELD SHALL BE FULL LENGTH OF JOINT. ALL CONNECTED PARTS SHALL BE SEAL -WELDED, ALL-AROUND,
A MINIMUM OF 1/8- FILLET WELDS.
B. ALL WELDING SHALL BE AS PER LATEST EDITDN OF AWS DIA.
C. ALL WELDERS SHALL BE CERTIFIED TO THE SATISFACTION OF THE GOVERNING JURISDICTION(S).
D. WELD DAMS ARE NOT PERMITTED IN LIEU OF WELD TABS.
E. ALL WELDING REQUIREMENTS SHOWN OR INDICATED ON THE DRAWINGS MAY BE FIELD OR SHOP WELDED
AS REQUIRED FOR EFFICIENT ERECTION, SUBJECT TO THE APPROVAL OF THE ENGINEER.
20. EARTHWORM: & FOUNDATIONSm
A- PREPARED BY:
PETRA GEOTECHNICAL, INC.
3185-A AJRWWAY AVENUE
COSTA MESk CA 92626
(714) 549-8921
8. REFERENCE SOILS REPORTS:
GEOTECHNICAL INVESTIGATION, PROPOSED 19 CUSTOM SINGLE FAMILY LOTS (NORTH RAY),
919 BAYSIDE DRIVE, TENATIVE TRACT 15323, CITY OF NEWPORT BEACH.
ORANGE COUNTY. CALIFORNLk JOB NO. 639-04 DATED DECEMBER 6. 20134
GEOTECHNICAI. REMEW,OF ROUGH GRADING PLANS - PROPOSED 17 -LOT SINGLE FAMILY RESIDENTIAL
DEVELOPMENT. TRACT 5323, 919 BAYSIDE DRIVE, CITY OF NEWPORT BEACH. ORANGE COUNTY.
CALIFORNIA. DATED JULY 27, 2006
GEOTECHN0L DESIGN PARAMETERS. PROPOSED GUIDE PILES, TRACT 15323, 919 RAYSIDE DRIVE,
CITY OF NEWPORT BEACH, ORANGE COUNTY. CALIFORNIA, DATED OCTOBER 16, 2006
ADDENDUM 70 GEOTECHNfCAL DESIGN PARAMETERS. PROPOSED GUIDE PILES. TRACT 15323. 919
BAYSIDE DRIVE. CITY OF NEWPORT BEACH. ORANGE COUNTY. CALJF0RNIk DATED FEBRUARY 20. 2DO7
ADDENDUM TO GEDITCHNICAL REVIEW OF ROUGH GRADING PLANS. GEOTECHNICAL DESIGN PARAMETERS FOR
DESIGN OF SEA WALL ALONG SOUTHERN BOUNDARY. PROPOSED 17 -LOT SINGLE FAMILY RESIDENTIAL
DEVELOPEMUT. TRACT 15323, 919 IIAYSIDE DRIVE. CITY OF NEWPORT BEACH. ORANGE COUNTY.
CALIFORNIA, DATED FEBRUARY 20. 2007.
C. THE SOIL COMPACTION CONTROL SHALL BE PERFORMED IN ACCORDANCE W/ THE LASTEST EMM OF ASIA
D1557.
D. ALL COMPACTION SHALL BE PERFORMED WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT.
E. ALL FILLS AND BACKFlLLS SHALL BE COMPACTED TO AT LEAST 9OX OF THE MAXIMUM DRY DENSITY.
F. ALL FILLS AND BACKFILLS PROVIDING STRUCTURAL SUPPORT SHALL BE COMPACTED TO AT LEAST 9OX OF THE
MAXIMUM DRY DENSITY.
G. FILLS AND BACKFILLS SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS.
H. WHERE THE SUBGRADE IS IN THE EXCAVATION AREAS NOT MEETING THIS REQUIREMENT, THE SURFACE SHALL
BE SCARIFIED. MOISTURE CONDITIONED AS NECESSARY. AND RECOMPACTED To THE SPECIFIED DENSITY.
I. THE FINAL COMPACTION REPORT AND SOIL ENGINEER EXCAVATION INSPECTION REPORT MUST BE SUBMITTED To
THE BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION AND THE CITY INSPECTOR MUST INSPECT
EXCAVATIONS BEFORE POURING ANY CONCRETE
EARTWKM MATERAI q
J. EWTKODRK MATERIALS MAY REQUIRE ADDITION OF MOISTURE, OR MAY CONTAIN EXCESS MOISTURE IN THOR
NATURAL STATE. OR MAY TAKE ON EXCESS MOISTURE DURING HANDUNG AND STOCKPILING PROCESS AND DRY
OR MOISTURIZE MATERIAL, WHETHER ON-SITE OR IMPORTED, TO SPECIFIED MOISTURE CONTENT, AS NECESSARY.
PRIOR TO COMPACTIDN.
K. THE FILLS AND BACKFILLS SHALL 14AVE LESS THAN 35% PASSING A NO. 200 SIEVE AND HAVE A PLASTICITY
L. :NDEX (PI) LESS THAN 20.
PORTED MATERIAL SHALL MEET THE FOLLOWING CORROSION REQUIREMENTS:
MINIMUM RESISTIVITY >1000 OHM -CW
PH >5.5
CHLORIDES <5DO PPM
SULFATE <2DDO, PPM
M. WHERE FILL MATERIAL ISS REQUIRED BELOW GROUND WATER LEVEL. USE CALTRANS CLASS 11 PERMEABLE MATERIAL.
EARTHWORK MATERAI R
J. EARTHWORK MATERIALS MAY REQUIRE ADDITION OF MOISTURE, OR MAY CONTAIN EXCESS MOISTURE IN
THEIR NATURAL STATE. OR MAY TAKE ON EXCESS MOISTURE DURING HANDUNG AND STOCKPILING
PROCESS AND DRY OR MOISTURIZE MAIER& WHETHER ON-SfTE OR IMPORTED, TO SPECIFIED MOISTURE
CONTENT, AS NECESSARY. PRIOR TO COMPACTION.
K. THE FILLS AND BACKFILLS SHALL HAVE LESS THAN 35% PASSING A NO. 200 SIEVE AND RAVE A
PLASTICITY INDEX (PI) LESS THAN 20.
L. IMPORTED MATERIAL SHALL MEET THE FOLLOWING CORROSION REQUIREMENTS:
MINIMUM RESISTIVITY >IDDO OHM -CM
PH >5.5
CHLORIDES <500 PPM
SULFATE <2000 PPM
M. WHERE FILL MATERIAL IS REQUIRED BELOW GROUND WATER LEVEL, USE CALTRANS CLASS 11 PERMEABLE
MATERIAL
IEMEOM EXCAVATIONS
ALL EXCAVATIONS SHALL COMPLY WITH THE CURRENT CAUFORNIA AND FEDERAL OSHA REQUIREMENTS, AS
APPLICABLE.
HEAVY CONTRUCTION EQUIPMENT, BUILDING MATERIALS, EXCAVATED SOIL STOCKPILES AND VEHICLE TRAFFIC
SHALL NOT BE ALLOWED NEAR THE TOP OF THE SLOPE WITHIN A HORIZONTAL DISTANCE EQUAL TO THE DEPTH
OF THE EXCAVATION.
COURRUCTIGN OBSERVATION AND TESTING
THE GECTIECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS. FILL PLACEMENT, AND PREPARATION OF
SUBGRADE. AND BASE.
SUFFICIENT IN-PLACE FIELD DENSITY TESTS SHALL BE PERFORMED AND IMPORT MATERIALS TESTED DURING
CONSTRUCTION TO VNIFY THAT THE MATERIALS ARE PLACED IN ACCORDANCE WITH THE RECOMMENDATIONS IN
THE GEOTECHNICAL REPORT AND APPLICMLE CODES.
ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAI. ENGINEER PRIOR
TO PLACEMENT OF CONCRETE OR STEEL
ALL PILE AND SHEET PILE DRIVING AND INSTALLATION SHALL BE PERFORMED UNDER INSPECTION OF
GEOTECHNICAL ENGINEER. A LOG OF PILE DRIVING SHALL BE KEPT AND A COPY SUBMITTED TO CITY OF
NEWPORT BEACH DEPT. OF BUILDING AND SAFETY ALONG WITH WRITTEN CERTIFICATION THAT THE WORK
SUPERVISED MEETS THE REPORT. SUCH SUPERVISION DOES NOT WAIVE THE REQUIRED INSPECTION BY THE CITY
BUILDING INSPECTOR.
MCH EXCAVATION- DOMMEING- AND SHORING
DEWATERiNG IS LIKELY TO BE REQUIRED FOR EXCAVATIONS BELOW ABOUT EL -2 FT (M.L.L.W.)
CUT MAY BE MADE VERTICALLY WITHOUT SHORING TO A DO" OF 5 FT BELOW THE ADJACENT SURROUNDING
GRADE.
FOR DEEPER CUTS. THE SLOPES SHALL HE PROPERLY SHORED OR SLOPED BACK AT LEAST 1:1
(HORIZONTAL -VERTICAL) DR FLATTER. FLATTER SLOPES MAY BE REQUIRED BELOW THE WATER TABLE OR WHERE
EVERY SOFT MATERIALS ARE PRESENT.
NO SURCHARGE LOADS SHALL BE PERMITTED WITHIN A HORIZONTAL DISTANCE EQUAL TO THE HEIGHT OF CUT
OR 5 FT WHICHEVER IS GREATER FROM THE TOP OF THE SLOPES UNLESS THE CUT IS SHORED.
EXCAVATIONS THAT EXTEND BELOW AN IMAGINARY PLANE INCLINED AT 45 DEGREES BELOW THE EDGE OF ANY
ADJACENT TASTING SITE FOUNDATIONS SHALL BE PROPERLY SHORED TO MAINTAIN SUPPORT OF THE ADJACENT
STRUCTURES.
ALL EXCAVATION AND SHORING SYSTEMS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT
CALIFORNIA AND FEDERAL OSHA REQUIREMENTS,
THE UNDERSIGNED GEOTECHNICAL ENGINEER HAS VERIFED THAT THE RECOMMENDATIONS OF THE APPROVED
GEOTECHNICAL REPORT PAVE BEEN INCLUDED IN THE ATTACHED PLANS.
NAME
5772 BOLSA AVE., SUITE 100
HUNTINGTON BEACH, CA 92649
SUBMITTAL TO BUILDING DEPARTMENT __FBRE TEL: (714) 895-2072
NO. DATE DESCRIPTION BY Cash & Associates FAX: (714) 895-1291
REVISIONS
LICENSE NO. EXP. DATE
SUBMITTALS:
SUBMITTAL SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. MATERIALS SHALL NEITHER BE FURNISHED
NOR FABRICATED. NOR SHALL ANY WORK FOR WHICH SUBMITTALS ARE REQUIRED BE PERFORMED. BEFORE TI -C
REQUIRED SUBMITTALS HAVE BEEN REVIEWED AND ACCEPTED BY THE ENGINEER. NEITHER REMEW NOR
ACCEPTANCE OF SUBMITTALS BY THE ENGINEER SHALL RELIEVE THE COWRACTOR FROM RESPOONSIBILITY FOR
ERRORS, OMISSIONS. OR DEVIATIONS FROM THE CONTRACT DOCUMENTS, UNLESS SUCH DEVATIONSS WERE
SPECIFICALY CALLED TO T14E ATnNTK)N OF THE ENGINEER IN WRITING.
THE CONTRACTOR SRALL A MINIMUM OF 20 WORKING DAYS FOR REVIEW OF SUNOMrITALS.
SUBMITTALS ARE REQUIRED FOR THE FOLLOWING ITEMS:
A. CONCRETE MIXES
I. PRECAST PANELS
C. TIE- RODS AND ANCHOR PLATES
D. REINFORCING STEEL
E. CONCRETE REPAIR PRODUCTS.
STRUCTURAL OBSERVATION REQUIREMENTS:
1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE PROJECT. STRUCTURAL OBSERVER MUST BE A
USENCED CIAL/STRUCTURAL ENGINEER.
2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF
THE STRUCTURAL SYSTEM AT CRITICAL STAGES OF THE CONSTRUCTION FOR CONFORMANCEINITH THE
APPDRVED PLANS AND SPECIFICATIONS.
3. STRUCTURAL OBSERVATION DOES NOT WAIVE RESPONSIBILITY To OBTAIN INSPECTIONS BY THE
BUILDING OFFICIAL NOR THOSE BY SPECIAL INSPECTORS REQUIRED By THE UNIFORM BUILDING
CODE.
4. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS DURING THE PROGRESS OF THE WORK IN
A TIMELY MANNER AND SHALL COMPLETE A STRUCTURAL OBSERVATION REPORT FORM FOR EACH
STAGE OF THE WORK REQUIRING OBSERVATION AS LISTED IN THE FOLLOWING TABLE:
CONSTRUCTION STAGE ELEMENTS TO BE OBSERVED
1. RETAINING WALL r1k REINFORCING IN WALL, FOOTING AND SLAB
2. SEAWALL 2A. REINFORCING IN PILE CAP AND DEADMAN
2B. TIERCOS
CIVIL REFERENCE DRAWINGS:
1. 919 BAYSIDE DRIVE STREET IMPROVEMENT PLANS FOR FOR TRACT NO 15323 IN THE C17Y
OF NEWPORT BEACH PREPARED BY ADAMS-STREETER CIVIL ENGINEERS INC.
ENGINEER BRE
919 BAYSIDE DRIVE
Newport Reach, CA
SCALE -
NO SCALE
FAD
DESIGNER RRE
CAD OPERATOR 1K
GENERAL NOTES
PROJECT NUMBER
J0990065
CHECKER RHA4
DRAWING NUMBER -
GN -1
PROJECT MANAGER RHM
SPECIAL CONDITION:
CONDITION OF APPROVAL- CALIFORNIA COASTAL COMMISSION
1. CONSTRUCTION RESPONSIBILITIES AND DEBRIS REMOVAL
(a) NO CONSTRUCTION MATERIALS. EQUIPMENT. DEBRIS DR WASTE SHALL BE PLACED DR STORED WHERE
IT MAY BE SUBJECT TO INUNDATION OR DISPERSION IN THE WATERS OF THE MARINA.
(b) ANY AND ALL DEBRIS RESULTING FROM CONSTRUCTION ACTUTIES SHALL BE REMOVED FROM THE
SITE WITHIN 10 DAYS OF COMPLEnm OF CONSTRUCTION.
(c) NO MACHINERY OR CONSTRUCT10N MATERIALS NOT ESSENTIAL FOR PROJECT; IMPROVEMENTS SHALL
BE ALLOWED AT ANY TIME IN THE INTERTIDAL ZONE;
(d) IF TURBID CONDITKNS ARE GENERATED DURING CONSTRUCTION. A SILT CURTAIN SHALL BE UTILIZED
TO CONTROL TURBIDITY.
FLOATING BOOMS SHALL BE USED TO CONTAIN DEBRIS DISCHARGED INTO COASTAL WATERS AND ANY
DEBRIS DISCHARGED SHALL BE REMOVED AS SOON AS POSSIBLE BUT NO LATER THAN THE END OF
EACH DAY.
(f) NON -BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY DIVERS AS
SOON AS POSSIBLE AFTER LOSS.
(g) REASONABLE AND PRUDENT MEASURES SHALL BE TAKEN TO PREVENT ALL DISCHARGE OF FUEL OR
OILY WASTE FROM HEAVY MACHINERY. PILE DRIVERS OR CONSTRUCTION EQUIPMENT OR POWER TOOLS
INTO THE WATERS OF CHANNEL ISLANDS HARBOR. THE APPLICANT AND THE APPLICANIS
CONTRACTORS SHALL HAVE ADEQUATE EQUIPMENT AVALAIRLE TO CONTAIN MY SUCH SPU
IMMEDIATELY.
ABBREVATION LIST:
& AND
0 AT
A.F.F. ABOVE nNisH FLOOR LIN. LINEAL OR LINEAR
A6C.O.E. ARMY CORPS OF ENGINEERS LG. LONG
ALUM. ALUMINUM L.L. LIVE LOAD
X BY M.L.L.W. MEAN LOWER LOW WATER
BEL BELOW MAT. MATERIAL
D. BOARD MAX. MAXIMUM
:M.
BEAM ma MACHINE BOLTS
BOC BOTTOM OF CONCRETE MFR MANUFACTURER
BW BACK OF WALK MM. MILLIMETER
CB CARRIAGE BOLTS MIN. MINIMUM
CENTER LINE MTL. METAL
C/C CENTER TO CENTER N.I.C. NOT IN CONTRACT
6
CF. CUBIC FOOT NO. OR III NUMBER
C.I.P. CAST IN PLACE (N) NEW
CLR CLEAR D.C. ON CENTER
CONC. CONCRETE 0/0 OUT TO OUT
CONT. CONTINUOUS OPNG. OPENING
CLR. CLEW OPP. OPPOSITE
PERCENT
CY. CUBIC YARD
PLUS OR MINUS
DECREES
PLATE
DIAMETER PCF POUNDS PER CUBIC FOOT
D DEPTH PSI POUNDS PER SQUARE INCH
DWG. DRAWING PVC POLYVINYL CHLORIDE
DET.(S) DETAIL(S) REINF. REINFORCEMENT, REINFORCED
DLA. DIAMETER REO'D REQUIRED
D.L. DEAD LOAD RM. OR RMS RODM/S
E
ON. DOWN RSP ROCK SLOPE PROTECTION
ELECT. ELECTRICAL 2ND SO. SECOND
ELEV. OR EL ELEVATION SQUARE
EXIST. OR E. EXISTING SF. SQUARE FOOT
Ek EACH STIL STEEL
EQ. EQUAL - Sim, SIMILAR
EXP. EXPANSION SH. OR SHT SHEET
FIN. FINISH S.S. STAINLESS STEEL
FLR. FLOOR T.O.C. TOP OF CONCRETE
Fr. FEET T & C TONGUE & GROOVE
CA GAGE TYP. TYPICAL
GALV. GALVANIZED THK. THICK
GLU. LAM. GWE LAMINATED U.H.M.W. ULTRA HIGH MOLECULAR WEIGHT
H HIGH U.H.E. OR UHE UNREASONABLE HARDSHIP EXCEPTION
HT. HEIGHT U.N.O. UNLESS NOTED OTHERWISE
HDWR HARDWARE VERT. VERTICAL
:NCH W.W ' M. WELDED WIRE MESH
N..
NTERIOR W/ WITH
b�3
LBS. POUNDS W/o WfTHOUT
LAM. LAMINATED IND. WOOD
E
ENGINEER
BRE
SCALE
919 BAYSIDE DRIVE
DESIGNER
BRE
E
Newport Beach, CA
NO SCALE
5772 BOLSA AVE., SUITE 100
HUNTINGTON BEACH, CA 92649
CAD OPERATOR
PROJECT NUMBER
SUBMITTAL TO BUILDING DEPARTMENT BRE
TEL: (714) 895-2072
JK
J0990065
NO. DATE DESCRIPTION BY
CHECKER
RHM
Cash & Associates FAX: (714) 895-1291
13
GENERAL NOTES
REVISIONS
PROJECT MANAGER
RHM
DRAWING NUMBER
GN -2
ca
I
A
SECTION 0370D
CONCRETE EPDXY ADHESIVE INJECTION
PART I - GENERAL
1.01 WORK INCLUDED
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 cops
with overstressing crack defects. Defects to be repaired by epoxy injection are
designated as 'Cl" in the repair documents. Cracks that ore at least .005 inches wide
and equal to or less thm Y4 inch wide we to be epoxy injected.
2. Crocks that are greater than V4 inch wide, 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 elem ent'.
B. Coordinate clumpster location. staging and storage requirements with the Engineer.
1.04 EXAMINATION
A. Verify that existing site conditions and substrate surfoces ore acceptable far 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 installotim Instruction&
C. Approval by Engineer is required before beginning Work affected by submittals.
1.06 QUALITY 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) Wars 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 sholl have 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.
1.07 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.
PART 2 - PRODUCTS
2.01 HIGH STRENGTH EPDXY RESIN ADHESIVE FOR INJECTION
A. Epoxy injection adhesive shall be Master Builders SCEI Concresive 13BO as manufactured by
Degusso Budding System% or opproved equal. The material shall meet or exceed the
following requirements:
Property & Test Method Result
Compressive Strength (ASTM 0695) 16,DOO PSI
Compressive Modulus (ASTM D695) 535,ODO PSI
Tensile Strength (ASTM D638) 9,000 PSI
Tensile Elongation X at Break [ASTM D638) 2.5 %
nexurad Strength (ASTM D790) 12,DO0 PSI
Flexural Modulus (ASTM D790) 600,000 PSI
Slant Shear Bond Sirength (ASTM C882) 14 day -3,070 PSI
Bond Strength (AASHTO 237) 1 doy-5,ODO PSI
3 doy=4.000 PSI
14 doy=45DO PSI
Heat Deflection Temp. (ASTM D648) 134: F
)ESCRIPTION
REVISIONS
B. Surface Sealant: Concresive 1490 Posts 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 9 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 crack or other areas of
application between entry ports as needed. For through cracks a surface seal shall he
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.
a. 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.
B. Non-compliqnt Work: 0 inspections reveal non-compliant Work or Work that was not
installed per Specifications, and/or manufacturer requirements, remove adjacent Work until
3.04 a location is reached where installation was performed properly.
C. When cracks are 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.
D. Surface Seal material and injection adhesive runs or spills shall be removed from concrete
surfaces.
E. 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 CLEAN UP
At conclusion of work remove all equipment. debris, and excess material and leave area broom
clean.
SECTION 039,30
CONCRETE SPALL PATCHING
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Furnishing of material% labor, transportation, tools� and equipment necessary to repair and
restore spoiled concrete areas and large cracks.
1.02 RELATED WORK
A. Section 0370D - 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
I ensure efficient and orderly sequence of installation of interdependent construction elements.
a. Coordinate clumpster location, staging and storage requirements with the Engineer.
1.D4 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable fair subsequent
Work. Beginning new Work means acceptance of existing conditions.
B. Verify that utility services are available, of the correct characteristics ond in the correct
location.
1.05 REFERENCES
A. Referenced Codes and Stimclards: Comply with the most recent publications of the
following codes, specifications, and standards.
1. Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulfing 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. ALI 301 Standard Specification for Structural Concrete.
4. ACI 308 Guide for Consolidation of Concrete.
5. ACI 318 Budding Code Requirements far Reinforced Concrete.
6. ACI 546R Concrete Repair Guide.
7. ASTM C33 Standard Specification far Concrete Aggregate&
B. ASTM C94 Standard Specification for Ready -Mixed Concrete,
9. ASTM C150 Standard Specification for Portland Cement
10. ASTM C260 Standard Specification far Air -Entraining Admixtures for Concrete.
11. ASTM C309 Standard Specification far Liquid Membrane -
Forming Compounds for Curing Concrete.
12. ASTM C469 Standard Test Method for Static Modulus of Elasticity and
Polsson'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 Bare
for Concrete
15. ASTM C881 Standard Specification for Epoxy -Resin -Base Bonding Systems
for Concrete.
16. ASTM CIG42 Standard Test Method far Bond Strength of Latex Systems Used
With Concrete.
1.DS SUBMITTALS
A. Submit product data.
B. Submit copy of recommended manufacturer's product Installation Instructions.
C. Approval by Englneer 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 far the services of Inspector far continuous
inspections of all spoil repair work. Inspector will be continuously present during the spoll
repair operations. and wig make written reports to the Engineer, and certifications to the
Engineer as to compliance with Repair Documents and Specifications.
Tam
Cash & Associates
1.09 DELIVERY, STORAGE and HANDLING
A. Deliver products in original unopened containers with the manufacturer's name. labels.
product identification and batch number.
0. Store and condition the specified product& 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 Buildiing 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 vefificaUm that the alternate products art equivalent to the specified Master
Builders products. All ofternate materials must come from a single manufacturer to qualify
for a "system warronty". 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 "Mosterpotch 240 CR".
Provide single component. flowable, cementitious micro concrete for resurfacing distressed
c ncrete. 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 7.1300 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,ODO 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 Muster Builders "Emoco S8B Cl"
Provide a one -component rheoplastic, 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 11,0130 psi at 28 days when tested in
accordance with ASTM C109.
3. The flexural Strength shall meet or exceed 1,00g) psi at 7 days when tested in
accordance with ASTM C348.
4. Slant shear bond strength shall meet or exceed 2,50D 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.
t.NU1NttK BRE
919 BAYSIDE DRIVE
SCALE
I AD
DESIGNER BRE
Newport Beach, CA
NO SCALE
PROJECT NUMBER
5T72 BOLSA AVE., SUITE 100
HUNTINGTON BEACH. CA 92649
CAD OPERATOR
TEL: (714) 895-2072
JK
J0990065
CHECKER RHM
FAX: (714) 895-1291
GENERAL NOTES
DRAWNG NUMBER
PROJECT MANAGER RHM
GN -3
ca
2.03 RELATED
MATERIALS
3.04 INSPECTION
PART 2 - PRODUCTS
3.09 CURING TIME
A.
Anti -Corrosion Reinforcing Bar Coating: Provide polymer-modifled, cement based coating
with corrosion inhibiting admixture to provide protection for steel reinforcing where specified.
A.
During execution of Work. inspect Work to assure crplionce with manufacturer's guidelines.
these Specifications when they exceed manufacturers guidelines, and construction
2.01 MANUFA I CTURERS
A. Curing of joint sealants varies with temperature and The following times assume
good
practice.
A. Degusso Building
uhumidity.
75 degrees F (24 degrees Q, 50 percent relative h midity, and joints 1/2 inch (13 mm)
L Emoco P-24 by Master Builders.
Systems Products (Hydrozo. Master Builders. Sonnebom, Thoro and ThDRoc)
wide by 1/4 inch (6 mm).
B.
Liquid Membrone-Forming Curing Compound: Use curing compound conforming to ASTM
C309, Type
0.
Non -Compliant Work: It inspections reveal non-compliant Work or Work that was not
installed per Specifications. and/or manufacturer requirements. remove adjacent Work until a
B. Other Manufacturer may be used upon approval of the Engineer. Alternate product data
shall include verific"ition that the alternate products are equivalent to the specified Master
1. Skins: Overnight or within 24 hours.
2. Functional: Within 3 days.
at a minimum applicotlon rate of 300 square feet per gallon.
location is reached where installation was performed properly.
Builders products. All alternate materials must come from a single manufacturer to qualify
3. Full Cure: Approximately I week.
1. Mosterkure 20OW by Master Builders.
3.05 CURING
for a "system warranty". Submittal of request for use of alternate products must be
submitted 10 days prior to bid date.
3.10 INSPECTION
2.04 REINFORCEMENT
MATERIAll
A.
All repaired surfaces must be cured for a minimum of 5 days with one of the following
methods.
2.02 BACKER ROD
A. During execution of Work, inspect Work to assure compliance with manufacturer's guidelines.
A.
Reinforcing steel: Conforming to ASTM A615. 60 list yield grade billet -steel deformed bars.
A. Closed -Cell
these Specifications when they exceed manufacturer's guidelines. and good construction
PART 3 - EXECUTION
1. Wet cure with burleen or wet burlap
proctice.
2. Sheeting material
2.03 JOINT FILLER/SEALANT
B. Non -Compliant Work: H'Inspections reveal non-compriont Work or Work that was not
101 SURFACE
PREPARATION
3. Curing Compound
A. Polyurethone Sealant: Three-cornfonent, highly flexible, high performance. n on -priming,
installed per Specifications. and/or manufacturer requirements, remove adjacent Work until
a location is reached where installation was performed properly.
A-
All repair areas shah be prepared In accordance with International Concrete Repair Institute's
'Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from
B.
Protect cured areas from storage and traffic during curing period.
polyurethane sealant, ASTM C920 1,e M, Grade NS. Class 25, Use NT T. M. A. G and 0.,
Canadian S
_pecification CAN/CGSB-1 .24-1190. Classification MCG -2 -4D' -A -N, No. B1029; UL
clas3ified (fire resistance):
3.1. CLEANING
Reinforcing Steel Corrosion" (Guideline No. 03730.) This includes but is not limited to the
followin(I
3.06 CLEANING
A. Remove uncured sealant and joint filler with xylene. toluene. MEK, or other sealant
1. Acceptable Product Sonolostia NP 2 tm by Degusso Building Systems.
manufacturer approved cleaning agent.
1. Remo" loose or deteriorated concrete around corroded reinforcing steel. Removals
shall be performed with chipping hammers or other method. subject to the Engineer's
A.
General: Keep area clean during repair operation. remove and clean promptly, mortar, or
epoxy spite with appropriate tools and solvents without damaging concrete. Collect and
2. Color to match adjacent materials.
B. Remove cured sealant by cutting with sharp -edged tool.
prior approval. Chipping hammers shall not be in excess of 20 pound rating.
maintain site in a clean and orderly condition. Remove debris daily from site.
2.04 RECONSTRUCTED JOI
C. Remove thin films by abrading.
2. Once removals are made. proceed with chipping beneath all exposed corroded bar&
This will provide clearance for cleaning under the bar. Concrete shall be removed such
B.
Final Cleaning: Remove all mortar splatters. epoxy spills from the repair area and adjacent
structures acceptable to the Engineer.
A. Refer to Type S1 or Type S2 spoil Section 03930 for specifications on reconstructing the
D. Remove debris related to application of sealants from Project site per applicable regulations
that a ',,. inch clearance under the bar is achieved. or X inch greater than the largest
joint.
for hazardous waste disposal.
aggregate used in the repair.
2.1. PRIME
3.12 PROTECTION
3. Concrete removals shall extend along the bars to [motions olong the bar free of bond
inhibiting corrosion. Removals shall extend two inches minimum beyond the location of
SECTION 03950
CONCRJETE MNT REPAIR
A. As recommended by manufacturer.
A. Protect Work from contaminating substances and damage resulting from other construction
corrosim-free bars.
PART 3 - EXECUTION
operations or other causes so that sealed joints are without deterioration or damage at
time of Project completion.
4. If non -corroded reinforcing bars are exposed during the undercutting, care will be taken
not to damage the bond between the bar and the concrete.
PART 1 - GENERAL
1.01 WORK INCLUDED
3.01 Preparation and application of repair products shall be in conformance with the manufacturer's
recommendations.
5. Loose reinforcement shall be secured in place by tying to other secured bars or by
approved method.
A.
Furnishing of materials, labor, transportation, tools. and equipment necessary to repair and
3.02 All concrete repairs as specified herein are to be performed above the water level in front of the
restore joints.
wall. Contractor shall coordinate his efforts with the Area Tidal Fluctuations.
6. If the reduction of the cross sectional area of the existing reinforcing exceeds 25
1.02 RELATED
WORK
3.03 SURFACE PREPARATION
percent, supplementing reinforcing will be required. Refer to drawings for table of
minimum bar diameters.
A.
Section 037DO - Concrete Epoxy Adhesive Injections
A. The joint and adjacent substrate must be clean, sound and dry. Remove all traces of the
7. Repair configurations should be kept as simple as possilble to minimize boundary edges.
B.
Section 03930 - Concrete Spoil Patching
old sealant. dust, grease. curing compounds. w:xes, impregnations. foreign particles,
1.03 COORDINATION
efflorescence and other bond inhibiting material from the surface. Blow joint free of dust
B. At edge locations, provide right angle cuts to the concrete surface by saw -cutting 3/4
inch or less as required to amid cutting reinforcing steel.
A.
usingr1compressed air line equipped with an oil trop. Install closed cell backer rod to
preve t 3sided adhesion, control sealant depth and provide a tooling base.
9. After removals and edge conditioning ore complete. remove bond -inhibiting materials by
Coordinate scheduling, submittals. and Work of various sections of the specifications to
ensure efficient and orderly sequence of installation of interdependent construction elements.
3.1. DESIGN REQUIREMENTS
abrasive blasting or high pressurefwater blasting. Protect thet bay water from falling
debris. Check concrete surfaces a ter cleaning to insure that he surface is free from
B.
Coordinate dumpster location, staging and storage requirements with the Engineer.
A. Design depth of sealant to be 1/2 width of joint.
loose aggregates.
1.04 EXAMINATION
B. Maximum Depth: 1/2 inch.
C. Minimum Depth: 1/4 inch.
10. Presook repair substrate to a saturated surface dry condition.
A.
Verity that existing site conditions and substrate surfaces are acceptable for subsequent
D. Maximum recommended width: 2 inches.
B.
Bar Protection and Bonding
Work. Beginning new Work means acceptance of existing conditions.
3.1. EXTENT OF REPAIR
1. Following completion of repair preparation. apply onti-corrosion reinforcing bor coating
0.
Verify that utility services are available, of the correct characteristics and in the correct
location.
A. The extent of repair shall be from mudline or rockline to top of wall.
to the exposed reinforcing.
3.06. PRIMING
2. Bond the repair material to the prepared area by appling a slurry bond coat of the
repair m;terial to the prepared area with a stiff bristle brush or broom. Do not allow
1.05 SUBMITTALS
A.
Submit product data.
A. Where circumstances or substrates require primer, comply with the following requirements:
the slurr to dry prior to installation of the repair material. Do not retemper this
bond coat.
1. Apply primer full strength with brush or clean, lint -free cloth. Apply primer to a light,
B.
Submit copy of recommended manufacturer's product installation Instructions.
uniform coating. Porous surfaces require more primer. Do not over apply. Do not
C.
Cracks greater than X inch wide (Type 'CT)
C.
Approval by Engineer Is required before beginning Work affected by submittals.
apply primer onto face of substrate.
1. Remove loose or deteriorated concrete around crack. Remove additional concrete as
1.06 QUAUTY
ASSURANCE
2. Allow primer to dry before applying joint sealants. Depending on temperature and
required to apply patching material. Surface preparation shall be in accordance with
humidity, primer will be tack free in 15 to 120 minutes.
manufacturers recommendations.
A.
�n��tifirgtlonx Acceptable to the Engineer upon furnishing documented experience
3. Prime and sea[ on same workday.
2. Removals shall be performed with chipping hammers or other method, subject to the
years experience on projects of similar nature.
(5) r
Engineees prior approval. Chipping hammers shall not be in excess of 20 pound rating.
B.
Comply with Manufacturers' instructions related to mixing and placing of the materials.
3.07 MIXING
3. Repair configurations should be kept as simple as possible to minimize boundary edges.
C.
Protection of Work: Protect installed work and the public from debris or foiling hazards
A. Mix sealant and color pack per manufacturer's printed instructions.
4. At edge,locations. provide right angle cuts to the concrete surface by saw -cutting 3/4
related to the work.
3.1. INSTALLATION
inch or ess as required to avoid cutting reinforcing steel.
1.07 INSPECTION
A. Back -Up Material:
5. After removals and edge conditioning ore complete, remove bond -inhibiting materials by
abrasive blasting or high pressurefwater blasting. Protect the bay water from falling
A.
Inspections: Owner will wange and pay for the services of Inspector for continuous
inspections of all joint repair work. Inspector will be continuously during the joint
1. Install appropriate size backer rod, larger than joint where necessary per
debris. Check concrete surfaces a ter cleaning to insure that the surface is free from
present
rap operations, and will make written reports to the Engineer, and certifications to the
manufacturer's recommendations, and in manner to provide concave sealant profile.
loose aggregates.
Eng?iter as to compliance with Repair Documents and Specification&
2. Where joint depth does not permit installation of backer rod. install adhesive -backed
6. Presook repair substrate to a saturated surface dry condition.
1.08 DELIVERY.
STORAGE HANDLING
polyethylene bond -breaker tape along entire back of joint to prevent 3 -sided adhesion
and
of joint sealant.
3.02 MIXING
A.
Deliver products in original unopened containers with the manufacturer's norrie, lobels.
B. Sealant:
A.
Mechanical mixing is recommended with the use of a slow speed dril and a jiffier type
paddle, or in an appropriate mortar mixer. Typical mixing time is 3-5 minutes. Do not
B.
product identification and botch number.
Store and condition the specified products as recommencled by the manufacturer. Products
1. Verify that temperature and moisture conditions are within manufacturer's acceptable
limits.
add more water Acrylic Polymer) than is recommended by the manufacturer. Do not
VmInutes.
shall remain unopened until ready for use.
B.
mix longer than
Only that poefion of material that can be properly mixed within 10 minutes of application
C.
Where mixing of components is required. use complete pre -measured units.
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.
should be mixed
D.
Handle products with appropriate precautIon5 and care as stated on Material Safety Data
Sheet.
3. Using clean. dry tool with rounded edge, and of appropriate width for each joint, tool
3.03 APPUCATION
freshly installed sealant to provide preferred concave profile, to ensure intimate
contact between sealant and substrate, and to provide neat appearance. Where surface
C.
Apply fresh concrete to the bond coat. Place repair concrete according to manufacturer's
aggregate doeis not permit proper tooling, install sealant and backer rod so that face
recoirimenclation&
ofdoint is recessed behind exposed aggregate, and sealant is bonded to firm, even
su ace.
D.
Evaporation Retarder. Where rapid surface evaporation may occur. apply specified
evaporation retarder according to manufacturer's recommendations.
4. Use dry tooling method. Do not use tooling agents such as soapy water or solvents
that have not been approved by sealant manufacturer.
E.
Finishing: Completed repair surfaces should be straight. true and match existing profiles.
Do not overvtork the surface.
ENGINEER BRE
SCALE
919 BAYSIDE DRIVE
DESIGNER BRE
Newport Beach, CA NO SCALE
5772 BOLSA AVE., SUITE 100
HUNTINGTON BEACH, CA 92649 CAD OPERATOR
PROJECT NUMBER
SUBMITTAL TO BUILDING DEPARTMENT_ BRE
TEL: (714) 895-2072 JK
309-90065
DATE
DESCRIPTION BY
Cash & Associates FAX: (714) 895-1291 CHECKER
RHM
GENERAL NOTES DRAWING NUMBER
REVISIONS - I
I
i PROJECT MANAGER RHM
GN -4
--) r
REPAIR AND REMOVAL PLAN
19 SCALE 1 "=20'-O"
SUBMITTAL TO BUILDING DEI
NO. I DATE DESCRIPTION
Z
REVISIONS
REMOVAL NOTES:
1-11 REMOVE EXISTING WALL AND FOOTING.
n2 REMOVE EXISTING CONCRETE SIDEWALK.
F-3] EXCAVATED BEHIND EXISTING WALL AS SHOWN IN DETAIL @4
REMOVE A PORTION EXISTING TIE RODS AS SHQ
OF N!N IN DETAIL; ---A
QUANTITY AND LOCATION OF 71E RODS IS UNKNOi . �E)
REMOVE EXISTING PILE CAP, TIE ROD AND EXISTING CONCRETE WALL PANELS.
[6] REMOVE EXISTING GANGWAY AND LANDING.
F71 REMOVE EXISTING PLATFORM PILES AND GANGWAY.
(EXCEPT AS PERMITTED PURi�ANT TO SPECIAL CONDITION 1 TO CDP
5-D15-145. THIS WORK WLL NOT OCCUR UNTIL AN AMENDMENT FOR
P-11-29-73-2313 HAS BEN SUBMITTED AND APPROVED)
F-8] REMOVE EXISTING PLANTER.
n9 REMOVE EXISTING PILE CAP COPING AND REINFORCING. SEE SHEET S-12
FOR REPLACEMENT DETAILS.
Ro CRACK AND SPALL REPAIR OF EXISTING WALL. WALER AND PILE CAP.
SEE SHEET S-14.
0 10' 20' 40'
m2lt��
GRAPHIC SCALE: 1*=20'
Cash & Associates
EXISTING TIE ROD
(1V;1H) OR AS PER
GEOTECHNICAL
RECOMMENDATIONS
EXISTING DOCKS
m
N 89*05'58'W
EXISTING BULKHEAD—/
LINE
EXISTING PILE CAP��!
COPING TO REMAIN
PLAN @ CORNER
SCALE: 6"=l' -O"
AFTER THE SOIL BEHIND THE EXISTING
WALL IS REMOVED AS SHOWN, REMOVE
EXISTING CAP, TIE ROD AND CONCRETE
PANEL
EXISTING CONIC.
SHEET PILE PANELS
TO BE
REMOVED
v MLLW = 0.00
v LOW WATER - -2.00
/-MUDUNE
A
R-1 EXISTING PILE CAP
4 COPING TO BE TRACK BOUNDARY
KA'� REMOVAL
SECTION
REMOVED
�-1 SCALE: 6"=l'
-O"
N
2 2169443.97
E 6061538.94
Al Al
--) r
REPAIR AND REMOVAL PLAN
19 SCALE 1 "=20'-O"
SUBMITTAL TO BUILDING DEI
NO. I DATE DESCRIPTION
Z
REVISIONS
REMOVAL NOTES:
1-11 REMOVE EXISTING WALL AND FOOTING.
n2 REMOVE EXISTING CONCRETE SIDEWALK.
F-3] EXCAVATED BEHIND EXISTING WALL AS SHOWN IN DETAIL @4
REMOVE A PORTION EXISTING TIE RODS AS SHQ
OF N!N IN DETAIL; ---A
QUANTITY AND LOCATION OF 71E RODS IS UNKNOi . �E)
REMOVE EXISTING PILE CAP, TIE ROD AND EXISTING CONCRETE WALL PANELS.
[6] REMOVE EXISTING GANGWAY AND LANDING.
F71 REMOVE EXISTING PLATFORM PILES AND GANGWAY.
(EXCEPT AS PERMITTED PURi�ANT TO SPECIAL CONDITION 1 TO CDP
5-D15-145. THIS WORK WLL NOT OCCUR UNTIL AN AMENDMENT FOR
P-11-29-73-2313 HAS BEN SUBMITTED AND APPROVED)
F-8] REMOVE EXISTING PLANTER.
n9 REMOVE EXISTING PILE CAP COPING AND REINFORCING. SEE SHEET S-12
FOR REPLACEMENT DETAILS.
Ro CRACK AND SPALL REPAIR OF EXISTING WALL. WALER AND PILE CAP.
SEE SHEET S-14.
0 10' 20' 40'
m2lt��
GRAPHIC SCALE: 1*=20'
Cash & Associates
EXISTING TIE ROD
(1V;1H) OR AS PER
GEOTECHNICAL
RECOMMENDATIONS
EXISTING DOCKS
m
N 89*05'58'W
EXISTING BULKHEAD—/
LINE
EXISTING PILE CAP��!
COPING TO REMAIN
PLAN @ CORNER
SCALE: 6"=l' -O"
AFTER THE SOIL BEHIND THE EXISTING
WALL IS REMOVED AS SHOWN, REMOVE
EXISTING CAP, TIE ROD AND CONCRETE
PANEL
EXISTING CONIC.
SHEET PILE PANELS
TO BE
REMOVED
v MLLW = 0.00
v LOW WATER - -2.00
/-MUDUNE
KA'� REMOVAL
SECTION
�-1 SCALE: 6"=l'
-O"
ENGINEER
BRIE
919 BAYSIDE DRIVE
SCALE
"=20'
DESIGNER
BRIE
5772 BOLSA AVE., SUITE 100
Newport Beach, CA
1
PROJECT NUMBER
HUNTINGTON BEACH. CA 92649
CAD OPERATOR
TEL: (714) 895-2072
JK
30.9,90065
CHECKER
RHM
FAX: (714) 895-1291
REPAIR
AND REMOVAL PLAN AND SECTION
DRAWING NUMBER
PROJECT MANAGER
RHM I
R-1
OVERALL PLAN
SCALE 1'=20'-O' 0
TO
REVISIONS
NORTH BAY FRONT
Cash & Associates
5772 BOLSA AVE., SUITE 100
HUNTINGTON BEACH, CA 92649
TEL: (714) 895-2072
FAX: (714) 895-1291
ENGINEER EIRE
DESIGNER BRE
CAD OPERATOR TCN
CHECKER RHM
PROJECT MANAGER RHM
TASKS
DESCRIPTION
OTY
UNITS
I
CONSTRUCT CONCRETE SHEET PILE WALL
438
LF
2
CONSTRUCT CONCRETE RETAINING WALL
438
LF
3
CONSTRUCT 8 FOOT WDE CONCRETE WALKWAY
433
LF
4
CONSTRUCT PILE SUPPORTED CONCRETE PLATORM A
I
EA
5
CONSTRUCT PILE SUPPORTED CONCRETE PLATFORM B
I
EA
6
CONSTRUCT PILE SUPPORTED CONCRETE PLATFORM C
1
EA
7
INSTALL CONCRETE PILES AT PLATFORM A
2
EA
a
INSTALL CONCRETE PILES AT PLATFORM B
I
EA
9
INSTALL CONCRETE PILES AT PLATFORM C
2
EA
10
INSTALL TIE -BACK ANCHORS
37
EA
11
CONSTRUCT CONCRETE DEADMAN ANCHOR
414
LF
12
CONSTRUCT PILE CAP
438 1
LF
13
INSTALL 42 INCH HIGH GUARDRAIL
462
LF
14
BLOCKOUTS FOR FUTURE RECESSED LIGHT
21
EA
15
REPLACE DOSTING PILE CAP ALONG PROMONTURY BAY
85
LF
16
CONCRETE REPAIR E)GSTING PILE CAP COPING
212
LIF
17 1
CONCRETE REPAIR DOSTING WALER
597
LF
919 BAYSIDE DRIVE
Newport Beach, CA
OVERALL PLAN
1"=20' 1
PROJECT NUM RRI
J09�
DRAWING NUMBER
S-1
C.J.
EXISTING PILE 53.75- (REF.) 169.41' (Rff
CAP 70 REMAIN NEW DEADMAN 7
EXISTING SEAWALL NEW CONC. WALL S-11
BELOW + +
RETAINING WALL
CONC. WALL----__. 4 -WI 6.00- 10.00- 12.DO' 12.00- 12,00' 1 4.00 FOOTING
BY OTHER
NEW DEADMAN
WALKWAY
BY OTHERS
NEW TIEROD TYP. DEADMAN CONSTRUCTION
7 JOINT SEE 6/S-11
20.00' -11 F
—(RECESS LIGHT 20.00' S NEW CONC- WALL
BLOCKOUT)
----------- --------------- + r + <
14
IV t�/ ::E
jcmol 6.DO' 12.00' 12.00' 12.00' 12.00' 12.00' 12.00' 12�00' 12.00' 12.00' 12.00'
"'01
WP13
4 T-
20.00'
00, Z3
4 3 TTP (RECESS LIGHT
20.00'
WP14 .4 TIE BLOCKOUT)
AR
CUE - - - - - - - - - -
E
-3 1 1 -1. -
/" �3
S S
(N) SEAWALL
BELOW Cci
- - - - - - — - - - - -- - - - - - - - - - - -
-FO W - - - - - - - -- - - - - - - - - - -- - - - - - - - :z - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - -- - - - - - - -- �---
PLATFORM 'A Z3 Z3 3
V#2
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10.00' 10.00, NEW 8'-0" WIDE CONIC. WALKWAY 16 SPACES 0.10.0' = 160.6
PTA PANEL 13 -PI PANELS 52.0' P4 2
1� , P4-- 88-Pl PANELS = 352ff RI -1
61.44- (REF.) ±360.6 (REF.)
01 ' 2' 4' 8. 16'
WALKWAY PLAN @ m ;I == FF�
SCALE: 1/8'= V -O' GRAPHIC SCALE: 1/8'=I' -O'
DESCRIPTION
REVISIONS
NEW CONIC. WALL
PILE SCHEDULE
ENGINEER
1. REFER TO CIVIL REFERENCE DRAWING, NOTED ON SHEET
BRE
5772 BOLSA AVE., SUITE 100
um
DESIGNER
BRE
HUNTINGTON BEACH, CA 92649
CAD OPERATOR
APPROX
Tip
ELEVATION
(MLLW)
TEL: (714) 895-2072
PILE 1
JK
Cash & Associates FAX: (714) 895-1291
CHECKER
-23.00
LEGEND
CONIC. WALL
RHM
BY OTHERS
PROJECT MANAGER
-23.00
FLUORESCENT CAST BRONZE STEP LIGHT BY HYDREL COMPANY
PLATFORM 'El'
RHM
NEW CONIC. WALL
PILE SCHEDULE
NOTES:
1. REFER TO CIVIL REFERENCE DRAWING, NOTED ON SHEET
GN -1 FOR THE FOLLOWING:
PLATFORM 'A'
- hNISHED SURFACE ELEVATIONS OF WALKWAY,
SIZE
ELEVATIONS OF FLOW LINE ON WALKWAY,
APPROX
Tip
ELEVATION
(MLLW)
- DRAM LOCATIONS ON WALKWAY.
PILE 1
2. SEE DETAIL 4/S-9 FOR CONSTRUCTION JOINT AT PILE CAP
16-0
3- SEE DETAIL SHEET SI.2 FOR COORDINATE POINTS
-23.00
LEGEND
CONIC. WALL
-E- LOCATION OF BLOCKOUT FOR FUTURE RECESSED UGHT AND
BY OTHERS
CONDUIT. SIZE OF BLOCKOUT BASED ON A COMPACT
-23.00
FLUORESCENT CAST BRONZE STEP LIGHT BY HYDREL COMPANY
PLATFORM 'El'
PART NUMBER 4453-B-130TT-120-IPL-LPI-BZ.
cci CRACK CONTROL JOINT. DETAIL 5A/S-8
ci CONSTRUCTION JOINT, DETAIL 5A/S-10
WCCJ WALL CRACK CONTROL JOINT, DETAIL 4A/S-B
PILE I
WEJ WALL EXPANSION JOINT. DETAIL 5/S-11
NEW CONIC. WALL
PILE SCHEDULE
PLATFORM 'A'
LOCATION
SIZE
APPROX
FINISH TOP
ELEVATION
(MLLW)
APPROX
Tip
ELEVATION
(MLLW)
APPROX
PILE LENGTH
(MLLW)
PILE 1
SEE DETAIL I/S3
16-0
B-75
-23.00
31.50
PILE 2
SEE DETAIL I/S3
16-0
8.75
-23.00
31.50
PLATFORM 'El'
PILE I
SEE-DETAJL I/S4
16-0
8.75
-2300
31.50
PLATFORM "C"
P iLE1
SEE DETAIL I/S5
1 16'0
1 8.75
-23.00
PILE 2
SEE DETML I/S5
1 16'0
1 8.75
-23.00
9 19 BA YSIDE DRIVE
Newport Beach, CA
WALKWAY PLAN
SCALE
AS NOTFD I ZnD
PROJECT NUMBER
J0990065
DRAWING NUMBER
S-1.1
C GARY
",�TRA KBOUN
WALL Y OTHERS
----------------
NEW RETAINING WALL 7
NEW PILE CAP COPIN
- q. SEAWALL
BULKHEAD ONE N87M'58"E
PARTIAL PLAN MEW
,It, SME: 1/4' = f-0'
WALL
I
P3 PANEL PLAN VIEW
\11 �11 sckL. I" = 1'-G'
DESCRIPTION.
REVISIONS
K-2-"), P5 PANEL PLAN MEW
�,Sjl�.2 SCALE f = l' -O'
CONTRACTOR TO VERIFY
DIMENSIONS IN FIELD
W WALL
L
4
WP14
EXISTING----�'� 4 -
WALL
EXISTING -Z
KEY
PIA PANEL
(1) Pl PANEL TO EXISTING
\,� �12 SCME. I' = I'-0'
'ANEL
DXY COATED
0 8' D.C.
DATED
WALL
ENGINEER BRE
-jE-SIGNER
5772 BOLSA AVE.. SUITE 100 BRE
um HUNTINGTON BEACH. CA 92649 CAD OPERATOR
TEL: (714) 895-2072 JK
Cash & Associates FAX: (714) 895-1291 CHECKER RHM
FR-0JECTMANIAGER RHM
(-3-'� P2 PANEL PLAN MEW
� �1. 2 SME: I" = l' -O*
COORDINATES
POINT
NORTHING
EASTING
REMARKS
1
2169444.87
6061538.92
C. OF PANEL
2
216945D.52
6061179.30
It OF PANEL
3
2169464.23
6061179.51
TL OF PANEL
4
2169465.21
6061117.67
TL OF PANEL
5
2169443.87
6061538-91
FACE OF CAP
6
2169446.85
6061540.45
OUTSIDE CORNER OF CONCRETE WALL
7
2169453.35
6061540.55
OUTSIDE CORNER OF CONCRETE WALL
8
2169449.64
6061362,72
OUTSIDE CORNER OF CONCRETE WALL
9
2169456.14
6061362.82
OUTSIDE CORNER OF CONCRETE WALL
10
2169449.83
6061350.72
OUTSIDE CORNER OF CONCRETE WALL
11
2169456.33
6061350.82
OUTSIDE CORNER OF CONCRETE WALL
12
2169452.49
6061181.33
OUTSIDE CORNER OF CONCRETE WALL
13
2169467.49
6061181.57
INSIDE CORNER OF CONCRETE WALL
14
2169468.34
6061127.82
OUTSIDE CORNER OF CONCRETE WALL
15
2169474.83
6061127.92
OUT IDE CORNER OF CONCRETE WALL
919 BAYSIDE DRIVE
Newport Beach, CA
DETAILS
AS NOTED I /A
PROJECT NUMBER
J0990065
DRAWING NUMBER
S-1.2
EL 7.GO'
REVISIONS
ME: 1/2`--I'-G*
5772 BOLSA AVE., SUITE 100
HUNTINGTON BEACH. CA 92649
TEL: (714) 895-2072
Cash & Associates FAX: (714) 895-1291
ENGINEER BRE
DESIGNER BRE
CAD OPERATOR JK
CHECKER RHM
PROJECT MANAGER RHM
919 BAYSIDE DRIVE
Newport Beach, CA
TYPICAL SECTION AT WALKWAY
AS NOTEDI Z -LN,,
A
PROJECT NUmBEjR
J0990065
DRAWING NUMBER
S-2
r2
90 10'
Ci
GUARDRAIL 6--3 1/2 -
BY OTHERS-----__, PUBLIC WALKWAY NEW CONIC. PLATFORM 'A"
X -1-
V -O
-�4
CONC. WALL SURFA - - - - - - - - -
BY OTHERS L
ll-� (TYP.)
r 1
RETAINING WALL FOOTING
1: PILE
----------------------------------------------- --- -----
- ------------------
P
SIA
JIVIL TO. CONIC LATFORM
---------------
RE"FIE'LEENCLE UIDILG 'LEV. SEE GUARDRAIL. SEE@
I E CIVIL
CONC WALK REFERENCE DING
BY OTHERS 2'-0' MIN LAP
A! DRAIN. SEE CIVIL
J5 0 12- OC
REFERENCE DWG FOR 0 SE W LL
T.O. SEAWALL E.W. T&E
ELEVATION & DETAIL. L
EL, L8*50
CONCRETE OPE
RETAINING WALL
------ 14.80') TO, GANGWAY PLATFORM LEVEL
(T.O.W. EL
—DRAIN. SEE CIVIL
GUARDRAIL R REFERENCE OWG FOR
SEE /14 1\ ELEVATION & DErAlL TOF EL. 1150 r i
START OF
------ CLR HIGH WATER 7.50
NEW Ci
RAMP I i F-
E CAP ELILE Ll i -
2
VARIES
CJ SEE EL. 6.00 S-8
8/S-10
IIISTING T SWALE—
WALER —PILE CAP BELOW
ELEV +8.50
BELOW
-------------------------------------------------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - -- - - - - -
NEW SEAWALL
ClI - - — - - -- - - --4- - — - - — - - — -� - — -- — -- — -- 4�— - -
I- - - - - - - - - - - - - - - - - - - - - - - - ONCRETI PILE
7 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - --- - - - - -C
IL - -./ - I
---------- - ------------------------------
CJ SEE
TOP OF SEAWALL (PILE CAP)
B/S-10
ELEV +8.50
MLLW 0.00
E Cci Oci
MUDLINE = VARIES (-1.50 MIN)
5 LOW WATER - -2.00
MUDLINE
- — -- -- — - — -
NEW GUARDRAIL
SEE @
------ ------ FOR INFO. NOT SHOWN,
SEE SECTION(
CONCRETE PILE
TYP
E
6--2- 10'-D* 5--0-
21'-2'
PLATFORM "A" PLAN PLATFORM "A" SECTION
SCAM 1/2'--f-O'
SIM: 1/2'-4-0*
ENGINEER SCALE
BRE
919 BAYSIDE DRIVE
E DESIGNER
Newport Beach, CA AS NOTEDI AA
5772 BOLSA AVE., SUITE 100 BRE
A HUNTINGTON BEACH. CA 92649 CAD OPERATOR PROJECT NUMBER
SUBMITTAL TO BUILDING DEPARTMENT BRE um TEL: (714) 895-2072
TCN J0990065
NO. DATE DESCRIPTION BY Cash & Associates FAX: (714) 895-1291 CHECKER RHM PLAN & SECTION @ PLATFORM A DRAWING NUMBER
REVISIONS PROJECT MANAGER RHM S-3
9
CONCRETE REtAJNING
BY
— — — — — — — — — — — — -- — —
lam. 3'-0'
6'-0 3'-0'
C.
E BEDED HARDWARE,
M
REFER TO GANGWAY
MANUFATURER FOR k
MORE INFO.
r2"\ GUARDRAIL
CONCRETE CONCRETE PILE
PLATFORM "B
2'-6
4'-3-
(:E) PLATFORM 'B" PLAN
'\�4 SCALE- 1/2"=1'-0'
IUIMITTAL TO 1UILDING DEPARTMENT
�2 NO.1 DATE I DESCRIPTION
REVISIONS
A' -O'
FOR INFO. NOT SHOWN,
SEE SECTIONS(
r2"� PLATFORM "13- SECTION
\\�' SME: 1/2'=I' -O'
CONCRETE
ENGINEER BRIE
um
5772 BOLSA AVE., SUITE 100
RETAINING WALL
EIRE
HUNTINGTON BEACH, CA 92649
TEL : (714) 895-2072
(T.O.W. EL 14.BO')
TCN
Cash & Associates
FAX: (714) 895-1291
DRAIN. SEE CIVIL REFERENCE
RHM
DWG FOR ELEVATION &
RHM
DETAIL
PILE CAP BELOW---\
Cj
--------------------------------------------
+7
-
C.
E BEDED HARDWARE,
M
REFER TO GANGWAY
MANUFATURER FOR k
MORE INFO.
r2"\ GUARDRAIL
CONCRETE CONCRETE PILE
PLATFORM "B
2'-6
4'-3-
(:E) PLATFORM 'B" PLAN
'\�4 SCALE- 1/2"=1'-0'
IUIMITTAL TO 1UILDING DEPARTMENT
�2 NO.1 DATE I DESCRIPTION
REVISIONS
A' -O'
FOR INFO. NOT SHOWN,
SEE SECTIONS(
r2"� PLATFORM "13- SECTION
\\�' SME: 1/2'=I' -O'
7.50
919 BAYSIDE DRIVE
Newport Reoch, CA
PLAN & SECTION @ PLATFORM B
SCALE
AS NOTEDI LD
PROJECT NUMBER
30990065
DRAWING NUMBER
S-4
ENGINEER BRIE
um
5772 BOLSA AVE., SUITE 100
-6 —ES I GIN —ER
EIRE
HUNTINGTON BEACH, CA 92649
TEL : (714) 895-2072
CAD OPERATOR
TCN
Cash & Associates
FAX: (714) 895-1291
CHECKER
RHM
PROJECT MANAGER
RHM
7.50
919 BAYSIDE DRIVE
Newport Reoch, CA
PLAN & SECTION @ PLATFORM B
SCALE
AS NOTEDI LD
PROJECT NUMBER
30990065
DRAWING NUMBER
S-4
M PLATFORM -C- PLAN
'\�5 SME: 1/2*=I'-O' E)
I/A\l - I SUBMITTAL TO BUILDING DEPARTMENT BRIE
INO.1 DATE I DESCRIPTION
I REVISIONS
10,
FOR INFO. NOT SHOWN,
SEE SECTIONI,--,�
KEP
2 PLATFORM -C- SECTION
S �5 SCU: 1/2"=I' -O*
Umba 5772 BOLSA AVE., SUITE 100
HUNTINGTON BEACH, CA 92649
TEL: (714) 895-2072
Cash & Associates FAX: (714) 895-1291
ENGINEER
BRE
DESIGNER
BRE
CAD OPERATOR
TCN
CHECKER
RHM
PROjECT MANAGER
RHM
919 BAYSIDE DRIVE
Newport Becch, CA
PLAN & SECTION 0 PLATFORM C
I AS NOTEDI
PROjECT NUM R
309�
DRAWING NUMBER
S-5
FINISH SURFACE
WEEP HOLES AT
12'-0' OC. SEE
ELEV 10.45'
PROVIDE FILTER FABRIC AND
CONCRETE AGGREGATE AT
-------
EACH WEEP HOLE.
S�
SEE
6
kEV
STRESS SECTION STRENGTH
TOP CAP AND DOTING EL 8.50�
3'
&JF—
, M
DYWIDAG BAR ROCK AND SOIL ANCHORS
PRESTRESSING STEEL PROPERTIES - ASTM A722
10"
NOMINAL
S�
ANCHOR
STRESS SECTION STRENGTH
EL 11�8.0
WEIGHT
BAR
SIZE
fpu AREA (fPu Ape) 0.80 fpu Apo
0.70 fpu Apo 0.60 fpu APO
(bar Only)
DIAMETER
FILL VCID INSIDE PIPE W/
W
I MP. '2_�_
'rrZ k;s
kN kips
I kN
kips
I kN kip.
I kN
2'
I k,/m
:�ln
CLR
,;.�12m
PANEL DOWELS- SEE—
50
, M
DYWIDAG BAR ROCK AND SOIL ANCHORS
PRESTRESSING STEEL PROPERTIES - ASTM A722
05 0 12' D.C. VERT WITH
12' MIN HOOK
15 0 12' O.0 E.F. HORIZ
-PROVIDE EXPANSION JOINT AT
40 FEET OC MAX. SEE,1-5—,�
DEEP VERTICAL CHAMFER 0
20' 0 ' C MAX. EACH SIDE OF
WALL LOCATION OF JOINT TO
ALIGN WITH CCJ IN SLAB SE`E(2�
�S_�8
BLDCKOUT FOR FUTURE
RECESSED LIGHT AND CONDUIT.
SEE PLAN ON SHEET S-1 FOR
LOCATION.
2'-0'
SWALE SEE NOTE 1
8
40. CONIC. SEE CIVIL
iREFERENCE DRAWINGS
;3'-0' LAP
RECESS WITH" 'r'
NON—SHRINK, HIGH
STRENGTH NDN—METALIC
GROUT AFTER STRESSING
�__15012- D.C.
W1 12- MIN HOOK
.3' 3' CLR
05 0 12- D.C. J�
T&B, F W.
PILECAP WTH 3-18
E.F. & #4 TIES 0 12 -
D.C. PROVIDE Y4'
CHAMFER AS SHOWNJ
PIPE WRAP
7: TAPE SEAL
GROUT SLEEVE
SUBMITTAL TO BUILDING DEPARTMENT BRE
D;�TE DESCRIPTION
REVISIONS
ULTIMATE CROSS ULTIMATE PRESTRESSING FORCE
NOMINAL
MAXIMUM
ANCHOR
STRESS SECTION STRENGTH
—
WEIGHT
BAR
SIZE
fpu AREA (fPu Ape) 0.80 fpu Apo
0.70 fpu Apo 0.60 fpu APO
(bar Only)
DIAMETER
FILL VCID INSIDE PIPE W/
W
I MP. '2_�_
'rrZ k;s
kN kips
I kN
kips
I kN kip.
I kN
PH
I k,/m
:�ln
mm
,;.�12m
PANEL DOWELS- SEE—
50
1.25
1.30T
1 806 187.51
934 150
1 662
131.3
1 534 112.5
1 5DO
4 39
1 - 54
1.46
37.1
05 0 12' D.C. VERT WITH
12' MIN HOOK
15 0 12' O.0 E.F. HORIZ
-PROVIDE EXPANSION JOINT AT
40 FEET OC MAX. SEE,1-5—,�
DEEP VERTICAL CHAMFER 0
20' 0 ' C MAX. EACH SIDE OF
WALL LOCATION OF JOINT TO
ALIGN WITH CCJ IN SLAB SE`E(2�
�S_�8
BLDCKOUT FOR FUTURE
RECESSED LIGHT AND CONDUIT.
SEE PLAN ON SHEET S-1 FOR
LOCATION.
2'-0'
SWALE SEE NOTE 1
8
40. CONIC. SEE CIVIL
iREFERENCE DRAWINGS
;3'-0' LAP
RECESS WITH" 'r'
NON—SHRINK, HIGH
STRENGTH NDN—METALIC
GROUT AFTER STRESSING
�__15012- D.C.
W1 12- MIN HOOK
.3' 3' CLR
05 0 12- D.C. J�
T&B, F W.
PILECAP WTH 3-18
E.F. & #4 TIES 0 12 -
D.C. PROVIDE Y4'
CHAMFER AS SHOWNJ
PIPE WRAP
7: TAPE SEAL
GROUT SLEEVE
SUBMITTAL TO BUILDING DEPARTMENT BRE
D;�TE DESCRIPTION
REVISIONS
I
NOTE 1
THE 2'-0" CAP WIDTH IS A MINIMUM DIMENSION AND DOES
NOT ALLOW FOR MISALIGNMENT OF CONCRETE PANEL.
CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO
THE CAP WIDTH TO MAINTAIN INDICATED CLEARANCES. WIDTH
OF CAP SHALL BE MAINTAINED FOR THE ENTIRE LENGTH OF
NEW CAP.
1'0 A307 STAINLESS STEEL ROD AT 18' OC.
EMBED 6' INTO CAP. SPECIAL INSPECTION REO'D
EXTRUDED, FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD TOP TO HAW GLAZED SURFACE AND
CROWNED. UNCOMPRESSED WIDTH TO BE
GREATER THAN ACTUAL GROOVE WIDTH.
#5 0 12' D.C.. E.W. SLOPE
BEARING PLATE
ENGINEER BRE
IY4'0 DYWIDAG THREADED
W/ PIPE, SEE
RUBBER
BAR GRADE 150, ASTM
DETAIL/-�5
COMPRESSION SEAL
A— 722 ENCASED IN GROUTED
3'
Cash & Associates
PVC PIPE
CU?
FILL VCID INSIDE PIPE W/
CORROSION INHIBITING
RHM
GREASE BEFORE ANCHOR
CORRUGATED PVC
NUT INSTALLATION
SHEATHING PREGROUTED
IN FACTORY
PANEL DOWELS- SEE—
7'
FIELD COAT PROTRUDING
SHEET S-09.
MIN
(_1 SECTI ON
'\�' SUL- 1 1/2" 1'-0*
I
NOTE 1
THE 2'-0" CAP WIDTH IS A MINIMUM DIMENSION AND DOES
NOT ALLOW FOR MISALIGNMENT OF CONCRETE PANEL.
CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO
THE CAP WIDTH TO MAINTAIN INDICATED CLEARANCES. WIDTH
OF CAP SHALL BE MAINTAINED FOR THE ENTIRE LENGTH OF
NEW CAP.
1'0 A307 STAINLESS STEEL ROD AT 18' OC.
EMBED 6' INTO CAP. SPECIAL INSPECTION REO'D
EXTRUDED, FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD TOP TO HAW GLAZED SURFACE AND
CROWNED. UNCOMPRESSED WIDTH TO BE
GREATER THAN ACTUAL GROOVE WIDTH.
#5 0 12' D.C.. E.W. SLOPE
GUARDRAIL — SEE@
T.O. CONC ' EL.
SEE CIVIL REFERENCE
DWGS.
EL 8.50'
CHAMFER
TYPICAL
919 BAYSIDE DRIVE
Newport Beoch, CA
SECTION
SCALE
AS NOTED
PROJECT NUMBER
30990065
DRAWING NUMBER
S-6
BEARING PLATE
ENGINEER BRE
W/ PIPE, SEE
DESIGNER
BRE
DETAIL/-�5
HUNTINGTON BEACH, CA 92649
TEL: (714) 895-2072
CAD OPERATOR
3'
Cash & Associates
FAX: (714) 895-1291
CU?
RHM
PROJECT MANAGER
RHM
7'
FIELD COAT PROTRUDING
MIN
BAR W/ 12 MILLS
AMERLOCK 400
LOCATION OF LAP BAR AT
PILE CAP CONSTRUCTION
JOINT
FIELD COAT ANCHOR NUT
AND BEARING PLATED W1
NOTE:
12 MILLS AMERLOCK 400
FOR CORNER
REINFORCING AT PILE
CAP, REFER TO DETAIL
CONC. WALL PANELS SEE
SHEET S09 FOR REINFORCING
GUARDRAIL — SEE@
T.O. CONC ' EL.
SEE CIVIL REFERENCE
DWGS.
EL 8.50'
CHAMFER
TYPICAL
919 BAYSIDE DRIVE
Newport Beoch, CA
SECTION
SCALE
AS NOTED
PROJECT NUMBER
30990065
DRAWING NUMBER
S-6
ENGINEER BRE
5772 BOLSA AVE., SUITE 1 DO
DESIGNER
BRE
HUNTINGTON BEACH, CA 92649
TEL: (714) 895-2072
CAD OPERATOR
JK
Cash & Associates
FAX: (714) 895-1291
CHECKER
RHM
PROJECT MANAGER
RHM
GUARDRAIL — SEE@
T.O. CONC ' EL.
SEE CIVIL REFERENCE
DWGS.
EL 8.50'
CHAMFER
TYPICAL
919 BAYSIDE DRIVE
Newport Beoch, CA
SECTION
SCALE
AS NOTED
PROJECT NUMBER
30990065
DRAWING NUMBER
S-6
DYWIDAG BAR ROCK AND SOIL ANCHORS
PRESTRESSING STEEL PROPERTIES — ASTM A722
2'-0'
SEE NOTE I
FACE OF WALL
T.D. CON
REFERENCE DRAWING
'If, -O' LAP
BEYOND
CONCRETE
SIDEWALK C. SEE CIVIL
BY OTHERS
TOP CAP AND FooTING EL
hLCRECESS WITH"
0 0 -SHRIN:
NON I-
S
TRENG IW
3- TH � -.ET.0
17 AFTER STRESSING
Y CLR
ULTIMATE CROSS
ULTIMATE PRESTRESSING FORCE
NOMINAL
MAXIMUM
MCHOR
STRESS SECTION
STRENGTH
5772 BOLSA AVE., SUITE 100
MIGHT
BAR
SIZE
fpu AREA
("u Ape) 0.80 fpu Apo
0.70 fp. Apo 0.60 fp. Apo
(ba only)
DIAMETER
Cash & Associates FAX: (714) 896-1291
k5i
I MP. jo2
.
kip.
I kN kip.
I kN
k',Pl
kN
I kN
plf
I kg/-
In -
m
150
1030 1.25
1805
187.51
BU 1.90
--
1 6691
-
1 it A
Tkip.
-; 1 2.5
1 500
IY4"0 DYWIDAG THREADED RUBBER
2'-0'
SEE NOTE I
FACE OF WALL
T.D. CON
REFERENCE DRAWING
'If, -O' LAP
BEYOND
CONCRETE
SIDEWALK C. SEE CIVIL
BY OTHERS
TOP CAP AND FooTING EL
hLCRECESS WITH"
0 0 -SHRIN:
NON I-
S
TRENG IW
3- TH � -.ET.0
17 AFTER STRESSING
Y CLR
ENGINEER
3-
BRE
#5 0 12* D.C. CLR
5772 BOLSA AVE., SUITE 100
T&B, E.W.
BRE
HUNTINGTON BEACH, CA 92649
6.-6. 6-
7:-
TEL: (714) 895-2072
PILECAP NTH 3-#8
7
JK
Cash & Associates FAX: (714) 896-1291
E.F. & 14 TIES 0 12
D.C. PROVIDE Y4'
RHM
CHAMFER AS SHO.illy
PIPE WVRAP
TAPE SR
EAL
GROUT SLEEVE
MI
IY4"0 DYWIDAG THREADED RUBBER
BAR GRADE 150, ASTM COMPRESSION SEAL
A IN GROUTED
P�C`2p2jprCASED
FILL VOID INSIDE PIPE W1
CORROSION INHIBITING
GREASE BEFORE ANCHOR
CORRUGATED PVC NUT INSTALLATION
SHEATHING PREGROUTED
IN FACTORY PANEL DOWELS. SEE ----------
SHEET S-09.
SECTION
�,L7� SCALE-- 1 1/2' f-0*
DESCRIPTION
REVISIONS
NOTE 1
THE 2* -0' CAP WDTH IS A MINIMUM DIMENSION AND DOES
NOT ALLOW FOR MISALIGNMENT OF CONCRETE PANEL
CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO
THE CAP WIDTH TO MAINTAIN INDICATED CLEARANCES. WDTH
OF CAP SHALL BE MAINTAINED FOR THE ENTIRE LENGTH OF
NEW CAP.
1"0 A307 STAINLESS STEEL ROD AT 18' OC.
EMBED 6' INTO CAP. SPECIAL INSPECTION REO'D
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD TOP TO HAVE GLAZED SURFACE AND
CROWNED. UNCOMPRESSED WIDTH TO BE )'8'
GREATER THAN ACTUAL GROOVE WIDTH.
#5 0 12- D.C.. E.W. SLOPE
BEARING PLATE
W/ PIPE. SEE
DETAIL r5 '�
I�Ey
WP
FIELD COAT PROTRUDING
BAR W/ 12 MILLS
AMERLOCK 400
LOCATION OF LAP BAR AT
PILE CAP CONSTRUCTION
JOINT
FIELD COAT ANCHOR NUT
AND BEARING PLATED W/
12 MILLS AMERLOCK 400
CONIC. WALL PANELS SEE
SHEET XX FOR REINFORCING
NOTE:
FOR CORNER
REINFORCING AT PILE
CAP. REFER 70 DETAIL
919 BAYSIDE DRIVE
Newport Beoch, CA
SECTION
AS NOTED I LL��
PROJECT NUMBER
J0990065
DRAWING NUMBER
S-7
ENGINEER
BRE
DESIGNER
5772 BOLSA AVE., SUITE 100
BRE
HUNTINGTON BEACH, CA 92649
CAD OPERATOR
TEL: (714) 895-2072
JK
Cash & Associates FAX: (714) 896-1291
(THECKER
RHM
PROJECT MANAGER
RHM
NOTE:
FOR CORNER
REINFORCING AT PILE
CAP. REFER 70 DETAIL
919 BAYSIDE DRIVE
Newport Beoch, CA
SECTION
AS NOTED I LL��
PROJECT NUMBER
J0990065
DRAWING NUMBER
S-7
5 TURNS
MIN. 0 1*
5 TURNS
MIN. 0 1
DOWELS. SEE ( 2 N
I" CKAMFER TOP
X/—MD BOTTOM
16'
DIAMETER
Will SPIRAL
9 0.500 STRANDS EVENLY
PACED 'ALONG INSIDE OF SPIRAL
OF SPIRAL
BOTTOM EL -23.0
16" ROUND PILE
PRESTRESSED CONCRETE PILE NOTES:
MINIMUM CONCRETE STRENGTHS;
28 DAY COMPRESSION STRENGTH 6.000 paj
AT TIME OF DRIVING f'c - B.ODD psi
AT INITIAL RELEASE f'c - 4.DDO psi
PRESTRESSING STRANDS SHALL CONFORM TO ASTM A416, GR. 270 (LOW RELAXATION).
RESIDUAL nN& STRAND FORCE, AFTER ALL LOSSES, SKALL BE 24,000 LBS/STRAND MIN
PRESTRESS SHALL BE CONCENTRIC WITH PILE AXIS.
SPIRAL SHALL CONFORM TO ASTM A52. PROVIDE 1)� TURNS AND 13F HOOK AT ALL
SPIRAL SPLICE LOCATIONS.
SPIRAL SHALL BE EPDXY COATED PER ASTM A-934.
JETTING OF PILES IS NOT PERMITTED.
PROPERTIES OF PILL
SIZE
16" ROUND
CONCRETE AREA
201 IN. 2
MOMENT OF INERTIA
3X7 IN. 4
WEIGHT
210 LB/Fr
PRESTRESS LOAD
974 PSI
M PLATFORM PILE DETAIL
1\�l SCALE;- NTS
. TO BUILDING DI
DESCRIPTION
REVISIONS
4-#7 HRC IOD SERIES
T -HEADED BARS (TYPE
150 PLATE HEAD).
ICC ER -5292
26 CA MIN. POST—
TENSIONING TUBES
(I 3fi* ID/2' 00) FILL
WITH MASTER BUIDERS
MASTERFLOW 928
CEMENTITOUS GROUT
SLAB REINFORCING
PILE
PILE
V -4 -
DIAMETER
3" CUR
TO —SPIRAL 0.5'0 STRANDS
4- 17 T -HEADED
BAR IN GROUT
TUBES
K_2"� DETAII W11 SPIRAL
��8 SCALE. I' = 1'-0'
Ya' WIDE x 2' DEEP SAW CUT
JOINT. FILL WTH JOINT FILLER.
REINF. PER PI AN
CONC. SLAB
OR WALL
NOTE
SAW CUT CRACK CONTROL JOINT MUST BE MADE
WITHIN 24 HOURS OF POURING CONCRETE.
K&A_'� CRACK CONTROL JOINT (C.C.J.)
1\�B SCALE: N.T.S.
POLYURETHANE SEAIMT
-�6' RAD.—
EXTRUDED, FLEXIBLE.
COMPRESSIBLE POLYETHYLENE
FOAM ROD TOP TO HAVE GLAZED
SURFACE AND CRO104ED.
UNCOMPRESSED WIDTH TO BE
)6' GREATER THAN ACTUAL
GROOVE WOTH.
SECTION AT JOINT
1\ta� SCALE: N.T.S.
FACE OF WALL OR
SLAB WHERE OCCURS
zj�
EXPANSION JOINT
MATERIAL FULL DEPTH
ROIL
CONTRACTOR SHALL NOT
POUR CONCRETE DECK
U
ISNTIL GANGWAY HARDWARE I ::�
IN PLACE. HARDWARE
SUPPUED BY OTHERS
EMBEDMENT HARDWARES
PROVIDED BY GANGWAY
MANUFACTURER
TOE PLATE
TOP OF CONC.
DECK &33X �MAX.
GANGWAY
BY OTHERS
M SECTION
1\�a SCALE-- 1 1/2' = f -Or
03 CONCRETE AGGREGATE
FILTER FABRIC
WEEP HOLE 3' DIA PVC
SC. 80 PIPL 0 12'-0'
III CONCRETE AGGRE TE
CONCRETE AGGREGATE
MINIMUM THICKNESS
WATER Sir)
ELEVATION
SCALE: 3/4'=l' -D'
WATER SI FILTER FABRIC
WEEP HOLE
13 CONCRETE AGGREGATE
14 CONCRETE AGGREGATE
PLAN
SCALE: 1/2' -l' -O'
K_6"� EP HOLE PLAN & ELEVATION
!2�1 SCAM AS NOTED
A EACH
LL
KU_'� WALL CRACK CONTROL JOINT (WCCJ)
1\�a SCALL- 1 1/2' = l' -If
RAILINGS,
ENGINEER EIRE
3* DIA. X 6" PVC SLEEVE IN
CEN t OF WALL FOR RAILING
5772 BOLSA AVE-, SUITE 100
DESIGNER
EIRE
Cash & Associates
HUNTINGTON BEACH, CA 92649
TEL: (714) 895-2072
FAX: (714) 895-1291
CAD OPERATOR
TCN
CHECKER
RHM
05 0 12- D.C.
LL _u
PROJECT MANAGER
RHM
A EACH
LL
KU_'� WALL CRACK CONTROL JOINT (WCCJ)
1\�a SCALL- 1 1/2' = l' -If
RAILINGS,
.Y LANDSIDE
CONTRACTOR
3* DIA. X 6" PVC SLEEVE IN
CEN t OF WALL FOR RAILING
POST COORDINATE POCKETS
WITH RAILING DRAWINGS BY
OTHERS
11 2'
CLR.
4!i 1
05 0 12- D.C.
LL _u
E.F. HORIZ
2'CLR.
05 012-
D.C. VERT
1/2- CHAMFER
EACH SIDE. SEE
PLAN ABOVE.
15 0 12- 5 -
D.C. VERTJ
SEC-RON
��B SCALE-- 1 1/2' = 1'-0`
�PILE CAP COPING
REINFORCING
8' SO BLOrKOUT
ELEVATION
TIE ROD BLOCKOUT
SCALE 1*44
SCALE
919 BAYSIDE DRIVE AS NOTED JZ�L
Newport Beach, CA
PROJECT NUMBER
30990065
SECTIONS AND DETAILS DRAWING NUMBER
S-8
A
PANEL
ENGINEER
EIRE
919 BAYSIDE DRIVE
SCA E
LNOTED
I AD
5772 BOLSA AVE., SUITE 100
DESIGNER
BRE
Newport Reach, CA
AS
4* -0"
SUBMITTAL TO BUILDING DEPARTMENT BRIE
HUNTINGTON BEACH, CA 92649
CAD OPERATOR
JK
DOWELS
PROJECT NUMBER
TEL: (714) 895-2072
30990065
DESCRIPTION BY
�EPDXY
CHECKER
10'
REVISIONS
RHM
WALL PANEL ELEVATION AND SECTIONS
4S
DATED)
1
DRAWING NUMBER
GROUT
PROJECT MANAGER
RHM
3/4
0
\1
4 1/2%
SLOT
3�'
r
C�r
12'
�2 CLR
CLR.
3/4' RAD.
'Ah" �3YV BOTTOM
SIDE AS
EARTH SIDE
AS INSTALLED _Y4
03 TIES. SEE ELEVATK)N 3"0 OPTIONAL JET TUBES.
*2
6-0.6'0 7 -WIRE STRANDS FILL SOLID WITH GROUT AFTER
EQUALLY SPACED TYP. PANELS ARE INSTALLED
CLR.
%
0
BOTTOM SIDE AS
GROUT
Mi
- - - - --
- I 1
1
SLOT
3/4' RAD.
�-6-0.6*7-
i \--- GROUT
7 -WIRE STRANDS
EOUALLYi S PAC
SLOT
----7-0.6'0
EQUALLY SPACED TYP.
3/4 CHAMFER
i
2- 3/4- RAD,
-- - - - -
2
TyP.'
4-f6 EF
VEKr WIRE STRANDS
PANEL
NOT SHOWN FOR
"P2" PANEL SECTIO
CLARITY
SCALE: 1 1/2'-1'-0"
',-13 TIES, SEE ELEVATION
7-0.6'0 7 -WIRE STRANDS
EQUALLY SPACED TYP.
5'-5'
0
#3 TIES. SEE ELEVATION
3-3*0 OPTIONAL
WATER SID
JET TUBES. FILL
7-0.6*0 7-MRE STRANDS
SOILD WITH GROUT
AFTER PANELS ARE
MAXIMUM JACKING FORCE -
BOTTOM
SIDF
EQUALLY SPACED TYP.
INSTALLED
40.7 KIPS PER STRAND
PRESTRESSING.
FOR
AS
3-3"0 OPTIONAL JET
3/4- CRAMFER
TUBES. TTLL SOLID WITH
GROUT AFTER PANELS ARE
TYP.—
INSTALLED
- - - - - - - - - - -
0
ROUT
-�7-0.6"o
7-WIREjSTRANDSj
GROUT
6 C
SLOT
311- RADJ
i
EQUALLY SPACED, TYP.
SLOT
I
WATER SI
3/4' RAD.
0 C T
�'v '0-
10' 5' S'
10' 10'
6-16 EF
PANEL
"P4" PANEL SECTION
"P4" PA%
SCALE: 1 1/2'=l' -O*
SCALE: 1 1/2 O�CTICN
TYPICAL PAN�L
ELE�ATIQNI
SCALE: 1/2'=l -0
ATEFSJDE
3'-2'
J3 TIES. SEE ELEVATION
2'
13 TIES. SEE ELEVATION
2-
2'
5-0.6,0 7 -WIRE STRANDS
N
2-3�O OPTIONAL
3/4- CHAMFER
BOTTOM SIDE AS
6-0.6'0 7-MRE STRANDS
�,2-3'0 OPTIONAL JET TUBES.
nLL SOLID WITH GROUT AFTER
3/4 CH) kMFER
LR
LR
JET TUBB. FILL SOLID
FfEOWUIKAALLY SPACED TYP. 4, WITH GROUT AFTER
EQUALLY SPACED TYP.
PANELS ARE INSTALLED
TYP.
3/4' CHAMFE
PANELS ARE INSTALLED
-T
T4
G
SLOT
6-0.6*0i'S-P.MREED
EQUALLY,
WD
\-GROUT
GR6Ur
�w!
4'
SLOT
SLOT
j
FOR REINFORCING
GROUT
SLOT
7-WRE STIUN�S
SL?T
I WATER
1 .2-
3/4- RAID.
3/4- R&D
SEE "Pi"
3/4- RAD
TYP.
2'
T
3/4' RAD.
0.
1'- 6' 6-
4-0 EF
WATER SI
PANEL
4'� 4h' B`V� 1,
"Pl PANEL SECTION
"PlA" PANEL SECTIO
4-16
El
SCALE: 1 1/2' -l* -O'
SCALE: 1 1/2' -l' -O"
q PANEL
"P5" PANEL SECTION
SCALE: 1 1/2'-1'-0'
ENGINEER
EIRE
919 BAYSIDE DRIVE
SCA E
LNOTED
I AD
5772 BOLSA AVE., SUITE 100
DESIGNER
BRE
Newport Reach, CA
AS
SUBMITTAL TO BUILDING DEPARTMENT BRIE
HUNTINGTON BEACH, CA 92649
CAD OPERATOR
JK
PROJECT NUMBER
TEL: (714) 895-2072
30990065
DESCRIPTION BY
Cash & Associates FAX: (714) 895-1291
CHECKER
REVISIONS
RHM
WALL PANEL ELEVATION AND SECTIONS
4S
1
DRAWING NUMBER
PROJECT MANAGER
RHM
S-9
rl "� TYPICAL GUARDRAIL ELEVATION
�10 SME; 1/2' = l' -O*
-y4' MAX
R=)14
)12' POLYURETHANE
SEALANT
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD. (TOP TO HAW GLAZED SURFACE :AND
CROWNED AS SHOWN. UNCOMPRESSED WIDTH TO BE -CONSTRUCTION JOINT
GRATER THAN ACTUAL GROOVE WIDTH.)
��M CONSTRUCTION JOINT DETAIL
�10 SCALL US.
7)2" 3,y4'0
HOLE FOR
-ly2" THK- STEEL & ROD
PLATE ASTM A36
X X
3' 0 SCH 40 STEEL--/
PIPE, ASTM A53
O -D 15'
I.D. 3.0'
SECTION 'X -X'
PLATE AND PIPE FACTOR]Y
COATED W/ 12 M LS
AMERILOCK 400
r5-'� BEARING PLATE DETAIL
� �10 SCAM N.T.&
I/A\l - I SUBMITTAL TO BUILDING DEPARTMENT I BRE
DESCRIPTION I BY
I REVISIONS I
I
RAIL
GUARDRAIL POST
'I t'u //,-BOTTOM RAIL
I
V)
5'-0' MAX-
5'-0" MAX.
S.S.
NUT
SIDES. & TOP\�-j
TOP OF CONC. DECK
4-
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
IWAX
SPLICE BARS TO
4
INTERIOR MEMBER
WATCH REINF.
POST TYP
EOUALLY SPACED
4
TOP RAIL
TOP RAIL
0
4
-7
,7
INTERIOR
4 4
NEW CONC. CAP-/----r-PANEL
JOINT ELEVATIO
MEMBERS
S.S. WASHER
TYP.
�4 CONSTRUCTION
I
� �11 SCALL US
TO. ""�d
DECK
RAIL
MEMBER SIZES:
TOP RAIL:- ly2'.2y2*x)fi'
BOTTOM RAJL- ly4-xly4
POST.
1)2'.2y2"A"
INTERIOR MEMBER,
-y4* So- BAR OR %'x-yV�X6. TUBE
MATERIAU 6051-T6 ALUMINUM
rl "� TYPICAL GUARDRAIL ELEVATION
�10 SME; 1/2' = l' -O*
-y4' MAX
R=)14
)12' POLYURETHANE
SEALANT
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD. (TOP TO HAW GLAZED SURFACE :AND
CROWNED AS SHOWN. UNCOMPRESSED WIDTH TO BE -CONSTRUCTION JOINT
GRATER THAN ACTUAL GROOVE WIDTH.)
��M CONSTRUCTION JOINT DETAIL
�10 SCALL US.
7)2" 3,y4'0
HOLE FOR
-ly2" THK- STEEL & ROD
PLATE ASTM A36
X X
3' 0 SCH 40 STEEL--/
PIPE, ASTM A53
O -D 15'
I.D. 3.0'
SECTION 'X -X'
PLATE AND PIPE FACTOR]Y
COATED W/ 12 M LS
AMERILOCK 400
r5-'� BEARING PLATE DETAIL
� �10 SCAM N.T.&
I/A\l - I SUBMITTAL TO BUILDING DEPARTMENT I BRE
DESCRIPTION I BY
I REVISIONS I
I
RAIL
GUARDRAIL POST
'I t'u //,-BOTTOM RAIL
I
V)
6'-0'
I
S.S.
NUT
SIDES. & TOP\�-j
TOP OF CONC. DECK
4
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
WMUKML
SPLICE BARS TO
4
4
WATCH REINF.
POST TYP
4
4
4
-7
,7
INTERIOR
4 4
NEW CONC. CAP-/----r-PANEL
JOINT ELEVATIO
MEMBERS
S.S. WASHER
TYP.
�4 CONSTRUCTION
JOINT (C.J.)
� �11 SCALL US
NEOPRENE WASHER
NEW CONC. CAP
TYP. EA SIDE OF
%-0 S.S. THREADED
POST
RODS IN SIMPSON SET
EPDXY
SEE 2/S-1 1
NEOPRENE TUBE FULL WIDTH
S'
OF POST TYP.
TYP.
MIN
CAP PLATE
/'2-'�
SECTION
\11 �10
SCAM 3' = l' -V
///—POST
V-10'
EDGE OF
5-17 CONT. EA.
FACE
WALKWAY
3' CLR.
TYR
4
INSIDE CORNER
1
CONJINOUS REINFORCED
.47
CONCRETE DEADMAN
f4 TIES 0 12' O.C.-_
4
IY2"0 DYMDAG THREADED BAR
GAD� 1!;O,'ASTM A-722
�MWI , ASTM A�722
ANCHOR NUT
6- MIN. f -O' MAX. 5' -Cr MAX SPACING
OU
ENCASED IN GROUTED PVC PIPE
OUTSIDE CORNER
FACTORY COATED W1
TYPICAL GUARDRAIL
12 WILLS AMERLOCK
400
LVI
I
ARIES
WIP
BEARING PLATE
W/ PIPE. SEE
Z
DETAIL le -5-,,
6* MIN, V -O" MAX.
!:!0
V SCALL 1 1/2' = 1'-0'
PILE CAP
HORIZONTAL
REINFORCING
TAN ARD
_TS D
HOOK
-HORIZONTAL
3* CLR REINFORCING
DOWEL TO MATCH HORIZ.
REINFORCING. LAP 24' MIN.
NTH HORIZ. REINFORCING
DOWEL TO MATCH HORIZ.
REINFORCING. LAP 24' MIN.
NTH HORIZ. REINFORCING
/'- 6 -� CONCRETE DEADMAN DETAIL I( �7 TYPICAL PILE CAP CORNER REINF.
\1 �10 SCALL �10 SCALL' N.TS.
ENGINEER BRE
DESIGNER
5772 BOLSA AVE., SUITE 100 EIRE
HUNTINGTON BEACH. CA 92649 CAD OPERATOR
TEL: (714) 895-2072 TCN
Cash & Associates FAX: (714) 895-1291 CHECKER RHM
iPROJECT MANAGER RHM
6'-0'
40'-0* MAX, SPACING
EDGE OF
SEE 2/S-11
SIDES. & TOP\�-j
WALKWAY
MATCH REINF.
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
WMUKML
SPLICE BARS TO
4
4
WATCH REINF.
POST TYP
4
4
4
-7
INTERIOR
4 4
NEW CONC. CAP-/----r-PANEL
JOINT ELEVATIO
MEMBERS
TIE RODS.
�4 CONSTRUCTION
JOINT (C.J.)
� �11 SCALL US
NEW CONC. CAP
PLAN
GUARDRAIL
SEE 2/S-1 1
TYP.
///—POST
EDGE OF
WALKWAY
4
INSIDE CORNER
6- MIN. f -O' MAX. 5' -Cr MAX SPACING
OUTSIDE CORNER
TYPICAL GUARDRAIL
CORNER DETAIL
!:!0
V SCALL 1 1/2' = 1'-0'
PILE CAP
HORIZONTAL
REINFORCING
TAN ARD
_TS D
HOOK
-HORIZONTAL
3* CLR REINFORCING
DOWEL TO MATCH HORIZ.
REINFORCING. LAP 24' MIN.
NTH HORIZ. REINFORCING
DOWEL TO MATCH HORIZ.
REINFORCING. LAP 24' MIN.
NTH HORIZ. REINFORCING
/'- 6 -� CONCRETE DEADMAN DETAIL I( �7 TYPICAL PILE CAP CORNER REINF.
\1 �10 SCALL �10 SCALL' N.TS.
ENGINEER BRE
DESIGNER
5772 BOLSA AVE., SUITE 100 EIRE
HUNTINGTON BEACH. CA 92649 CAD OPERATOR
TEL: (714) 895-2072 TCN
Cash & Associates FAX: (714) 895-1291 CHECKER RHM
iPROJECT MANAGER RHM
CONCRETE WALL, EDGE
OF SLAB. OR CONCRETE
6'-0'
40'-0* MAX, SPACING
EDGE OF
SEE 2/S-11
SIDES. & TOP\�-j
WALKWAY
MATCH REINF.
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
TIE ROD .5 -
SPLICE BARS TO
4
4
WATCH REINF.
4
4
4
-7
4 4
NEW CONC. CAP-/----r-PANEL
JOINT ELEVATIO
4
TIE RODS.
�4 CONSTRUCTION
JOINT (C.J.)
� �11 SCALL US
NEW CONC. CAP
PLAN
SEE 2/S-1 1
CONCRETE WALL, EDGE
OF SLAB. OR CONCRETE
TYP BOTT. /5A\
SPLICE BARS 10
Y2' POLYURETHANE
SIDES. & TOP\�-j
'A
MATCH REINF.
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
4
FOAM ROD. (TOP TO HAVE GLAZED SURFACE AND
4
4 4
CONSTRUCTION JOINT
4
-7
4 4
NEW CONC. CAP-/----r-PANEL
JOINT ELEVATIO
CENTERED BEMEEN
TIE RODS.
�4 CONSTRUCTION
JOINT (C.J.)
� �11 SCALL US
CONCRETE WALL, EDGE
OF SLAB. OR CONCRETE
)fi' GRATER THAN ACTUAL GROOVE WIDTH.)
8'), CONSTRUCTION JOINT
�10 SCALL N.T&
919 BAYSIDE DRIVE
Newport Beach, CA
SECTIONS AND DETAILS
SCALE
AS NOTED
PROJECT NUMBER
J0990065 I
DRAWING NUMBER
S-10
BEAM
-y4' MAX
Y2' POLYURETHANE
R -)4"
SEALANT
EXTRUDED. FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD. (TOP TO HAVE GLAZED SURFACE AND
CROWNED AS SHOWN. UNCOMPRESSED WIDTH TO BE
CONSTRUCTION JOINT
)fi' GRATER THAN ACTUAL GROOVE WIDTH.)
8'), CONSTRUCTION JOINT
�10 SCALL N.T&
919 BAYSIDE DRIVE
Newport Beach, CA
SECTIONS AND DETAILS
SCALE
AS NOTED
PROJECT NUMBER
J0990065 I
DRAWING NUMBER
S-10
6
USE OFFSET ONLY WHERE
SPECIFICALLY DETAILED AND
AT COLUMNS
I . I
F4�
T
d 7OR'
2Y2' MIN.
L
0 0
12d OR 12" MIN. ix m
m
90' HOOK TYP. OFFSE 180' HOOK
L r
SEE SCHED.
ALL GRADES I
D = 6d FOR J3 THRU #8 It
CAP TO D = 8d FOR f9, #10, #11 SPLICE DETAIL
MATCH
STIRRUPS
NOTES:
BEAM STIRRUP
1. USE CLASS -B- SPLICES FOR VERTICAL & HORIZONTAL
BARS TYP. uxo.
zx. ESPACED 2. TOP BARS ARE HORIZONTAL BARS WITH 12- OR MORE OF
SPLICE CONCRETE CAST BELOW THEM. MULTIPLE HORIZONTAL
710E BARS IN SINGLE VERT. PLANE CONSIDERED TOP BARS.
SEE LAP SPLICE c, 3. VALUES SHOWN ARE FOR GRADE 60 EPDXY COATED BARS
SCHEDULE IN NORMAL WEIGHT CONCRETE.
z-
-R=lY* CONTACT 4. LAP BASED ON ACI 318-02
2 SP ICE
Ile
COLUMN OR BEAM TIES SPLICES
REINF. BAR BENDS AND SPLICES MINIMUM REINFORCING LAP SPLICE ST
�11 SM: NTS 1\ t9l SCALE. NTS
11-0.
FILTER FAWC, 8- MIN WIDTH,
FULL HEIGHT OF WALL
WALKWAY SIDE WALL REINF--J
Y2' CHAMFER -Y4'0 SMOOTH EPDXY COATED
TYP. STEEL DOWEL x 2�-O' LONG 0
12" D.C. COAT ONE END OF
DOWEL WITH BOND BREAKER.
EXPANSION JOINT MATERIAL
EXTRUDED. FLEXIBLE COMPRESS18LE
POLYETHYLENE FOAM ROD TOP TO HAVE
GLAZED SURFACE AND CROWNED
UNCOMPRESSED WIDTH TO BE YS'
GREATER THAN ACTUAL GROOVE MOTH
CHAM—FERIES f �' POLYURETHANE SEALANT
LAP SPLICE (L) SCHEDULE fy = 60 KSI
CONCRETE rc = 5000 PSI
STRENGTH (NORMAL WEIGHT CONCRETE)
CLASS OF
LAP SPLICE
BAR SIZE
CLASS "B"
BASIC TOP BAR
STANDARD
HOOK
13
21" 28*-
6"
f4
28* 37"
8'
15
36* 47*
10*
16
42'
#7
75" 98'
l'-2"
f8
85- ill'
f- 4"
19
94" 123"
1'-7'
jlO
106' 138"
ill
117" 153"
HOOK LEN
SEE 2/S-11 SEE PLAN FOR
JONT LOCA71ON
I.SL PROVIDE SM HOOK
TYP 8017. 3' TYPICAL ALL BARS
SIDES, & TOP AIRS TO
XM—ATCH BROW.
.7--7
a&
�4 NOT USED r5"� WALL EXPANSION JOINT (WEJ) r6--� DEADMAN CONSTRUCTION JOINT
1\ tVi SCALE N/A LVI SCALE' 1 1/2-4-0- �11 SCALE. 1,4_01"
ENGINEER BRIE
DESIGNER
5772 BOLSA AVE.. SUITE 100 JK
SUBMITTAL TO BUILDING DEPARTMENT BRIE um HUNTINGTON BEACH, CA 92649 CAD OPERATOR
TEL: (714) 895-2072 JK
DESCRIPTION BY Cash & Associates FAX: (714) 895-1291 CHECKER
REVISIONS PROJECT MANAGER
RHM
ALTERNATE BARS —
LAP OPPOSITE WAYS
IN THRU WALLS
32 DIA . 32 DIA
16 DIA
SINGLE CURTAIN
v) nIA
DOUBLE CURTAIN
K3"'N TYPICAL INTERSECTION / CORNER REINF.
1\ LVI SCALE. NTS
REINFORCING
TIES
HOOK
* 1� ��3-'
CUR
77��- DEADMAN END DETAIL
�11 SCALE:- 1'=I' -D'
SCALE
919 BAYSIDE DRIVE AS NOTED
Newport Beach, CA
PROJECT NUMBER
J0990065
STRUCTURAL TYPICAL DETAILS DRAWING NUM
S-11
EEL GRASS INSPECMN
• Eelgrass wilthin 15' of project
• Eelgrass within 15 - 30- of projW
ANo Eelqmss in ' t r
rokec
7 f -7
Signature
OS: 15- Ole
Inspection- Date &TIme
919 BAYSIDE DRIVE
Newport Beach, CA
EAWALL IMPROVEMENTS
VICINITY MAP
NOT TO SCALE E)
1^12/19/081 RESUBMITTAL TO BUILDING DEPARTMENT I EIRE I
T
DATE DESCRIPTION
REVISIONS
LOCATION MAP
NOT TO SCALE E)
DRAWING INDEX
DATE SHEET DESCRIPTION
T-1 I TITLE SHEET/DRAWING INDEX/PROJECT INFORMATION
GN -1 IGENERAL NOTES
1 0 1 1 R-1 I REMOVAL PLAN AND SECTION I
0
S-1
WALKWAY PLAN
EIRE
S-2
5772 BOLSA AVE., SUITE 100
DESIGNER
EIRE
SECTION AT WALKWAY
HUNTINGTON BEACH, CA 92649
CAD OPERATOR
SECTION AT PLATFORMS A & B
D
TEL: V14) 895-2072
SECTION AT PLATFORM C
TCN
Cash & Associates
FAX: (714) 895-1291
CHECKER
RHM
SECTIONS AND DETAILS
D
I PROJECT MANAGER
RHM
DRAWING INDEX
DATE SHEET DESCRIPTION
T-1 I TITLE SHEET/DRAWING INDEX/PROJECT INFORMATION
GN -1 IGENERAL NOTES
1 0 1 1 R-1 I REMOVAL PLAN AND SECTION I
0
S-1
WALKWAY PLAN
D
S-2
TYPICAL SECTION AT WALKWAY
S-3
SECTION AT WALKWAY
D
S-4
SECTION AT PLATFORMS A & B
D
HEIGHT (ABOV 'r
SECTION AT PLATFORM C
FD
D
--S-5
S-6
PLAN AT PLATFORMS A, 8, & C
D
S-7
SECTIONS AND DETAILS
D
S-8
SECTIONS AND DETAILS
D
S-9
SECTIONS AND DETAILS
6 1
S-10
SECTIONS AND DETAILS
CONSULTANTS:
MASTER PLANNING/ URS/CASH & ASSOCIATES
DESIGN ENGINEER 5772 BOLSA AVE. SUITE 100
HUNTINGTON BEACH. CA 92649
PHONE: (714)B95-2072 ; FAX: (714)895-1291
GEOTECHNICAL PETRA GEOTECHNICAL, INC.
3185-A AIRWAY AVE.
COSTA MESA, CA 92626
PHONE: (714)549 _8921 ; FAX: (714)549-1438
LANDSIDE CIVIL DESIGN ADAMS-STREETER
15 909999AW-URK
,J0' PHONE: (949)474-2330'l*,FAX: (949)474-0251
SCOPE OF WOR e- 4§
CONSTRUCT NEW C;Rll PU!3171CAIWA�l ZG WALL.
REPLACE PILE rE RODS AND DEADMAN AN��
a
J'iO' MR RESOURCES DIV.
m
� CIIYO NEWPORTBE-A-C-H
Ty
fiw Wz
0 r -�'/Oy
919 BAYSIDE DRIVE
Newport Reach, CA
TITLE SHEET/DRAWING INDEX
PROJECT INFORMATION
SCALE
NO SCALE I ZD�
PROJECT NUMBER
J0990065
DRAWING NUMBER
T-1
Buy
I C jWUCTION TYPE
2 CU CROUP U
rVN
� SEAN (RErAlNING WALL)
RIA 0 IF
HEIGHT (ABOV 'r
a
J'iO' MR RESOURCES DIV.
m
� CIIYO NEWPORTBE-A-C-H
Ty
fiw Wz
0 r -�'/Oy
919 BAYSIDE DRIVE
Newport Reach, CA
TITLE SHEET/DRAWING INDEX
PROJECT INFORMATION
SCALE
NO SCALE I ZD�
PROJECT NUMBER
J0990065
DRAWING NUMBER
T-1
;n
GENERAL NOTES:
AIL WORK MATERIALS SMALL CONFORM TO THE FOLLOWNG:
AUFORNA OWILDING CODE (CBC) 2001 EDITION W/ AUGUST 2003 UPDATE TO
STANDARDS AND CflY OF NEWPORT 9EACH AMENDMENT.
ACT 318-02. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
• AJSC MkNUAL OF STEEL C.DNSrRUCT'.ON, 91h ED1111KIN MIND SUPPLEMENT NO I -
DECEMBER 17, ' 001.
• REFERENCE SPECIFICAI.ION: 'GREENBCOX" STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION - 2003 EDITION.
2. GENERAL CONTRACTOR SMALL COORDINATE ALL WORK OF ALL SUBCONTRACTORS AND OTHER SUBCOMPRACTORS
CONTRACTED DIRECTLY WITH THE OWNER, AS APPLICABLE, FOR SCHEDULE AND WORK COORDINATION
REQUIREMENTS. TPE OMER SMALL BEAR NO RESPONSIBILITY FOR FAILURE ON 11HE PART OF THE
10 COORDINATE ACTIVITIES OF CONTRACTOR'S EMPLOYEES OR SUO-ONFRACTORS.
3. THE CONTRAICTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDmqNs BEFORE STARTING WORK. THE OWNER
OR ENGINEER SMALL BE NOTIFIED OF DISCREPANCIES PRIOR TO THE STAKr OF THE WORK. THE OWNER
SMALL OEM NO RESPONSIBILITY FOR EXPENSES INCURRED AS A RESULT OF FAILURE ON THE PART OF THE
CONTRACTOR TO VERIFY DIMENSIONS AND/OR VERIFIABLE SITE CONDITIONS PRIOR TO BEGINNING WORK.
4. DIMENSIONS TAKE PRECEDENCE OVER SCALE.
5. CONTRACTOR SMALL MAINTAIN FIRE LANES AND ACCESS TO EXISTING FACILITIES AND EQUIPMENT IN
ACCORDANCE WITH THE CITY OF NEWPORT BEACH FIRE DEPT.
5� ALL ELEVATIONS ARE BASED ON MEAN LOWER LOW WATER (M.L.L.W.) DATUM,
7� CONTRACTOR SMALL MICTLY ENFORCE ALL APPLICABLE SAFETY LAWS (I.E. OSRk CAL-OSRk) AND MAINTAIN
SITE SAFETY.
a. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 PROVIDE SUPERVISION OF THE CONSTRUCTION WORK
TO ENSURE THAT IT 6 BUILT IN CONFORMANCE WITH THE APPROVED PLANS.
9. THE CONTRACTOR SMALL MAKE AND KEEP CURRENT A Stt OF RECORD DRAWINGS S140WING EXACT
DIMENSIONED LOCATIONS Of CONSTRUCTION CHANCES, TWO SOS SHALL BE SUBMITTED TO THE OWNER WIFNIN
30 DAYS OF PROJECT COMPLETION,
12.
13.
14
15
'REMOVE' SR41L MEAN TO DEMOLISH TRANSPORT AND DISPOSE OF AT CONTRACTOWS EXPENSE.
'REMOVE AND REINSTALL* SMALL MEAN TO REMOVE. PROTECT, STORE, CLEAN AND REINSTALL IN GOOD
CONDITION.
'SALVAGE' SMALL MEAN TO DISASSEMBLE SM INTO LIKE COMPONENTS, PACKAGE OR PALLETIZE INTO
TRANSPORTABLE UNITS AND TRANSPORT TO A SITE DESIGNATED BY THE OWNER.
SPECIAL INSPECTIONS: CONTINUOUS INSPECTION SMALL BE MADE BY A REGISTERED DEPUTY INSPECTOR (PER
COG SECTION 1701). THE CONTRACTOR STALL PROVIDE WRITTEN REPORTS TO THE ENGINEER FOR THE
FOLLOWING:
k PILE DRIVING (SEE ALSO NOTE 16 BELOW)
B. CONCRETE
C. EPDXY ANCHORS
D. PLACEMENT OF REINFORCING
E. STAINLESS STEEL ROD IN PILE CAP
EPDXY ANCHORS SMALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTUREWS RECOMMENDATIONS, IN
SOUND MATERIAL, WITH NO LESS THAN THE MINIMUM EMBEDMENT SPECIFIED BY THE MANUFACTURER.
APPROVED EPDXY ANCHORS: SIMPSON *SET' EPDXY ICC REPORT NO. ICC ESR -1772.
CONCRETE:
A. ALL PRECAST CONCRETE FABRICATORS SMALL 13E CITY OF NEWPORT BEACH CERTIFIED.
B. GONCRETE:*
1. f`I, - 50M psi 0 28 DAYS, CONFORMS 70 ASTM C-94
2. TYPE V CONCRETE
3. WATER -CEMENT RATIO - 0.40 MAX.
13, PRECAST CONCRETE PILE:
1. f*. = 6000 psi 0 28 DAYS
2. TYPE V CONCRETE
3. WATER -CEMENT RATIO = 0.38 MAX
4. GOT CORROSION INHIBITOR, MANUFACTURED BY GRACE CHEMM AT A RATE OF
2 GALLONS PER CUBIC YARD, MINIMUM
C. REINFORCING BARS:
1. ASTM A-615, GRADE EID
2. ALL BAR$ TO BE COATED PER ASTM A-934 AND D-39"
16. ALL PILE DRIVING AND INSTALLATION SHALL BE PERFORMED UNDER INSPECTION OF GEOTECHNICAL ENGINEER. A
LOG OF PILE DRIVING SMALL HE KEPT AND A COPY SUBMITTED TO CITY OF NEWPORT BEACH DEPT. OF
BUILDING AND SAFETY ALONG WITH WRITTEN CERTIFICATION THAT THE WORK SUPERVISED MEETS THE REPORT.
SUCH SUPERVISION DOES NOT WAIVE T14E REQUIRED INSPECTION BY THE CITY BUILDING INSPECTOR.
17. STEEL
STRUCTURAL STEEL SHALL CONFORM 70 STANDARD SPEcOW-NONS FOR SIRUCTURAL STEEL FOR BRIDGES AND
BUILDINGS, ASTM A-36. LNLESS NOTED OTHERWISE.
3. WELDED AND SEAMLESS SIEEL PIFE SMALL CONFORM TO A57U A53/GRAOE 0.
C. COLD- FORMED WELDED AND S�AMLfSS W90N STEEI STRUCIU.;K 'U-3rYG SMALL CONFORU 70 AS'M A500,
LINIESS NOTED 01-ER�WSF.
D. -OT-FORMED WELDED AND 5;AMLLSS CARBON STEEL 9TRUCTURAL Pj8ING SiAL CONFORM TO &STM A501.
t;NLESS NOTED OTHFM�SE
E. FABICA150141 AND ERE00N SMALL COMPLY WITH THE LAIFST AJSC SPECIRICAT-104S.
r. k DIMENSIONS SHALL BE IIELD , VELRIPED PRIOR TO FABRICATION OR EREC7CN OF STRUCTURAL STEEE' OR
ZTAL F&EIR-CADONS.
G_ AL STRUCTURAL AND MISCEUANE005 STEEL S�ALL HAVE HOT -DIPPED GALVANIZED 7NISH, �)NLESS NOTED
0IF.RwiSF.
RFSAMITTAL TO
XSCIRPTION
R E VIS IONS
18. ALUMINUM:
A. ALUMINUM 5WES SMALL BE EXTRUDED FROM 6061-6 UNLESS OTI111WISE NO'EDL
WELDING:
OWN THE
A. WELD LENGTHS SHOWN ARE EFFEM.E LENGTH PER CODE. WSIERE LING"HS ARE NOT SH,
WELD SHN1 BE FULL LENGH OF XINT. ALL CONNECTED PARTS SHALL BE SM-WILDED. AL.-kROILIND,
A MINIMUM OF 1/8' FILLET WEIDS.
ALL WELDING SMALL BE AS PER LATEST EDITION OF AWS 01.1
C. ALL WELDERS SMALL BE CERTIFIED 10 1HE SATISFACTION OF THE GOVIERNiNG JURtWiCrON(S).
D. WELD DAMS ARE NOT FERMrrFED IN LIEU Or WELD 7ABS.
E, ALL WELDING REQUIREMENTS SHOWN OR INDICATED ON THE DRAY41NGS MAY BE FIELD OR SHOP WE10ED
AS REQUIRED FOR EFFMIENT ERECTION. SUBJECT TO THE APPROVAL OF THE ENGINEER.
20. EARTHWORK & FOUNDATIONS:
A- PREPARED BY:
PETRA GEOTECHNICAL- INC�
3185-A AIRNWAY AVENUE
COSTA MESA, CA 92626
(714) 549-8921
8. REFERENCE SOILS REPORTS:
GEOTECHNCAL INVESTIGATION, PROPOSED 19 CUSTOM SINGLE FAMILY LOTS (NORTH BAY� 21.
919 BAYSIDE DRIVE. TENARVE TRACT 15323, CITY OF NEWPORT BEACH,
ORANGE COUNTY. CALIFORNIA, JOB NO, 639-04 DATED DECEMBER 6. 2.004
GEOTECHNr-kL REVIEW OF ROUGH GRADING PLANS. PROPOSED 17 -LOT SINGLE FAMILY RESIDENTIAL
DEVELOPMENT, TRACT 15323, 919 SAYSIDE DRIVE, CITY OF NEWPORT BEACH, ORANGE COUNTY,
CALIFORNIA, DATED JULY 27. 20D6
GEOTECHNICA_ DESIGN PARAMETERS, PROPOSED GUIDE PILES, TRACT 15323. 919 SAYSIDE DRIVE.
CITY OF NEWPORT BEACH, ORANGE COUNTY, CALIFORNIA, DATED OCTOBER 16, 2006
ADDENDUM TO GEOTECHNICAL DESIGN PARAMETERS, PROPOSED GUIDE PILES, TRACT 15323, 919
BAYSIDE DRIVE. CITY OF NEWPORT BEACH, ORANGE COUNTY, CALIFORNIA, DATED FEBRUARY 20, 2007
ADDENDUM TO GEOTECHNICAL. REVIEW OF ROUGH GRADING PLANS, GEOTECHINICAL DESIGN PARAMETERS FOR
DESIGN OF SEA WALL ALONG SOUTHERN BOUNDARY, PROPOSED 17 -LOT SINGLE FAMILY RESIDENTIAL
DEVELOPEMNT, TRACT 15,323. 919 BAYStDE DRIVE, CITY OF NEWPORT BEACH, ORANGE COUNTY,
CALIFORNIA, DATED FEBRUARY 2D. 2007.
B. THE SOIL COMPACTION CONTROL SHALL BE PERFORMED IN ACCORDANCE W1 THE LASTEST EDMON OF AMU
D1557.
C. ALL COMPACTION SMALL BE PERFORMED WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT.
D. ALL FILLS AND BACKFILLS SHALL BE COMPACTED 70 AT LEAST 90% OF THE MAXIMUM DRY DENSITY.
E. ALL FILLS AND BACKnLLs PROVIDING STRUCTURAL SUPPOKI` SHALL BE COMPACTED TO AT LEAST 9OZ OF THE
MAXIMUM DRY DENSITY.
F. FILLS AND BACKFILLS SMALL BE PLACED IN LOOSE LIFTS NOIT EXCEEDING 8 INCHES IN THICKNESS.
G. WHERE THE SUEGRAIDE IS IN THE EXCAVATION AREAS NOT MEETING THIS REQUIREMENT, THE SURFACE SMALL
BE SCARIFIED, MOISTURE CONDITIONED AS NECESSARY, AND RECOMPACTED TO THE SPECIFIED DENSITY.
H. THE FINAL COMPACTION REPORT AND SOIL ENGINEER EXCAVATION INSPECTION REPORT MUST BE SUBMITTED TO
THE BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION AND THE CITY INSPECTOR MUST INSPECT
EXCAVATIONS BEFORE POURING ANY CONCRETE.
EARTHWORK MATERIAL
1. EARFH*ORK MATERIALS WAY REQUIRE ADDITION OF MOISTURE, OR MAY CONTAIN EXCESS MOISTURE IN THEIR
NATURAL STATE. OR MAY TAKE ON EXCESS MOISTURE DURING HANDLING AND STOCKPILJNG PROCESS AND DRY
OR MOISTURIZE MATERIAL, WHETHER ON-SITE OR IMPORTED, TO SPECIFIED MOISTURE CONTENT, AS NECESSARY
PRIOR TO COMPACTION.
J. THE FILLS AND BACKFILLS SMALL HAVE LESS THAN 35% PASSING A NO. 200 SIEVE AND PAVE A PLASTICITY
INDEX (PI) LESS THAN 20.
K. IMPORTED MATERIAL SHALL MEET THE FOLLOWING CORROSION REQUIREMENTS:
MINIMUM RESISTNITY >1000 OHM -CM
PH >5.5
CHLORIDES <500 Ppm
SULFATE <2DDO PPM
L WHERE FILL MATERIAL IS REQUIRED BELOW GROUND WATER LEVEL. USE CALTRANS CLASS 1) PERMEABLE
MATERIAL
ALL EXCAVADONS SMALL COMPLY WITH T14E CURRENT CALIFORNIA AND FEDERAL OSHA REQUIREMENTS. AS
APPLICABLE.
MEW CONFRUCTION EQUIPMENT, BUILDING MATERIALS, EXCAVATED SOIL STOCKPILES AND VEHICLE TRAFFIC
SHALL NOT BE ALLOWED NEAR THE TOP OF THE SIOPE W'-H!N A HORIZONTAL DISTANCE EQUAL To THE DEPTH,
OF 'HE EXCAVATION.
CONSIRUCIPON OBSERVATION AND IE:_9ING
TIIE GEGIECHNICAL, ENGINEER SMALL OBSERVE ALL EXCAVATIONS, FILL PIACEMENT, AND PREPARATNON OF
SUBGRADE. AND BASE
SLIFFICIEW IN-PLArE FIELD DENSIIY TESTS SHALL BE PERFORMED AND MPORT MATERALS TMED DURING
T_IONS IN
CoNSIRLIC11.0N 70 %TRIFY THAT THE MA7,RALS ARE TILACED IN ACCORDANCE WITH THE RECOCUMENDA
HE i3EO1f_CHNICAJ, REPORT AND KPPUCABLF CODES.
ALL FO,NDATION EXCAMA31ONS SMALL BE COSETV70, AND APPROVED BY -W CEOTEOINICAL ENGNEFIN --R;,OR
TO PLACEMENT OF CONCRETE OR STU -
fA1FRIN9_fflQ_SL�QRI.W,
DEWAIER:NG IS UKELY '0 BE REQUIRED FOR EXCAVATONS BELOW ABOUT EL -2 Ff (M.I. L.W.)
CUT MAY FIE MADE VERTICALLY WIT11OUT SIIORING TO A OEP-14 OF 5 FT BELOW THE ADJACENT SURROUNDING
CRADE.
FOR DEEPER CUTS. IlE SLOPES SHALL BE PROPERLY &ORED OR SLOPED BACK AT LEAST 1:1
(HORIZONTALVERTICAL) OR FLA-r1ER. FIATTER SLOPES MAY BE REQUIRED BELOW 'HE WATER TABLE OR WHERE
EVERY SOFT MATERIALS ARE PRESENT.
NO SURCHARGE LOADS SMALL BE PERM'TTED WITHIN A HORIZONTAL DISTANCE EQUAL TO THE HEIG14T OF CUT
OR 5 FT WHICHEVER IS GREATER FROM ',HE TOP OF THE S20PES UNLESS THE CUT IS SHORED.
L)(CAVATIONS THAT EXTEND BELOW AN IMAGINARY PLANE INCLINED AT 45 DEGREES BELOW THE EDGE Or ANY
ADt;ACENT FAIS'FING SITE FOUNDATIONS SMALL BE PROPERLY SHORED 10 MAN7AIN SUPPORT OF TIC ADJACENI
STRUCTURES,
ALL EXCAVATION AND SHORING. SYSIEWS SFALL MEET THE MONIMUM REQUAEMENTS OF THE CURRENT
CALIFORNIA AND FEDERAL OSHA REQUIREMENTS.
THE UNDERSIGNED GEOTECHNIrAL ENGINEER HAS VERIFED THAT THE RECOMMENDAPONS OF THE APPROVED
GFOTECHNICAL REPORT HAVE BEEN INCLUDED IN THE ATTACHED PLANS.
NAME LICENSE NO. EXP. DATE
MUDJACKING:
A. PFIMURE INJECTED GROUP
PRESSURE INJECTED GROUT SHALL 01 SLURRY CONSISTENCY CROUT, IWECTED UNDER PRESSURE. IN THE
LOCATIONS INDICATED ON THE PLANS. THE WORK SMALL FILL VOIDS IN EXISTING SOILS AND SEAL SHEET PILE
JOINTS WrMIN THE LIMITS SHOWN.
8. THE GROUTING SMALL BE PERFORMED BY AN EstAutisHED FIRM WHO IS REGULARLY ENGAGED IN AND
SPECIALIZES IN GROUTING AND SEALING WORK OF THE CHARACTER REQUIRED BY THIS CONTRACT, AND IN THE
APPLICATION OF THE PROCEDURE SPECIFIED, WHO MAIWAJNS AND HAS AVAILABLE A REGULAR FORCE OF
WORKERS WHO ARE SKILLED IN SUCH WORK.
C. PRODUCTS:
1. PORTLAND CEMENT: TYPE 11, ASTM C-150
2. BENTONITE; PREMIUM GEL OR APPROVED EQUAL
0. GRMfl:
PROVIDE A MIXTURE OF BENTONITE, PORTLAND CEMENT AND WATER PROPORTIONED AS FOLLOWS:
THREE (3.0 - 94 LOS) SACKS PORTLAND CEMENT (MINIMUM PER CUBIC YARD) 2-1/2 (100 LB) WKS OF
BENTONfrE (PREMIUM GEL OR APPROVED EQUAL) PER CUBIC YARD. BENTONITE SMALL BE PREMIXED
(HYDRATED WITH WATER TO PROVIDE A UNIFORM GEL PRIOR TO L41XING WITH PORTLAND CEMENT. ADDIRONAL
v I BE ADDED AS REQUIRED TO CREATE A WORKABLE MIX.
ADMIXTURES:
ADMIXTURES MAY BE USED AT THE CONTRACTOR'S OPTION. SUCH ADMIXTURES SHALL BE TYPES THAT INCREASE
THE WORKABILITY OF THE MIX AND SHALL BE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. NO ADDITIONAL
PAYMENT WILL BE MADE FOR THE USE OF OPTIONAL ADMIXTURES.
E. GROU11NG EQUIPMENT:
THE GROUTING MACHINE SHALL BE AN APPROVED PORTABLE ENGINE -DRIVEN MACHINE COMPLETE WITH ALL
NECESSARY CONTROLS, VALVES, GAUGES, HOSES AND COUPLINGS, BYPASS PIPES AND NOZZLES. THE PUMP
SMALL BE EQUIPPED WITH AN APPROVED DEVICE WHICH WILL PROVIDE POSITIVE MEANS OF MEASURING THE
PRESSURE IN THE VICINITY OF THE NOZZLE TIP.
F. GROUT INJECTION CASING:
THE GROUT INJECTION CASING SHALL BE FLUSH JOINT STEEL INSTALLED Erf DRIVING WITH A HEAVY HAMMER OR
DRILLING WITH ROTARY PERCUSSION EQUIPMENT.
1. WATER:
WATER SMALL NOT BE INJECTED AT CROUTTING LOCATIONS PRIOR TO THE GROUT EXCEPT FOR A
VERY LOW VOLUME (LESS THAN 10 GALLONS) OF WASH WATER OR DRILLING FLUID NECESSARY TO
ACODMPLJSH THE WORK.
2. GROUTING BEHIND SHEET PILE:
FILL VOIDS WITHIN THE LIMITS SHOWN. INJECT GROUT UNDER PRESSURE OF NO LESS THAN .50 Psi
AND NO MORE THAN 75 PSI,
STRUCTURAL OBSERVATION REQUIREMENTS:
1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE PROJECT. STRUCTURAL OBSERVER MUST
BE A USENCED CIVIL/STRUCTURAL ENGINEER.
2� STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND
CONNECTIONS OF THE STRUCTURAL SSYSIEM AT CRITICAL STAGES OF THE CONSTRUCTION
FOR CONFORIJIMCEWITH THE APPORVED PLANS AND SPECIFICATIONS.
3- STRUCTURAL OBSERVATION DOES NOT WAIVE RESPONSIBILITY TO OBTAIN INSPECTIONS BY
rif EI
ULDING OFFICIAL NOR IIIIUSE By SPECIAL INSPECTORS REQUIRED BY. THE UNIFORM
BUILDING CODE.
4. THE STRUCTURAL OBSERVER SMALL PERFORM SITE VISITS DURING THE PROGRESS Of THE
WORK IN A TIMELY MANNER AND ' JWL COMPLETE A STRUCTURAL OBSEIWATION REPORT
FORM rOR EACH STAGE OF THE WORK REQUIRING OBSERVATION AS LISTED IN THE
FOLLOWING TABLE
CONSTRUCTION STAGE [11WENTS 70 EF OBSERVED
I� RETAIWNG #ALL !A- RUNFORONG IN WALL. FOOTING AJND SLAB
2. SFAWALL 2A_ REINFORCING IN PlIf CAP AND DIADMAN
2-3. TICRODS
5772 BOLSA AVE., SUITE 100
HUNTIN6TON BEACH, CA 92649
TEL: j7 *4) 895-2072
FAX. (714) 895 1291
W,
UARS
No. 30
AT
I PW
ABOVE FINISH FLOOR
A.C.O.E.
7�-N
ALUM.
ALUMINUM
5772 BOLSA AVE., SUITE 100
HUNTIN6TON BEACH, CA 92649
TEL: j7 *4) 895-2072
FAX. (714) 895 1291
W,
f
0
AT
A.F.F.
ABOVE FINISH FLOOR
A.C.O.E.
7�-N
ALUM.
ALUMINUM
X
BY
BEL
RHM
REFERENCE DRAWIN
I� TENTAT.VE TRACT NO. 15323
PREPARED BY ADAUS-SIREEIER CIVIL ENGINEERS INC.
2. ROUGH GRADING PLAN, FOR TRACT NO, 15323
PREPARED BY ADAMS-SWETER CIVIL ENGINEERS INC.
3. OFF-SITE STREET IMPROVEMENT. PLANS FOR TRACT NO 15323
PREPARED BY AOAMS-S7REETS CIVIL ENGINEERS INC.
SPECIAL CONDITION:
CONDIMN OF APPROVAL- CALIFORNIA COASTAL COMMISSION
1. CONSTRUCTION RESPONSIBILITIES AND DEEIRISS REMOVAL
(a) No CONSTRUCTION MATERIALS. EQUIPMENT, DEBRIS OR WASTE SMALL BE PLACED OR STORED WHERE
IF MAY BE SUBJECT 70 INUNDATION OR DISPERSION IN THE WATERS OF THE MARINA.
(b) MY AND ALL DEBRIS RESULTING FROM CONSTRUCTION ACTIVITIM SKALL BE REMOVED FROM THE
SITE WITHIN 10 DAYS OF COMPLETION OF CONSTRUCTION.
(c) No MACHINERY OR CMSTRUCTION MATMtALS NOT ESSENTIAL FOR PROJECT, IMPROVEMENTS SMALL
BE ALLOWED AT ANY TIME IN THE INIIERTIOAL ZONE;
(d) IF TURBID CONDITIONS ARE GENERATED DURING CONSTRUCTION. A SILT CURTAIN SMALL BE LFI)LIZED
TO CONTROL TURBIDITY.
FLOATING BOOMS SMALL BE USED TO CONTAIN DEBRIS DISCHARGED INTO COASTAL WATERS AND ANY
DEBRIS DISAWAGED SHALL BE REIAMD AS SOON AS POSSIBLE BUT NO LATER THAN THE END OF
EACH DAY.
(f) NON -BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY DIVERS AS
SOON AS POSSIBLE AFTER LOSS.
(9) REASONABLE AND PRUDENT MEASURES SMALL BE TAKEN TO PREVENT ALL DISCHARGE OF FUEL OR
OILY WASTE FROM HEAVY MACHINERY, PILE DRIVERS OR CONSTItUCTION EQUIPMENT DR POWER TOOLS
INTO THE WATERS OF CHANNEL ISLANDS HARBOR. 'ME APPucAmr AND THE APPUMrS
CONTRACTORS SHALL HAVE ADEQUATE EQUIPMENT AVAILABLE TO CONTAN ANY SUCH SPILL
IMMEDIATELY -
WN -10_0 WISYLERM
&
AND
0
AT
A.F.F.
ABOVE FINISH FLOOR
A.C.O.E.
ARMY CORPS OF ENGINEERS
ALUM.
ALUMINUM
X
BY
BEL
BELOW
on.
130ARD
W
BEAM
BOG
BOTTOM OF CONCRETE
BW
BACK OF WALK
CEI
CARRIAGE BOLTS
f
CENTER LINE
C/C
CENTER TO CENTER
CF.
CUBIC FOOT
C.I.P.
CAST IN PLACE
CLR
CLEAR
CONIC.
CONCRETE
COME.
CONTINUOUS
CLR.
CLEAR
CY.
CUBIC YARD
PCIF
DEGREES
0
DIAMETER
D
DEPTH
DWG.
DRAWING
DET.(S)
DETAIL(S)
DIA.
DIAMETER
D.L.
DEAD LOAD
ON.
DOWN
ELECT.
ELECTRICAL
ELEV. OR EL.
ELEVATION
EXIST. OR E.
EXISTING
Ek
EACH
EQ1
EQUAL
EXP.
EXPANSION
FIN.
nmsH
F1 R.
FLOOR
FT,
FEET
elk
IIAGE
GALV.
GALVANIZED
G
ULU. [AM.
GLUE LAMINATED
H
�IGH
4T.
HEIGHT
HDAR
HARDWARE
IN
INCH
IN L
NT`ER�R
LBS.
POU'Nos
LAM.
1AWRATED
919 BAYSIDE DRIVE
,Vew.Dort 3cach. CA
GENERAL NOTES
LIN.
LINEAL OR LINEAR
LG.
LONG
LL
LIVE LOAD
M.L.L.W.
MEAN LOWER LOW WATER
MAT.
MATERIAL
MAX.
MAXIMUM
MIS
MACHINE BOLTS
MFR
MANUFACTURER
MM.
MILLIMETER
MIN.
MINIMUM
MEL
METAL
N.I.C.
NOT IN CONTRACT
NO. OR
NUMBER
(N)
NEW
D.C.
ON CENTER
0/0
OUT TO OUT
OPNG.
OPENING
OPP.
OPPOSITE
11
PERCENT
m,,:
PLUS OR MINUS
t
PLATE
PCIF
POUNDS PER CUBC FOOT
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE
REINIF.
REINFORCEMENT. REINFORCED
REQ'D
REQUIRED
RM. OR RMS
ROGM/S
RSP
ROCK SLOPE PROTECTION
ZND SO.
SECOND
SQUARE
SF.
SQUARE FOOT
ST1_
STEEL
Sim.
SIMILAR
SH. OR S14T
SHEET
S.S,
STAINLESS STEM
TIO,C.
TOP OF CONCRETE
G
TONGUE & GROOVE
IYP.
TYPICAL
TIAK.
U.H.W.W.
ULTRA HIGH MOLECULAR NEIGHT'
U.H.F DR U!I1
UNREASONABLE HARDSHIP IXCEPTIOT�
U.N-O.
UNLESS NOTED OTHERWISE
VERT.
VERTCAL
W.W.M.
WELDED WIRE MESH
WITH
WD.
WOOD
NO SCALF
7
_30990065
PA
GN -1
DESCRP110N
RE VI S I ON S
REMOVAL PLAN
0 SCALE 1 "=20'-O"
REMOVAL NOTES:
[T] REMOVE EXISTING WALL AND FOOTING.
1-21 REMOVE EXISTING CONCRETE SIDEWALK.
nA EXCAVATED BEHIND EXISnNG WALL AS SHOWN IN DETAIL @A
R-1
Lil REMOVE A PORTION OF EXISTING TIE RODS AS SHOWN IN DE -TAIL@
QUANTITY AND LOCATION OF TIE RODS IS UNKNOWN.
05 REMOVE EXISTING PILE CAP. DO NOT DAMAGE REINFORCING FROM EXISTING WALL
PANELS INTO CAP.
Rl REMOVE EXISTING GANGWAY. LANDING AND PILE.
[7j REMOVE EXISTING PLATFORM. PILES AND GANGWAY.
(EXCEPT AS PERMITTED PURSUANT TO SPECIAL CONDITION I TO CDP
5-06-145. THIS WORK WILL NOT OCCUR UNTIL AN AMENDMENT FOR
P-11-29-73-2313 HAS BEEN SUBMITTED AND APPROVED)
.8
REMOVE. EXISTING PLANTER.
0 10' 20' 40-
RAPH!C SCALE: 1'--20'
No. 30379
I
---EXISTING DOCKS
EXISTING TIE ROD
OR AS PER
GEOTECHNICAL
RECOMMENDATIONS
7 . -0'
MIN
r --� R
A MOVAL SEQTION
�R--�/' SCALE: I"=20' -O"
5772 BOLSA AVE.. SUITE 100
HUNTINGTON BEACH, CA 92649
TEL: (7'-1) 895-2072
FAX: (7 14) 895-1291
BRE
BRE
Rt iNi
RIAM
AFTER THE SOIL BEHIND THE EXISTING WALL IS
REMOVED AS SHOWN. REMOVE EXISTING CAP AND
TIE ROD. REMOVAL Or THE PILE CAP SHALL BE
PERFORMED IN SUCH A MANNER AS NOT TO
DAMAGE THE EXISTING REINFORCING BARS WHICH
EXTENDS FROM THE 70P OF THE PANEL INTO THE
PILE CAP. IF EXISTING PANEL REINFORCING IS
DAMAGE OR MISSING. INSTALL 2-05 REBARS AT
THIRD POINTS OF THE PANEL EXTEND RFBAR 12'
INTO CAP AND V INTO EXISTING PANEL USING
SIMPSON *SET' EPDXY. NO SURCHARGE LOAD WLL
BE PERMITTED WITHIN A HORIZONTAL DISTANCE
EQUAL TO THE HEIGHT OF THE CUT OR 5 FEET
WHICHEVER IS GREATER FROM THE TOP OF THE
SLOPE.
EXISTING REINFORCING
BARS TO REMAIN
EXISTING CONIC. SHEET
PILE PANELS TO REMAIN
EL ZOD
\7 MLLW
-MUDLINE
919 BAYSIOE DRIVE
,Vewport Beach, C -A
REMOVAL PLAN AND SECTION
1 "=20' LD
30990055
R-1
CGNC. WALL
DESCRIPTION OTY
UNITS
1
BY O-jERS
LF
2
CONSTRUCT 8 FOOT WIDE CONCRETE WALKWAY 438
LF
3
C014STRUCT PILE SUPPORTED CONCRETE PLATFORM A I
EA
4
CONSTRUCT PILE SUPPORTED CONCRETE PLATFORM 0 1
[A
61,09'
CCNSIRUCI FILE SUPPORTED CONCRETE PLATFORM C I
WALKWAY --
6
INSTAL, CONCRETE PILES AT PLAirDR.W A 2
EA
7
BY OTHERS
[A
9
INSTAILL CONCRETE PILES AT OLATTORM C 2
FA
___
9
. _ ...... . .. ...
INISTAH. PE -BACK ANCHORS 43
--NEW DEADMAN
m
CONSTRUCT CONCRETE DEADMAN ANCHOR FAIM
.. ..
rxST. SEAWALL
LF
12
NEW CONC, WALL
Ul
13
PFttL MAJ4AGE HOLES NTO EX's-FING WALL 1 21
[A
14
:5
INSTALL MANHOLE 2
OLOCKOUTS FOR FUPURE R--�ESSED LID,, 2
EA
EA
EW TT ROD TYP.
wo
760
-23 .00
30.60
SEE DVAIL 3/S6
10. 00'
3
10 .00'
10,06
TY P.)
0051ING SEAWALL—_
. . . . ....... 7
7.
A
NEENAH
EASTING SEAWALL--
R 1570 MANHOLE
BELOW
COVER OR
APPROVED EQUAL
)B110
LANDSLIDE luFROYMNIS ARE BY OTHERS
AND ARE -40T A PART Or THIS PRD.ECF.
REFER TO REFERENCE DRAWING'S 4OTLD
ON Will" CN -I.
NEW DEADMAN
NEW TERDO TYP.
NEW CONC. WALL
20,00'
PLAIFOW 'A*—/
\-NEW W -Or WIDE cCj a W-0, D.C.
&OD, D CONIC. WALKWAY ci o W-6, D.C.
�2
(TYP.) I
S 2 S-4
S-4 S-3
WNSTRUCTION TASKS AND ESTIMATED QUANTITES
TASKS
DESCRIPTION OTY
UNITS
1
CONSTRUCT CONCRETE RETAINING WALL 435
LF
2
CONSTRUCT 8 FOOT WIDE CONCRETE WALKWAY 438
LF
3
C014STRUCT PILE SUPPORTED CONCRETE PLATFORM A I
EA
4
CONSTRUCT PILE SUPPORTED CONCRETE PLATFORM 0 1
[A
5
CCNSIRUCI FILE SUPPORTED CONCRETE PLATFORM C I
EA
6
INSTAL, CONCRETE PILES AT PLAirDR.W A 2
EA
7
NSTALL CONCRIFIF PILES AT PILAIFORM B
[A
9
INSTAILL CONCRETE PILES AT OLATTORM C 2
FA
___
9
. _ ...... . .. ...
INISTAH. PE -BACK ANCHORS 43
EA
10
CONSTRUCT CONCRETE DEADMAN ANCHOR FAIM
.. ..
.. .............. ..... . .
CONST.RUCT PILE CAP 438
LF
12
IISTAL-L 42 !NC� HIGH CUARDRXIL 452
Ul
13
PFttL MAJ4AGE HOLES NTO EX's-FING WALL 1 21
[A
14
:5
INSTALL MANHOLE 2
OLOCKOUTS FOR FUPURE R--�ESSED LID,, 2
EA
EA
WENT
LOR UMWAL OEVELC
DESCRIPTION
Rf
EVISIONS
FILE SCHEDULE
APPROX
APPROX
FINISH TOP
TIP
APPROX
ELEVATION
ELEVATION
PILE LENGTH
I' ATFORM 'A' LOCATION
SIZE
(MLLW)
(MLLW)
(MLLW)
RLE I W. OCIAIL ItSfl
16,0
B."
-23.00
JL50
Flif 2 SEE DETAIL I/S6
1 6'0
8.50
-23.00
31.50
AATFORM *0*
. . . . .. ...... . ............. ....
LE I SF--- t),TA!L 2/S6
PLATORM 'C'
F XTAIL 3/56
wo
760
-23 .00
30.60
SEE DVAIL 3/S6
177.75'
EDGE OF
PLATFORM 'C'
-CONC. WALL
BY OTHERS
WIT21W
PLATFORM �C
s 5 /W ADA GANGWAY
BY OTHERS
TRACK
BOUNDARY
.......... ...............
116.24!
10,00, 1 275' N ENAR R- 1570
r1p.) MANHOLE COVER
OR APPROVED
. .. ...... . ... . ... EQUAL
-NEW CONIC. WALL
_-.XE>
I
(E) SEAWALL BELOW Say 14
PIERHFAD LINE
WALKWAY PLAN
SCALE 1"=20'-0-
TOP OF SEAWALL
(PILE CAP) I
POINT rLri
A 47.60
Or 47 6 0
C
_&SO
E a.50 __
q�6f , 35,_�. -,I - "`: M-
EC BRE
5772 B0[.SA AVE-, SUITE 100 13RE
I 4UNTINGTON BEACH, CA 921549
TCN
0. 379 rF[.: (114) 895-2072
FAX: 1(14) 895- 1291
RI -IM
EASTING DOCKS
Nm
I. REFER TO REFERENCE DRAWINGS, NOTED ON SHEET GN -I. FOR
'7HE FOU_OW!NG_'
FINISHED SURFACE ELEVATIONS OF WALKWAY,
ELEVATIONS OF FLOW LINE ON WALKWAY.
DRAIN LOCATIONS ON WALKWAY,
RETkNING WALL i OCAITONS
Z SEE DETAIL SAS -1 FOR CRACK CONTROL ?CINTS (CCJ)
I SEE DEIAIL 5A/S-9 FOR CONSTRUCTION "NT (CJ)
4. SEE DETAC 4/S-9 FOR CONSTRUCTION &14T AT PILE CAP
LEGEND
LOCATION OF BLOCKOUT FOR FUTURE RECEM LIGHT AND
CONDUIT. SIZE OF BLOCKOUT BASED ON A COMPACT FLOURESCENT
CAST BRONZE STEP LIGHT BY HYDREL COMPANY PART NUMBER
4453-8-13DTT-120-IPL-LPI-87.
919 BAYSIDE DRIVE
A'ellDcrt Recoh, CA
WALKWAY PLAN
.309900-65
S_
FL_ VARIES
FINISH
SURFACE
BACKFILL BEHIND --N
WALL WITH CLEAN
SAND. SEE NOTE 20H
ON SHEET GN -1
EXCAVATION LINE
CONTINUOUS REINFORCED
CONCRETE DEADMAN SEE
DETAIL
HIGH STRENGTH TIE -
ROD ENCASED IN
GROUTED PVC
By
CLEAN CRUSHED
DRAIN ROCK
MIRAFI 14ON FILTER -
FABRIC COVER
AROUND GRAVEL
4' 111 PERFORATED
LONGITUDNAL PIPE
I�
AND SOLID LATERAL
PIPE 0 4V --O* D.C.
SEE /'�-\
,.-0.
Pull '; W
LIC ALKWAY
GUARDRAIL - SEE � �l
Qs�_g
10. CONIC. EL
SEE REFERENCE DWGS,
T.O. SEAWALL EL 8.50
. . ........ .
CUR. V HIGH WATER = 7.50
__�_EXIS7. SEAWALL
-,—DRILLED 2'0 WEEP 14OLES 0 20'-0* D.C. EXCEPT AT PERFORATED
PIPE LOCATION. CENTER WEEP HOLES AND PERFORATED PIPE IN
_EL. -3. c
3'
.
I
...
WALL PANEL USE A NON-DESTRUCTIVE METHOD TO LDCAIE
EXISTI NO REINFORCING PRIOR TO CUTTING HOLES, IN ORDER TO
JUTTING OR NOTCHING REINFORCING.
B.O. FOOTING 2.DO
. . . .
OC TOP
CONT. STYROFOAM
2* DEEP VERTICAL CRACK
3' CUR
CONT90L JOINT 0 20' D.C.
Y
MAX.. OCATION OF JOINT TO /-5"\
AUGN,WIIH CCJ IN SLAB SEE
BLOCKIOUT FOR FUTURE
RECEWO LIGHT AND
SEE PLAN ON
MUDUNE = VARIES (-1.50 1
ZCl�]T.
EE S-1 FOR LOCA'now
OW WATE'R -2 DO
T.O. CPNC. EL SEE REFERENCE DWGS.
.-0.
_"UNE
6_9'
GUARDRAIL - SEE � �l
Qs�_g
10. CONIC. EL
SEE REFERENCE DWGS,
T.O. SEAWALL EL 8.50
. . ........ .
CUR. V HIGH WATER = 7.50
__�_EXIS7. SEAWALL
-,—DRILLED 2'0 WEEP 14OLES 0 20'-0* D.C. EXCEPT AT PERFORATED
PIPE LOCATION. CENTER WEEP HOLES AND PERFORATED PIPE IN
_EL. -3. c
3'
.
I
...
WALL PANEL USE A NON-DESTRUCTIVE METHOD TO LDCAIE
EXISTI NO REINFORCING PRIOR TO CUTTING HOLES, IN ORDER TO
JUTTING OR NOTCHING REINFORCING.
B.O. FOOTING 2.DO
. . . .
OC TOP
CONT. STYROFOAM
15 0 12'
3' CUR
BLOCK
#5 0 12' OC -
0_00
MUDUNE = VARIES (-1.50 1
OW WATE'R -2 DO
.-0.
_"UNE
6_9'
22'-0'
/ 4
. .. . ..... . . . . . . . . . . .............. ................. ..
MUDJACKING GROUT AT FACli FXISTING-j
PANEL JOIN THE AN TICIPATED
AMOUNT C4: GRWT IS 5 CUB'c F-EET
PER UNEAR FEET OF NJECT'ON HOLE
I TYPICAL SECTION AT WALKWAY
33 R E
'RE ER
2/19/03 ��S;�EMITTAL TO bVIDNG CEPARIWNT EC 919 BAYSIDE DRIVE
A`ewpor! 6each, CA
FOR COASTAL PEW11 5772 BOLSA AVE.. SUITE 100 BRE
RS HUNTINGT014 BEACK CA 92649 .'A
UA TCN
TEL: (7!4) 895 2[)12
No. 30379
FAX (71,1) 895 1291 TYPICAL SECTION AT WALKWAY
0A IE DESCRIP I ION
R I fikA
Al"CiN
71 0
RHM
AS NOTED1 Z _D\
30990065
j
S-2 i
FL. VARIES
2/19/38 R-lSUBMiT,AL -,0 MLOING DEPARTMEINT
8/15/07 �'EVIRDIOR COAS.AL DEVELOPMENT PMMIT
DESCR!FTION
DA
REVISIONS
GUARDRAIL
BY OTHM
FINISH
SURFACE
BACKFILL BEHIND
WALL MTH CLEAN
_---EXIST.
No
SAND . SEE DIE 2W
ON SHEET GN -I.
EXCAVATION LINE
WALL PANEL USE A NON-DESTRUCTIVE METHOD M LOCATE
CLEAN CRUSHED MAIN
'ING PRIOR TO CUTTING HOLES, IN ORDER TO
EXISTING REINFORL
ROCK -Y4'4T
CONTINUOUS REINFORCED
MIRAF1 i4oN FILTER FABRIC
CONCRETE DEADPAN SEE
COVER AROUND GRAVEL
DETAIL
4' 0 PERFORATED LONGITUDINAL PIPE
AND SOLID LATERAL PIPE 0 40'-0* O.C.
HIGH STRENGTH 71E
SEE 6
S-7
ROD ENCASED IN
GROUTED PVC
0.00
gl
3' CLR.
#5 0 12- OC TOP
#5 0 12- OC ----
V-2'
. . . . ............
22'-0 . .. . ..... . .............. ......... .
MUDJACKING GROUT AT EACH EXISTING— /
PANEL JOINT. T14E ANl[ICIPATED
AMOUNT OF GROUT 15 5 CUBIC FEET
PER UNEAR FEET OF IN.IECT-ION HOLE.
(T) SECTION AT WALKWAY
S-3 ) SCAIL 1/2'=I' -O'
PUBLIC ftckwkv
51
M
2* DEEP VERTICAL CRACK
CONTROL JOINT 0 20' D.C.
PAX. LOCAIION OF JOINT TO
AUGN V4714 CCJ IN SLAB SEE S-7
BLOC�Vl FOR FUTURE
RECESPEID LIGHT AND
=11 SEE PLAN ON
S-1 FOR LOCATION.
GUARDRAIL - SEE /'I --N
k:G)
T.O. CONC. EL
SEE REFERENCE DINGS.
-101, C C. FL. SEE REFERENCE DWOS.
2Z MAX.
TO. SEAWALLEL,_YM!E�
HIC44 WATER = 7,50
-1 \Lj/ SIM
EC SRE
5772 801 -SA AVE. SUITE 100 AIR[
HUNTINGTON 13EACH. CA 92649 Ar. ji�'L �'A 1
s- TCN
No. 30379 TFL: (714) 895 2072
Q. AX -1) 395-129 i
RIIM
RHM
919 BAYSIDE DRIVE
Newport Beach, CA
SECTION AT WALKWAY
Si - 1AS; -Nl OTED1 - ZA',
S-3
_---EXIST.
SEAWALL
RILL 2*0 WEEP HOLES 0 20! - EXCEPT AT PERFORATED
D ED -0* o.r
PIPE LOCATION. CENTER WEEP HOLES AND PERFORATED PIPE IN
WALL PANEL USE A NON-DESTRUCTIVE METHOD M LOCATE
'ING PRIOR TO CUTTING HOLES, IN ORDER TO
EXISTING REINFORL
AVOID Cum OR NOTCHING REINFORCING,
B.O. FOOTING 2.00
CONT. STYROFOAM
5 cut
BLOCK
0.00
MUDLINE = VARIES-CAMMINI)
5 OW WATER - -2*11�
-----------
/_.UNE
4'
EC SRE
5772 801 -SA AVE. SUITE 100 AIR[
HUNTINGTON 13EACH. CA 92649 Ar. ji�'L �'A 1
s- TCN
No. 30379 TFL: (714) 895 2072
Q. AX -1) 395-129 i
RIIM
RHM
919 BAYSIDE DRIVE
Newport Beach, CA
SECTION AT WALKWAY
Si - 1AS; -Nl OTED1 - ZA',
S-3
2'-0'
BACKFILL BEHIND WALL —
WITH CLEAN SAND. SEE
NOTE 20H ON SHEET GN -1.
CONTINUOUS REINFORCED
CONCRETE DEADMAN SEE
DETAIL @
EXCAVATION LINE
HIGH STRENGTH TIE
ROD ENCASED IN PVC
& GROUTED
V-10, 8'-0* 4'-4*
PUBLIC WALKWAY GANGWAY PLATFORM *B*
PUBLIC WALKWAY NEW CONC, PLAVORM
WALKWAY BY OreERS 10- Y -O- T -O" WALKWAY BY�01H.IEFIS io 3,-0* 5 . 0 .... .... ............. 2' -2 -
PILE
PILE
(I (A' WALE
2�-O' WIN LAP
P TFORk
r— T.O. LA
_--(I OF 'SWALE E_* CE DWIT
T. 0.. ONC. El. SEE SEE
-GUARDRAIL, SEEt_,_,� MIRAF1 140R FILTER T.O. 1' 0
I RErE ENCE DWGS. j
FABRIC COVER
—T.O. CONC, PLATFORM
T.O. GONC, EL SEE SEE REFERENCE DWG& AROUND CLEAN EL. 8.50 #5 0 12' OC
REFERENCE DWGS. Ex 1�*a
05 a 2' OC ROCK
2'-0' MIN LAP , CRUSHED DRAIN r_C.J
TO S'AWALL F1 760 I'_O' EW T
C.C.1
-1;74
A� +
T.O.CANGUAT F�LATFORM LEVEL
3. SZ HIGH WATER 7,50
MIRAFI 140N FILTER m EL. 6.53
FABRIC COVER AROUND
CLEAN CRUSHED DRAIN V�2
T_
ROCK . . . . . /' �2 V
S-8 SIW
r -O AEV
_0 1 0 DUST. SEAWALL VOID
MIN VOR) MIN
EXIST. SEAWALL
2
rV.D
-C
ONCRETE
FILE 1 EL 3.17 s
B.G. FOOTING 2.00 B.O. FOOTIN
G 2.00
EXCAVATION LINE
-CONT. STYROFOAM BLOCK
MLLW 0-00
MUDLINE VARIES (-1.50_�!INJ MUDLA
.... ......
LOW WATER -2.
5
MUDLINE
777-
2-0 �2
W-9' 4'
22'-0*
MUDJACKING GROUT AT EACH EXISTING MUDJACKING GROUT AT EACH DUSTING
PANEL JOINT THE ANTICIPATED PANEL JOINT. THE ANTICIPATED
AMOUNT OF 'GliOUT IS 5 CUBIC FEET AMOUNT OF GROUT IS 5 CUBIC FEET
PER LINEAR FEET OF INJECTION HOLE. PER LINEAR FEET OF INJECTION HOLE
. . .......... ...
FOR INFO. NOT SHOWN,
FOR INFO. NOT SHOWN, SEI SECTIONS
I
SEI SECTION
(��) SECTION AT PLATFORM "A'
'\, �4 SUL 1/0--l'-O'
SECTION AT PLATFORM "B"
LEVEL
TR . 750
PILE
MLLW` = 0.0
VARIE.Ski-SO. MIN)
__LOW WAT�R_- _ -2.0
� MUDUNE
di Mlaz L E L
Q_ R E
1" 919 BAYSIDE DRIVE
T ECkl'
2/19/08 RESUBMITTAL 3U10ING DFIPARTMENT 3RF AS NOTEED1 Z—l)%,
Newport Reach, (-'4
5772 BOLSA AVE., SUITE 100 BRE
8/15/07 RNSED FOR COASTAL 9-VELQ--M-NT PERMIT RHM
HUNTI'sIGTON BEACH, CA 926-19
TEIL.- ill -0 895-2072 TCN J0990065
No. .30379
SECTION AT PLATFORMS A & B
By FJV 1,7�4)895-1291
NO- DA TE DESCIRPTION R H M
REVISIONS S-4
_F C&Q RHM
71
1.
MIRAF] 140N FILTER
FABRIC COVER
VOID
AROUND CLEAN
A
CRUSHED DRAIN
ROCK
N
V-0 .
......... .. . . ... ...... ........
PUBUC WALKWAY GANGWAY PLATFORM *C*
5'-C*
--------- ---- 3'-0'
PILE
BLOCKIOUT FOR FUTURE
RECESSED UGHT AND
CONE11. SEE PLAN ON 2'-0' MIN LAP
SHE , S-1 FOR . . . . .......
LOCAION, T.O. CONC.
PLATFORM SEE
T.O. REFEREENNVCME D F� J5 0 12 OC
Ch tL' I EM. T&O
SEE R ENCE DINGS.
C.0 Jf
T.0 I WALL
EL & :�i
L
v
L I
is
\ 1' .3 '\ -
-Au
I
VOID
Ec
E)OST. SEAWALL
N
5772 BOLSA AVE., SUITE 100
ORE
EL 3.17
B.O. FOOTING - 2.00
EXCAVATION LINE
R
N�
3037
. ........ ......
5
TEL: 114) 895-2072
TCN
FAX: (7 14) 895-1291
MUDJACKING GROUT AT EACH EXISTING
PANEL JONT. THE ANTICIPATED
AMOUNT OF CROLIT IS 5 CUBIC FEET
F
PER LINEAR FEET OF INECTION HOLE.
RHM
FOR INFO, NOT SHOWN,
Sll llCTIONS@
....... . . ......
TO hILDING DEPARTMENT
. ... ..... .
qUSED FORCOASTAL DEWLO�'ki-NT PER)
.. ... .... .......
DESCRIPTION
. . ..........
REVISIONS
rl-'), SECTION AT GANGWAY PLATFORM 'C'
SME
GUARDRAIL - SEE@
T.O. GANGINAY. PLATFORM LEVEL
�7 HIGH WATER - 7.50
P'LE(p
--v-Al:�w = Do-
MUOUNE = VA.,QIES.(-1.5
LOW WAIER - -2.00
919 RAYSIDE DRIVE
New.nort i?each, CA
SECTION AT PLATFORM C
/N
AS NO
10990065
S-5
B R E
Ec
N
5772 BOLSA AVE., SUITE 100
ORE
HUN'r"NGTON BEACH, CA 926,19
R
N�
3037
TEL: 114) 895-2072
TCN
FAX: (7 14) 895-1291
-T
F
RHM
919 RAYSIDE DRIVE
New.nort i?each, CA
SECTION AT PLATFORM C
/N
AS NO
10990065
S-5
CONC. WAIL
BY OT14ERS
10' -Cl*
.. . ..........
WALKWAY BY
OTHERS
. . . ............
EASY
PILE 6AP -
. . .. . ..... ............
5772 BOLSA AVE.. SUITE 100
-!NFFri
BR E
S-3
919 BAYSIDE DRIVE
Vew.noit Beach, C,4
- -.-, / RETAINING WALL
0
AS NOTED
-0
-0
I
I
_
(T.O.W. EL 14.50')
1
1
'--CONCRETE RET"ING
ALI BELOW
M 6E "R
No. 30379
... ... ...... .. . ...... . .....
TEL (7�4)895-2072
TC�lq
E IST.
X
GUARDRAIL
309.90065
riv� k714) 895-1291
PLANS AT PLATFORMS A, B, & C
PILE CAP BELOW
T.O. COPIN G EL
I. -/
SEE CIML DWGG
TOP OF SEAWALL (PILE CAP)
TOP OF SEAWALL (PILE CAP)
ELEV +7.60
ELEV +7.60
JOIN E-ASTING
GUARDRAIL
TOP OF SEAWALL (PILE CAP)
TO SLOPE Up TO
ELEV 48.SD
CCj
CCJ
CONC.
PLATFORM
GUARDRAIL
NO.: OATE
ij
ip
. ...... -A-z-
10* -0'
rl "), PLATFORM -A- PLAN
�L6� TAE- 1/2*=l'-O* E)
RESUBMil-TAL TO BUILDING DEFARTMEWT
Rr,',fiSFD FOR COASTAL DMOPMEN I PERMIT Ril V.
D.- --RiP i - iON 'jy
REVISIONS
\-CONCRETE PILE
TYP
5, -Cr
CONCRETE RVAINING
WALL BY ODAERS
r F
�2 GANGWAY PLATFORM V PLAN
\11, �6 SWE 1/2'-4-0' E;
GANGWAY PLATFORM V PLAN
SuL. 0
'.IT E
EC
. . .. . ..... ............
5772 BOLSA AVE.. SUITE 100
-!NFFri
BR E
S-3
919 BAYSIDE DRIVE
Vew.noit Beach, C,4
0
AS NOTED
-0
-0
BRE
10* -0'
rl "), PLATFORM -A- PLAN
�L6� TAE- 1/2*=l'-O* E)
RESUBMil-TAL TO BUILDING DEFARTMEWT
Rr,',fiSFD FOR COASTAL DMOPMEN I PERMIT Ril V.
D.- --RiP i - iON 'jy
REVISIONS
\-CONCRETE PILE
TYP
5, -Cr
CONCRETE RVAINING
WALL BY ODAERS
r F
�2 GANGWAY PLATFORM V PLAN
\11, �6 SWE 1/2'-4-0' E;
GANGWAY PLATFORM V PLAN
SuL. 0
'.IT E
EC
5772 BOLSA AVE.. SUITE 100
-!NFFri
BR E
919 BAYSIDE DRIVE
Vew.noit Beach, C,4
0
AS NOTED
-0
-0
BRE
HUNTINGTON BEACH, CA 92649
"A�'
M 6E "R
No. 30379
TEL (7�4)895-2072
TC�lq
309.90065
riv� k714) 895-1291
PLANS AT PLATFORMS A, B, & C
RHM
S-6
5 TURNS
MIN. 0 1 TIRM
16" ROUND PILE
PRESTRESSED CONCRETE PILE NOTES:
MINIMUM CONCRETE STRENGTHS:
28 DAY COMPRESSION STRENGTH -f-C = 5,000 P*i
AT TIME OF DRIVING ____ .... ... ... ... . ....... . ......... f'c = 6,000 psi
AT INITIAL RELEASE = 4.000 pai
P ESTRESSING STRANDS SHALL CONFORM TO ASTM A416. GR. 270 (LOW RELAXATION).
RE
RESIDUAL FINAL STRAND FORCE, AFTER ALL LOSSES. SHALL BE 24.DOO LBS/STRAND MIN.
PRESTRESS SHALL BE CONCENTM WITH IPILE AXIS.
SPIRAL SHALL CONFORM TO ASTM A82. PROVIDE 1YZ TURNS AND 13Y HOOK AT ALL
SPIRAL SPLICE LOCATIONS.
SPIRAL SHALL BE EPDXY COATED PER ASFW A-934,
JETTING OF PILTS IS NOT PERUITIED.
PROPIRPES OF P1
4-17 HRC 101) SERIES
SIZE
16' ROUND
DOWELS� SEE (71�
T -HEADED BAR5 (T'VPE
150 PLATE HEAD),
MOMENT OF INERTIA,
SIAD RUSIrCRONG
PILE
ICC ER 5292
"IT SPIRAL
- 974 PSI
GRE
. . ...... -.8-0.500' STRANDS EVENLY
ol
ft PILE
SPACED ALONG INSIDE OF SPIRAL
TCN
--I' CHAMFER TOP
RHIVI
........ . .
AND BOTTOM
RIAM
3' CLR.
3* CLIR
OUTSIDE OF SPIRAL
5 TURNS
-4-17 T -HEADED
IAIN_ 0 1'
I ---------
T r", i
TUBES
ir
WIT SPIRAL
K2 DETAIL
S-7 SCML' 1* = V-0-
26 CA MIN. POST
TENSI(AING TUBES
1
(I %" ID/2' 00) FILL
3,
NTH MASTER BUIDFRS
MASTERFLOW 920
CEMENTITOUS GROUT
5 TURNS
MIN. 0 1 TIRM
16" ROUND PILE
PRESTRESSED CONCRETE PILE NOTES:
MINIMUM CONCRETE STRENGTHS:
28 DAY COMPRESSION STRENGTH -f-C = 5,000 P*i
AT TIME OF DRIVING ____ .... ... ... ... . ....... . ......... f'c = 6,000 psi
AT INITIAL RELEASE = 4.000 pai
P ESTRESSING STRANDS SHALL CONFORM TO ASTM A416. GR. 270 (LOW RELAXATION).
RE
RESIDUAL FINAL STRAND FORCE, AFTER ALL LOSSES. SHALL BE 24.DOO LBS/STRAND MIN.
PRESTRESS SHALL BE CONCENTM WITH IPILE AXIS.
SPIRAL SHALL CONFORM TO ASTM A82. PROVIDE 1YZ TURNS AND 13Y HOOK AT ALL
SPIRAL SPLICE LOCATIONS.
SPIRAL SHALL BE EPDXY COATED PER ASFW A-934,
JETTING OF PILTS IS NOT PERUITIED.
PROPIRPES OF P1
(:C)
SIZE
16' ROUND
D"ETER
201 10
MOMENT OF INERTIA,
4
3,217 IN.
PILE
210 '.8/FT
"IT SPIRAL
- 974 PSI
GRE
. . ...... -.8-0.500' STRANDS EVENLY
ol
ft PILE
SPACED ALONG INSIDE OF SPIRAL
TCN
HUNTINGTON BEACH. CA 926,19
TFL (714) 895-2072
RHIVI
--j FAX - (714) 895-1291
RIAM
3' CLR.
3* CLIR
OUTSIDE OF SPIRAL
TO MRAL, __-8- 0.570 STRANDS
-4-17 T -HEADED
BARIN GROUT
TUBES
WIT SPIRAL
K2 DETAIL
S-7 SCML' 1* = V-0-
5 TURNS
MIN. 0 1 TIRM
16" ROUND PILE
PRESTRESSED CONCRETE PILE NOTES:
MINIMUM CONCRETE STRENGTHS:
28 DAY COMPRESSION STRENGTH -f-C = 5,000 P*i
AT TIME OF DRIVING ____ .... ... ... ... . ....... . ......... f'c = 6,000 psi
AT INITIAL RELEASE = 4.000 pai
P ESTRESSING STRANDS SHALL CONFORM TO ASTM A416. GR. 270 (LOW RELAXATION).
RE
RESIDUAL FINAL STRAND FORCE, AFTER ALL LOSSES. SHALL BE 24.DOO LBS/STRAND MIN.
PRESTRESS SHALL BE CONCENTM WITH IPILE AXIS.
SPIRAL SHALL CONFORM TO ASTM A82. PROVIDE 1YZ TURNS AND 13Y HOOK AT ALL
SPIRAL SPLICE LOCATIONS.
SPIRAL SHALL BE EPDXY COATED PER ASFW A-934,
JETTING OF PILTS IS NOT PERUITIED.
PROPIRPES OF P1
(:C)
SIZE
16' ROUND
CONCRETE AREA
201 10
MOMENT OF INERTIA,
4
3,217 IN.
WFJG14T
210 '.8/FT
PRET-RE5S LaAD ... . ............
- 974 PSI
M PLATORM PILE DETAIL
��l � SCAff-- NTS
1^12/19/08 1 RFSJHMIITAL TO ELILDING DEPARTMENT, I DRE I
a R VSED rOR COASTAL DEAL(
130. WE DESCRiPTION
RE V! S! ON S,
V WDE x 2' DEEP SAW CUT
JOINT. FILL VATH JOINT FIMR.
_�F
REINF. PER PLAN CONIC. SLAB
OR WALL
NOTE
SAW CUT CRACK CONTROL JOINT MUST BE MADE
WTHIN 24 HOURS OF POURING CONCRETE.
CRACK CONTROL JOINT (C.C.J.)
lltl� SCALE U.S.
FACE OF WALL OR
SLAB WHERE OCCURS
)/2' POLYURETHANE SEA] ' ANT
RAID__
EXTRUDED, FIEVHLE.
COMPRESSIBLE Po""T"E"'
FOAM ROD TOP 1. HAVE 6.AZED
SURFACE AND CROWNED. r__-EXPANSON ONT
vN!DMPRESSED Noll To BE MATERIAL rilL
Ya 3AFATER TIIAN ACTUAL
GROOVE WIDTR�
SECTION AT JOINT
!f,l SCALE- N.15.
hom.
CONTRACTOR SHALL NOT
POUR CONCRETE DECK
UNTIL GANGWAY HARDWARE
IS !N PLACE. HARDWARE
SUPPLIED BY OTHERS
EMBEDMENT HARDWARES
PROVIDED BY GANGWAY
MANUFACTURER
TOE PLATE-�
0
SECTION
S-7 TAL 1 1/2' = 1'4"
4^ SOLID PIPE 0
4AY-U* D.C.
FILL WITH CLEAN
CRUSHED DRAIN 'ROCK
YVX)�'
C
WRAP FILTER FABRIC
AROUND PIPE
4' PERFORATED PIPE.
SEE DETAIL
WALKWAY FDN.
AND WALL
GANGWAY
BY OTHERS
RAILINGS, ..........
BY LANDSIDE CONTRACTOR
CORE 3* DIA HOLE IN CENTER
OF WALL COORDINATE
PmE7S NTH RAIUNG
DRAWNGS BY 07HERS
3' CLR. 12'
rCLR. 'a
O.0 VEIRT
15 0 12' QQ
E H
F. ORTIZ
16 0 12-L-I'v::�
D.C. VERT
4 SECTION
\,�7 SWE 1 1/2" = V -Or
49" DIA.
PERFORATED DRAIN PIPE DETAIL
'Q:7� SME. 1, = 1, -Cr
919 BAYSIDE DRIVE
Newport Beach, CA
SECTIONS AND DETAILS
RE
`C 1,1
AS NOTED Z.0
30990065
S-7
(:C)
SECTION AT DRAIN PIPE
�,�7
SCALL I' = 1'-0*
GRE
u2s
5772 BOLSA AVE.. SUITE 100
BRE
TCN
HUNTINGTON BEACH. CA 926,19
TFL (714) 895-2072
RHIVI
--j FAX - (714) 895-1291
RIAM
RAILINGS, ..........
BY LANDSIDE CONTRACTOR
CORE 3* DIA HOLE IN CENTER
OF WALL COORDINATE
PmE7S NTH RAIUNG
DRAWNGS BY 07HERS
3' CLR. 12'
rCLR. 'a
O.0 VEIRT
15 0 12' QQ
E H
F. ORTIZ
16 0 12-L-I'v::�
D.C. VERT
4 SECTION
\,�7 SWE 1 1/2" = V -Or
49" DIA.
PERFORATED DRAIN PIPE DETAIL
'Q:7� SME. 1, = 1, -Cr
919 BAYSIDE DRIVE
Newport Beach, CA
SECTIONS AND DETAILS
RE
`C 1,1
AS NOTED Z.0
30990065
S-7
04 TIES 0 7- O�C.
ANCHOR NUT FACTORY
COATED W/ 12 MILLS
AMERLOCK 400 ---
WP ---
Z.-D.
— — - -------
6-#6 CONT. EA. FACE
BE
BEARING PLATE
W/ PIPE, SEE
DETAIL I—, -,,
12'
rl'� CONCRETE DEADMAN DETAIL
��l SCAM 1 1/2' = l' -O'
lAl\I 2/19/08 1 RESUBMIT -Al- TO 3LILOING I)EPARTMENT I BRE I
D,-SCRIPTION
REVISIONS
EL 14.80 -uYPA
3,CLR. —.1 15 0 12' O.C. VERT
DYWIDAG BAR ROCK AND SOIL ANCHORS
PRESIRESSING STEEL PROPERTIES - ASTM A722
#6 0 Ir
VERT.
BOWEL TO MATCH
SLAB REINFORCING
CONSTRUCTION ANT
CORRUGATED PVC
SHEATHING PREGRDUTED
IN FACTORY
1-Y4*0 DYMDAr THREADED
BAR GRADE 150, ASTM
A-722 ENCASED IN GROUTED
PVC PIPE
4' PVC SLEEVE
t 3 SECTION
�ItV SCkf- 1 1/2' = 1'4
15 0 127 D.C. LF, HORIZ
2' DEEP VERTICAL CRACK
CONTROL JOINT 0 20' D.C.
MAX LOCATION DF JOINT TO
All& WTH CCJ IN SLAB SEE
3' CUL
BLOCKOUT FOR FUTURE
RECESSED LIGHT AND CONDUIT.
SEE PLAN ON SHEET S-1 FOR
LOCATION,
2--0-
GONTINOUS REINFORCED
SWALE
CONCRETE DEADMAN
T 0 CON SEE
lY4*0 DYWDAG THREADED
Clik PLA
BAR GRADE 15D. ASTM
13'-0* LAP
A-722 ENCASED IN
GROUTED PVC PIPE
VARIES
BE
BEARING PLATE
W/ PIPE, SEE
DETAIL I—, -,,
12'
rl'� CONCRETE DEADMAN DETAIL
��l SCAM 1 1/2' = l' -O'
lAl\I 2/19/08 1 RESUBMIT -Al- TO 3LILOING I)EPARTMENT I BRE I
D,-SCRIPTION
REVISIONS
EL 14.80 -uYPA
3,CLR. —.1 15 0 12' O.C. VERT
DYWIDAG BAR ROCK AND SOIL ANCHORS
PRESIRESSING STEEL PROPERTIES - ASTM A722
#6 0 Ir
VERT.
BOWEL TO MATCH
SLAB REINFORCING
CONSTRUCTION ANT
CORRUGATED PVC
SHEATHING PREGRDUTED
IN FACTORY
1-Y4*0 DYMDAr THREADED
BAR GRADE 150, ASTM
A-722 ENCASED IN GROUTED
PVC PIPE
4' PVC SLEEVE
t 3 SECTION
�ItV SCkf- 1 1/2' = 1'4
15 0 127 D.C. LF, HORIZ
2' DEEP VERTICAL CRACK
CONTROL JOINT 0 20' D.C.
MAX LOCATION DF JOINT TO
All& WTH CCJ IN SLAB SEE
3' CUL
BLOCKOUT FOR FUTURE
RECESSED LIGHT AND CONDUIT.
SEE PLAN ON SHEET S-1 FOR
LOCATION,
r� ING NEE R, EIRE
EC
"'NER
�NV
5712 BOLSA AVE., SUITE 100 BRE
um HUNTINGTON BEACH, CA 92649 :-'AL)
No. 30379 TEL. (714) 895 2072 TCN
FAX (714)895-1291
�11- Ci-,sih
CIVIV
_FCA
R14M
NOTE:
FOR CORNER
REINFORCING AT PILE
CAP, REFER TO DETAIL@
1*0 A307 STAINLESS STEEL ROD AT IS' M
- EMBED 6" INTO CAP. SPECIAL INSPECTIDN REQD
- EXTRUDED, FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD TOP TO HAVE GLAZED SURFACE AND
CROWNED. UNCOMPRESSED MDTH 70 BE
GREATER THAN ACTUAL GROOVE WIDTH.
- 15 0 12- O.C�, E.W. 2% MAX.
BEARING PLATE
W1 PIPF- SEE
DETAIL/-5----� [2
�s �79
FIELD COAT PROTRUDING
BAR W/ 12 MILLS
AMERLOCK 400
LOCATION OF LAP BAR AT
PILE CAP CONSTRUCTION
JOINT
ANCHOR NUT FACTORY
COAIED W/ 12 MILLS
AMERIOCK 400
(*) ASSUMED DMENSION FIELD VERIFY. ADJjST PILECAP
REINFORCING ACCORDINGLY TO MAINTAIN CLEARANCES -
9 19 BA YSIDE DRIVE
Newport Beach, CA
SECTIONS AND DETAILS
AS NOTED
30990065
DRANN-1 Nk,Vil
S-8
2--0-
SWALE
T 0 CON SEE
Clik PLA
13'-0* LAP
0
FILL RECESS WITH
NON -SHRINK, HIGH
STRENGTH NON-METALIC
GROUT AFTER STRESSING
NEW PUCAP VATH
E.F. & J4 TIES 0 10- D.C.
PROVIDE Y4' CHAMFER AS
SHOWN
C ce
3' CLR.
—TYF-
PIPE WRAP
TAPE SEAL
GROUT SLEEVE—
. . ........... 3 C.L.R.-
RUBBER . . . .....
COMPRESSION a
FILL VOID INSIDE PIPE W1
CORROSION INHIBITING
GREASE BEFORE ANCHOR
NUT INSTALLATION
#5 0 12- D.C. EF� IIORIZ
.. . ........... .... 06 0 12- D.C. VERT.
r� ING NEE R, EIRE
EC
"'NER
�NV
5712 BOLSA AVE., SUITE 100 BRE
um HUNTINGTON BEACH, CA 92649 :-'AL)
No. 30379 TEL. (714) 895 2072 TCN
FAX (714)895-1291
�11- Ci-,sih
CIVIV
_FCA
R14M
NOTE:
FOR CORNER
REINFORCING AT PILE
CAP, REFER TO DETAIL@
1*0 A307 STAINLESS STEEL ROD AT IS' M
- EMBED 6" INTO CAP. SPECIAL INSPECTIDN REQD
- EXTRUDED, FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD TOP TO HAVE GLAZED SURFACE AND
CROWNED. UNCOMPRESSED MDTH 70 BE
GREATER THAN ACTUAL GROOVE WIDTH.
- 15 0 12- O.C�, E.W. 2% MAX.
BEARING PLATE
W1 PIPF- SEE
DETAIL/-5----� [2
�s �79
FIELD COAT PROTRUDING
BAR W/ 12 MILLS
AMERLOCK 400
LOCATION OF LAP BAR AT
PILE CAP CONSTRUCTION
JOINT
ANCHOR NUT FACTORY
COAIED W/ 12 MILLS
AMERIOCK 400
(*) ASSUMED DMENSION FIELD VERIFY. ADJjST PILECAP
REINFORCING ACCORDINGLY TO MAINTAIN CLEARANCES -
9 19 BA YSIDE DRIVE
Newport Beach, CA
SECTIONS AND DETAILS
AS NOTED
30990065
DRANN-1 Nk,Vil
S-8
5'-0' MAX SPACING 6' MIN 1'-0" MA)L
5. -0.
41)'-0* MAX. SPACING
5-0' WAX S' -O' MAX.
. .... .. ........... ..........
EDGE Of
9'-3- . . . . . . . . . .
9' -3 -. . ........ .. .............
OP RAIL
WALKWAY
I NTS
I
I[ ROD
NTS
Z�_
17-0, O"'T
4'
A
k!IEP#08)� COATED)
MAX
INTERIOR MEMBER
EQUALLY SPACED
GUARDRAIL POST
-VAR RAIL
TOP AIL :OP RAIL
. . . . ........ .......... ..
BOT'OM RAIL
POST IYP.
INTERIOR
&S. NUT
MEMBERS
NEW CDNC. CAP-
ELM
Jj't il-,
Op OF CONC. DECK
GUARoRAL
POST TYP.
T.O. CONC,
DECK
LE= -='r-
it
EDGE OF
WALKWAY
9' -3 -
INTS
K -5A"\
NTS
JB 17'-0 DOW
RAIL BOTTOM RAIL
kil
-4
1 (EPDXY MATE
L
INSIDE CORNER
MEMBER SIZES;
TOP
T
RAIL:
ly2*'Zy2*4*
BOI TOM RAIL: 'y4"'y4'4fi*
POST: lh'-Z�W
INTERIOR MEMBER' Y4- SQ. BAR OR _y4*,y TUBE
&S. WASHER TYP.
MATERIAL' 6061-T6 ALUMINUM
-.NEOPREINE WASHER
EA
r.P. EA SIDE OF
ST
WO S.S. THREADED POST
6 MIN.V-0' MAX. 5'-0' MAX. SPACING
—,4-
7 -
RODS IN SIMPSON SET NF,
EPDXY NEOPRENE TUBE FULL WIDTH
5' OF POST TYP.
OUTSIDE CORNER
NEW CONC. CAP:::7��7�PANIEL
JOINT ELEVATIO
MIN CAP PLATE
CENTERED BETWEEN
TIE RODS.
TYPICAL GUARDRAIL ELEVATION
ri_*� SECTION
\'�q SML- Jr 1,-(r
/ �3 TYPICAL GUARDRAIL CORNER DETAIL
r_4__)I, CONSTRUCTION
\1�9 SCALE ILT.S.
JOINT (C.J.)
Vs --g ),--SCALE- l/f = 1'-0*
\ltg� SCALE. 1 1/2' f -Cr
MAX
)/2* POLYURETHANE
SEALANT
EXTRUDED, FLEXIBLE, COMPRESSIBLE POLYETHYLENE
FOAM ROD AS MANUFACTURED BY THE BURKE
PILE CAP
To "
COMPANY OR APPROVED EQUAL (TOP.T.O."AlEE
r
GLAZED SURFACE AND CROWNED A'S
U COMPRESSED WIDTH TO HE A" �A- T AN CONSTRUCTION JOINT
ACTUAL GROOVE WIDTH.)—
I I
HORIZONTAL
HO
-CONCRETE
RE
REINFORCING
WALL
CONSTRUCTION JOINT DETAIL
STANDARD
A
'\�9 SCALE. US.
HOOK
H
WAX
HORIZONTAL
7 2' 3,y4'0
y
REINFORCING
F,
HOLE FOR NUT
1,�- THK. SIEEL & ROD
I PLATE ASIM A31
3' CUR
POLYURETHANE
SEALANT
EXTRUDED. FLEXIBLE. POLYETHYLENE
--R-Y4*
12
. .. ........... ....
DOWEL TO MATCH HORIZ.
COMPRESSIBLE
FOAM ROO AS MANUFACTURED BY THE BURKE
COMPANY OR APPROVED EQUAL (TOP TO HAVE
X it
REINFORCING. LAP 24' MIN.
WITH HORIZ. REINFORCING
GLAZED SURFACE AND CROWNED
UNCOMPRIESSED VADTH TO BE RATER THAN
CONSTRUCTION 'CINT
A4
ACTUAL GROOVE WIDTW) -
3' to SCH 40 STEEL
DOWEl TO MATCH HORIZ.
PIPE. ALS1M A53
REINFORCIN% LAP 24' MIN.
G. D. " 3.5*
WITH HORIZ. ENFORCING
I.D. - 10*
.
....... ....
PLATE AND PIPE FACTORY
COATED W/ 12 M -LS
�8 CONSTRUCTION
JOINT @ WALL
AMERILOCK 400
S-9 SC4E:- ua
r_5_� BEARING PLATE DETAIL
TYPICAL PILE CAP CORNER REINF.
SCALE KIS
SCALE' WE&
q
I
�AC� S
. . . . . .
L'�� —
5772 SOLSA AVE. SUITE 100
RR -
919 BAYSIDE DRIVE
Newport gerich, CA
AS NOTED
L) - 1
A. 2/11:08,
I- .17'
;8 15 7
RESUBMIlIAL TO BUILDING HPARTWN7 BRE
.. _. I —
RE VISE) FOR COASTAL 0EWL0-?m-LNT PERMIT RHM
", - � , "I % F7_�
3RE
FiUMCn—
:'A-
TCN
SECTIONS AND DETAILS
. .. ..... ......... ..... .
- - -----
_f;0N
Nlo� 379
HUNTINGTON BEACH. CA 926-19
TEL: (7'4) 395-2072
FiV: (71-1) 811,5-1291
9
j0990065
L)c
REVISIONS
C, v I
VAA,'mE
RHM
S-9
...............
C,
Nk-
4d
USE OFFSET ONLY WHERE
SPECIFII�ALLY DETAILED AND ZY2- MIN.
AT COLUMNS
9W HOOK
TYP. OFFSET
180* HOOK
f*c
ALL GRADES
JK
STRENGTH
(NORMAL kIGHT CONCRETE)
D = 6d FOR 13 7HRU #8
.. ........... .
CLASS 'B"
D = 8d FOR #9, #10, #11
I LAP SPLICE
CAP TO
MATCH
STANDARD
.... ...... HOOK
BASIC TOP BAR
. ...... ....
21' 28' 6
BAR SIZE
!:r
:3i
1 .................
STIRRUPS
� F.— - ...........
8'
. . ..
36' 47'
........
BEAM STIRRUP
1 16
j)
SPACED
SPLICE
r
17
18
...... ...
.
7 5 9 8.
85- ill"
SPLICE
19
....... ......
94 1 123"
. . ... ......
1'- 7'
_SEE
-1 0.
#11
SCHEDULE
117* 153-
2-0
CONTACT
'LR=i)/2"
SPLICE
COLUMN OR BEAM TIES
SPLICES
rl "� REINF. BAR
BENDS AND SPLICES
� �10 SCALE: NTS
DESCRIPHON
REVISIONS
SEE SCHED.
12d OR 12" MIN.
L
§it -SCHED.
SPLICE DETAIL
NOTES:
1. USE CLASS "B' SPLICES FOR VERTICAL & HORIZONTAL
BARS TYP. U.N.O.
2. TOP BARS ARE HORIZONTAL BARS WITH 12* OR MORE OF
CONCRETE CAST BELOW THEM. MULTIPLE HORIZONTAL
BARS IN SINGLE VERT. PLANE CONSIDERED TOP BARS.
3. VALUES SHOWN ARE FOR GRADE 60 EPDXY COATED BARS
IN NORMAL WEIGHT CONCRETE.
4� LAP BASED ON ACI 318-02
SCALE. NTS
REI
-D I :D
4
& ST
-1 jA —PS P L I C
EE (0) S -1q —1E D `UL E - f y � 6-0 K'S I
....... . ..
CONCRETE
f*c
. ... .... . ........... .
= 5000 PSI
JK
STRENGTH
(NORMAL kIGHT CONCRETE)
FA -SS OF —
�c�L
.. ........... .
CLASS 'B"
. . ... .. .......... ...
I LAP SPLICE
.
STANDARD
.... ...... HOOK
BASIC TOP BAR
. ...... ....
21' 28' 6
BAR SIZE
!:r
:3i
1 .................
- -.- 11---.-
28' 3-7'
..............
� F.— - ...........
8'
. . ..
36' 47'
........
.. 10
1 16
42' 55"
-0
17
18
...... ...
.
7 5 9 8.
85- ill"
l'-2'
19
....... ......
94 1 123"
. . ... ......
1'- 7'
#10
-1 0.
#11
117* 153-
2-0
LENGTH
5 7?2 BOLSA AVE.. SUITE 100
HUNTINGTON BEACH, CA 92649
No. 30379 TEL: (7114) 895-2072
P -1291
FAX (714) 895
EIRE
ALTERNATE BARS -
LAP OPPOSITE WAYS
IN THRU WALLS
32 DIA � 32 DIA
16 DIA
SINGLE CURTAIN
DOUBLE CURTAIN
r3-'� TYPICAL INTERSECTiON / CORNER REINF.
� �10 SCAIL- NTS
9 19 BA YSIDE DRIVE
Newpoll Reach, CA
STRUCTURAL TYPICAL DETAILS
" t,A L t -
AS NOTEI)
P-"C,,,:E(,'-,
J0990065
S-10
JK
JK
��R' WC -7
R1 !M
ALTERNATE BARS -
LAP OPPOSITE WAYS
IN THRU WALLS
32 DIA � 32 DIA
16 DIA
SINGLE CURTAIN
DOUBLE CURTAIN
r3-'� TYPICAL INTERSECTiON / CORNER REINF.
� �10 SCAIL- NTS
9 19 BA YSIDE DRIVE
Newpoll Reach, CA
STRUCTURAL TYPICAL DETAILS
" t,A L t -
AS NOTEI)
P-"C,,,:E(,'-,
J0990065
S-10