HomeMy WebLinkAboutTS103 Q aEW PORT
CITY OF NEWPORT BEACH
P.O. BOX 1768,NEWPORT BEACH, CA 92658-8915
p'94 pp AN�P
PLANNING DEPARTMENT(714) 644-3225
March 6, 1996
Mr. Michael Kipper
4680 Mac Arthur Court Suite A
Newport Beach, CA 92660
Subject: Traffic Study for E-Z Airnark Expansion,
MacArthur Court,Newport Beach(TPO# 103)
Dear Mr. Kipper:
After reviewing Traffic Study No. 103 for the subject project and the provisions contained in the Koll
Center Newport Planned Community District regulations for the parking requirements, staff has
determined that approval of a use permit is required. For your convenience, I have enclosed an
application for a use permit to be completed by the Management of Ace Parking. After completion of
the application and other requested information for the use permit process, please make an
appointment with Mr. Jay Garcia, a senior planner, to review all materials required for the Planning
Commission Public Hearing. Due to the necessity of a use permit process, the Planning Commission
Public Hearing that was initially scheduled on April 4th, 1996 will be postponed to a later date.
Should you have any other questions regarding this project please contact Jay Garcia at 644-3206.
Very truly yours,
Aziz M. Aslami
Associate Planner
F:MlP ..laziz.aVraltcUs103Ucipperl.do
3300 Newport Boulevard, Newport Beach
µ -n
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
PLAN REVIEW REQUEST
Date: February 15. 1996
X PUBLIC WORKS DEPARTMENT X PLANS ATTACHED(PLEASE RETURN)
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking,Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite- A
REPORT REQUESTED BY: 2-20-1996
COMMISSION REVIEW: 44-1996
COMMENTS: ► o 0"ot"hdA&A 1^
:Si:�a:ture: Date:
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RECEIVED
ECITY OF NEWPORT BEACH
1S 1 6 W PLANNING DEPARTMENT
PLAN REVIEW REQUEST
rUBUC WORKS�L1F i
Date:February 15. 1996
X PUBLIC WORKS DEPARTMENT X PLANS ATTACHED(PLEASE RETURN)
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking, Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite-A
REPORT REQUESTED BY: 2-20-1996
COMDIISSION REVIEW: 44-1996
COMMENTS: 'S2 2 I rz� ic_ ��ncxtna9tin& rv�w
Signature: Date:
n " h
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
PLAN REVIEW REQUEST
Date: February 15, 1996
X PUBLIC WORKS DEPARTMENT X PLANS ATTACHED(PLEASE RETURN)
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking, Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite-A
REPORT REQUESTED BY: 2-20-1996
COMMISSION REVIEW: 44-1996
COMMENTS: I. 7XJ �w{�ic Strtid�, peen I nGwC
,.Q,cn�d �;,^ co,1�,►�j,�:av�.c�e. u1i�'G. � TI1c.�i� ,� � Ohda-�a.�u�c..
Si ature: d • Date: a a 1
CITY OF NEWPORT BEACH �gg6
PLANNING DEPARTMENT Fig 16
PLAN REVIEW REQUEST PORj 6�ACH f�t��DEP� `,
NEw
are:February 15. 1996
X PUBLIC WORKS DEPARTMENT X PLANS ATTACHED(PLEASE RETURN)
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking,Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite-A
REPORT REQUESTED BY: 2-20-1996
COMMISSION REVIEW: 4-4-1996
COMMENTS:
Signature: �< i�%G�'' Date: r2 c2c' if�
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CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
p v PLAN REVIEW REQUEST
Date:February 15. 1996
X PUBLIC WORKS DEPARTMENT XPLANS ATTACHED(PLEASE RETURN)
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking, Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite-A
REPORT REQUESTED BY: 2-20-1996
COMMISSION REVIEW: 44-1996
COM [ENTS: /� p
Sip ature
/� Date:
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CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
PLAN REVIEW REQUEST
Date: February 15, 1996
X PUBLIC WORKS DEPARTMENT X PLANS ATTACHED(PLEASE RETURN
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking, Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite-A
REPORT REQUESTED BY: 2-20-1996
COIVMSSION REVIEW: 44-1996
COMMENTS: —_I� e is Y. rfYQ-t&e- L2tt, (. 4 0-"G h.: cp
ISiatu:re-
Date:
LINSCOTT ,LRW&GREENSPRN TEL No .7146410139 Aug 18 ,95 10 :46 No .004 P .02
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LPNSCOTT ,LRW&GRE'ENSPRN TEL No .7146410139 Aug 18 ,95 10 :46 No .004 P .01
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LINSCOTT, LAW & GREENSPAN, ENGINEERS
TRANSPORTATION PLANNING•TRAFFIC ENGINEERING•PARKING
1580 CORPORATE DRIVE,SUITE 122,COSTA MESA,CALIFORNIA 92626
TELEPHONE:(714)641.1587•FAX:(714)641.0139
n PHILIP M.LINSCOTT,P.E.
JACK M.GREENSPAN,P.E.
WILLIAM A.LAW,P.E.
FACSIMILE TRANSMISSION PAUL W.WILKINSON,P.E.
LEON D.WARD,RE
JOHN P.KEATING,P.E.
Date: 8- 1 ?J-55' Job No: L95 l-7 G 2- l
Project: - 2 A 14.*o A r p ti r 1,4
To: P1oth0 ; y. 1
Attn: Mr. i 3j)A 5l oy m i
From: goU� Cilt'e B�i �'i y I.--,i
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plus eq ✓v>, GKie—cA up 5ke & l, reoo ,' b
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Total number of Pages
(Including Cover Sheet):
Receiving Facsimile Number:, 1 6 +4 ` 3215 D
Sending Facsimile Number: (714) 641-0139
Hard Copy will be sent.
_ Hard Copy will not be sent.
IF YOU DID NOT RECEIVE ALL OF THE PAGES, PLEASE CALL THE FOLLOWING
NUMBER AS SOON AS POSSIBLE (714) 641-1587.
OTHER OFFICES:PASADENA TELEPHONE:(213)681.2629•FAX:(818)792r0941
SAN DIEGO TELEPHONE:(619)299.3090•FAX:(610)299-7041
AN LG2WB COMPANY
LINSCOTT .LAW&GREENSPAN TEL N:7146410139 Aug 95 10 :46 No .004 P .03
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\@ CITY OF NEWPORT BEACH
3 P.O.BOX 1768,NEWPORT BEACH,CA 92658-8915
cgCl pp RN�P
PLANNING DEPARTMENT(714) 644-3225
March 6, 1996
Mr.Michael Kipper
4680 Mac Arthur Court Suite A
Newport Beach, CA 92660
Subject: Traffic Study for E-Z Airvark Expansion,
MacArthur Court,Newport Beach (TPO#103)
Dear Mr.Kipper:
After reviewing Traffic Study No. 103 for the subject project and the provisions contained in the Koll
Center Newport Planned Community District regulations for the parking requirements, staff has
determined that approval of a use permit is required. For your convenience, I have enclosed an
application for a use permit to be completed by the Management of Ace Parking. After completion of
the application and other requested information for the use permit process, please make an
appointment with Mr. Jay Garcia, a senior planner, to review all materials required for the Planning
Commission Public Hearing. Due to the necessity of a use permit process, the Planning Commission
Public Hearing that was initially scheduled on April 4th, 1996 will be postponed to a later date.
Should you have any other questions regarding this project please contact Jay Garcia at 644-3206.
Very truly yours,
Aziz M. Aslami
Associate Planner
FAWP5 A..taziz-altraffic\ts103Wpper1.dw
3300 Newport Boulevard, Newport Beach
�`'E�wroRT
@� CITY OF NEWPORT BEACH CASH RECEIPT
= NEWPORT BEACH,CA 92663
7548/
RECEIVED BY:TKR CUSTOMER:MICHAEL J KIPPER
ENVIRONMENTAL FEES TRAFFIC STUDY NO 102 010-5010 $338. 00
TOTAL DUE $ <8. 10
CASH PAID CHECK PAID,,CHECK NO TENDERED CHANGE
$. 00 $328,, 00 2221- 8.0G .00
DATE - 021'/22;T56==TTME 10:03:39
r
SEW P— . -� •
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CITY OF NEWPORT BEACH
1' r �0
u: P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915
'q FORN BUILDING DEPARTMENT-(714) 644-3288
FEE RECEIPT
Date A 9 co -P1&n-Gheek�. Tra M, StLAu 1%, ro a
Received From- Job Address
Building Plan Check.....................................................................2900.5002 $
Zoning Plan Check........................................................................2700-5003 $
Grading Plan Check- Cu.Yds......................................................2900-5004 $
FirePlan Check.............................................................................2330-5055 $
Electric Plan Check.......................................................................2900-4612 $
Plumbing Plan Check ...................................................................2900-4616 $
Mechanical Plan Check.................................................................2900.4618 $
Overtime Plan Check- Building...................................................2900.5002 $
Overtime Plan Check- Grading...................................................2900.5004 $
Overtime Plan Check- Planning..................................................2700-5003 $
Special Inspection .........................................................................2900-5008 $
Preliminary Code Compliance Review.........................................2900.5002 $
Reinspection B E H P....................................................................2900.5008 $
Reinspection Fire ..........................................................................2330-5050 $
Temporary Electric........................................................................2900.4612 $
TemporaryGas..............................................................................2900-4616 $
Temporary Certificate of Occupancy............................................2900-5008 $
Underground Utilities Waiver......................................................010-2225 $
Grease Interceptor........................................................................2900-4620 $
Planning Department Fees...........................................................2700.5000 $
Sale of Maps & Publications.........................................................2700-5812 $
Determination of Unreasonable Hardship...................................2900-5018 $
Microfilm Copies/Photocopies ........................................... .. .....
.. $
Hazardous Material Disclosure ............................P-A .......2900-5021 $
Fire Dept. Hazardous Material Review.............. 2. ...2330.5058 $
Y�
Received By: r.�0( n .' off OF N�V��F i(A ?� $ 3-.0
W Fee Receipt No. 1
(f\feercpt.895)
3300 Newport Boulevard, Newport Beach '
SEW PO�,T
CITY OF NEWPORT BEACH
V _ P.O. BOX 1768, NEWPORT BEACH, CA 92658.8915
BUILDING DEPARTMENT-(714) 644-3288
FEE RECEIPT
Date as rl to -Plan-check Ne 1,t 4,c Sks l., lUc,, co
Received From''
rom' _ Job Address
Building Plan Check.....................................................................2900.5002 $
Zoning Plan Check........................................................................2700-5003 $
Grading Plan Check- Cu.Yds......................................................2900-5004 $
FirePlan Check.............................................................................2330-5055 $
Electric Plan Check.......................................................................2900.4612 $
Plumbing Plan Check...................................................................2900-4616 $
Mechanical Plan Check.................................................................2900-4618 $
Overtime Plan Check - Building...................................................2900.5002 $
Overtime Plan Check - Grading...................................................2900-5004 $
Overtime Plan Check - Planning..................................................2700-5003 $
Special Inspection .........................................................................2900-5008 $
Preliminary Code Compliance Review.........................................2900.5002 $
Reinspection B E H P....................................................................2900-5008 $
ReinspectionFire ..........................................................................2330.5050 $
Temporary Electric........................................................................2900.4612 $
TemporaryGas..............................................................................2900.4616 $
Temporary Certificate of Occupancy............................................2900.5008
Underground Utilities Waiver......................................................010-2225
Grease Interceptor........................................................................2900-4620 $
Planning Department Fees...........................................................2700-5000 $ SKY
Sale of Maps &Publications.........................................................2700-581 ggg $
Determination of Unreasonable Hardship...................................2900-5018 $
Microfilm Copies/Photocopies ........:..............................................010.2263 $
Hazardous Material Disclosure....................................................2900-5021 $
Fire Dept. Hazardous Material Review............ 2330-5058
.... ........... $
610"SOIO
Received By: (! 1) C,vGnm . 21gt@TALFEES
'� � FEB 2
(f\feerept.895)
di pl'C
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3300 Newporhoulevard, Newport Beach '
I
MICHAEL,J. KIPPER 16-471220 2221 "
JOLIE.A•KIPPER
37864=SAN.CLEMENTE ST.
FOUNTAIN'VALLEI, CA 92708
964-0160 '0`. n per.
PAY TO THE C �'(�\Z)a
ORDER OF . 1 ,�� \
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Me Sim.RITY P7►CIFIC BANK
Sash Coast Center Office i0299. : JL
3730 South Bnslol St."Segta'"CA R704
MEMO'�FF.IG: �IdI)`�.`N' l03 - :.<^:<._<''•
1: 12 20000'"31: 2'2 2 i1e1 299it,05 i 77 itt' "' %`
SEW PORT
e� CITY OF NEWPORT BEACH
3
� P.O. BOX 1768,NEWPORT BEACH, CA 92658-8915
PLANNING DEPARTMENT(714) 644-3225
February 8, 1996
Mr. Tony Actisdano
4680 Mac Arthur Court Suite A
Newport Beach, CA 92660
Subject: Traffic Study for E-Z Airvark Expansion,
MacArthur Court,Newport Beach (TPO#103)
Dear Mr. Actisdano:
The traffic study for the subject project has been completed and being reviewed by the City's Traffic
Engineer. It is my intention to schedule this project for the Planning Commission Public Hearing of
March 21, 1996. In order to keep the proposed project on the agenda of said public hearing, it will be
necessary for you or your office to provide the City the following:
1. One set of the property ownership label within 300 foot radius of the subject site.
2. $328.00 filing fees for a Negative Declaration(City and County of Orange). Please
make the check payable to the City of Newport Beach.
Should you have any other questions regarding this project or if the requested items could not
delivered to my office by February 15, 1996, please contact me at 644-3236.
Very truly yours,
ay, 41 . �-
Aziz M. Aslami
Associate Planner
P:1 W P511..\nziz•a\traffic\ts I03Vonyl.doc
3300 Newport Boulevard, Newport Beach
p�SEW POR e
CITY OF NEWPORT BEACH
U P.O. BOX 1768,NEWPORT BEACH,CA 92658.8915
CyCI FOFN�P
PLANNING DEPARTMENT(714) 644-3225
Apri126, 1995
Jack M. Greenspan
Linscott,Law&Greenspan,Engineers
1580 Corporate Drive, Suite 122
Costa Mesa, CA 92626
Subject: Traffic Study for E-Z Airpark Expansion,
MacArthur Court,Newport Beach (TPO# 103)
Dear Mr. Greenspan:
This letter is to confirm my telephone conversation with Mike Labudzki regarding the Traffic Study
required for E-Z Airpark Expansion proposal. I have enclosed, for your information, the letter of
authorization from Ace Parking.
For traffic data or technical questions please contact Rich Edmonston, the City's Traffic Engineer at
(714) 644-3344. Should you have any other questions regarding this project, or if you discover any
issues that might delay the traffic study, please contact me at 644-3225.
Very truly yours,
PLANNING DIRECTOR
JANMS D. HEWICKER, DIRECTOR
By aV4 •� •
Aziz M. Mlami
Associate Planner
F:\WP51\...\Aziz-A\Traffic\TS 103\workordr
3300 Newport Boulevard, Newport Beach
�EWPp�,T
@� CITY OF NEWPORT BEACH
U Z P.O. BOX 1768,NEWPORT BEACH, CA 92658.8915
eie<
C'9<lFORN�P
PLANNING DEPARTMENT (714) 644-3225
March 31, 1995
Mr.Tony Actisdano
4680 MacArthur Court Suite A
Newport Beach,CA 92660
Subject: Traffic Phasing Ordinance Study for MacArthur Court E-Z
Airpark Expansion Newport Beach (TPO #103)
Dear Mr. Actisdano:
As discussed in our telephone conversation, a copy of a proposal submitted by Linscott,
Law, and Greenspan Engineers regarding Traffic Engineering Services required for traffic
phasing analysis for the proposed Pay Parking Lot Facility Expansion at 4680 MacArthur
Court inNewpoxt Beach is enclosed for your review. If you agree with the proposal,please
complete the authorization form, included, so the consultant proceed with the traffic study
for the subject project The proposal contains an outline of the required work, schedule of
time,and estimated fee required for preparation of the task.
The requested Traffic Consultant fees have been reviewed by the City and are considered
appropriate and warranted.The fees are as follows:
Consultant Fees $7,150
City Fees (10%) 715
Total Request: $7,865
Please submit a check in the amount of$7 865 payable to the City of Newport Beach. Your
prompt response in this matter will expedite the permit process.
Very truly yours,
PLANNING DEPARTMENT
JAMES D. HEWICKER, Director
By
Aziz M. Aslami
Associate Planner
F:\WP51\...\Aziz-a\Traffic\TS103=
3300 Newport Boulevard, Newport Beach
Linscott, Law & Greenspan, Engineers
Mr. John Douglas
CITY OF NEWPORT BEACH
March 14, 1995
Page 5
ACCEPTED FOR TASKS 1.0 THROUGH 5.2 AS OUTLINED ABOVE NOT TO
EXCEED $6,400.00 WITHOUT PRIOR AUTHORIZATION (ADDITIONAL FEE FOR
TASK 2.8., OF $750.00 PER ANALYZED INTERSECTION, IF REQUIRED).
(Authorized Agent) (Title)
3 -3L9-Tq-
(Firm) (Federal I.D No.)
(Address) (Date)(Date)
JMG\P-City Newport Beach
SEW PORT • •
CITY OF NEWPORT BEACH
VT P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915
PLANNING DEPARTMENT(714) 644-3225
March 31, 1995
Mr. Tony Actisdano
4680 MacArthur Court Suite A
Newport Beach,CA 92660
Subject: Traffic Phasing Ordinance Study for MacArthur Court E-Z
Airpark Expansion Newport Beach(TPO #103)
Dear Mr. Actisdano:
As discussed in our telephone conversation, a copy of a proposal submitted by Linscott,
Law, and Greenspan Engineers regarding Traffic Engineering Services required for traffic
phasing analysis for the proposed Pay Parking Lot Facility Expansion at 4680 MacArthur
Court in Newport Beach is enclosed for your review. If you agree with the proposal, please
complete the authorization form, included, so the consultant proceed with the traffic study
for the subject project. The proposal contains an outline of the required work, schedule of
time, and estimated fee required for preparation of the task.
The requested Traffic Consultant fees have been reviewed by the City and are considered
appropriate and warranted.The fees are as follows:
Consultant Fees $7,150
City Fees (10%) $ 715
Total Request: $7,865
Please submit a check in the amount of$7,865 payable to the City of Newport Beach. Your
prompt response in this matter will expedite the permit process.
Very truly yours,
PLANNING DEPARTMENT
JAMES D. HEWICKER, Director
By. NNA
Aziz M. Aslami
Associate Planner
F:\WP51\...\Aziz-a\Traffic\T5103LM
3300 Newport Boulevard, Newport Beach
p���W PART •
CITY OF NEWPORT BEACH
U � ? P.O. BOX 1768, NEWPORT BEACH, CA 92658.8915
cq<rFoaN�r
PLANNING DEPARTMENT(714) 644-3225
March 27, 1995
Jack M. Greenspan
Linscot,Law and Greenspan Engineers
1580 Corporate Drive, Suite 122
Costa Mesa, CA 92626
Subject: 1. Traffic Study: Block 600 Fashion Island Entitlement.
2. Traffic Study: MacArthur Court E-Z Airport Shuttle
Dear Mr. Greenspan:
Enclosed please find copies of the two proposals regarding the subject projects submitted to the City
for review and approval. The City's Traffic Engineer reviewed the proposals and his comments are
marked in red. Please revise the subject proposals as suggested by the Traffic Engineer. As soon as I
receive the revised proposals, I will begin to process the subject projects.
If you have any other questions or need additional information, please contact me at(714)644-3225.
Very truly yours,
PLANNING DEPARTMENT
JAMES D.BEWICKER,Director
By
Aziz M. Aslami
Associate Planner
F:\wP51\..W ziz-a\Traffic\TS 103\propos
3300 Newport Boulevard, Newport Beach
LINSCOTT, LAW & GREENSPAN, ENGINEERS y,
TRANSPORTATION PLANNING•TRAFFIC ENGINEERING-PARKING
1580 CORPORATE DRIVE,SUITE 122,COSTA MESA,CALIFORNIA 92626
TELEPHONE:(714)641-1587-FAX:(714)641-0139
PHILIP M.UNSCOTr,P.E.
JACK M.March 29, 1995 WILLI M A.AWSP AN,P.E.
PAUL W.WILKINSON,P.E.
LEON D.WARD,P.E.
JOHN P.KEATING,P.E.
Mr. John Douglas Post•it"Fax Note ---7671 Date3 .4 Stp1goLt
4.
Environmental Coordinator ITOT60 AG) r$tmv Prom Aiil AJLAtq1
CITY OF NEWPORT BEACH Co./Depldc, PAMS6, coalTl OF NW)RI&T F41
P.O. Box 1768 Phone# Phone# — 3 Z
Newport Beach, CA 92659-1768 Fax 724- 11Fax# (� - 32. D
SUBJECT: PROPOSAL TO PROVIDE TRAFFIC ENGINEERING SERVICES
E-Z AIRPORT, MACARTHUR COURT
Newport Beach, California
Dear Mr. Douglas:
Linscott, Law & Greenspan, Engineers, is pleased to submit this proposal to provide traffic
engineering services in connection with the expansion of the existing 200 space E-Z Airport
at MacArthur Court.
Based on our discussions with the City of Newport Beach, we will prepare a traffic and
parking analysis which will, (1) identify the number of existing office use parking spaces
which can be allocated to E-Z Airport , and (2) evaluate project trip generation in terms of
the City's one percent (1%) traffic generation criteria.
SCOPE OF WORK
Task 1.0 Project Initiation
1.1 Obtain from the City of Newport Beach the most current(1993-1994)AM and
PM 21Y2 hour peak period intersection counts and associated Intersection
Capacity Utilization (ICU) computations.
1.2 Research our office files and review the prior (March, 1993) traffic analysis
for the 200 space E-Z Airport project.
1.3 Determine current shuttle schedule/method of operation and routes used
between E-Z Airport and John Wayne Airport.
OTHER OFFICES:PASADENA TELEPHONE:(213)681-2629-FAX:(818)792-0941
SAN DIEGO TELEPHONE:(619)299-3090-FAX:(619)299-7041
AN LG2WS COMPANY
Linscott, Law & Greenspan, Engineers
Mr. John Douglas
CITY OF NEWPORT BEACH
March 14, 1995
Page 2
Task 2.0 Traffic Analysis
2.1 Conduct 2'/2 hour AM and PM peak period turning movement counts at the
existing E-Z Airport entry-exit point on MacArthur Court. The results of
these counts will produce existing E-Z Airport trip generation rates which can
be used to project traffic volumes for the expansion. These counts will be
conducted from 7:00 AM to 9:30 AM and from 3:30 PM to 6:00 PM. Traffic
will be classified into two categories, patrons and shuttle vehicles. Counts to
be done on three days based upon busiest days of existing lot.
2.2 Conduct spot turning movement counts at the signed E-Z Airport access
points on Campus Drive and Birch Street. The results of these counts, in
conjunction with the counts in Task 2.1, will be used to project the E-Z
Airport traffic distribution pattern.
2.3 Determine from information provided by Ace Parking the number of vehicles
parked at E-Z Airport on the days the counts (Task 2.1, 2,2) are made.
2.4 Prepare traffic generation forecast for the E-Z Airport expansion.
2.5 Distribute and assign generated traffic to the following study intersection.
Campus Drive and MacArthur Boulevard
Campus Drive and Jamboree Road
2.6 In cooperation with the City, determine 2'/2 hour regional traffic growth
volumes for the two study intersection.
2.7 In cooperation with the City, identify approved projects' 2'/2 hour traffic
volumes at the two study intersections.
2.8 Conduct one percent (1%) traffic volume analysis at the two study
intersections. This will be based on 1% of the sum of the existing 2'/2 hour
volumes provided by the City, plus regional growth, plus approved projects as
compared to the 2'/2 hour E-Z Airport expansion traffic.
2.9 If the E-Z Airport traffic exceeds the 1% threshold, an ICU analysis will be
performed. Should the resulting ICU value be greater than 0.90, appropriate
systems improvement measures will be identified and reviewed with Ace
Parking.
Linscott, Law & Greenspan, Engineers
Mr. John Douglas
CITY OF NEWPORT BEACH
March 14, 1995
Page 3
Task 3.0 Parking Analysis
3.1 Obtain current parking space count and existing parking utilization counts at
MacArthur Court. Data on existing building occupancy percent and employee
density as well as net building floor area (for Newport Beach parking criteria)
will also be obtained. It is assumed that Ace Parking will be able to provide
the necessary data on parking space count,utilization,building square footage,
occupancy and employee density.
3.2 Analyze parking data and determine the number of spaces which can be
allocated to E-Z Airport without impacting existing parking supply-demand at
MacArthur Court. This will be based on analyzing the resulting MacArthur
Court parking ratio in relation to recognized parking ratios and employee
densities, plus a contingency for existing operations.
Task 4.0 Traffic and Parking Analysis Report
4.1 Prepare a Draft Traffic and Parking Analysis Report setting forth the results
of the 1% analysis, and of the parking supply-demand analysis
4.2 Provide Draft Report to City for review. Revise as appropriate and prepare
Final Traffic and Parking Analysis Report.
5.0 Meetings
5.1 Meetings with Ace Parking to obtain required operations, parking space,
utilization and occupancy data, and coordinate work (one meeting).
5.2 Meet with City staff to review analysis work program and obtain traffic growth
and related projects information, and respond to comments/questions (two
meetings).
TIME AND FEE ESTIMATE
We are prepared to begin work immediately on your notice to proceed and estimate that
a draft report will be ready for your review in 15 working days. Please note that this
schedule may change depending on the timely availability of data/information expected to
be supplied by the City and by Ace Parking.
Linscott, Law & Greenspan, Engineers
Mr. John Douglas
CITY OF NEWPORT BEACH
March 14, 1995
Page 4
Y4�`Axl�
Our fee for the services set forth along with the billed monthly, according to the attached
schedule not to exceed $6,400.00,without prior authorization. This fee does not include the
5 Task 2.8 ICU analysis. Should ICU analysis be requested, the above fee will be increased
by $750.00 per analyzed intersection.
AUTHORIZATION
If this proposal is acceptable, you may indicate approval by signing in the space provided
below and returning the original for our files, or by issuance of an appropriate purchase
order or consultant contract. A copy of this proposal is enclosed for your convenience.
This proposal is valid for 90 days from the date of this letter.
We carry appropriate liability insurance, both general and professional and workman's
compensation insurance.
Should this proposal be accepted, the Client (represented by the signature below) agrees to
limit Linscott,Law& Greenspan,Engineers'liability to the Client and to all Contractors and
Subcontractors on the project due to Linscott, Law & Greenspan, Engineer's negligent acts,
errors or omissions, such that the total aggregate liability of Linscott, Law & Greenspan,
Engineers to all those named shall not exceed $50,000 or Linscott, Law & Greenspan,
Engineer's total fee for services rendered on this project, whichever is greater.
Linscott, Law & Greenspan, Engineers welcomes the opportunity to submit this proposal.
Should there by any questions, please do not hesitate to call.
Very truly yours,
LINSCOTr, LAW & GREENSPAN, ENGINEERS
Vc M. Greenspan, P.E.
rincipal
cc: Mr. Anthony Actisdano, Ace Parking
Mr. Paul W. Wilkinson, LLG
Attachment
•
FEE SCHEDULE
Effective January 25, 1993
TITLE PER HOUR
Principal
Principal Engineer * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ 127.00
Transportation Engineers
Senior Transportation Engineer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 103.00
Transportation Engineer III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 88.00
Transportation Engineer II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 75.00
Transportation Engineer I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 57.00
Transportation Planners
Senior Transportation Planner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 88.00
Transportation Planner III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 75.00
Transportation Planner II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 57.00
TransportationPlanner I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 52.00
Technical Support
Engineering Associate II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 62.00
Engineering Associate I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 57.00
CADD Drafter/Senior Technician . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 57.00
Modeling Technician II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 57.00
Modeling Technician I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 52.00
Engineering Computer Analyst II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 52.00
Engineering Drafter/Technician . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 52.00
WordProcessor/Secretary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 45.00
Engineering Computer Analyst I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 39.00
Engineering Aide II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 39.00
EngineeringAide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 28.00
* PrIncipal-In-Charge will be billed at $155 per hour.
Public Hearing support may be charged at 125% of the base rate.
Subcontractors and other project-related expenses will be billed at cost plus 15%.
Consultation in connection with litigation and Court appearances will be quoted separately.
The above schedule is for straight time. Overtime will be charged at 1.50 times the standard hourly rates.
Interim and/or monthly statements will be presented for completed work These will be due and payable upon
presentation unless prior arrangements are made. A finance charge of 1.5%may be charged each month on
the unpaid balance.
Llnscott, Law& Greenspan, Engineers
i - -
1
1
1
dell -
' LINSCOTT, LAW & GREENSPAN, ENGINEERS
NQ TRANSPORTATION • TRAFFIC ENGINEERING • PARKING
COSTA MESA • PASADENA • SAN DIEGO, CAUFORNIA
1
TRAFFIC AND PARKING IMPACT STUDY
' E-Z AUTO AIRPARK EXPANSION
AT MACARTHUR COURT
' Newport Beach, California
' Prepared for:
' Ace Parking
4680 MacArthur Court, Suite A
Newport Beach, California 92660
' Prepared by:
Linscott, Law & Greenspan, Engineers
1580 Corporate Drive, Suite 122
Costa Mesa, California 92626
Phone: (714) 641-1587
FAX: (714) 641-0139
' December 15, 1995
2-951762-1
' .•�:^�-�'r!°'''+tom
Prepared By: lyNO. 0142
e 1 ;
r
WNSk-Y K�
rackM. reenspan, PPE
TABLE OF CONTENTS
Decription Pia e
INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
' PROJECT LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
PROJECT DESCIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
' TRIP GENERATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
TRIP DISTRIBUTION . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
TRAFFIC IMPACT ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
' COMMITTED PROJECTS . . . . . . . . . . . . • . 18
INTERSECTIONS TO BE ANALYZED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
ONE PERCENT TEST . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
ON-SITE CIRCULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
PARKING ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
APPENDIX
1
' LIST OF TABLES
Table Title Page
1 TRIP GENERATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
' 2 COMMITTED PROJECT LIST . . . . . . . . . . . . . . . . . . . . . . . . . . 19
3 EXISITING MACARTHUR COURT . . . . . . . . . . . . . . . . . . . . . . 21
4 PARKING STRUCTURE OCCUPANCY . . . . . . . . . . . . . . . . . . . 22
' 5 SURFACE LOT PARKING OCCUPANCY . . 24
6 PARKING ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . • • 25
LIST OF FIGURES
Figure Title Page
1 VICINITY MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
' 2 SITE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3 AUTO DISTRIBUTION PERCENTAGE AM . . . . . . . . . . . . . . . . . 7
' 4 AUTO'DISTRIBUTION PERCENTAGE PM . . . . . . . . . . . . . . . . . 8
5 SHUTTLE DISTRIBUTION PERCENTAGE AM . . . . . . . . . . . . . . 9
' 6 SHUTTLE DISTRIBUTION PERCENTAGE PM . . . . . . . . . . . . . 10
7 ADDED AUTOS -2% HOUR AM . . . . . . . . . . . . . . . . . . . . . . . . 11
' 8 ADDED SHUTTLE -2% HOUR AM . . . . . . . . . . . . . . . . . . . . . . 12
9 ADDED AUTOS -2'/ HOUR PM . . . . 13
10 ADDED SHUTTLE -2'/ HOUR PM . . . . . . . . . . . . . . . . . . . . . 14
' 11 TOTAL AUTO AND SHUTTLE -2'/ HOUR AM . . . . . . . . . . . . . 16
12 TOTAL AUTO AND SHUTTLE -2'/ HOUR PM . . . . . . . . . . . . . 17
ii
APPENDIX
'
Table Title Page
A-1 TRIP GENERATION SURVEY (2'/ HOUR PERIOD) . . . . . . . . A-1
A-2 1% TRAFFIC VOLUME ANALYSIS
JAMBOREE BLVD/CAMPUS DRIVE -AM . . . . . . . . . . A-2
' A-3 1% TRAFFIC VOLUME ANALYSIS
JAMBOREE BLVD/CAMPUS DRIVE - PM . . . . . . . . . . A-3
' A-4 1% TRAFFIC VOLUME ANALYSIS
MACARTHUR BLVD/CAMPUS DRIVE -AM . . . . . . . . . A-4
A-5 1% TRAFFIC VOLUME ANALYSIS
MACARTHUR BLVD/CAMPUS DRIVE - PM . . . . . . . . . A-5
t
1
' iii
TRAFFIC AND PARKING STUDY
E-Z AUTO AIR PARK EXPANSION
AT MACARTHUR COURT
Newport Beach, California
' INTRODUCTION
This Traffic and Parking Study addresses the potential impacts associated with the
proposed expansion of the existing 201 space E-Z Auto Airpark at MacArthur Court, via
' the conversion of adjacent surface parking to Auto Airpark use, and relocation of current
office building parking to the existing under-utilized parking structure. Potential traffic
impact has been evaluated based on the City of Newport Beach Traffic Phasing Ordinance
(TPO) and the traffic study guidelines and analysis methodology set forth by the City
' Traffic Engineer. The parking analysis focuses on determining if a sufficient supply of
parking will be available upon conversion of the surface lot to E-Z Auto Airpark.
PROJECT LOCATION
E-Z Auto Airpark is located diagonally across the street from John Wayne Airport in
MacArthur Court. MacArthur Court is a 679,299 square foot office development situated
on the east side of MacArthur Boulevard between Campus Drive and Birch Street in the
City of Newport Beach. (see Figure 1).
' PROJECT DESCRIPTION
The proposed project is an expansion of the existing E-Z Auto Airpark, which occupies the
southerly half of the surface parking lot at MacArthur Court (see Figure 2). There are
currently 201 spaces in the present E-Z Auto Airpark. The proposed project will extend
the Auto Airpark to include the north half of the surface lot including the existing
handicapped parking. There are presently 235 access controlled parking spaces in the
' subject lot (228 employee spaces and 7 handicap accessible parking spaces).
' 1
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' NO SCALE
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NO SCALE
LSITE PLAN
Persons who currently use the gated surface lot will be relocated to the 1,890 space
parking structure which is presently under-utilized. The existing handicapped parking
spaces which are inside the gate will remain, and free access to these spaces will be
provided to all those with a handicapped placard by E-Z Auto Airpark.
' The present E-Z Auto Airpark lot is operated by Ace Parking, who will also operate the
proposed project. A free shuttle service is presently provided to Auto Airpark customers
and will be extended to the existing adjacent lot.
' TRIP GENERATION
' Project trip generation is based on analysis of data compiled on what are recognized as
the three busiest days of the week at Auto Airpark; Monday, Tuesday, and Friday. Counts
' of all auto traffic and all shuttle traffic were made during the morning (AM) and afternoon
(PM) peak travel period to establish the 2 1/2 hour peak period required by the City of
' Newport Beach TPO and traffic study guidelines.
Table 1 presents the number of auto and shuttle trips expected to be generated by the
project. During the AM peak 2112 hour period, 33 inbound (21 auto and 12 shuttle) and
' 14 outbound (5 auto and 9 shuttle) vehicle trips are expected, for a total 2 1/2 hour volume
of 47 vehicle trips. The PM 21/2 hour period is forecast to generate 23 inbound (9 auto
' and 14 shuttle), and 36 outbound (19 auto and 17 shuttle) vehicle trips for a total 2 1/2
hour volume of 59 vehicle trips.
Trip generation rates were established using the highest AM and PM 2 1/2 hour peaks
iobserved over the three day counts. The AM peak 21/2 hour period was found to be on
Monday and the PM peak 21/2 hour period on Friday. Table A-1 at the rear of this report,
' presents the vehicle count data and the derived trip generation rates for both auto and
shuttle traffic expressed in vehicle trips per parking space, based on 201 spaces in the
existing facility.
' 4
1
1 TABLE 1
1 TRIP GENERATION
E-Z Auto Airpark
In Out
GENERATION Grand
FACTOR Auto Shuttle Total Auto Shuttle Total Total
Trips per 2'/2 Hour 0.09 0.05 0.14 0.02 0.04 0.06 0.20
Parking Space' AM Peak
2'/ Hour 0.04 0.06 0.10 0.08 0.07 0.15 0.25
PM Peak
2% Hour 21 12 33 5 9 14 47
VEHICLE TRIP AM Peak
VOLUME 2'/ Hour 9 14 23 19 17 36 59
PM Peak
1
' Based on 2'/ hour counts at existing 201 space parking facility.
1 2 Project traffic based on 235 space expansion.
1
1
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1
1
' 5
r
tTRIP DISTRIBUTION
The distribution and assignment of project vehicle trips has been based on traffic counts
conducted at the existing E-Z Auto Airpark entry-exit point. The same traffic counts used
' in determining the Auto Airpark trip generation rate were employed in determining the
distribution of inbound and outbound auto and shuttle traffic between the Campus Drive
' and Birch Street driveways to MacArthur Court.
Special traffic counts were also made at the signal controlled MacArthur Court driveway
on Campus Drive opposite Martin, and at the through driveway on Birch Street next to the
' parking structure. It should be noted that at the Birch Street driveway, both left'and right
turn entry can be made, but that exit onto Birch is restricted to right-turn only (towards
MacArthur Boulevard).
The resulting distribution percentages are shown in Figures 3 and 4, Auto Distribution
' Percentages AM and PM, and in Figures 5 and 6, Shuttle Distribution Percentages AM and
PM. During the AM peak inbound and outbound Auto Airpark traffic is essentially balanced
between Campus Drive and Birch Street. In the PM peak, outbound auto is again
balanced. However, the inbound traffic distribution shows 64 percent entering from
' Campus Drive and 36 percent from Birch Street.
The shuttle distribution percentages are highly directional with all shuttle traffic entering
and exiting via Birch Street in the AM peak. In the PM peak, all outbound traffic is in the
right turn onto Birch Street. PM peak inbound shuttle traffic is distributed 75 percent to
Campus Drive and 25 percent to Birch Street.
Figures 7 and 8 present the auto and shuttle traffic during the 21/2 hour AM peak period,
and Figures 9 and 10 the added auto and shuttle traffic in the 2 1/2 hour PM peak period.
6
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' LINSCOTT, LAW & GREENSPAN, ENGINEERS E-Z AUTO AIRPARK
17
1
' - With Proiect-Analysis of future traffic operations resulting from the addition
' of project generated traffic.
' The "With Project" impact is determined based on TPO criteria. An intersection is
considered to be impacted by project traffic when the ICU value (volume to capacity ratio)
' is greater than 0.90. Project impact is considered to be mitigated when system
' improvements modify an ICU value to less than or equal to 0.90, or project improvements
modify an ICU value to less than the "Without Project" ICU.
1 Committed Projects
' Table 2 presents the list of committed projects provided by the City of Newport Beach. The
list shows seven projects that are partially occupied and 26 projects that have yet to begin
' to be occupied.
Intersections to be Analyzed
Prior to development, the existing E-Z Auto Airpark was subjected to a TPO analysis in
' March, 1993. Two intersections were analyzed at that time. The City Traffic Engineer has
determined that the same two intersections, shown below, will once more be analyzed.
' 1. Jamboree Boulevard/Campus Drive
2. MacArthur Boulevard/Campus Drive.
One Percent Test
' The results of the initial analysis show that project traffic in the AM and PM peak 2112 hour
period is less than one percent of the forecast 21/2 hour traffic volume at both Jamboree
' Boulevard/Campus Drive and MacArthur Boulevard/Campus Drive (See Appendix Tables
A-2 through A-5 at the rear of this report). Since the one percent test threshold is not
' exceeded, the proposed project is considered to have no significant impact and the ICU
test is not required, nor are measures to mitigate project impact.
' 18
1
1
1
TABLE 2
COMMITTED PROJECT LIST
E-Z Auto Airpark
tNumber Project Name Percent
' 009 CIVIC PLAZA 96
010 CORPORATE PLAZA 30
018 NEWPORT PLACE 96
' 031 VALDEZ 40
033 KOLL CENTER NPT NO. 1 TPP 0
034 SEE PROJECTS 340 TO 343 0
' 053 SEE PROJECTS 530 TO 533 ' 0
060 1400 DOVE STREET 0
063 KOLL CENTER TPP AMEND. 4A 0
' 065 ROSAN'S DEVELOPMENT 65
100 FASHION ISLAND #2 0
111 28TH ST MARINA PROJECT 50
120 PACIFIC BELL SITE 0
121 NEWPORT VILLAGE 0
122 CASTAWAYS MARINA 0
' 123 KOLL CENTER CARL'S JR. 96
124 CIVIC PLAZA 0
125 CORPORATE PLAZA &WEST 0
' 129 HOAG HOSPITAL EXTENSION 0
130 CORPORATE PLAZA WEST II 0
134 INTERPRETIVE CENTER 0
135 PACIFIC MUTUAL 1601 AVOCADO 0
136 NEWPORT DIAGNOSTIC #85 0
139 PAC TEL MINI-STORAGE 0
140 FOUR SEASONS ADDITION 0
141 FAMILY FITNESS CENTER 0
' 341 AMENDMENT NO. 1 FORD AERO 0
34Z AMENDMENT NO. 1 FORD AERO 0
343 AMENDMENT NO. 1 FORD AERO 0
' 555 CIOSA- IRVINE PROJECT 0
910 NEWPORT DUNES 0
920 BAYVIEW 0
' 930 CITY OF IRVINE DEV. 0
' Source: City of Newport Beach: Traffic Phasing Ordinance, Report on Approved
ProjectVolumes - Less than 100% Completed, Newport Info Database
1
' 19
1 i
ON-SITE CIRCULATION
Access to E-Z Auto Airpark is via a signal controlled intersection on Campus Drive at
Martin, and a driveway on Birch Street at which left-turn exit is prohibited (right-turn exit
only).
The Auto Airpark site is reached from both Campus Drive and Birch Street by using the
existing two-lane roadway which wraps around the two story and four story office buildings
' at the west end of MacArthur Court. Most of the present site traffic revolves around the
existing parking structure, which has more than three and a half times the number of
' spaces than the existing plus expanded Auto Airpark surface parking lot. The relatively
light hourly traffic volumes (both auto and shuttle) expected to be generated by the project
should not produce any on-side access and circulation problems.
' PARKING ANALYSIS
MacArthur Court contains two office towers, two-two story office buildings and one-four
' story building (see Figure 2). According to data provided by Ace Parking, the five
buildings have a total of 679,299 square feet of floor area (see Table 3). Percent building
' occupancy at the time the parking survey for this project was conducted, varied from 79
percent in the 4675 office tower to full occupancy in the two story 4770 building.
' Occupancy for all of MacArthur Court is shown at 83 percent.
tCounts were made of the number of vehicles parked in the existing 1,890 space parking
structure on a Thursday, Friday and Monday in June, 1995. The counts were made at
' 8:00 AM, 10:00 AM, 12:00 Noon, 2:00 PM and 4:00 PM. Table 4 presents the results of
these counts and shows percent occupancy for each these counts and shows percent
' occupancy for each count period. From Table 4, it can be seen that a peak of 1,169
parked vehicles (61.9% occupancy) was observed at 10:00 AM on Thursday.
' 20
1
' TABLE 3
EXISTING MACARTHUR COURT
E-Z Auto Airpark
' MacArthur Court Square Feet Percent Occurred
Address (SF) Occupancy Square Feet
' 4665 34,174 91% 31,098
4685 65,634 96% 63,009
4675 278,754 79% 220,216
4695 278,654 82% 228,496
' 4770 22,083 100% 22,083
' TOTAL 679,299 83% 564,902
Notes
1. Square footage and occupancy data provided by Ace Parking.
21
1
TABLE 4
PARKING STRUCTURE OCCUPANCY
E-Z Auto Airpark
Date 8:00 AM 10:00 AM 12:00 NOON 2:00 PM 4:00 PM
Day parked Percent Parked Percent Parked Percent Parked Percent Parked Percent
June 1, 1995 No --- 1,169 61.9% 1,150 60.8% 1,082 57.2% 1,062
Thursday Count
June 2, 1995 660 34.9% 1,126 59.6% 1,050 55.6% 1,024 54.2% 934 49.4%
Friday
June 5, 1995 No --- No --- 1,070 56.6% 1,095 57.9% 997 57.3%
Monday Count Count
N
N
Notes
1. MacArthur Court Parking Structure
2. Occupancy data provided by Ace Parking
3. Percent Occupancy based on 1,890 spaces (Source: Ace Parking)
4. Peak observed occupancy in BOLD.
Similar parking counts were also conducted in the subject surface lot on a Monday,
' Tuesday and Wednesday in June, 1995 (see Table 5). The peak observation was made
at 12:00 Noon on Wednesday, when there were 176 vehicles parked in the surface lot
(74.9 percent occupancy).
Table 6 presents the analysis of available parking in the existing structure, adjusted to full
building occupancy, the number of parkers in the surface lot who would be relocated to the
' parking structure, and the expected surplus.
' Looking at Table 6, it can be seen that the observed peak demand of 1,169 spaces has
' been adjusted upwards to full occupancy to 1,408 spaces, which results in 482 spaces'
being available for use by parkers relocated from the surface lot. At full occupancy, the
176 vehicles parked in the surface lot increase to a demand of 212 spaces. Allocating 212
of the 482 available spaces in the structure to-relocated parkers leaves a surplus of 270
' parking spaces; a 14.3 percent surplus.
Hence, it is concluded that expanding the existing E-Z Auto Airpark to encompass the
entire surface parking lot on the west side of MacArthur Court, will not produce a negative
impact.
' SUMMARY
1. The proposed project is an expansion of the existing 201 space E-Z Auto Airpark
' to encompass the entire surface parking lot on the west side of MacArthur Court,
and relocation of existing parkers to the 1,890 space parking structure on the east
side of MacArthur Court.
2. A total of 325 parking spaces will be added to the Auto Airpark, including 7
handicapped accessible spaces, which are now inside a gate controlled facility and
' will be made available to all qualified users free of charge.
' 23
� a• � � � � l� l� i� I� l� l� l� � l� � r• � �
TABLE 5
SURFACE LOT PARKING OCCUPANCY
E-Z Auto Airpark
Date 8:00 AM 10:00 AM 12:00 NOON 2:00 PM 4:00 PM
Day
Parked Percent Parked Percent Parked Percent Parked Percent Parked Percent
June 19, 1995 92 39.1% 160 68.1% 169 71.9% 173 73.6% 155 66.0%
Monday
June 20, 1995 105 44.7% 165 70.2% 160 68.1% 167 71.1% 149 63.4%
Tuesday
June 21, 1995 70 29.8% 172 73.2% 176 74.9% 161 68.5% 156 66.4%
Wednesday
N
.A
Notes
1. Open Parking Lot (no access control at time of parking survey) adjacent to 4685 MacArthur Court.
2. Occupancy data provided by Ace Parking_
3. Percent Occupancy based on 235 spaces (Source: Linscott, Law& Greenspan, Engineers).
4. Peak observed occupancy in BOLD.
5. This parking lot is currently access gate controlled (card in/card out operation).
TABLE 6
' PARKING ANALYSIS
E-Z Auto Airpark
AVAILABLE PARKING IN STRUCTURE
Observed Peak Parking Demand 1,169 spaces
Adjust to Full Building Occupancy [1,169/0.83] 1,408 spaces
Available Parking: Supply 1,890 spaces
' Demand -1.408 spaces
Available 482 spaces
' PARKING TO BE RELOCATED FROM OPEN LOT TO STRUCTURE
' Observed Peak Parking Demand 176 spaces
Adjust to Full Building Occupancy [176/0.83] 212 spaces
STRUCTURE WITH RELOCATED PARKING
Available in Structure 482 spaces
' Relocated Parking -212 spaces
Surplus in Structure 270 spaces
Percent Surplus 14.3 percent
' 25
� II
' 3. The existing Auto Airpark provides free shuttle service to nearby John Wayne
Airport.
' 4. E-Z Auto Airpark expansion is expected to generate the following 2'/ hour peak
' period vehicle trips.
2'/2 Hour AM 2% Hour PM ,
' Auto 26 28
' Shuttle 21 31
Total 47 59
5. The One Percent Test, conducted pursuant to the Newport Beach TPO, at the two
intersections selected by staff, indicated that project generated traffic is expected
to be below the one percent threshold. The proposed project is not expected to
' produce significant traffic impact and further analysis (ICU Test) is not required.
' 6. Analysis of existing parking occupancy, adjusted to full occupancy, reveals that 482
spaces in the parking structure can be expected to be available to parkers relocated
from the surface lot as a result of the Auto Airpark expansion.
' 7. At full building occupancy, it is anticipated that a total of 212 parkers will be
relocated to the parking structure. This will leave a surplus of 270 spaces (14.3
' percent surplus) in the parking structure.
8. Hence, it is concluded that expanding the existing E-Z Auto Airpark to encompass
the entire surface lot on the west side of MacArthur Court will not result in a
' negative parking impact.
26
1
Linscott, Law& Greenspan, Engineers
TABLE A-1
TRIP GENERATION SURVEY(2 112 HOUR PERIOD)
E-Z Auto Airpark
VEHICLE COUNTS
Monday IN OUT
April 3, 1995 AUTO SHUTTLE TOTAL AUTO SHUTTLE TOTAL GRAND
VOL % VOL % VOLUME VOL % I VOL I % IVOLUME1 TOTAL
AM 18 82% 4 18% 22 10 71% 1 4 290 14 36
PM 8 50% 8 50% 16 5 42% 7 58% 12 28
Tuesday IN OUT
April4, 1995 AUTO SHUTTLE TOTAL AUTO SHUTTLE TOTAL GRAND
VOL % VOL I % IVOLUME VOL % VOL % VOLUME _TOTAL
AM 18 64% 10 1 36% 1 28 3 27% 8 • 73% 11 39
PM 9 53% 8 47% 17 6 43% 8 T 57% 14 _ 31
Friday IN OUT
April 7, 1995 AUTO SHUTTLE TOTAL AUTO SHUTTLE TOTAL GRAND
VOL % VOL % VOLUME VOL % VOL % VOLUME TOTAL I
AM 10 53% 9 47% 19 2 18% 9 82% 1 11 30
PM 8 40% 12 60% 20 16 55% 13 1 45% 1 29 49
TRIP GENERATION IN OUT
RATE AUTO SHUTTLE I TOTAL 11 AUTO I SHUTTLE I TOTAL
AM 0.09 0.05 0.14 0.02 0.04 0.06
PM 0.04 0.06 0.10 0.08 0.07 0.15
Notes:
1. AM based on Tuesday,April 4, 1995
2. PM based on Friday,April 7, 1995
3. Trip Generation Rates expressed in Vehicle Trips/Space
(based on 201 spaces in existing E-Z Auto Airpark facility).
1762.WK4
TABLE A-2
1% Traffic Volume Analysis
Intersection JAMBOREE BL/CAMPUS DR
(Existing Traffic Volumes based on Average Winter/Spring 19 93) AM
Peak 2h Hour Approved
Approach Existing Regional Projects Projected 1% of Projected Project
' Direction Peak 2h Hour Growth Peak 2y Hour Peak 21� Hour Peak 2h Hour Peak 2� Hour
Volume Volume Volume Volume Volume Volume
Northbound 2213 �,7 - _1 (ol 4- ?f [j 3 30 Q
Southbound 3989 4 ) d 15 q-7 S-1 0 (, �✓�]
Eastbound 596 5 30-1- 00 I i 2
Westbound 1787
Project Traffic is estimated to be less than 1% of Projected
Peak 22 Hour Traffic Volume
Project Traffic is estimated to be greater than 1% of Projected
' [l Peak 23-2 Hour Traffic Volume. Intersection Capacity Utilization
(I.C.U.) Analysis is required.
1
' DATE:
PROJECT: E' a AVTO 1MtFh zl< A - Z.
I
' TABLE A-3
1% Traffic Volume Analysis
' Intersection JAMBOREE BL/CAMPUS DR
(Existing Traffic Volumes based on Average Winter/Spring 19 93 ) PM
Peak 2y Hour Approved
Approach Existing Regional Projects Projected 1% of Projected Project
Direction Peak 2� Hour Growth Peak 2h Hour Peak 2M Hour Peak 2h Hour Peak 2y Hour
Volume Volume Volume Volume Volume Volume
Northbound 3676 -7j"1 8 1 G2 'i s4ol
ISouthbound 3637 '1 4-"5 -+ — Z
Eastbound 1736 1�j(p Z 5' Westbound 148+4 1 1 n 1 1
s r Project Traffic is estimated to be less than 1% of Projected
X� Peak 2Z Hour Traffic Volume
Project Traffic is estimated to be greater than 1% of Projected
[] Peak 21-2 Hour Traffic Volume. Intersection Capacity Utilization
' (I.C.U. ) Analysis is required.
' - DATE:
PROJECT: 1:—:- -2 AUTO
A- 3
ITABLE A-4
' 1% Traffic Volume Analysis
Intersection MACARTHUR BL/CAMPUS DR
I (Existing Traffic Volumes Dased on Average inter pring 9 _
Peak 231 Hour Approved
Approach Existing Regional Projects Projected 1% of Projected Project
Direction Peak 2h Hour Growth Peak 2h Hour Peak 2h Hour Peak 2k Hour Peak 2k Hour
Volume Volume Volume Volume Volume Volume
Northbound 1664 ( ZI Q+ i A p 10
Southbound 3088 �5150
Eastbound 2563 3
v I �
Westbound 829 530 L9 2
I Project Traffic is estimated to be less than 1% of Projected
Peak 22 Hour Traffic Volume
❑ Project Traffic is estimated to be greater than 1% of Projected
Peak 21 Hour Traffic Volume. Intersection Capacity Utilization
(I.C.U.) Analysis is required.
DATE:
' PROJECT: F.'Z AVTU
FORM I
TABLE A-5
1% Traffic Volume Analysis
Intersection MACARTHUR BL/CAMPUS DR
(Existing Traffic Volumes based on Average winter/spring 994 PM
Peak 2k Hour Approved
Approach Existing Regional Projects Projected 1% of Projected Project
Direction Peak 2� Hour Growth Peak 2� Hour Peak 21, Hour Peak 2h Hour Peak 2k Hour
Volume Volume Volume Volume Volume Volume
Northbound 2670
' Southbound 29$0 � 0�0 ���Pr3 33d � 2 ; '
Eastbound 1952
Westbound 3098 0 Z a 11 y
' j Project Traffic is estimated to be less than 1% of Projected
X� Peak 2Z Hour Traffic Volume
Project Traffic is estimated to be greater than 1% of Projected
Peak 22 Hour Traffic V(A,ume. Intersection Capacity Utilization
' (I.C.U.) Analysis is required.
+�
PROJECT: t5 -� AUTO At ) 0� `otf?-K DATE:
' A-5 FORM I
The Mission: Convenient parking with outstanding,service
August 15, 1996
Jim Sinasek
Code Enforcement Supervisor
City of Newport Beach
Ace Parking P.O. Box 1768
Management, Inc. Newport Beach, CA 92658-8915
Scott A. Jones
Chat man
CEO Re: Statement of Non Use
Dear Mr. Sinasek:
This letter summarizes our conversation today. ACE Parking, on behalf of
the Irvine Company, operates a 201 stall off-site airport surface parking lot
located at MacArthur Court in Newport Beach. Last year, we had submitted
plans to expand this operation by 200 stalls juxtaposed to the current
operation. Unfortunately, this concept was been reviewed by the Irvine
Company and determined to not be in the best interest of the project at this
time.
We are now developing a feasibility study to determine the benefits of
placing this operation into the parking structure. I understand that we will
need to start the process over should this plan have merit.
If you have any questions,please do not hesitate in calling me at 724-0963.
Respectfully,
ACE Parking, Inc.
V
Michael J. Kipper
Vice President
MI....:C TALE9WPD0CSF2AIR2NB.WPD
Corporate Office: 645 Ash Street San Diego,CA 92101.3211 (619)233-6624 FAX(619)23M741
Regional Offices Newport Beach, CA, Pasadena,CA, Dallas,TX,and Portland,OR
F£:s:NATML PARKING 46GC V01 customer Service. 1-800-925PARK(7275)
/TO i .Z /_ J7 DATE o
r'I Accounts Payable 0 General Services
F—I Administrative Services Human Resources
0 Arts 0 Mayor
0 Building M.I.S.
0 City Attorney E07planning
0 City Clerk Police
City Manager Public Works/Engineering
0 City Manager(Assistant) 0 Public Works/Utilities
0 Community Services Revenue
0 Fire&Marine
r
FROM
❑ACTI ❑AS REQUESTED
❑RE NFORMATION
❑CO ENT ❑FILE
❑SIG ATURE ❑RETURN
REMARKS
' SEW POST
° CITY OF NEWPORT BEACH
P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915
9C�pO AP
August 6, 1996
Mr. Michael Kipper
4680 Mac Arthur Court Suite A
Newport Beach,Ca.92660
Subject: Use Permit Required for E-Z Airpark Expansion MacArthur Court,Newport
Beach,California
Dear Mr. Kipper:
The matter relative to the E-Z Airpark expansion within MacArthur Court has been referred to my office
for follow-up.
The requirement of a use permit was last brought to your attention by letter dated March 6, 1996. As of
this date the application and fee have still not been submitted and it is the belief of the City that the
benefit of the expanded parking continues.
Therefore, unless the fee and application have been submitted no later than August 21, 1996 this matter
will be referred to the office of the City Attorney for appropriate action. Hopefully, with your timely
application and fee submission, any further action by this department will be unnecessary.
If by chance we have misinterpreted your delay in submitting the application we would appreciate your
contacting the undersigned so as to explain your intentions.
On behalf of the City we would like to express our appreciation for your understanding and
assistance in helping to resolve this matter in a timely and amicable fashion.
To discuss this letter you should contact Jim Sinasek between the hours of 7:00 to 8:00 a.m. or 3:30 to
4:00 p.m.at 714-644-3215.
Very truly yours,
BUILDING DEPARTMENT
Raimar S ruller,Director
By
Jim Sina�1
Code E�iforcement Supervisor
c Jay Garcia, Senior Planner
Aziz Aslami,Associate Planner
Attachments
3300 Newport Boulevard, Newport Beach
I
LINSCOTT, LAW & GREENSPAN, ENGINEERS
TRANSPORTATION PLANNING TRAFFIC ENGINEERING PARKING
DATE^ q •�JOD NO.
I� I ATTENTION
r �'Vi1 eS(IfffT .(Ay
� ��I Y M o@IF 4uuQ[J SMOOCTIQL v-Y 1,nE I V ♦ l�� N —
t /l g , A(mwe Court
TO 7_6m )G
WE ARE SENDING YOU ,Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
I
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑0 FO�RJBIDS
DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS�Y " t� O Yl CJ 1WL`7
rov.nl�,, -h7 �;vl., dal wt oh s r•,
COPY TO
SIGNED:����
It enclosures are not as noted, kindly notify us at once.
N5411580 CORPORATE DRIVE, SUITE 122, COSTA MESA, CA 92626 TEL: (714) 641-1587 • FAX: (714) 641.0139
❑ 106 SOUTH MENTOR AVENUE,SUITE 100, PASADENA,CA 91106 TEL: (213) 681-2629 • FAX: (818) 792-0941
❑ 8989 RIO SAN DIEGO DRIVE, SUITE 136, SAN DIEGO, CA 92108 TEL: (619) 299-3090 • FAX: (619) 299.7041
t_
Avery Laser Labels #2163
The Irvine Company
550 Newport Center Drive
Newport Beach, CA 92660
®AVERYO
Avery Laser Labels #2163
John Saunders
4525 MacArthur Boulevard
Newport Beach, CA 92260
J
Aetna Real Estate Advisors
1740 Technology Drive, Suite 600
San Jose, CA 95110
Karen Larky Trust
4667 MacArthur Boulevard, 4th Floor
Newport Beach, CA 92660
I
Shuwa Investment Corporation
515 South Flower Street, Suite 1270
Los Angeles, CA 90071
®AVERY®
- - ---The-Irvine-Company - Texaco-Inc. - - - - Aetna-Life-Insurance -- --------
550 Newport Center Dr. P.O. Box 7813 242 Tnmrbull #AR6G
Newport Beach, CA 92660 Universal City, CA 91608 Hartford, Cr 06156
Plaza De Cafes Co. Birtcher Pacific Pacific Heritage
___-3151 Ainvay_Ave. Suite - __ 27611La-Paz-Rd.- __- _ ___P.O.Box2969
Costa Mesa, CA 92626 Laguna Niguel, CA 92677 Torrance, CA 90509
Carl Karcher Enerprises JRSM Corp. Edward Allred
1200 N. Harbor Blvd. Mission Viejo Mall, Suite 132 3050 Airport Way
Anaheim,-CA 92803 Mission Viejo, CA 92691 ___Long_Beach,CA 90806 _—__
Unzen Enterprise Co. Lt . Aetna Life Insurance Co.
700 So. Flower St. Suite 215 4901 Birch St
Los Angeles, CA 90017 Newport Beach, CA 92660
- -- - Koff Center Newport Andieiv Alison
4343 Von Karman Ave. P.O. Box 8040
Newport Beach, CA 9266 Newport Beach, CA 92658
Koll Center Newport D B 1 L P
--- Mac Arthur-Hotels Ltd. - - - 4490 Von Karman Ave - - - --- - - " ---
4500 Mac Arthur Blvd. Newport Beach, CA 92660
Newport Beach, CA 9266
Bankers Life Company Aetna Life Insurance Co.
- -711-High-Street - 4343-Von Karman Ave - - -- --- --- -- -
Des Moines, IA 50307 Newport Beach, CA 92660
Larken Inc. Douglas Development
410 Abram St. Suite 10 P.O. Box 19151
-----Ar-lington,-TX-76010 ---- - - - Irvine,-CA-92713- --- -- -- - ---'-- - - --- ---The Irvine Company Richard Nelson
4570 Campus Dr. Suite 13142 Laurinda Way
Newport Beach, CA 9266 Santa Ana, CA 92705
The Irvine Company Tokai Bank
P.O. Box 1700 19000 Mac Arthur Blvd.
Denver, CO 80201 Irvine, CA 92713
California Federal Bank -_ Alfred OuNan_
P.O. Box 5300 8 Monterey Cir
Baldwin Park, CA 91706 Corona Del Mar, CA 92625
R\...\aziz\tmfffic\tpo861ist
r
The Irvine Company Texaco Inc. Aetna Life Insurance
550 Newport Center Dr. P.O. Box 7813 242 Tmmbull #AR6G
Newport Beach, CA 9266 Universal City, CA 91608 Hartford, CT 06156
Plaza De Cafes Co. Birtcher Pacific Pacific Heritage
3151 Airway Ave. Suite L 27611 La Paz Rd. P.O. Box 2969
Costa Mesa, CA 92626 Laguna Niguel, CA 92677 Torrance, CA 90509
-------C-arl-Karcher-Enerprises-- - TRSM-Corp: - -- --Edward-Allred- -------
1200 N. Harbor Blvd. Mission Viejo Mall, Suite 132 3050 Airport Way
Anaheim, CA 92803 Mission Viejo, CA 92691 Long Beach, CA 90806
Unzen Enterprise Co. Lt . Aetna Life Insurance Co.
----700-So.-FF'lower-St.-Suite- 215.- ----49-01 Birch.St-
Los Angeles, CA 90017 Newport Beach, CA 92660
Koll Center Newport Andrew Alison
4343 Von Karman Ave. P.O. Box 8040
___ Newport Beach,-CA 9266 ____ -Newport & ach,-CA 92658__
Koll Center Newport D B 1 L P
Mac Arthur Hotels Ltd. 4490 Von Karman Ave
4500 Mac Arthur Blvd. Newport Beach, CA 92660
__Newport Beach, CA 9266
Bankers Life Company Aetna Life Insurance Co.
711 High Street 4343 Von Karman Ave
Des Moines, IA 50307 Newport Beach, CA 92660
--- - - -
Dou- glas-D"eveo men— p -
-----I:arken Inc. f - - - -- - --- —" —-`--- - "
410 Abram St. Suite 10 P.O. Box 19151
Arlington, TX 76010 Irvine, CA 92713
The Irvine Company Richard Nelson
----45-70-Campus-Dr—Suite - 13-142--Laurinda-Way-- - -- - ------- ----
Newport Beach, CA 9266 Santa Ana, CA 92705
The Irvine Company Tokai Bank
P.O. Box 1700 19000 Mac Arthur Blvd.
----Denver,-C-0-80201 - Irvine; CA 92-7-13 - - -- - ------ ----
California Federal Bank Alfred Quinlan
P.O. Box 5300 8 Monterey Cir
Baldwin Park, CA 91706 Corona Del Mar, CA 92625
---- F-\...\aziz\traffic\"M1ist —
NOTICE OF PUBLIC HEARING
Notice is hereby given that the Planning Commission of the City of Newport Beach will hold•a public hearing on
the application ofAce Parking,Inc.for Traffic Study 103 on property located at 4680 Mac Arthur Court.
Suite-A.
Request to expand an existing 202 parking space public narking facility for JW Airport to include
additional 212 surface parking spaces available for the existine office towers on the site. The proposal will
relocate the current office building parking to an existing adiacent parking structure.
This project has been reviewed, and it has been determined that it is categorically exempt under the requirements
of the California Environmental Quality Act.
Notice is hereby further given that said public hearing will be held on the 4th day of April 1996, at the hour of
7:30 p.m. in the Council Chambers of the Newport Beach City Hall, 3300 Newport Boulevard,Newport Beach,
California, at which time and place any and all persons interested may appear and be heard thereon. If you
challenge this project in court, you may be limited to raising only those issues you or someone else raised at the
public hearing described in this notice or in written correspondence delivered to the City at, or prior to, the public
hearing. For information call(714)644-3200.
Michael C.Kranzley, Secretary,Planning Commission, City of Newport Beach
NOTE: The expense of this notice is paid from a filing fee collected from the applicant.
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
PLAN REVIEW REQUEST
Date:February 15, 1996
X PUBLIC WORKS DEPARTMENT X PLANS ATTACHED(PLEASE RETURN)
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking, Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite-A
REPORT REQUESTED BY: 2-20-1996
COMMISSION REVIEW: 44-1996
COMMENTS:
Signature: Date:
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
PLAN REVIEW REQUEST
Date:February 15, 1996
X PUBLIC WORKS DEPARTMENT X PLANS ATTACHED (PLEASE RETURN)
X TRAFFIC ENGINEER
X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT.
X BUILDING/GRADING DEPARTMENT
_ COMMUNITY SERVICES
X POLICE DEPARTMENT
_ MARINE SAFETY
X REVENUE
X ECONOMIC DEVELOPMENT(Commerical Development Only)
APPLICATION OF: Ace Parking, Inc.
FOR: Traffic Study 103
DESCRIPTION: Request to expand an existing 202 parking space public parking facility for
JW Airport to include additional 212 surface parking spaces available for
the existing office towers on the site. The proposal will relocate the current
office building parking to an existing adjacent parking structure.
LOCATION: 4680 Mac Arthur Ct
Suite-A
REPORT REQUESTED BY: 2-20-1996
COMMISSION REVIEW: 4-4-1996
COMMENTS:
Sianature: Date:
NOTICE OF PUBLIC HEARING
Notice is hereby given that the Planning Commission of the City of Newport Beach will hold a public hearing on
the application of Ace Parking,Inc.for Traffic Study 103 on property located at 4680 Mac Arthur Ct
Suite-A.
Request to expand an existing 202 narking space public parking facility for JW Airport to include
additional 212 surface parking spaces available for the existing office towers-on the site. The proposal will
relocate the current office building parking to an existing adiacent parking structure.
This project has been reviewed, and it has been determined that it is categorically exempt under the requirements
of the California Environmental Quality Act.
Notice is hereby further given that said public hearing will be held on the 4th day of April 1996, at the hour of
7.30 p.m. in the Council Chambers of the Newport Beach City Hall, 3300 Newport Boulevard, Newport Beach,
California, at which time and place any and all persons interested may appear and be heard thereon. If you
challenge this project in court, you may be limited to raising only those issues you or someone else raised at the
public hearing described in this notice or in written correspondence delivered to the City at, or prior to, the public
hearing. For information call(714)644-3200.
Michael C.Kranzley, Secretary,Planning Commission, City of Newport Beach.
NOTE: The expense of this notice is paid from a filing fee collected from the applicant.
1
CIO
The Irvine Company Texaco Inc. Aetna Life Insurance
550 Newport Center Dr. P.O. Box 7813 242 Trun bA #AR6G
Newport Beach, CA 92660 Universal City, CA 91608 Hartford, CT 06156
Plaza De Cafes Co. Birtcher Pacific Pacific Heritage
3151 Airway Ave. Suite L 27611 La Paz Rd. P.O. Box 2969
Costa Mesa, CA 92626 Laguna Niguel, CA 92677 Torrance, CA 90509
Carl Karcher Enerprises JRSM Corp. Edward Allred
1200 N. Harbor Blvd. Mission Viejo Mall, Suite 132 3050 Airport Way
Anaheim, CA 92803 Mission Viejo, CA 92691 Long Beach, CA 90806
Unzen Enterprise Co. Ltd. Aetna Life Insurance Co.
700 So. Flower St. Suite 1215 4901 Birch St
Los Angeles, CA 90017 Newport Beach, CA 92660
Koll Center Newport Andrew Alison
4343 Von Karman Ave. P.O. Box 8040
Newport Beach, CA 92660 Newport Beach, CA 92658
Koll Center Newport D B 1 L P
Mac Arthur Hotels Ltd. 4490 Von Karman Ave
4500 Mac Arthur Blvd. Newport Beach, CA 92660
Newport Beach, CA 92660
Bankers Life.Company Aetna Life Insurance Co.
711 High Street 4343 Von Karman Ave
Des Moines, IA 50307 Newport Beach, CA 92660
Larken Inc. Douglas Development
410 Abram St. Suite 100 P.O. Box 19151
Arlington, TX 76010 Irvine, CA 92713
The Irvine Company Richard Nelson
4570 Campus Dr. Suite 2 13142 Laurinda Way
Newport Beach, CA 92660 Santa Ana, CA 92705
The Irvine Company Tokai Bank
P.O. Box 1700 19000 Mac Arthur Blvd.
Denver, CO 80201 Irvine, CA 92713
California Federal Bank Alfred Quinlan
P.O. Box 5300 8 Monterey Cir
Baldwin Park, CA 91706 Corona Del Mar, CA 92625
P.\...\eaz\t=ffic\q"61ist