CORRESPONDENCE
iJJie City of
$oynton 'Beacfi
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100 'E. 'Boynton 'Be(U.h. 'Boulevard
P.O. 'Bo~310
'Boynton 'Bea.di, '}{orida. 33425-0310
City 1-fafi: (407) 734-8111
'}'5U: (407) 738.7459
July 23, 1991
Draper and Kramer, Inc.
100 NE 3 Ave, Suite 970
Fort Lauderdale, FL 33301-1146
Attention: Mr. Gary J. Rita, Vice President
RE: Village Shoppes of Boynton
Concrete Pedestrian Sidewalks
Dear Mr. Rito:
As you are very well aware, the City Commission of the City of Boynton
Beach on April 16, 1991, upheld the requirements set forth in the City's
Code of Ordinances, specifically Chapter 5, Article X, "Boynton Beach
Parking Lot Regulations", Section 5-142 (g), "Sidewalk Standards", thereby
maintaining that concrete pedestrian sidewalks shall be constructed through
ingress/egress approach areas.
I have personally reviewed the approved City plans for your project (copies
enclosed herewith) which indicate the construction of the subject sidewalks
as agreed upon by the owner's agent during the site plan review process.
You are responsible for constructing the infrastructure and public improve-
ments pursuant to the site plan, as well as in accordance to the applicable
provisions of the City code (as referenced in the aforementioned
paragraph). Let me say that the construction of concrete pedestrian
sidewalks through ingress/egress approach areas is not a new requirement in
the City of Boynton Beach and it is my understanding that all developments
(including the City Hall complex) have adhered to this specific requirement
over the years.
RECEIVED
JUL 23
PLANN1NG DEPT.
-
5fmerica's (jateway to tfie (julfstream
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I sympathize with your situation, however, I must point out that as far as
I am concerned, the ruling of the City Commission is final and binding. You
certainly had the opportunity to present your case to the City Commission
at the time the subject matter was heard by them. Unfortunately, I cannot
support any fonm of a variance for this work as I do not perceive a
hardship case exists in this instance. I see no real advantage in meeting
to discuss whether or not you should or should not construct the concrete
pedestrian sidewalk, however, should you feel a meeting is warranted,
please feel free to contact Joyce Costello, Administrative Assistant, to
schedule an appointment.
There is no doubt in my mind that you have in fact provided the City of
Boynton Beach with a first class shopping center. At this point in time
the City is only requesting from you what has been requested from other
shopping center developments in the City and that is to simply provide
concrete pedestrian sidewalks. Hopefully this can be accomplished.
Sincerely,
CITY OF BOYNTON BEACH
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J. Scott Miller
City Manager
JSM:cd
cc: Honorable Mayor and City Commission
Vincent Finizio, Administrative Coordinator of Engineering
W. Richard Staudinger, City Engineer
Chris Cutro, Director of Planning
Mike Haag, Site Development Compliance Administrator
David Sturdyvin, VDM Group
Central File
Enclosures (Site Development Plans)
/'
DRAPERAND KRAMER
..C;()li;.....( lRAl :.~
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Gary J. Rito
V ice President
1'l:L: 3 J2 3";h XblJO
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July 9, 1991
RE "r" ,. VED
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Mr. J. Scott Miller
City of Boynton Beach
City Manager
100 East Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, FL 33435-0310
.IUI 18 1991
CITY MANAGER'S OFFICE
Re: Shoppes of Boynton
Final Sitework Signoff
Dear Mr. Miller:
I am writing on behalf of the ownership of the Shoppes of Boynton. As you are aware, the
construction of concrete sidewalks at each driveway entrance precludes us from receiving
final sitework approval for this project.
First, we would like to thank: yourself, Mr. Finizio and Mr. Staudinger for your support and
assistance in attempting to modify the parking lot specifications which would have allowed
the use of thermoplastic pedestrian striping per Proposed Resolution No. R91-17, which was
heard at the City Commission on April 16, 1991. Unfortunately, this resolution came across
solely as an attempt to reduce construction costs at the center. Although maintaining costs
are always a factor in real estate development, preventing the spending of unnecessary costs
is one Df our major concerns. The alternative requested in the aforementioned resolution
is a viable altem3.tiv~ and does not sacrifice the intent of this ordinance as proven by the
support of the City of Boynton Engineering Department and Rossi & Malavasi Engineers.
If amending these parking lot specifications is not probable with the City Commission, we
would like to discuss the possibility of pursuing a variance for this work as a hardship case
due to several circumstances surrounding this issue. Discussion of these circumstances were
not necessary previously if the alternative specifications were approved.
a.) All ingress/egress approaches were in place (without continuous
sidewalks) when we purchased this property, therefore these
areas were not included in our civil engineering drawings which
were approved by the City or Boynton Beach. As a result,
these areas were never a part of our sitework contract.
100 N.E. Third Avenue, Suite 970, Fort Lauderdale, FL 33301-1146
;\tbnta, (;,\ . C>lumbus.OH . Des MOll1es.IA . Fort Lauderdale, 1'1. . Houston, TX . 51. Louis, .\10 . Chica~o, 11. btJhl"hed !~l),
...
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DRAPER Al'JD ~ER
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Mr. J. Scott Miller
Page 2
July 9, 1991
b.) The owner's associates on the project were fIrst made aware of
this code requirement on January 10, 1991 by the City
Engineering Department. Cobb Theatre opened for business
on June 21, 1990. We realize the City has disclaimers
protecting them from these types of oversites, but we feel we
could have been informed of this requirement a little earlier in
the game, as there were dozens of engineering inspections at
this site prior to January 1991.
c.) Closing entrances to this shopping center to construct sidewalks
at this time when there is a viable alternative is only causing
undue inconvenience and potential traffic hazards at the site.
We feel we have provided the City of Boynton with a first class shopping center that they
can be proud of for years to come. To look at this striping request solely as an attempt to
cut construction costs is not exactly fair, since it is obvious we have spent thousands of
dollars in upgrades to make the Shoppes of Boynton a step above other centers.
Mr. Miller, we would like to sit down with you and Dave Sturdyvin immediately to
determine how we can best resolve this issue at the earliest possible convenience. Please
give me a call so we can discuss a convenient time to address this matter.
Sincerely,
VSB Incorporated
By SDK Incorporated
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(yaW <I -;![~ ~
Gary; . Rito
Vie r~~nt
GJR/lm
cc: Dave Sturdyvin
Charlie Ladd
Mike Tracy
John Hoecker
3 File
100 N.li Third Avenue, Suite 970, Fort Lauderdale, FL 33301-1146
CfJh
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GEE & JENSON
April 17, 1991
vince Finizio
City of Boynton Beach
100 E. Boynton Beach Boulevard'
P.o. Box 310
Boynton Beach, FL 33425-0310
Re: Shoppes of Boynton Pedestrian Crossings & Driveways
, ;
Dear Vinnie:
At the City commission meeting of April 16, 1991, the subject of
modifying the existing parking lot standards to incorporate
thermo-plastic pedestrian striping in lieu of continuous concrete
sidewalks for ingress/egress driveway approaches was considered
by the City commission. Engineering department Memorandum 91056
as well as a letter from the VDM Group requesting the
modification and a draft of the modified parking lot
specifications indicating how this information would be
incorporated into the parking standards (should it be approved)
was available for the city Commission. By unanimous 5-0 vote
this proposed amendment to the existing parking lot standards was
denied. We must therefore continue tO'enforce the existing
parking lot specifications for continuous concrete sidewalks for
ingress/egress driveway approaches.
By copy of this letter I am requesting the city Manager notify
the VDM Group or so indicate if he wishes the engineering
department to correspond directly with VDM.
If you have any questions regarding this matter, we_ would be
pleased to review them with you at your convenience.
Very truly yours,
~r~~A-
W. Richard Staud1nger, P.E.
WRS:kmk
91-025
cc: Jim Cherof
Chris cutro
Don Jaeger
Scott Miller
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One Harvard Circle. West Palm Beach, Florida 33409-1923.407/683-3301 . FAX 407/686-7446
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AUG . 4 1989
~1 E ~1 0 R AN D UI'.1
AU9ust 2, 1989
Tn.
~ .
Gr'eg .Jones,
Vander Ploeg and Associates, Inc.
Architects and Planners
suite 100
1700 Ncrth Dixie Highway
Boca Raton, Florida 33432
FROM:
\,/. D. Cavanau'dh
TRS Rep. Fire Department
City of Boynton Beach
RE:
Village Shoppes of Boynton -
North Congress Avenue at Quantum Blvd.
After a cursory review of the plans/proposals for this
pr'oject, this office l~ejected the "Vi11a'~e :3hoppes" name. \'/02
transmitted this information during the May, 1989 TRB Meeting.
The name was rejected due to its close proximity to the
Villager Shopping Center at Congress Avenue and Boynton Beach
eou1 evaf~d.
The common name for your project shall not include a
I~efer'ence to "vi 11 a'de II.
II
1m ORT~~T MESSAGE
DATE t ~ %
M ~E~~T
OF ~
Area Code
& Exchange
./~.~. .
TIME.y; ~
A~~&~~
William D. Cavanau9h
TRB Representative
City of Boynton Beach
TELEPHONED
PLEASE CAL.L.
CAL.L.ED TO SEE YOU
WILL CALL AGAIN
WANTS TO SEE YOU
URGENT
RETURNED YOUR CALL.
"
"
Operator
-
No. 153
-~. ..:_~...-"'; -....:..:..--"-'---, ---:;,.;.~,.. --
~:xerox Telecopier 7020 ; 7-28-89
9:59AM
4076844J 23....
a~d of County Commissioners
~:arol J. Elmqui$t, Chairman
Karen T. Marcus, Vice Chair
Carol A, Roberts
Ron Howard
Carole Phillips
July 28, 1989
Greg Jones
Vande Ploeg Associates
1700 N. Dixie Highway
Boca Raton, fL 33432
SUBJECT: QUANTAM BOULEVARD AND CONGRESS AVENUE
Dear Mr. Jones:
407 750 8051:# 1
Count)' Administrator
Jan Winters
Department of Engineering
and Public Works
This is a follow-up to my July 6, 1989 letter. In response to your question,
the usual amount required for a signal installation is $30,000. I hope this
information meets your needs.
If you have any further questions please do not hesitate to contact this office.
Sincerely,
~
OFFICE OF THE COUNTY ENGINEER
~~~
Charles L. Cantrell
Signal Systems Engineer - Traffic Division
CLC:SJB:sb
ee: Carman AnnUnziatio - City of Boynton Beach
File - Intersection "District 3"
clc\quantam
1~.~*~*\*~.**.*******..*.*.**.**.**
r ~ fi: Go A ~ ": .'0::' TAL M. M 0
TO: 0... '0 tV L.- .s .
DEn JLfWbf 'PtOE::" ~~' i.j07-7S0-<iOS- ~.fGg:
FADM: ~1lJ..1,..~s. C FrN'i fl~NE: C, 'fS 4 - Cf 03 Q ~
co: ~ 1; r '01 ~ FAX N' .... & J ~
PO.t-lt'.brartd tax tran,mltllll meme "ten
II An Equd Opportunity - Affirmative Action Employer"
BOX 2429 WEST PALM BEACH, fLORU>A 33402-2429 (407) 684-4000
,. '."
-~~
July 27, 1989
SYMCOR
City of Boynton Beach
100 Boynton Beach Boulevard
Boynton Beach, Florida 33425
Re: Village Shoppes of Boynton
N.E. Corner of Congress & 22nd Avenue
Boynton Beach, Florida
Gentlemen:
This check (#1009 )in the amount of $30,OOOt as and for the
construction and installation of a traffic signal at the
intersection of Congress Avenue & Quantum Boulevard is hereby
submitted.
These monies are to be placed in escrow for the cost of the
construction and installation of said signal. Any funds not
utilized for this purpose shall be returned to VSB, Ltd. after
completion of signal installation.
Any questions or comments please direct them to me at
305/765-1045.
Sincerely,
SYMeOR BOYNTON,
General Partner
SLP/pjl
encl.
BYNT.
DEVELOPERS. LEASING. PROPERTY' :MANAGEMENT
100 N.S. 3RD AVE. SUITE 850 FORT LAUDERDALE FLORIDA 33301
305-765-1045/FAX: 305-779-3161
Board of Count)' Commissioners
Carol J. Ull1quist, Ch,lirm,\I1
Karen T. Marcus, Vice Chair
Carol A. Roberts
Ron Howard
Carole Phillips
County Administrator
Jan Winters
,
Department of I:ngillccring
and Public Works
July 6, 1989
Greg Jones
Vander Ploeg Associates
1700 N. Dixie Highway
Boca Raton, FL 33432
SUBJECT:
QUANTUM BOULEVARD AND CONGRESS AVENUE
Dear Mr. Jones:
This letter is to confirm my conversation with Carmen Annunziato regarding the
payment for the traffic signal at the subject intersection. Mr. Annunziato
informed Palm Beach County that, although the City of Boynton Beach normally
requires a bond, an interest bearing escrow account would satisfactorily fulfill
the City's requirements for the cost of the signal installation at this
intersection.
The establishment of an escrow account is the usual procedure required by the
County for making funds available to cover signal installation costs. The City
would agree to accept this method in this instance.
Your cooperation in this matter of mutual interest is greatly appreciated.
Sincerely,
OFFICE OF THE COUNTY ENGINEER
(ill~C#
Charles L. Cantrell
Signal Systems Engineer - Traffic Division
Ale.
CLC:SRR:jr
cc:
Carmen Annunziato - City of Boynton Beach
BOX 2429
RECElVEn
Jut. ii ..
PLANNING DEPT.
~
WEST PALM BEACH, fLORIDA 33402-2429 (407) 684-4000
"An Equal Opportunity - Affirmatil'c Action Lrnploycr"
Fi 1 e:
Intersection "District 3"
clc\quantu.con
July 27, 1989
SYMCOR
City or Boynton Beach
100 Boynton Beach Boulevard
Boynton Beach, Florida 33425
Re: Village Shoppes of Boynton
N.E. Corner of Congress & 2Znd Avenue
Boynton Beach, Florida
Gentlemen:
This check <11009 )in the amount of $30,OOO~ ,as and for the
construction and installation or a traffic signal at the
intersection of Congress Avenue & Quantum Boulevard is hereby
submitted.
These monies are to be placed in escrow for the cost of the
construction and installation of said signal. Any funds not
utilized for this purpose shall be returned to VSB~ Ltd. after
completion of signal installation.
Any questions or corrunents please direct them to me at
305/765-1045.
Sincerely,
SYHCOR BO'1"NTON ~
Gene1"al Partner
SLP/pjl
encl.
BYNT.
DEVELOPERS. LEASING. PROPERT{ !~AGEMEN1'
100 N,E, 3RD AVE. SUITE 850 FORT LAUDERDALE FLORIDA 33301
305-765-104S/FAX: 305-779-3161
_--o"...:_~:..;.;:..~ .~~:-~..:J., _....;.-:..-:..'-~:-:..~.:~.i~. :::,.;..... -:...;:.
.: ~"~~::":i.:~~,I..;.:.'"
;;~
\
\
MOTORIST DESIGN DATA MOVEMENT, INC.
Traffic/Transportatlon Engineering Consultants
Hay 8, 1989
Carmen Anunziato, City Planning Director
City of Boynton Beach
200 North Seacrest Boulevard
P.O. Box 310
Boynton Beach, Florida 33435
RE: Responses To City's Comments
On Village Shoppes of Boynton
Traffic Impact Analysis Report
HDDH Project *89-012
Dear Carmen:
As a result of our telephone discussion on 5/5/89, I have
evaluated the items that were raised by Palm Beach County. I am
attaching specific responses to each item and also including some
backup analysis.
Taking into account all issues, my original recommendations
reflected in the 4/24/89 report are still valid and consist with
the updated analysis.
I did have an error in the capacity analysis volume input for the
intersection of NW 22nd. Ave. & Congress Ave. under the existing
+ development + background traffic condition. I have enclosed a
revised analysis, which reflects a level of service D.
Please advise, if you have any questions.
cc. Ted Powell
Greg Jones
DNH/kl
ItECEIVED
MAfi It _
PlANNING OUT.
Sincerely,
(/dc~ ~ ~/l/~
Daniel N. Hurray, P.E.
-
-
MARK IV Building. 7491 N. W. 4th Street. Plantation, Florida 33317. (305) 791-6022 . (407) 391-6336. Fax # (305) 791-9533
100 Parnell Street. Merritt Island, Florida 32953 . (407) 459-2905 . Fax # (407) 459-2012
~
MOTORIST DESIGN DATA MOVEMENT, INC.
Traffic/Transportation Engineering Consultants
, <
,
\
ADDENDUM TO THE VILLAGE SHOPPES OF BOYNTON
TRAFFIC IMPACT ANALYSIS REPORT
TRAFFIC TRIP RATE FOR BANK FACILITY
===================================
The traffic impact report, including the bank facility in
the total shopping center, utilized Land Use Code 820 in the ITE
Trip Generation Publication (Fourth Edition). Specifically, in
the description it does indicate that bank facilities are
included within a shopping center complex. Furthermore, it is
important to recognize the type of access to the bank facility.
The bank site will have limited access onto Congress Avenue,
strictly a right turn in/right turn out driveway. A secondary
access off of Quantum Boulevard will also be utilized. The
secondary access will be very convenient for mutli-purpose
internal trips. For these reasons, I strongly recommend that the
shopping center trip rate be applied to the bank facility.
The comments raised by Palm Beach County Traffic are related
to Drive-In Bank Land Use Code 912. Specifically, under the
trip rates per window during the weekday, an average trip rate of
318.4 per window is recommended by the ITE Trip Generation
Publication, recognizing the fact that this is an independent
bank site and not an integrated bank within a shopping center
site.
In summary, it is my conclusion that the bank trip rate
utilized in conjunction with the shopping center is reasonable
and acceptable. However, if you did apply the drive-thru bank
site independently, the amount of trips generated would not
significantly change the outcome of the study.
, .
MOTORIST DESIGN DATA MOVEMENT, INC.
Traff/clTransportatlon Engineering Consultants
LEVEL OF SERVICE AT NW 22ND AVENUE AND CONGRESS AVENUE
WITH RECOMMENDED INTERSECTION IMPROVEMENTS
======================================================
A capacity analysis was undertaken at the intersection of
NW 22nd Avenue and Congress Avenue under existing traffic
conditions. The result was level of service "C". Then, the
development traffic was added to the system and the suggested
recommendations, as noted on page 19 of the traffic report, were
included. A capacity analysis was then conducted with the
results indicating a level of service "C" operation. Lastly, a
capacity analysis was made with the inclusion of not only
existing traffic and development traffic, but also the background
traffic. The resulting level of service was "0", which did
include the lane geometrics recommended on page 19.
LEVEL OF SERVICE ANALYSIS AT THE INTERSECTION OF
CONGRESS AVENUE AND QUANTUM BOULEVARD
================================================
An analysis of the traffic generated by the proposed
project and with the existing traffic that would proceed through
the intersection, a capacity analysis was conducted. The results
indicated a level of service "B" under these conditions. A
capacity analysis was then made with the inclusion of not only
the existing + development traffic, but also the background
traffic from Quantum Park. The results indicated a level of
service "0".
EVALUATION OF THE INTERSECTION AT MOTOROLA'S ACCESS
ONTO NW 22ND AVENUE
===================================================
In reviewing the site plan, the proposed project access onto
NW 22nd Avenue should be aligned directly opposite Motorola's
driveway. This will avoid any offset intersection which would
introduce unnecessary and undesirable traffic conflicts. This
has been called to the attention of the architect and I was
assured that this item would be addresssed properly.
MOTORIST DESIGN DATA MOVEMENT, INC.
Trafflc/Transportat/on Engineering Consultants
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & QUANTUM BLVD.
EXIST. + DEVELOPMENT + BACK. PM PHT
DATE OF COUNTS: 1988 PEAK SEASON
**********************************
LEVEL OF SERVICE D
SATURATION e 3
CRITICAL NIS VOL 1 1 eo
CRITICAL EIW VOL 246
CRITICAL SUM 1426
*************************************
LANE
NORTHBOUND
MOV WIDTH
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTH MOV WIDTH
WESTBOUND
MOV WIDTH
1
2
3
4
5
6
RT. 12.0
T.. 12.0
T.. 12.0
T.. 12.0
T.. 12.0
L.. 12.0
R.. 12.0
L.. 12.0
TRAFFIC VOLUMES
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LEFT 0 310 0 190
THRU 16B9 960 0 0
RIGHT 203 0 0 211
TRUCKS <t) LOCAL BUSES <t/HR) PEAK HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUND 5 0 .9
PHASING NIS
EIW
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - NB & SB THRU
GIC - EB & WB THRU
:2. HEAVIEST TURN PROTECTED
:1. NEITHER TURN PROTECTED
1. 0 - 99 <tPEDS/HR)
: BO SECONDS
: .64
: .15
CRITICAL LANE VOLUMES BY MOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
THRU -RIGHT BOl 587 0 246
LEFT 0 379 0 221
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUME 0 310 0 190
CAPACITY B9 0 315 315
HZZP PHAI3Z'l' NO NllI NO NO
",'
MOTORIST DESIGN DATA MOVEMENT, INC.
Trafflcnransportatlon Engineering Consultants
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & NW 22ND AVE.
EXIST. + DEVELOPHENT + BACK. PM PHT
DATE OF COUNTS: 1986 PEAK SEASON
**********************************
LEVEL OF SERVICE D
SATURATION 85
CRITICAL NIS VOL 91 :2
CRITICAL EIW VOL 489
CRITICAL SUH 1 40 1
*************************************
LANE GEOMETRY
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LANE HOV WIDTH MOV WIDTH HOV WIDTH HOV W 10TH
1 RT. 12.0 RT. 12.0 R. . 12.0 R. . 12.0
2 T.. 12.0 T. . 12.0 T. . 12.0 T. . 12.0
3 T. . 12.0 L. . 12.0 L. . 12.0 T. . 12.0
4 L. . 12.0 L. , 12.0 L. . 12.0
5
6
TRAFFIC VOLUHES
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LEFT 245 79 293 138
THRU 1312 828 112 141
RIGHT 302 161 144 259
TRUCKS (~) LOCAL BUSES (I/HR) PEAK HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUND 5 0 .9
PHASING NIS
EIW
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - NB & SB THRU
GIC - EB & WB THRU
:4.
BOTH TURNS PROTECTED (WITH OVERLAP)
BOTH TURNS PROTECTED (WITH OVERLAP)
o - 99 (iPEDS/HR)
:4.
l.
90 SECONDS
: .6
: .25
CRITICAL LANE VOLUHES BY HOVEHENT
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
THRU -RIGHT 676 612 166 302
LEFT 300 96 167 169
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUHE 245 79 293 136
CAPACITY 0 0 314 343
NEED PHASE? N/A NIA NIA NIA
;
'"
.. ....
-'
r'"'
MOTORIST DESIGN DATA MOVEMENT, INC.
TrafflclTransportatlon EngIneering Consultant.
Hay 8, 1989
Carmen ~nunziato, City Planning Director
City of Boynton Beach
200 North Seacrest Boulevard
P.O. Box 310
Boynton Beach, Florida 33435
~E: ~esponses To City's Comments
On Village Shoppes of Boynton
Traffic Impact ~nalysis ~eport
HDDH Project 189-012
Dear Carmen:
~s a result of our telephone discussion on 5/5/89, I have
evaluated the items that were raised by Palm Beach County. I am
attaching specific responses to each item and also including some
backup analysis.
Taking into account all issues, my original recommendations
reflected in the 4/24/89 report are still valid and consist with
the updated analysis.
I did have an error in the capacity analysis volume input for the
intersection of NW 22nd. ~ve. & Congress ~ve. under the existing
+ development + background traffic condition. I have enclosed a
revised analysis, which reflects a level of service D.
Please advise, if you have any questions.
cc. Ted Powell
Greg Jones
Sincerely,
,;~ c'~ k~ /?';2~-
Daniel N. Hurray, P.E.
DNH/kl
MARK IV Building. 7491 N, W, 4th Street. Plantation, Florida 33317. (305) 791.6022. (407) 391-6336. Fax # (305) 791-9533
100 Parnell Street. Merritt Island, Florida 32953 . (407) 459-2905 . Fax # (407) 459-2012
MOTORIST DESIGN DATA MOVEMENT, INC.
Traffic/Transportation Engineering Consultants
ADDENDUM TO THE VILLAGE SHOPPES OF BOYNTON
TRAFFIC IMPACT ANALYSIS REPORT
TRAFFIC TRIP RATE FOR BANK FACILITY
-----------------------------------
-----------------------------------
The traffic impact report, including the bank facility in
the total shopping center, utilized Land Use Code 820 in the ITE
Trip Generation Publication (Fourth Edition). Specifically, in
the description it does indicate that bank facilities are
included within a shopping center complex. Furthermore, it is
important to recognize the type of access to the bank facility.
The bank site will have limited access onto Congress Avenue,
strictly a right turn in/right turn out driveway. A secondary
access off of Quantum Boulevard will also be utilized. The
secondary access will be very convenient for mutli-purpose
internal trips. For these reasons, I strongly recommend that the
shopping center trip rate be applied to the bank facility.
The comments raised by Palm Beach County Traffic are related
to Drive-In Bank Land Use Code 912. Specifically, under the
trip rates per window during the weekday, an average trip rate of
318.4 per window is recommended by the ITE Trip Generation
Publication, recognizing the fact that this is an independent
bank site and not an integrated bank within a shopping center
site.
In summary, it is my conclusion that the bank trip rate
utilized in conjunction with the shopping center is reasonable
and acceptable. However, if you did apply the drive-thru bank
site independently, the amount of trips generated would not
significantly change the outcome of the study.
.
MOTORIST DESIGN DATA MOVEMENT, INC.
TrafflclTransportatlon Engineering Consultants
LEVEL OF SERVICE AT NW 22NO AVENUE AND CONGRESS AVENUE
WITH RECOMMENDED INTERSECTION IMPROVEMENTS
------------------------------------------------------
------------------------------------------------------
A capacity analysis was undertaken at the intersection of
NW 22nd Avenue and Congress Avenue under existing traffic
conditions. The result was level of service "CU. Then, the
development traffic was added to the system and the suggested
recommendations, as noted on page 19 of the traffic report, were
included. A capacity analysis was then conducted with the
results indicating a level of service "C" operation. Lastly, a
capacity analysis was made with the inclusion of not only
existing traffic and development traffic, but also the background
traffic. The resulting level of service was "D", which did
include the lane geometries recommended on page 19.
LEVEL OF SERVICE ANALYSIS AT THE INTERSECTION OF
CONGRESS AVENUE AND QUANTUM BOULEVARD
------------------------------------------------
------------------------------------------------
An analysis of the traffic ,generated by the proposed
proJect and with the existing traffic that would proceed through
the intersection, a capacity analysis was conducted. The results
indicated a level of service "B" under these conditions. A
capacity analysis was then made with the inclusion of not only
the existing + development traffic, but also the background
traffic from Quantum Park. The results indicated a level of
service "0".
EVALUATION OF THE INTERSECTION AT MOTOROLA'S ACCESS
ONTO NW 22ND AVENUE
---------------------------------------------------
---------------------------------------------------
In reviewing the site plan, the proposed project access onto
NW 22nd Avenue should be aligned directly opposite Motorola's
driveway. This will avoid any offset intersection which would
introduce unnecessary and undesirable traffic conflicts. This
has been called to the attention of the architect and I was
assured that this item would be addresssed properly.
...
\.
MOTORIST DESIGN DATA MOVEMENT, INC.
TrafflclTransportatlon Engineering Consultants
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & QUANTUM BLVD.
EXISTING + DEVELOPMENT PM PHT
D~TE OF COUNTS: 1988 PEAK SEASON
..................................
LEVEL OF SERVICE B
SATURATION 64
CRITICAL N/S VOL 1 OS 7
CRITICAL E/W VOL 46
CRITICAL SUH 1 103
.*****....*.............**.***.****.*
LANE ~8~T~~~~~D
! ij'I'. 12.0
~ T. . 1~.C>
~ T. . 12.0
5
6
NORTHBOUND
LEFT
THRU
RIGHT
o
1508
176
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS ('l
5
5
5
5
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THRU
G/C - EB & WB THRU
THRU -RIGHT
LEFT
NORTHBOUND
713
o
INPUT VOLUHE
CAPACITY
NEED PHASE?
NORTHBOUND
o
121
NO
LANE GEOHETRY
~g~T~'B~~D fit~Te~~~~
WESTBOUND
HOV WIDTH
T.. 12.0
T" 12.0
L.. 12.0
R.. 12.0
L.. 12.0
TRAFFIC VOLUMES
SOUTHBOUND E~STBOUND
WESTBOUND
281
928
o
o
o
o
40
o
37
LOCAL BUSES (t/HRl
o
o
o
o
PEAK HOUR FACTOR
.9
.9
.9
.9
:2. HEAVIEST TURN PROTECTED
:1. NEITHER TURN PROTECTED
1. 0 - 99 (tPEDS/HRl
: 80 SECONDS
: .64
: .15
CRITICAL LANE VOLUMES BY MOVEHENT
SOUTHBOUND
568
344
EASTBOUND
o
o
WESTBOUND
43
46
LEFT TURN CHECK
SOUTHBOUND
2BI
o
N/A
EASTBOUND
o
315
NO
WESTBOUND
40
315
NO
..
MOTORIST DESIGN DATA MOVEMENT, INC.
TrafflclTransportatlon Englnaerlng Consultants
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & QUANTUM BLVD.
EXIST. + DEVELOPHENT + BACK. PH PHT
DATE OF COUNTS: 1988 PEAK SEASON
~~~~~.~.~~................~~~~~~~~
LEVEL OF SERVICE D
SATURATION e 3
CRITICAL NIS VOL 1 1 eo
CRITICAL EIW VOL 246
CRITICAL SUH 1426
...~..~~~~.~...............*..*....*.
LANE
NORTHBOUND
HOV WIDTH
1
2
3
4
5
6
RT. 12.0
T.. 12.0
T.. 12.0
LANE GEOHETRY
SOUTHBOUND EASTBOUND
HOV WIDTH HOV WIDTH
WESTBOUND
HOV WIDTH
T.. 12.0
T.. 12.0
L.. 12.0
R.. 12.0
L.. 12.0
TRAFFIC VOLUKES
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LEFT 0 310 0 190
THRU 1689 960 0 0
RIGHT 203 0 0 211
TRUCKS <tl LOCAL BUSES <I/HR) PEAK HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUND 5 0 .9
PHASING NIS
EIW
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - NB & SB THRU
GIC - EB & WB THRU
THRU -RIGHT
LEFT
NORTHBOUND
801
o
INPUT VOLUHE
CAPACITY
N2:EIl PH"'I:\!,:1'
NORTHBOUND
o
89
NO
:2. HEAVIEST TURN PROTECTED
:1. NEITHER TURN PROTECTED
1. 0 - 99 <IPEDS/HRI
: 80 SECONDS
: .64
: .15
CR1TICAL LANE VOLUHES BY HOVEHENT
SOUTHBOUND
587
379
EASTBOUND
o
o
WESTBOUND
246
221
LEFT TURN CHECK
SOUTHBOUND
310
o
N/'"
EASTBOUND
o
315
NO
WESTBOUND
190
315
NO
II
.'
~
MOTORIST DESIGN DATA MOVEMENT, INC.
Trafl/cnr.n.port.tlon Englne.rlng Con.ult.nt.
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & NW 22ND AVE.
EXIST. + DEVELOPHENT + BACK. PM PHT
DATE OF COUNTSI 1988 PEAK SEASON
--*******-************************
LEVEL OF SERVICE D
SATURATION e s
CRITICAL NIS VOL 91 2
CRITICAL Ell VOL 4B9
CRITICAL SUM 1 401
****-********************************
HORTHBOUND
LANE MOV WIDTH
1 RT. 12.0
2 T. . 12.0
3 T. . 12.0
4 L. . 12.0
5
6
NORTHBOUND
LEFT
THRU
RIGHT
245
1312
302
HORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS (,)
5
5
5
5
PHASING NIS
EIV
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - NB & SB THRU
GIC - EB & IB THRU
THRU -RIGHT
LEFT
NORTHBOUND
678
300
INPUT VOLUHE
CAPACITY
NEED PHASE?
NORTHBOUND
245
o
NIA
LANE GEOMETRY
SOUTHBOUND EASTBOUND
HOV WIDTH HOV WIDTH
RT. 12.0
T.. 12.0
L.. 12.0
R.. 12.0
T.. 12.0
L.. 12.0
L,. 12.0
IESTBOUND
HOV WIDTH
R.. 12.0
T.. 12.0
T.. 12.0
L.. 12.0
. . . .
... ....
WESTBOUND
138
141
259
PEAK HOUR FACTOR
.9
.9
.9
.9
BOTH TURNS PROTECTED (WITH OVERLAP)
BOTH TURNS PROTECTED (WITH OVERLAP)
o - 99 (tPEDS/HR)
WESTBOUND
302
169
WESTBOUND
138
343
NIA
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUND
79
828
181
293
112
144
LOCAL BUSES (t/HR)
o
o
o
o
14.
14.
I 1.
I 90 SECONDS
I .6
I .25
CRITICAL LANE VOLUHES BY HOVEHENT
SOUTHBOUND
612
96
EASTBOUND
168
187
LEFT TURN CHECK
SOUTHBOUND
79
o
NIA
EASTBOUND
293
314
NIA
,~
,':>'
,
,
...~
,~'" -
MOTORIST DESIGN DATA MOVEMENT, INC.
TrafflclTransportatlon Engineering Consultants
Hay 8. 1989
Car.en Anunziato. City Planning Director
City of Boynton Beach
200 North Seacrest Boulevard
P.O. Box 310
Boynton Beach. Florida 33435
RE: Responses To City's Comments
On Village Shoppes of Boynton
Traffic I.pact Analysis Report
HDDH Project .89-012
Dear Carmen:
As a result of our telephone discussion on 5/5/89. I have
evaluated the items that were raised by Palm Beach County. I aa
attaching specific responses to each item and also including some
backup analysis.
Taking into account all issues. .y original recommendations
reflected in the 4/24/89 report are still valid and consist with
the updated analysis.
I did have an error in the capacity analysis volume input for the
intersection of Ni 22nd. Ave. & Congress Ave. under the existing
+ development + background traffic condition. I have enclosed a
revised analysis. which reflects a level of service D.
Please advise. if you have any questions.
cc. Ted Powell
Greg Jones
Sincerely.
v?C<} c,~/ ~~ ~ '( ~~
Daniel N. Hurray. P.E. ~
DNH/kl
MARK IV Building. 7491 N. W. 4th Street. Plantation, Florida 33317. (305) 791-6022 . (4071391.6336 . Fax. (305) 791-9533
100 Parnell Street. Merritt Island, Florida 32953 . (407) 459-2905 . Fax. 407) 459-2012
.
-~
MOTORIST DESIGN DATA MOVEMENT, INC.
TrsfflclTrsnsportstlon Engineering Consultsnts
ADDENDUM TO THE VILLAGE SHOPPES OF BOYNTON
TRAFFIC IHPACT ANALYSIS REPORT
TRAFFIC TRIP RATE FOR BANK FACILITY
-----------------------------------
-----------------------------------
The traffic impact report, including the bank facility in
the total shopping center, utilized Land Use Code 820 in the ITE
Trip Generation Publication (Fourth Edition). Specifically, in
the description it does indicate that bank facilities are
included within a shopping center complex. Furthermore, it is
important to recognize the type of access to the bank facility.
The bank site will have limited access onto Congress Avenue,
strictly a right turn in/right turn out driveway. A secondary
access off of Quantum Boulevard will also be utilized. The
secondary access will be very convenient for mutli-purpose
internal trips. For these reasons, I strongly recommend that the
shopping center trip rate be applied to the bank facility.
The comments raised by Palm Beach County Traffic are related
to Drive-In Bank Land Use Code 912. Specifically, under the
trip rates per window during the weekday, an average trip rate of
318.4 per window is recommended by the ITE Trip Generation
Publication, recognizing the fact that this is an independent
bank site and not an integrated bank within a shopping center
si te.
In summary, it is my conclusion that the bank trip rate
utilized in conjunction with the shopping center is reasonable
and acceptable. However, if you did apply the drive-thru bank
site independently, the amount of trips generated would not
significantly change the outcome of the study.
4
MOTORIST DESIGN DATA MOVEMENT, INC.
TrafflclTransportarlon Engineering Consultants
LEVEL OF SERVICE AT NW 22ND AVENUE AND CONGRESS AVENUE
WITH RECOMMENDED INTERSECTION IMPROVEMENTS
======================================================
A capacity analysis was undertaken at the intersection of
NW 22nd Avenue and Congress Avenue under existing traffic
conditions. The result was level of service "C". Then, the
development traffic was added to the system and the suggested
recommendations, as noted on page 19 of the traffic report, were
included. A capacity analysis was then conducted with the
results indicating a level of service "C" operation. Lastly, a
capacity analysis was made with the inclusion of not only
existing traffic and development traffic, but also the background
traffic. The resulting level of service was "0", which did
include the lane geometries recommended on page 19.
LEVEL OF SERVICE ANALYSIS AT THE INTERSECTION OF
CONGRESS AVENUE AND QUANTUM BOULEVARD
------------------------------------------------
------------------------------------------------
An analysis of the traffic generated by the proposed
project and with the existing traffic that would proceed through
the intersection, a capacity analysis was conducted. The results
indicated a level of service "B" under these conditions. A
capacity analysis was then made with the inclusion of not only
the existing + development traffic, but also the background
traffic from Quantum Park. The results indicated a level of
service "0".
EVALUATION OF THE INTERSECTION AT MOTOROLA'S ACCESS
ONTO NW 22ND AVENUE
---------------------------------------------------
---------------------------------------------------
In reviewing the site plan, the proposed project access onto
NW 22nd Avenue should be aligned directly opposite Motorola's
driveway. This will avoid any offset intersection which would
introduce unnecessary and undesirable traffic conflicts. This
has been called to the attention of the architect and I was
assured that this item would be addresssed properly.
...
~
MOTORIST DESIGN DATA MOVEMENT, INC.
TrsfflcITrsnsportstlon Engineering Consultsnts
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & QUANTUM BLVD.
EXISTING + DEVELOPMENT PH PHT
DATE OF COUNTSI 1988 PEAK SEASON
..................................
LEVEL OF SERVICE B
SATURATION e. 4
CRITICAL NIS VOL 1 OS 7
CRITICAL EIW VOL 4 e.
CRITICAL SUH 1 103
.....................................
LANE ~8~T~~~~~D
! llT, 1:4.0
:t T, , 12.0
1 T.. 12.0
5
6
LANE GEOHETRY
~8~T~~~H~D tit~TUYB~~
T.. 12.0
T.. 12.0
L.. 12.0
NORTHBOUND
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUND
LEFT
THRU
RIGHT
o
1508
176
281
928
o
o 40
o 0
o 37
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS (\)
5
5
5
5
LOCAL BUSES (t/HRJ
o
o
o
o
PHASING NIS
EIW
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - NB & SB THRU
GIC - EB & WB THRU
:2. HEAVIEST TURN PROTECTED
11. NEITHER TURN PROTECTED
I. 0 - 99 (tPEDS/HR)
eo SECONDS
: .64
: .15
CRITICAL LANE VOLUMES BY HOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND
THRU -RIGHT 713 568 0
LEFT 0 344 0
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND
INPUT VOLUME 0 281 0
CAPACITY 121 0 315
NEED PHASE? NO NIA NO
WESTBOUND
HOV WIDTH
R.. 12.0
L.. 12.0
WESTBOUND
PEAK HOUR FACTOR
.9
.9
.9
.9
WESTBOUND
43
46
WESTBOUND
40
315
NO
~
MOTORIST DESIGN DATA MOVEMENT, INC.
TratflclTransportstlon Engineering Consultants
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & QUANTUM BLVD.
EXIST. + DEVELOPMENT + BACK. PH PHT
DATE OF COUNTS: 1966 PEAK SEASON
**********************************
LEVEL OF SERVICE D
SATURATION B 3
CRITICAL N/S VOL 1 1 BO
CRITICAL E/W VOL 246
CRITICAL SUM 1426
*************************************
LANE
NORTHBOUND
HOV WIDTH
LANE GEOMETRY
SOUTHBOUND EASTBOUND
HOV WIDTH HOV WIDTH
WESTBOUND
HOV WIDTH
RT.
12.0
12.0
12.0
T..
T. .
L..
12.0
12.0
12.0
R.. 12.0
L.. 12.0
1
2
3
<4
5
6
T, .
T. .
TRAFFIC VOLUHES
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LEFT 0 310 0 190
THRU 16B9 960 0 0
RIGHT 203 0 0 211
TRUCKS ('.\)l LOCAL BUSES (t/HRl PEAK HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUND 5 0 .9
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THRU
G/C - EB & WB THRU
:2. HEAVIEST TURN PROTECTED
:1. NEITHER TURN PROTECTED
1. 0 - 99 (.PEDS/Hlll
BO SECONDS
.64
.15
CRITICAL LANE VOLUMES BY HOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
THRU -RIGHT 801 567 0 246
LEFT 0 379 0 221
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUME 0 310 0 190
CAPACITY 89 0 315 315
N!;El1 PHAF.lE1' NO N/A NO NO
/. .
~..
MOTORIST DESIGN DATA MOVEMENT, INC.
Trllfflc/Trllnsportlltlon Engineering Consultllnts
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & NW 22ND AVE.
EXIST. . DEVELOPHENT . B~CK. PH PHT
D~TE OF COUNTS: 1988 PE~K SE~SON
-_.......-~~~...~.~.....~..~.~.~..
LEVEL OF SERVICE D
SATUR~TION 85
CRITIC~L NIS VOL 912
CRITICAL EIW VOL 489
CRITIC~L SUM 1 401
-~._.~~.~.....~~~.......~....~~.~~~..
LANE GEOMETRY
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LANE HOV WIDTH HOV WIDTH HOV WIDTH HOV WIDTH
1 RT. 12.0 RT. 12.0 R. . 12.0 R. . 12.0
2 T.. 12.0 T. . 12.0 T. . 12.0 T. . 12.0
3 T. . 12.0 L. . 12.0 L. . 12.0 T. . 12.0
4 L. . 12.0 L. . 12.0 L. . 12.0
5
6
TRAFFIC VOLUHES
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LEFT 245 79 293 136
THRU 1312 626 112 141
RIGHT 302 181 144 259
TRUCKS (\) LOC~L BUSES (I/HR) PE~K HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUND 5 0 .9
PH~SING NIS
EIW
PEDESTRI~N ~CTIVITY
CYCLE LENGTH
GIC - NB & SB THRU
GIC - EB & WB THRU
:4.
BOTH TURNS PROTECTED (WITH OVERL~P)
BOTH TURNS PROTECTED (WITH OVERLAP)
o - 99 (tPEDS/HR)
14.
1 .
90 SECONDS
: .6
I .25
CRITIC~L LANE VOLUMES BY MOVEMENT
THRU -RIGHT
LEFT
NORTHBOUND
678
300
SOUTHBOUND
612
96
EASTBOUND
168
187
WESTBOUND
302
169
LEFT TURN CHECK
INPUT VOLUME
CAPACITY
NEED PHASE?
NORTHBOUND
245
o
NIA
SOUTHBOUND
79
o
N/~
EASTBOUND
293
314
NIA
WESTBOUND
138
343
NIA
,/'^,
;,....;,..
MOTORIST DESIGN DATA MOVEMENT, INC.
Tr.fflcnr.nllport.tlon Engineering Conllult.nt.
Hay 6, 1969
Car.en Anunziato, City Planning Director
City of Boynton Beach
200 North Seacrest Boulevard
P.O. Box 310
Boynton Beach, Florida 33435
RE: Responses To City's Co.ments
On Village Shoppes of Boynton
Traffic Iapact Analysis Report
HDDH Project 169-012
Dear Car.en:
As a result of our telephone discussion on 5/5/69, I have
evaluated the iteas that were raised by Palm Beach County. I am
attaching specific responses to each item and also including some
backup analysis.
Taking into account all issues, .y original recommendations
reflected in the 4/24/69 report are still valid and consist with
the updated analysis.
I did have an error in the capacity analysis volu.e input for the
intersection of NV 22nd. Ave. & Congress Ave. under the existing
+ development + background traffic condition. I have enclosed a
revised analysis, which reflects a level of service D.
Please advise, if you have any questions.
cc. Ted Powell
Greg Jones
Sincerely,
J7(f) c~./ ~~~(.~~
Daniel N. Hurray, P.E. ~
DNH/kl
MARK IV Building. 7491 N. W. 4th Street. Plantation, Florida 33317. (305) 791-6022 . (407/391.6336 . Fax' (305) 791-9533
100 Parnell Street. Merritt Island, Florida 32953 . (407) 459-2905 . Fax' 407) 459-2012
~.
MOTORIST DESIGN DATA MOVEMENT, INC.
TrafflclTransportatlon Engineering Consultants
ADDENDUM TO THE VILLAGE SHOPPES OF BOYNTON
TRAFFIC IMPACT ANALYSIS REPORT
TRAFFIC TRIP RATE FOR BANK FACILITY
-----------------------------------
-----------------------------------
The traffic impact report, including the bank facility in
the total shopping center, utilized Land Use Code 820 in the ITE
Trip Generation Publication (Fourth Edition). Specifically, 1n
the description it does indicate that bank facilities are
included within a shopping center complex. Furthermore, it 1s
important to recognize the type of access to the bank facility.
The bank site will have limited access onto Congress Avenue,
strictly a right turn in/right turn out driveway. A secondary
access off of Quantum Boulevard will also be utilized. The
secondary access will be very convenient for mutli-purpose
internal trips. For these reasons, 1 strongly recommend that the
shopping center trip rate be applied to the bank facility.
The comments raised by Palm Beach County Traffic are related
to Drive-In Bank Land Use Code 912. Specifically, under the
trip rates per window during the weekday, an average trip rate of
318.4 per window is recommended by the ITE Trip Generation
Publication, recognizing the fact that this is an independent
bank site and not an integrated bank within a shopping center
si te.
In summary, it is my conclusion that the bank trip rate
utilized in conjunction with the shopping center is reasonable
and acceptable. However, if you did apply the drive-thru bank
site independently, the amount of trips generated would not
significantly change the outcome of the study.
MOTORIST DESIGN DATA MOVEMENT, INC.
Traffic/Transportation Engineering Consultants
LEVEL OF SERVICE AT NW 22ND AVENUE AND CONGRESS AVENUE
WITH RECOMMENDED INTERSECTION IMPROVEMENTS
------------------------------------------------------
------------------------------------------------------
A capacity analysis was undertaken at the intersection of
NW 22nd Avenue and Congress Avenue under existing traffic
conditions. The result was level of service "CU. Then. the
development traffic was added to the system and the suggested
recommendations. as noted on page 19 of the traffic report. were
included. A capacity analysis was then conducted with the
results indicating a level of service "C" operation. Lastly, a
capacity analysis was made with the inclusion of not only
existing traffic and development traffic. but also the background
traffic. The resulting level of service was "D". which did
include the lane geometrics recommended on page 19.
LEVEL OF SERVICE ANALYSIS AT THE INTERSECTION OF
CONGRESS AVENUE AND QUANTUM BOULEVARD
------------------------------------------------
------------------------------------------------
An analysis of the traffic generated by the proposed
proJect and with the existing traffic that would proceed through
the intersection. a capacity analysis was conducted. The results
indicated a level of service "B" under these conditions. A
capacity analysis was then made with the inclusion of not only
the existing + development traffic. but also the background
traffic from Quantum Park. The results indicated a level of
service "D".
EVALUATION OF THE INTERSECTION AT MOTOROLA'S ACCESS
ONTO NW 22ND AVENUE
---------------------------------------------------
---------------------------------------------------
In reviewing the site plan, the proposed project access onto
NW 22nd Avenue should be aligned directly opposite Motorola's
driveway. This will avoid any offset intersection which would
introduce unnecessary and undesirable traffic conflicts. This
has been called to the attention of the architect and I was
assured that this item would be addresssed properly.
.
MOTORIST DESIGN DATA MOVEMENT, INC.
Trsff/cflrsnsportstlon Engineering Consultsnts
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & QUANTUM BLVD.
EXISTING + DEVELOPHENT PH PHT
DATE OF COUNTS: 1988 PEAK SEASON
~~~...*****.~.......*....*....*..*
LEVEL OF SERVICE B
SATURATION 64
CRITICAL NIS VOL 1 OS 7
CRITICAL E/W VOL 46
CRITICAL SUM 1 103
******.*.*****.*************.**~*~.*~
LANE ti8~T~~B~~D
! 12T. 1:4.0
2- T. . 12.Cl
~ T. . 12.0
5
6
NORTHBOUND
LEFT
THRU
RIGHT
o
1508
176
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS III
5
5
5
5
PHASING NIS
EIW
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THRU
G/C - EB & WB THRU
THRU -RIGHT
LEFT
NORTHBOUND
7J3
o
INPUT VOLUHE
CAPACITY
NEED PHASE?
NORTHBOUND
o
121
NO
LANE GEOMETRY
~8~T~~B~~D Rt~Te~~~~
WESTBOUND
HOV WIDTH
T,. 12.0
T,. 12.0
L.. 12.0
R.. 12.0
L.. 12.0
TRAFFIC VOLUHES
SOUTHBOUND EASTBOUND
WESTBOUND
281
928
o
o
o
o
40
o
37
LOCAL BUSES It/HRl
o
o
o
o
PEAK HOUR FACTOR
.9
.9
.9
.9
:2. HEAVIEST TURN PROTECTED
:1. NEITHER TURN PROTECTED
I. 0 - 99 ItPEDS/HRl
: 80 SECONDS
: .64
: .15
CRITICAL LANE VOLUMES BY HOVEHENT
SOUTHBOUND
568
344
EASTBOUND
o
o
WESTBOUND
43
46
LEFT TURN CHECK
SOUTHBOUND
28J
o
N/A
EASTBOUND
o
315
NO
WESTBOUND
40
315
NO
.
rl
MOTORIST DESIGN DATA MOVEMENT, INC.
Trafflc/Transportatlon Engineering Consultants
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & QUANTUM BLVD.
EXIST. + DEVELOPMENT + BACK. PM PHT
DATE OF COUNTS: 1966 PEAK SEASON
*******************...*******.....
LEVEL OF SERVICE D
SATURATION B 3
CRITICAL NIS VOL 1 1 eo
CRITICAL EIW VOL 246
CRITICAL SUM 1426
***..***...*.**.*.****..***.*********
LANE
NORTHBOUND
HOV WIDTH
1
2
3
..
5
6
RT. 12.0
T., 12.0
T.. 12.0
NORTHBOUND
LEFT
THRU
RIGHT
o
1669
203
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS ('l
5
5
5
5
PHASING NIS
EIW
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - HB & SB THRU
GIC - EB & WB THRU
THRU -RIGHT
LEFT
NORTHBOUND
601
o
INPUT VOLUME
CAPACITY
NEEV PHAF.iE1'
NORTHBOUND
o
69
NO
LANE GEOHETRY
SOUTHBOUND EASTBOUND
HOV WIDTH HOV WIDTH
WESTBOUND
HOV WIDTH
T.. 12.0
T., 12.0
L.. 12.0
R.. 12.0
L.. 12.0
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUND
WESTBOUND
310
960
o
o
o
o
190
o
211
LOCAL BUSES
(t/HRl
o
o
o
o
PEAK HOUR FACTOR
.9
.9
.9
.9
:2. HEAVIEST TURN PROTECTED
11. NEITHER TURN PROTECTED
1. 0 - 99 (tPEDS/HRl
I 60 SECONDS
I .6"
: .15
CRITICAL LANE VOLUMES BY MOVEMENT
SOUTHBOUND
567
379
EASTBOUND
o
o
WESTBOUND
246
221
LEFT TURN CHECK
SOUTHBOUND
310
o
N/lI
EASTBOUND
o
315
NO
WESTBOUND
190
315
NO
'.
CRITICAL MOVEMENT ANALYSIS
CONGRESS AVE. & NW 22ND AVE.
EXIST. . DEVELOPMENT + BACK. PH PHT
DATE OF COUNTSl 1988 PEAK SEASON
**********************************
LEVEL OF SERVICE D
SATURATION 8 S
CRITICAL illS VOL 91 2
CRITICAL E/V VOL 489
CRITICAL SUM 1 401
*************************************
IIORTHBOUIlD
LANE HOV WIDTH
1 RT. 12.0
2 T. . 12.0
3 T. . 12.0
4 L. . 12.0
5
6
1l0RTHBOUND
LEFT
THRU
RIGHT
245
1312
302
IIORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS (l)
5
S
5
S
PHASING NIS
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - NB , SB THRU
GIC - EB & WB THRU
LANE GEOMETRY
SOUTHBOUND EASTBOUND IESTBOUND
MOV WIDTH HOV WIDTH HOV "IDTH
RT. 12.0 R. . 12.0 R. . 12.0
T.. 12.0 T. . 12.0 T. . 12.0
L. . 12.0 L. . 12.0 T. . 12.0
L.. 12.0 L. . 12.0
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUND
79
828
181
293
112
144
LOCAL BUSES <t/HR)
o
o
o
o
. . . .
WESTBOUND
138
141
259
PEAK HOUR FACTOR
.9
.9
.9
.9
BOTH TURNS PROTECTED (WITH OVERLAP)
BOTH TURNS PROTECTED (WITH OVERLAP)
o - 99 <fPEDS/HRl
s4.
s4.
fl.
f 90 SECONDS
s .6
s .25
CRITICAL LANE VOLUMES BY MOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND
THRU -RIGHT 678 612 168
LEFT 300 96 187
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND
INPUT VOLUME 245 79 293
CAPACITY 0 0 314
NEED PHASE? NIA NIA NIA
WESTBOUND
302
169
WESTBOUND
138
543
NIA
\:: t I~ I I.) T ' ,\ e r 0 x I e lee 0 p 1 () r I U t:. U , 0 - t:. 0 - 0::1 , ::1. I:) A 1\1 I
4U'IDtl441 L,j-+
4 U 'I 'IOU tl U 0 'I i;; L
--
AN AFFILIATE OF
DEUTSCH/IRELAND PRorERTIl;S
C E R TI FIE D MA I L
#P445-803-381
February 29, 1988
Mr. Charles Walker, Jr.
Board of Commissioners
Palm Beach County
Box 2429
West Palm Beach. FL 33402-1989
RE: Letter of Credit #PI638051 in the, Amount of $125.000.00 naming Palm
Beach County as Beneficiary for Traffic Signal Improvements at
Quantum Corporate Park
Dear Mr, Walker:
I am pleased to enclose herewith the above referended Original Letter of
Credit, d~ted February 181 1988 naming Palm Beach County as beneficiary
in the amount of $125,000.00. As you know, this Letter of Credit has
been agreed to by the Palm Beach County General Council Office and
represents security for the traffic signal improvements set forth
therein.
Of course. should you have any qvestions with this Letter of Credit,
please do not hesitate to contact me.
Once again. let me take this opportunity to thank you for your
assistance.
Yours very truly,
/./
. /~~-----
~...7 / ."___ -.-.,____
Steven W, Deutsch' .
SWD:pk
encloSureS
cc: David S. Pressly, Esq. (w/enc.)
Mr. Thomas Clark, City Engineer-Boynton Beach (w/enc.)
Mr. John O'Reilly, (w/enc.)
Mr. Peter Flotz (w/enc.)
Mr. George W, Zimmerman (w/enc.)
James M. 8arkley, Esq. (w/enc.)
Richard Graddock, Esq. (w/enc.)
~'r. Thomas K. Ir~land (w/enc.)
Mr. Edward B. Deutsch (w/enc.)
Mr. Melvin Simon (w/enc.)
,.., '. !!'
24 5S EAST SUNnlSE !30ULEVMO. SUITE 1108, I'OAT Lf.UDERD^lE, FLORIDA 33304
snOW',RD (305) ~64,~1 14 . Pt.LM eEACH (305) 734-3555
SEN~ BY:Xerox Telecopier 7020 8-28-89: 9:15AM
Lettar-of Credit The Chllit "allan Sink, N.A.
, NlIW York a. 6th FIr
,'1 A :; c.: 1 Mlll1lf1g Addr...:
P,O. BOle 6004, Church Street Station
New York, N,Y, 10249
4076B44123~
407 750 8051;# 3
~l CHASIi
Cable Address: Trade Products
Chllmllnbanl(
Pt~3~(1$1
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ThlJ Chlllill r' '~iattan Blink, N.A. ~)....H "'lIl!llii
,r II,'I~ ~
1 New York ' 6th Fir
M.lllng Addrta,
1>,0, 80x 6004, Church Slreet Stillion
New York, N,Y, '0249
Cable Address:
- Chllmanbank
Trade Products
I?A~~
1
PI~:5~051
F~~qU~RY 1~~ 19'6
rR~cVOCA~LE LErT~R OF CR~DIT
NO. ?I63GOS1
3ENEFICI.l.RY:
~ALM BEACH COUNTY
120 N.~. S~C~Nb ~VENU~
aOYNTON JEACH, FL. 334}~
3E,\HLE"1EN:
WE HER!6Y AUTHJRIlE YOU ro DRA~ ~N lHE CHAS~ M~NYATTAN eftN~, N.A. NEW
YO~K, ~~W YORK 100~1
3Y O~D~R A~D FOR ACCOU~T o~
~UANTUM AssOtlAT~~
2455 l. 5UNRIS~ ~LVD.
FT. LAUDERDALE, FL. 333~4
U P j V ~ N A:'i G ~ E j ATE ,a, MOll NT) F 1 ~; :- 4 U 'I 0 ~ ~ 0 n: ~ N r Y F I V '= rHO USA N 0 V..IS .
?OLLARS AND NO C~NTS (~12~,OOO.Ql)
AV~lLA3L~ jY YJUR ~P.AFTS AT ~IiHr
r"tCOMPANIS~ ::Y;
A. IlRITTE.N 3Tl\T~.ILtH ')!~~I;~O ry 'Ul 11..Jt'IvrOU^L ru~rn~rHU; TO ~r. THt-
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T~AFFtc S~"VEYS CONrU~TSD ~y tHS ~AlH ~~ACH C'NTV TRAFFIC
'E~GINE.ER:
tA) TR^.rtrC SI~,,,gl (\ t t H ~ r~Jrr.~~~I':Tr1N C\F 1U HalJ ~
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CO~TINUED ON FJLLC~l~G r~G~S
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SENT ~Y:Xerox Te;ecopier 7020 : 5-28-89 : 9:17AM
4076R44123...,
407 750 8051;# 5
Letter of Credit
The Chili' t"'~IlI111n alink, N,A. 11,1Ji'l:! ~I CHASIii
, NIIW York a - 6th Fir ~~II~
r.4alllng Addttu:
P,O, SOl< 6004, Church Slreet Stillion
New Yori(, N,Y, 10<4g
Cabl!! Addre~:
Chllmllnbank
Trade Products
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"
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~Nn ~U^NrUM ~OVL~V~R~.
eE) UPGP~D!N~ Tr'FFI~ Sl~NAL AT THE INTERSeCrrON OF N.W.
~2ND AVf:iIU: \.lITH C')"l1r'S~~ l\V~NU':'.
2. r H F. PAL M n, ': A C H C '.ll' \1 T Y T R If r t I r: c:rJ .. I \I !:' f ~ H \ ~ t.;~ r ~ 0 V E''' ~ N
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5'1' T~E PAL~ 3E~CH CO~NTY T~AFFIC :NGINSE~ ~H~W TH~r TH:
1 M PRO V ~ t~ E N r s ^ ~ ~ NOT W ~ n ~ I' ~ T l: 0 A r sue H T 1: "P: C'TI) nn s
IRREVOCA~LE LETTER OF CR~~IT H~~ NOT R~f~ ~XTENn~~ FOR, ~~
AD!)ITIONAL THR:::F 0> Y':I'!l~~ (III) 't/F: \HLL ?r,"~"'TlY "lAe~ SllC4
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THE ! M r n 0 v ~ ~1 ~ N ,. S ^ U ~ \ Ii ~ ", ~n :: [): ~ N ., (! 'Y ) 'r{ E ~.n L L r ~ f) ~ P T L Y ~ r. FUN 0
TO YOU ANY PORTION OF ~ut~ FUN1$ O~AWH ^~" N'T fxr2H~~D tN
INSTALLI~G THE IMP~OVt~~NT~ ~~IOR TO Fa~qU'R~ 1, 1?93.~
LJR.~FrS l'iUST :)E D~Io,~rl ^'l['l PI1t;/jF\IP:O liT tHt~ Of"Flrl: 'N~ 'H,'4 VO~K PL"TA,
~~~ YORK, ~EW YORK 1~0r1 ~'T L'T~~ THA~ FE~RUA~Y 01 19'0.
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WE HEREBY AGR~E WIT~ THE O~AW~~~, 'M~O~S~~! ~ND 10~A~Ine HOLDSoS OF
ALL Df<~fTS DRAIlN U'J[)F.~ Ml~ PI to\WLI.'~lCt" ~tTH TW: Tf.~~~ 1)Y: THIS
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