CORRESPONDENCE
MEMORANDUM
To:
Car~en Annunzlato, Planning Director ~ ~\~
John A. Guidry, Director of Utilities,,\~
Dece~ber 1, 1987
Fro~:
Date:
Subject:
TRB Review - Woolbright Professional Center
We can approve the above-referenced project, subject to the following
condition5:
1. Connect the sanitary sewer syste~ on-site to an existing ~anhole
at the property line near the southwest corner of the site, rather
than the existing ~anhole on S.W. 17th Ave. as shown.
2. This connection to existing ~anhole to be an external drop type if
the invert difference exceeds two (2) feet.
3. Move the wet tap and water ~ain at the east entrance to the west
approxi~ately thirty (30) feet so that the proposed fire hydrant
is five (5) feet ~ini~u~ and ten (10) feet ~axi~u~ fro~ the edge
of the roadway.
4. Add a note to the utility plans to the effect that all ~aterials
and work~anship ~ust be in accordance with the Utility Depart-
Ment's standard criteria.
d~t
R"BCflVED
C q )961
at! .-
, 0\:.1'1.
PLPS-lNiNG
-
-
I
I
I I
MEMORANDUM
December 1, 1987
TO: KILDAY AND ASSOCIATES
FROM: PLANNING DEPT.
RE: WOOLBRIGHT PROFESSIONAL CENTER
1. As per previous correspondence from the County Traffic
Engineer, as well as a recommendation from the Planning
Department, the west driveway should be aligned with the
existing median opening on Woolbright Road, and the median
should be reconstructed to provide for a westbound left
turn stacking lane.
2. It is recommended that the dumpster be relocated away from
the existing homes to the greatest extent possible.
3. The setback adjacent to the residential zoning must be
thirty (30) feet.
4. The note on the site plan concerning building height
should be clarified to differentiate between building height
and parapet height.
5. A note should be placed on the lighting plan that indicates
that the lighting is to be directed away from the abutting
residences.
6. The Comprehensive Plan requires the removal of all exotics
in connection with site development.
7. Provide cross-section on buffer wall and dumpster enclosure
detail.
8. Provide cross-section of canal, including proposed
treatment.
9. The proposed drainage scheme is inconsistent with
Comprehensive Plan requirements.
-2-
10. The Planning Department is recommending that canopy trees
be planted 20 O.C. and seventeen (17) feet in height at time
of planting along the south and west property boundaries.
11. The Comprehensive Plan requires energy efficient site
lighting (sodium types or metal halide).
12. Building square footage to be limited to 26,550 Gross Floor
Area consistent with approved traffic report in connection
with rezoning.
~r~
J ES JI GOLDEN
JJG:ro
M E M 0 RAN DUM
November 23, 1987
TO: FINANCE DEPT.
FROM: JAMES J. GOLDEN, SENIOR CITY PLANNER
RE: PROCESSING FEES
Attached, please find the following checks:
Oakwood Square Shopping Center, Site Plan signage, in the amount
of $200.00;
West Industrial Park Site Plan Modification, in the amount of
$200.00;
'~Hunter Run
the amount
oOlbright
$300.00;
Tract D-2 "Cambridge I", site Plan Modification, in
of $200.00;
Professional Center, Site Plan, in the amount of
Meadows 300 Tract "L" Heatherlake, site Plan Signage,
(Ryan Homes) $350.00.
The account numbers for deposit of the checks are indicated on
the backs of the check~.
~ t. .Mt
S ;:q. GOLDEN
.
CSA:ro
Attachments
cc Central File
.'.
11-22-1987
SHALLOWAY INC.
ENGINEERS, PLANNERS, SURVEYORS
PROJECT NAME: WOOLBRIGHT PROFESSIONAL CENTER
AREA
GROUND STORAGE
100 YEAR RAINFALL
= 2.7 ACRES
= 2.12 INCHES
100 YEAR FLOOD STAGE
= 19.7 INCHES
= 16.46 FEET
STAGE STORAGE DISCHARGE
8.50 0.00 0.00
9.00 0.00 0.00
9.50 0.00 0.00
10.00 0.00 0.42
10.50 0.01 0.60
11. 00 0.02 0.7J
11.50 0.04 0.85
12.00 0.06 0.95
12.50 0.09 1. 04
13.00 0.15 1.12
13.50 0.26 1. 20
14.00 0.43 1. 27
14.50 0.66 1. 34
15.00 1. 14 1. 41
15.10 1. 28 1. 42
15.50 1. 97 4.64
16.00 3.00 12.22
16.50 4.05 22.33
17.00 5.10 23.91
17.50 6.15 24.69
,
PROJECT NAME: WOOLBRIGHT PROFESSIONAL CENTER
**STAGE - CUMULATIVE STORAGE CALCULATIONS**
VERTICAL STORAGE AREAS
LINEAR STORAGE AREAS
AREA NUMBER - 1
STORAGE AREA 1.30 ACRES
LINEAR STORAGE FROM ELEV. 14.40 FT. TO ELEV. 15.50 FT.
VERTICAL STORAGE FROM ELEV. 15.50 FT. ON UP
AREA NUMBER - 2
STORAGE AREA
LINEAR STORAGE FROM ELEV.
VERTICAL STORAGE FROM ELEV.
0.10 ACRES
9.50 FT. TO ELEV.
14.40 FT. ON UP
14.40 FT.
AREA NUMBER - 3
STORAGE AREA 0.70 ACRES
LINEAR STORAGE FROM ELEV. 12.50 FT. TO ELEV. 16.00 FT.
VERTICAL STORAGE FROM ELEV. 16.00 FT. ON UP
STORAGE (AC-FT)
LIN. LIN. LIN.
STAGE AREA AREA AREA TOTAL
(FEET) 1 2 3 (AF)
8.50 0.0 0.0 0.0 0.0
9.00 0.0 0.0 0.0 0.0
9.50 0.0 0.0 0.0 0.0
10.00 0.0 0.0 0.0 0.0
10.50 0.0 0.0 0.0 0.0
11.00 0.0 0.0 0.0 0.0
11.50 0.0 0.0 0.0 0.0
12.00 0.0 0.1 0.0 0.1
12.50 0.0 0.1 0.0 0.1
13.00 0.0 0.1 0.0 0.2
13.50 0.0 0.2 0.1 0.3
14.00 0.0 0.2 0.2 0.4
14.50 0.0 0.3 0.4 0.7
15.00 0.2 0.3 0.6 1.1
15.10 0.3 0.3 0.7 1.3
15.50 0.7 0.4 0.9 2.0
16.00 1.4 0.4 1.2 3.0
16.50 2.0 0.5 1.6 4.0 Nav 22 1987
, 17.00 2.7 0.5 1.9 5.1
, 17.50 3.3 0.6 2.3 6.1
PROJECT NAME:
WOOLBRIGHT PROFESSIONAL CENTER
**OUTFALL STRUCTURE RATING**
OUTFALL STRUCTURE TYPE:
WEIR LENGTH
WEIR CREST ELEVATION :
WEIR COEFFICIENT
WEIR
48.00
15.10
3.13
INCHES
FEET
BLEED DOWN DEVICE: TRIANGULAR ORIFICE
BLEEDER WIDTH 6.00 INCHES
BLEEDER HEIGHT 6.00 INCHES
BLEEDER INVERT ELEV.: 8.50 FEET
OUTFALL PIPE LENGTH
OUTFALL PIPE DIAMETER:
MANNING'S 'N'
PEAK TAILWATER ELEV. :
153.00 FEET
24.0 INCHES
0.024
9.50 FEET
STAGE WEIR PIPE RATING
(FEET) (CFS) (CFSl (CFS)
8.50 0.00 0.00 0.00
9.00 0.00 0.00 0.00
9.50 0.00 0.00 0.00
10.00 0.42 6.17 0.42
10.50 0.60 8.73 0.60
11. 00 0.73 10.69 0.73
11.50 0.85 12.35 0.85
12.00 0.95 13.80 0.95
12.50 1. 04 15.12 1. 04
13.00 1.12 16.33 1.12
13.50 1. 20 17.46 1. 20
14.00 1. 27 18.52 1. 27
14.50 1. 34 19.52 1.34
15.00 1. 41 20.47 1. 41
15.10 1. 42 20.66 1. 42
15.50 4.64 21. 38 4.64
16.00 12.22 22.26 12.22
16.50 22.33 23.10 22.33
17.00 34.43 23.91 23.91
17.50 48.25 24.69 24.69
,
PROJECT NAME: WOOLBRIGHT PROFESSIONAL CENTER
*** SCS RUNOFF & FLOOD ROUTING
25
- YEAR STORM
RAINFALL = 12.0 INCHES 3 DAY DURATION STORM
TIME
(HR)
RAIN
(IN)
RUNOFF
(IN)
RUNOFF
(A-F)
DISCHARGE STORAGE STAGE
(CFS) (A-F) (FT)
0.00 0.00 0.00 0.00 0.0 0.00 9.50
12.00 0.88 0.08 0.02 0.0 0.00 9.54
24.00 1. 75 .0.51 0.12 0.2 0.00 9.69
36.00 3.02 1. 43 0.32 0.3 0.00 9.80
48.00 4.31 2.51 0.57 0.2 0.00 9.77
53.00 5.05 3.17 0.71 0.5 0.00 10.14
58.00 6.86 4.85 1. 09 1.0 0.08 12.25
58.50 7.15 5.12 1. 15 1.0 0.10 12.54
59.00 7.54 5.48 1. 23 1.1 0.13 12.86
59.25 7.84 5.76 1. 30 1.1 0.17 13.11
59.50 8.14 6.05 1. 36 1.2 0.22 13.29
59.75 10.16 8.00 1. 80 1.3 0.63 14.43
60.00 12.18 9.96 2.24 1.4 1. 04 14.89
60.25 12.62 10.39 2.34 1.4 1.11 14.97
60.50 13.06 10.82 2:43 1.4 1.18 15.02
60.75 13.28 11.04 2.48 1.4 1. 20 15.04
61. 00 13.51 11.26 2.53 1.4 1. 22 15.05
61.50 13.85 11.59 2.61 1.4 1. 23 15.07 ~
~
62.00 14.12 11.86 2.67 1.4 1. 24 15.07 '"
'"
.:::..
67.00 15.52 13.23 2.98 1.4 0.97 14.82 ~
, 72.00 16.31 1.3 0.58 14.33
, 14.01 3.15
J' ~rd of County Commissione~
County Adnlinistrator
Jan \Vinters
t uh,.J A. Roberts, Chair .
Kenneth'M. Adams, Vice Chairman
Karen T. Marcus
Carol J. Elmquist
Dorothy Wilken
September 23, 1987
Department of Engineering
and Public Works
H. F. Kahler!
County Engineer
RECEIVED
Mr. Carmen Annunziato, AICP
Planning Director
City of Boynton Beach
200 N. Seacrest Blvd.
P.O. Box 310
Boynton Beach, FL 33435
SUBJECT: WOOLBRIGHT PROFESSIONAL CENTER
SEP 28 3981
PLANNING DEP.T.
Dear Mr. Annunziato:
In accordance with your request, the Traffic Division has reviewed the subject
project and offers the following comments:
1) Given that the traffic report for this project assumes a SO/50 split
between medical office and general office uses, it is recommended that
the project be conaitioned to a maximum 50% medical office use at any
given time. If such a conditioned approval is not possible, the report
should be revised to reflect the maximum traffic generation which could
be expected with the proposed land use.
2) Existing traffic counts given in the report are two years old and should
be updated.
3) As the proposed land use is office, the peak hour percentages should be
revised to 18-19% in accordance with I.T.E, recommendations.
4) The traffic impact study should be modified to analyze the same square
footage of building area as shown on the site plan.
5) Unless there is a compelling reason .to do otherwise, the proposed
western entrance should be aligned with the existing median opening. A
left turn lane should be provided on Woolbright Road at this location.
This suggested realigning of the driveway would not result in a
shortening of the existing left turn lane, west approach, as presently
proposed.
6) This project should be required to dedicate 60' from centerline for the
ultimate one-half right-of-way for Woolbright Road across its frontage.
7) This project should be required to pay the Fair Share Impact Fee.
.
.. An Equal Opportunity - Affirmative Action Employer
BOX 2429 WEST PALM BEACH, FLORIDA 33402-1989 (305) 684-4000
Page 2
As always, the opportunity to comment is sincerely appreciated.
If you have any questions, please feel free to contact this office.
Sincerely,
OFFICE OF THE COUNTY ENGINEER
~.{j!L
Charles R. Walker, JR., P.E.
Dire~~r, Traffic Division
CRW/ A'!'H/ jd
File: SID "W"
.
..
JOSEPH JINGOLI & SON, INC.
Contradors
3131 Princeton Pike
Building #4. Suite 209
Lawrenceville, New Jersey 0864B
(6091 896.3111
August 20, 1987
P. Steven Elliot
Suite 400-B
1551 Forum Place
West Palm Beach, Florida 33401
Re: Woolbright Road Property
Dear Mr. Elliot:
Please be informed that the managing partners for the Partnership
- Woolbright Professional Center - is my wife, Frances, and myself.
All documents relative to the above referenced property can be
signed by either of the two managing partners,
Yours very truly,
~:: ~~,~Y~~~~;;rL
" ~~~~ ~
- Joseph R. Jingoli
I
C
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y
SITE PLAN APPROVAL APPLICATION
City of Boynton Beach, Florida
Planning and Zoning Board
This application must be filled out completely and accurately
and submitted in one (1) copy to the Planning Department. Incomp12~e
applications will not be processed.
Please Print Legibly or Type all Information.
I. GENERAL INFORMATION
1. Project Name:
Woolbright Professional Center
2. Date this Application is Accepted :
(to be filled out by' Planning Dept.)
3. Applicant's Name (person or business entity in whose name this
application is made) :
Woolbright Professional Center Partnership
Address:
3131 Princeton Pike Lawrenceville.N.J. 08648
Phone:
(609) 896-3111
4. Agent's Name (person, if any, representing applicant):
Kieran J, Kilday/Kilday & Associates
Address:
1551 Forum Place Suite 100A
West Palm Beach,Fl, 33401
Phone:
(305) 689-5522
5. Property Owner's (or Trustee's) Name:
Same as #3
Address:
Phone:
.
6. Correspondence Address (if different than applicant or agent) *:
* This is the address to which all agendas, letters, and
other materials will be mailed.
Planning Dept. 10/82
rage 2
7. Wha~ is applicant's interest in the premises affected?
Owner.
(Owner, Buyer, ~essee, Builder, Developer,
Contract Purchaser, etc.)
8. street Address or Location of Site:
The southwest corner of L.W.D.D. E-4 Canal and Woolbrig!1tHoad,,_____.____
9. Legal Description of Site/Property Control #: Parcel "D", Plat of
Tenth Section P.B, Leisureville/ 08-4~-42~~2-04-126-0000
10.
Intended Use(s) of Site:
Professional Offices
11. Developer or Builder.
Woolhright Professional Center Partnership
12. Architect: F. Kirk Stetson
13. Landscape Architect: Brenda Halev/Kilday & Associates
14. Site Planner: Same as 1113
15. Engineer: Shalloway,Inc.
16. Surveyor: Richard L. Shepard & Associates,Inc,
17. Traffic Engineer: Shalloway,Inc.
18. Has a site plan been previously ap?ru\.l~d by the City COUI1Cil
for this property? No,
19. Estimated construction cost of pro:)()::\"l ir,:I1l"ove;:",-.;!".ts sho\.,;n on
lhis site plan:
Over $100,000.00
Planning Dept. 10/82
Page 3
II. SITE DATA
The following information must be filled out below and must appear,
where applicable, on all six (6) copies of the site plan.
l. Land Use Ca teqorv shown in
the Comprehensive Plan Office Commercial
2. Zoning District C-l
. ,,3. ArAa of Site 2.7 acres 117,612 sq. ft.
4. Land Use _.- Acreage Breakdown
a. Residential, including 0 acres 0 % of sit;]
surrounding lot area or
grounds
b. Recreation Areas * 0 acres 0 % of site
(excluding water area)
c. Water Area 0 acres 0 . % of site
d. Commercial 2.70 acres 100 % of site
e. Industrial 0 acres 0 % of site
f. Public/In- 0 acres 0 % of site
stitutional
g. Public,private, and Canal
Rights-of-Way 0 acres 0 % of site
h. Other (specify) 0 acres 0 % of site
o
% of'site
i. Other (specify)
o
acres
j. Total Area of Site
2.7
100
% of site
* Including open space suitable for outdoor recreation, and
having a minimum dimension of 50 ft. by 50 ft.
5. Surface Cover
a. Ground Floor Building 28.000
Area ("building footprint")
sq. ft.
23.8
% of site
b. Water Area
o
sq.ft.
o
% of site
c. Other Impervious Areas,
including paved area of
public & private streets,
paved area of parking
lots & driveways (ex-
cluding landscaped areas) ,
and sidewalks, patios,
decks, and athletic
courts. 59,664
sq. f t.
50.8
% of site
d. Total Impervious Area
87.664
sq. f t.
74.6
% of site
e. Landscaped Area Inside
of Parking Lots
(20 sq.ft. per interior
parking space required--
see Sec. 7.5-35(g) of
Landscape Code) .
4,660
sq. f t.
4 % of site
Planning Dept. 10/82
Pl~nninn n~n~. lnlR2
Page 4
f. Other Landscaped Areas, 25,288 sq. ft. 21. 5 '% of site
excluding Water Area
g. Other Pervious Areas,
including Golf Courses,
Natural Areas, Yards, and
Swales, but excluding
Water Areas 0 sq.ft. 0 % of site
h. Total Pervious Areas 29,948 sq.ft. 25.4 % of site
i. Total Area of Site 117,612 sq. ft. 100 % of si ':e
6. Floor Area
a. Residential 0 sq.ft.
b. Commercial/Office 28,000 sq.ft.
c. Industrial/Warehouse 0 sq.ft.
d. Recreational 0 sq. ft.
e. Publici
Institutional 0 sq.ft.
f. Other ( specify) 0 sq.ft.
g. Other (specify)
o
sq.ft.
h. Total Floor Area 28,000 sq.ft.
7. Number of Residential Dwelling Units
a. Single-Family Detached 0 dwelling units
b. Duplex 0 dwelling units
c. Multi-Family (3 +
attached dwelling units
(1) Efficiency 0 dwelling units
(2) 1 Bedroom 0 dwelling units
(3) 2 Bedroom 0 dwelling units
(4) 3+ Bedroom 0 dwelling units
d. Total Multi-Family 0 dwelling units
e. Total Number of Dwelling
Units 0
8. Gross Density 0 Dwelling Units per Acre
9. Maximum Height of Structures on Site
17
feet
1
stories
10. Required Off-Street Parking
a. Calculation of Required
Number of Off-Street
Parking Spaces
b. Off-Street Parking Spaces
Provided on Site Plan
Medical/Professional Office
140
1 sp./200 S.F. Gross Floor Area
140
Planning D~Ft. 10/82
Page 9
IV. MISCELLANEOUS
The following materials must be submitted in one (1) copy:
(check)
XX 1.
A check, payable to the City of Boynton Beach, as oer the
attached fee schedule.
n/a 2.
For projects that generate at least three thousand (3,000)
vehicle trips per day or two hundred and fifty (250) sing12
directional vehicle trips in a one (11 hour period, a trai:l~
_' _ _ _... _ _ _ 1.. _ ~ _ ._..~..... 'L-....... ~..l-._~ .................::1
..l..4..t"'......__'- '-4.411:........1............ .............. -''- ---........- ........--......
XX 3.
Any other engineering and/or technical data, as may be re-
quired by the Technical Review Board to determine compliance
with the provisions of the City's Code of Ordinances.
V. CERTIFICATION ** See attached
(I) (We) understand that this application and all papers and
plans submitted herewith become a part of the permanent records
of the Planning and Zoning Board. (I) (We) hereby certify that
the above statements and any statements or showings in any papers
or plans submitted herewith are true to the best of (my) (our)
knowledge and belief. This application will not be accepted
unless signed according to the instructions below.
Signature of Owner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
business entity.
Date
VI. AUTHORIZATION OF AGENT ** See attached
Signature of Authorized Agent
Date
(I) (We) hereby designate the above signed person as (my)
(our) authorized agent in regard to this application.
Date
Signature of Owner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
business entity. .
SPACE BELOW THIS LI~E FOR OFFICE USE ONLY
Review Schedule:
Date Received:
Technical Review Board
Planning & Zoning Board
Community Appearance Board
City Council
Date
Date
Date
Date
Stipulations of Final Approval:
Other Government Agencies/Persons to be contacted:
Additional Remarks:
Planning Dept. 10/82
V, CERTIFICATION
(I) (We) understand that this application and all papers and plans
submitted herewith become a part of the permanent records of the Planning
and Zoning Board. (I) (We) hereby certify that the above statements or
showings in any papers or plans submitted herewith are true to the best of
(my) (our) knowledge and belief. This application will not be accepted
unless signed according to the instructions below.
Sincerely,
s----:?~?~~C---. /
//~ ~' ./ /'
/ Joseph R. .Jingoli-Managing
. ./
/
I
Partner
STATE OF:Florida
COUNTY OF: Palm Beach
I HEREBY CERTIFY that on this
18 th day of November
"
1987, before me personally appeared Joseph R. Jingoli
to me known to be the'person(s) described in and who executed
the foregoing instrument.
WITNESS my hand and official
the day and year last aforesai .
(NOTARIAL SEAL)
Expires:
NCTI~R'( PUBLIC SiF,TE OF n.cno,'
MV CDK~ISSiON Exr Sfy! 17.1S3~
CaNOED TH~U GEliSRAl II". ur.o.'
-,
11-19-87
Date
VI.AUTHORIZATION OF
(I) (We) hereby designate the above signed person as (my)
(our) authorized agent in regard to this application,
Sincerely,
"-~-
'----------=-"':.--;:;::- /~:;-~~~ (-'-"-~/--< /~--~-;,
/ /~ Joseph R. Jing~i~-Man~
..
Partner
ST A TE OF: Florida
COUNTY OF :Palm Beach
I HEREBY CERTIFY that on this
18th
day of November
.,
1987, before me personally appeared
Joseph R,Jingoli
to me known to be the'person(s) described in and who executed
the foregoing instrument.
(NOTARIAL SEAL)
N tary Public
tate of:
My Commission Expires:
WITNESS my hand and offici
the day and year last aforesa d.
nCT~RY PDGLIC S:~l~ c; ~tO~IDA
MY CG~ln3~ICIJ Exr :J~~T 17,E:!.l9
BONDED THRU GEii:;-:AL I1~S. ur.D. ,
-
.'
.
1"
/
I
l' A ItT N H It S II 11' A U It gEM E N
TillS AGREEMENT, entered into this duy of
BETWEEN, JOSEI'll R. JINGOLl of 5 Twining Lune, West Trenton,
New Jersey 08628 and FRANCES W, JINGOLI, of 5 Twining Lane, West Trenton, New
Jersey 08628 and JOSEI'll R. JINGOLI, JR. of 5 Twining Lune, West Trenton, New
Jersey 08628 and STACEY A. MARKOWITZ of 45 Viburmun Court, Lawreneeville, New
Jersey 08648 and KIMIlE1tL Y JINGOLI of 5 Twining Lane, West Trenton, New Jersey
08628 and MICHAEL JINGOLl of 5 Twining Lane, West Trenton, New Jersey 08628:
WITNESSETII:
AltTICLE I
Creution, 1'U1'pose, UUl'Ution ,
Section 1.01. Formation
(u) The above numed pel'sons (the "I'ul'tnel's") hel'eby enter illto u
partnership (the "Partnership") for the purposes set forth in this ugl'eement. The
Partnel'ship shall be a general partnel'ship govemed by the Uniform I'al'tnership Act
of the Stute of New Jersey, us from time to time alllem]ed. The business of the
Partnership shall be conducted undel' the name of WOOLBRIGHT PIWFESSIONAL
CENTElt.
(b) Concurrently with the execution of this agreement, the I'Ul.tnel'S
shall execute and acknowledge a Fictitious Business Name Statement and cause the
same to be published and filed in accordunce with the Statutes of New Jersey. The
Partners shall execute, acknowledge, file and record all such amendments and said
statements as may be l'equired by this agreement, or amendments thel'eto, or by law.
(c) The principal office of the Partnership shall be located at 3131
Pl'inceton Pike, Lawrenceville, New, Jersey. The principal office may at any time be
changed by the agl'eement of Partners.
,
.
.
Section 1.02. Purpose
The purposes for which the Partnership is forllled and the business
of the partnership shall be to invest in the real property described in Exhibit "A" hereto
(the "Pl'operty"), for long-term growth. Nothing in this Agreement shall be deemed
to restrict in any way the freedom of any party hel'eto to limitation, the acquisition,
development and exploitation of real property, without any accountability to the
Partnership or any part hereto, even if such business or activity dil'eclly competes with
the business of the Partnership, and no party her!lto shall have any interest in any olllel'
business or activity by virtue of this Partnership.
Section 1.03, Term
Unless sooner terminated, in accordance with the pl'ovisions of ARTICLE
IV, the Partnership shall terminate and end on June I, 2070 or at any eadieI' date on
..' .
which the Partners no longer have any intel'est in the Property.
,"'
.
Sedion 1.114, l'el'l:entnl:eH of Intcl'l~Ht
The l'espeetive intel'est of the l'Ul'tners ill Hill! to the net ['1'oIH 01'
loss of the Partnership shall be as follows:
Pal'tnel'S Pm'cen t
Joseph It. Jingoli
Frances W. Jingoli
Joseph It. Jillgoli, Jr.
Stacey A. Markowitz
Kimbel'ly Jingoli
Michael Jingoli
16.68
16.68
IG.6G
16.6G
16,66
16.66
Section I.OS. Liability of PartnCl'S
No Partner shall be liable, for any obligations incUl'red by any other
Partner, whether incurred before or after the execution of this Agreement. Each Partner
hereby indemnifies the other and agrees to hold the other harmless from all such excluded
obliga tions.
Section LOG. Iteimburseable Expenses
If any Partner pays a properly incurred obligation of the Pal.tnership,
such pal'tner shall be reimbursed by the Partnership upon presentation to the other
Partners of satisfactory evidence of such payment.
Section 1.07. Control and Manu~elllcnt
In order to facilitate the handling of all matters pertinent to the purpose
of the partnership it is understood and agreed that the absolute management and control
of the business and affait's of the Pal'tnel'ship, except as specifically otherwise set forth
hereinafter, shall be and the same are hereby vested in the Management Committee,
which Management Committee shall initially consist of Joseph It. Jingoli and Frances
,; W. Jingoli, the Managing Partners. Each Munaging Partner shall have a vote on all
issues based on his or her percentage interest set forth in paragraph 1.04. The
Management Committee shall be indemnified and held harmless by the Partnership
for all acts it takes except for fraud. The indemnification shall include all costs and
expenses and reasonable counsel fees.
In the event that any of the Managing Partnel'S should cease being
a Partner, the remaining Managing Pal'tner shall have the right to select any two partners
to be placed on the Management Committee and shall have all the powel'S of management
hereinbefore set forth. Provided, however, if the spouse of a Managing Partner takes
all or part of his or her in terest by assignment or otherwise, he or she shall accede to
his or her spouse's position on the Management Committee and have the same
proportionate vote. In the event that all Managing PUl'tners shall cease being a member
of the Partnership, the Management Committee shall consist of all Partnel's and all
decisions in respect to the Partnership, except as herein otherwise specifically set forth,
shall be made by majority vote of the Partners, with each PartiteI' having as .many votes
as his or her percentage of Partnership Interest.
. SecLion I.U8. ^ccounLinr~
(a) The l'artner~hip shall IllUilltain COIII[lJete books nlll! rcconls ill
accol'lluncc with the accl'ual IlIethou of accounlillL:, accul'Utcly l'enecLinl~ the uccollnts,
business anu transuctions of the Pal'tllel'~hip in UCcol'uunce with this SecLion 1.UB. Such
books und records shull be kept at the principul office of the Pal'tner~hip 01' at ~uch
other office as shull be de~ignuted for such purpose by the Partners. All Pal'tners shall
have the right to inspect und examine such books und record~ at all reasonable Lillles
dul'ing business hours.
(b) The Partnership shall maintuin a commel'cial checking account
or accounts (collectively, the "Account"), in such bank or banks as the Partners mutuully
agree upon from time to time. All funds of the Partnership shall be made only by check
signed by such persons as may be authorized from time to time by the Purtnel'ship.
(c) The Partnership shull adopt a calendar yeal' for accounting PUI'poses.
Financial statements in such, detail as may be agreed upon by the Partners shall be
prepal'ed annually by an accountant selected by the Partilel'ship and uelivered to all
the Partners on or before May 31, of the next following year. All finuncial statements
shall be aecurute in all mutel'iul respects IlIld shull present fuirly the finuncial position
of the Partnership. All costs and expenses incurred in the preparation of said accounLing
shall be considered to be a direct expense to the Partnership. The financiul statenlents
will be unaudited and in the event that any Partner requests audited financiul statelllent~
of any year, the additional cost and expense incurred in preparation of the audited
financial statements over and above that normally incurl'ed for pl'eparaLion of unaudited
financial statements shall be paid by the Partner requesting said audited financial
statements.
(d) The Partnership shall cause to be prepared and shall file on 01' before
the due dates (or any extensions thereof) annual United States and State Pal'tnership
Returns of Income and any other Federal, State or local tax returns requil'ed to be so
'filed. Each such return shall be submitted to all Partners a reasonable time in advance
of the required filing date.
t (e) The books and records of the Partnership shall include such assets,
.
liability, income and expense accounts as are appropl'iate to the Pat'tnership, and separate
loan, capital and undistributed earnings accounts for each Partner.
(f) In all cases, accounting transactions shall be recorded and accounted
for in accordance with generally accepted accounting pl'inciples.
Section 1.09. Services of Partncrs
The services of the Partners in a capacity as a Partner, shall be rendel'ed
without costs to the partnel'ship, pt'ovided, however, any services rendered to the Partner
in a capacity other than that of a Partner (such as legal set'vices, accounting sel'vices,
etc.) shall be paid fOl' by the Partnership to the Pal'tner.
Section 1.10. Distributions
(a) The net cash receipts of the Partnership as hereinafter defined
shall be distributed as. soon as practicable after the close o~. eacha,ccollllting year of
the Partnership or more frequently if the Management Committee determines to make
more frequent distributions, which distributions shall be made to the Partnel's in
propot'tion to their Partnership interest.
. (ll) Thc tcrm "l~Ct Cush ltcccipts" us uscd hCI'cin ~dull Incun nct profils
derived from the l'l'emises owned by the PU1.tnership, as ascel.tuined through the lIse
of stundul'd uccountin~ pl'uetices upplicd on u consistent llusis, except thut (u) dcpl'cciution
of building, improvements, furniture, fixtures, furnishings and equipmenl shull not be
taken into accountj (b) mortgage amortizution puid by the Purtnership shull be considered
a deduction; (c) any amounts expended by the Partnership fOl' cupital improvements
in excess of proceeds f!'Om loans to the Partnership made for the purpose of financing
such construction shall be considered a deduction; (d) u I'eusonuble reserve determined
by the Manugement Committee, shall be deducted to provide funds for current opemtions,
improvements or for any other reasonable contingencies of the l'm'tnel'shipj und (c)
the excess cash proceeds derived from any mortgage refinancing or sule of the pl'operty
shull be included except thut the excess pl'oceeds, if uny, of any intel'im, lelupol'ury,
construction or permanent financing shull not be considet'ed PUl't of Net Cush lteceipts
until completion of all improvements to be constructed in connection with currying
out the purposes of the Partnership.
Section 1.11. Vuluution of the l'ul'lnershill
(a) For all purposes of this Agreement, the value of a l'artnel"s Interest
shall be equal to the sum reulized by multiplying the percentuge of suid Partner's lntel'est
times the fuir market value of the Partnership as suid fair murket value is hereinafter
defined.
(b) On January 1 of each year or within 30 days thel'eufter the l'Ul.tnel'S
and all other parties in interest agree that they shall attempt to determine by lIJutuul
agreement the fair market value of the Partnership and that if a determination is reached,
said value shall be set forth in a document containing the following language, which
document to be effective will be signed by persons representing at leust 85% of the
intel'est in the Purtnership whether said persons, shull be partnel's 01' merely have the
rights of an assignee as hereinafter defined:
.
"
"The fair market value of Woolbright Professional Center,
a New Jersey Partnership, as of January 1 is
$
."
This determination shall expire at such time as the Partners and other
parties in interest enter into a new determinution of vuluution us afol'esuid 01' in the
failure to enter into such a new determination 60 days after a new determination should
have been reached. In the event that the Partners and other pal'ties in interest cannot
reach a determination as to value by agreement as aforesaid within 60 days after the
appropriate date as specified above, the prior determination shall be null and void and
of no further force and effect and the fair market value of the Partnership shall be
calculated in the manner set forth in 1.11 (e) when, as and if said valuation is required
for any of the purposes of this Agl'eement. Notwithstanding anything to the contl'ary
hereinbefore or hereinafter, no new valuation shall be effective unless any purty whose
interest in the Pal.tner~hip, whether suid purty be u Partner ,~l' merely hfjve the right
of an assignee as hereinafter defined, eoncurs in said valuation if at the time said
valuation is set said party's interest is the interest which requires a valuation to be
set so as to implcmcnt thc"tcl'mS of thc Agrccment. MOl'COVCt', no change in valuation
hud been made prior to thc cnd of any calendar year without the unanimous consent
of all parties in interest if a valuution had been made previously during thut culendUl'
yem'.
Ii') 11' Ihll vlIllIlIlllIll 1""11111'1"1 I.y 1111' 1'1'lIvlllllU III'IIV.,..IIIlIl III' Ihlll 1\1'110'111
1.11 hllH oxpil'lll1 ily ilH \OI'IIIH 111111 II IIIlW VlIllIllllolI ill l'llllllil'llll 10 hllph!llIlIlIl Iho l('I'IIIH
amI provisions of this AgI'cement absellt un agreemcnt bctwccn ull lJUI.tiCS in illtCI'CSt,
the vulue of the Partnership shall bc dctcrmined by thrcc appI'uiscrs, all to bc mClllbm's
of the M.A.I. since the basic ussets of this Partncrship consist of I'cul pI'opcrty, OIlC
of said appl'aisers to bc appointed by the withdl'awing Purtncr, 01' othcr sclling party
in interest, and/or his legal representative, one of said appraisers to be appointed by
the Management Committee and the third appraiser toJ;le appointed by the two appraisers
appointed as first provided. Inasmuch as the Partnership is in essence a Partnership
engaged in the ownership of real property the appraisers are hereby directed that the
value of the Partnership shall be based on the fair market value of the asscts of the
Partnership plus the cash held by the Partnership less all liabilities. A party having
a right to dcsignate an appraisel' shall do so within 20 days after demand by any othcl'
party having the right to require an appraiser. Each party shall pay the cost of their
own appraiser and shall share the cost of the third appraiser.
(d) The valuation determined as aforesaid shall be determined the
full agreed vulue of the purtncrship and all assets, both tangiblc
and intangible, including but not limited to, good will as well as all liabilities, including
mortgages, liens, notes, 01' any other encumbrances of any kind whatsoever, if any,
upon the assets of the Partnership shall be deemed to huve been considered in determining
said value and devising the formula for determining said value.
(e) Notwithstanding anything else in this Agreement to the contrary,
all periods for acceptance of any offer to sell a Partnership Interest, or an assignee's
interest hereunder, shall be tolled in the event thut the last valuation certificate not
effective on the date upon which value must be determined for the purposes of said
offer and shall remain tolled until the alternative valuation pursuant to 1.11 (c) has
bcen dctcrmincd and copy of said vuluation is sel'vcd upon alllJartics in intcrest.
ARTICLE II
,
.
Prosecution of Projcct
Section 2.01. Assj~nlTlcnt of Partncrship
Concul'l'enUy with the execution of this agrccmcnt, Joscph ll. Jingoli
will assign to thc Partnership his contract to purchase the Property dcscribed in Exhibit
A. Thc Partncl'ship shull reimburse and Joscph R. Jingoli for any cxpcnscs incurrcd
by them and shall pl'oceed to closc titlc in accordancc with thc agrccmcnt of salc.
All real estate transfcr taxes and the premium fOl' a standard form owncl"s policy of
title insurance shall be puid by the Partnership, and it shull pay ullrecording costs.
Section 2.02. Insul'Unce
Appropriate insurance coverage with respect to public liability, property
damuge, personal injury, fire and casualty will be procurcd by thc Partncrship aud the
premiums thcrefore will be paid from the assets of the Partnership.
ARTICLE III
Sources and Fuuds
Section 3,01. Capital Contributions
(a) Concurr~ntly with the execution of this agreement,
shall contribute cash as the initial capital of the Partncl'ship as follows:
., .
each Partner
(b) Subject to the pl'ovlslOns of Section 3.U2, 1..<3 l'al'lllcrs shall 1I1ake
such additional capilal contributions, in amounts equal lo the pel'cenlage theil' illilial
capital conll'ibulions bears to the tolal initial capital contl'ibutions, as may bc l'cquircd
(rom time to time to meet the obligations of the Partnership.
Section 3.02. Cash Advances to the Partnership
Any Partner may loan funds to the Partnership in such amounts, at
such times and upon such terms (which shall be no less favol'able to the Partnel'ship
than those available from third parties) as may be agreed upon by the Partners. Such
advances shall be evidenced by notes of the Partneri>hip executed by all the other Partners "
on behalf of the Partnership. Such notes shall be paid in full prior to any distribution
of cash to the Partners in accordance with the provisions of Section 1.1U. Such payments
shall be applied first to interest and then to the reduction of principal.
.
.
ARTICLE IV
Limitations on Sale 01' other Volunlary Disposition
Section 4,U1 No Partner shall assign, pledge, encumbel', sell, transfel',
hypothecate in any manner subject to all or any portion of his or her intel'est except
in the limited circumstance hereinafter set forth.
(a) A Pal'tner may offer his 01' her interest to thh'd parties subject
to the following terms and conditions providing he or she receives a bona fide outside
offer: Any bona fide offer by a third party purchaser shall be served upon the Partnership
by sending copies to all Partners at their mailing addresses set forth above by United
States Certified Mail and the Partnership without the vote of the withdrawing or selling
Partner shall thereupon have the right of first refusal for 45 days after receipt of said
notice to purchase the interest for sale either 0) on the same terms and price as set
forth in said bona fide offer or (ii) for an amount equal to the valuation of a Parlncrship
interest as said interest is defined in Article 1.11 as of the end of the month preceding
receipt of the offer. Notwithstanding the foregoing and irrespective of the terms of
payment set fOl'th in any bona fide outside offer, the Partnel'ship will use its best efforts
to make an initial payment of 2U%. The balance shall be payable commencing January
2 of the year following closing in a number of equal monthly installments so that the
last payment will be 6U months after first payment, which pUl'chase pl'ice shall be payable
with interest equal to the maximum rate permitted as of the date of the mailing of
the option offer as set (orth in 4.Ul (a) by the laws of the Slate o( New Jersey 01' the
prime rate being charged by the National State 13anl<, Elizabeth, New Jersey, whichever
is lower on the unpaid pl'incipal amount with each payment of interest and principal
to be paid with each monthly installment. The first payment shall be made within 3U
days after acceptance of the offer and the balance of the payments shall be evidenced
by a negotiable promissol'y note in form and substance satisfactory to counsel for the
Partnership.
(b). If the Partnership does not exercise its option under Subsection
(a), the Partner giving notice shall send notices to all persons having any interest in
the Partnership whether' said persons shall be partners or merely, have .,the rights of
, ....
assignee and each of said persons will have a 3U day period in which to agree to purchase
the Interest so offered and in sending back notice of acceptance shall indicate (a) whether
they wish to purchase; and, (b) if they wish to purchase whether they will only ,purchase
_.,-
their. p"o rata portion or are willing to purchase pro rata allY pOI'tiOIl of the illtl!l'cst
that does not respond within the 30 day period shull be deellled to huve declilled to
exercise their OptiOIl to purehuse. Each pUI'chusel' shull huve the riGht to elect his or
her OptiOIl as to the tel'ms, amount of payment and provisions of payment to the sume
extent as if the Partnel'ship had elected to purchuse. If any Purtner purchases, the
interest he or she purchases shall be Qeemed to increase his or her partnership interest.
(c) If the Partnership does not exercise its option under Subsection
(a), and if the other parties in interest do not exercise their option under Subsection
(b) so as to buy all the interest offered, the Partner giving the notice shull be fl'ee fOl'
30 days to sell, trunsfer, or otherwise dispose of his or her Partnership Intel'est to the
person or persons specified in the notice at the price specified and subject to the terms
contained in the bonu fide outside offer. l'urthermol'e, in the evellt thut the l'urtnel'ship
and/or any other purchaser, when exercising his 01' her option to pUI'chuse elects to
pUI'chase at a price lower thun the price set in the bonu fide offer, then und in thut
event the withdrawing Pal'tner or other party in interest shall have 30 duys in which
to withdrnw his or her entire offer and continue on as a Purtner or party in intel'est
as though the offer had not been muue. l'ul'suunt to It.S. 42:1-27, the ussiGnee of till
or part of the Partnership Interest shall, however, not be entitled, during the continuunce
of the l'Ul'tnership, to interfere in or have uny voice in the management or adlllinistrution
of the Purtnership business or uffairs or requil'e any inforlllution or account of Purtllel'ship
transuctions. The assignee shall merely be entitled- to receive, in accordunce with the
tel'ms of the assignment, the profits and shall shure in the losses and shull be entitled
to share in cash flow and distributions to which the assigner otherwise would be entitled
to share in subject to all the rights herein set forth and shall ulso have such other special
rights as set forth in the Agl'eement in respect of purchasillg auuitionul illterest which
additional interest if purchased shall be subject to the same limitations as set fOl'th
in the previous Pl'ovisiollS of this Article 4.01 (c). An ussignmellt or transfer us afol'esaid
shall not terminate the Partnership.
t Section 4,()2 Notwithstanding anything to the contrary contained
.
hereinbefore, any Partner shall have the right to assign all or any portion of its
Partnership Interest to any member of his or her immediate family (immediute family
being defined as wife/husband and/or children over the age of 18) or to a trust for the
benefit of his or her minor children of which a member of his or her immediate family
is the trustee. In the event of a transfer as aforesuid, the Purtllel'ship or other Purtners,
or other parties in interest, shall have no right of first refusal but in respect of uny
subsequent disposition of said interests all the limitations on the trunsferability set
forth in this Agreement including, without limitation, the rights of first refusal. Pursuunt
to R.S. 42:1-27 the assignee of all or part of the Pal'tner's interest shull, however, except
in the case of an assignment to a spouse whether by gift, conveyance or devise or
otherwise, not be entitled during the continuance of the Partnership to interfere with
or have any voice in .the management or administration of the Partnership transuctions.
The assignee shall merely be entitled to receive in accordance with the terllls of the
assignment the profits a~d shall share in the losses and cash !Iow and, distributions to
which the assigner would otherwise be entitled to share in subject to all the obligations
of the assigner. The assigner, however, shall have all the other special rights given
to a non-partner pursuant to'the terms of the Agreement. In Ule case of an assignment
to a spouse, the spouse shull have the full rights of the assigner to tuke part in all
l?uI'lnCl'~hip uffuh's wiLh u 11010 on u 1'1'0 I'ulu busis bused 011 .,'0 l'm;poctivo pel'conlu~c
of ownorship in the purtnel'ship.
AItTICLE V
Section 5;Ul. Cuuscs of Dissolution
The Partnership shull be dissolved in the event:
(j) A majority of the Partners withdraw from the PUI'tnership, whether
or not in contravention of this agreement;
(ii) A majority of the Partners shall file a volunlary petition in
bankruptcy 01' are adjudicated a bankrupt or insolvent;
(iii) All of the property has been sold.
Section 5.U2. Dissolution
(a) Upon dissolution of the Partnership by expirution of the tel' III hereof,
by operation of law, by any provision of this ugreement, ,<!r by ugreement between the
Partnel's, the Partnership's business shall be wound-Up and all its assets distributed in
liquidution. In such dissolution, Joseph It. Jingoli, Frunccs W. Jingoli, Joseph It. Jingoli,
Jr., Stacey A. Markowitz, Kimberly Jingoli and Michael Jingoli shull be co-liquidating
Partners; in such event the co-liquidating Purtners shall have equal I'ights to wind up
lhe PUl'tnership and shull cause its Property to be sold und. distribute the proceeds of
sale as provided in Subsection 5.U2 (b). In a dissolution pursuant to Section 5.Ul, the
liquidating Partnel' shall be as thel'ein provided and such liquiduting Partner shall huve
the right to wind up the Partnership and cause the Partnership's Property to be sold
and distribute the proceeds of sale as provided in Subsection 5.U2 (b).,
(b) The proceeds from liquidution of the pUI.tnorship shull be upplied
in the following order of priority:
(j) Debts of the Partnership other than to Partnel's;
(ii) Debts of the Partnership to Partners;
(Hi) To all Partners in the same ratio as their capital contribution,
and aCtel' all Purtners have their total capital contl'ibution l'etul'Iled;
(Iv) To all Partners in pro rata amounts as set forth in Section I.U4.
.
.
.
Alt'I'lCLIl VI
General Provisions
Section 6,()1. Notices
All notices and other communications required 01' pel'mitted to be
given or delivered hereunder shall be in writing and shall be given either personally
or by mail, addressed to the Partner intended at his or her address set forth below 01'
su(:h other address as he or she may designate by notice given to the other Purtners
in the manner aforesaid.
Nallle of Partner Address
J.oseph R. Jingoli 5 Twining Lane
West Trenton, New Jersey U8628
Frances W. Jingoli 5 Twining Lane
West Trenton, New Jel'sey U8628
Joseph l~. Jingoli, Jr. 5 Twining Lane
West Trenton, New Jersey 08628
Stacey A. Murkowitz 45 Vibul'mun COUl't
Lawreneeville, New Jersey U8648
- \l-
Kimberly Jingoli
5 Twining Lune
West Trenton, New Je,I'sey 1I11li211
Michuel Jingoll
G 'l'wiuiug IJUllo
West Trenton, New Jersey U1l6211
Section 6.U2. SuccessOl'S nnd Assir,ns
All rights and duties of the parties hel'eunder shall inul'e to the benefit
of and be binding upon their respective successors and assigns.
Section 6.U3. Governin~ Law
This agreement and the rights of the parties hereunder shall be governed
by the interpl'eted in accordance with the laws of the Stnte of New Jersey.
Section 6.04. Pl'evious Ar;reelllents
This Agl'eement supel'sedes all pl'evious agreements, wl'itten or verbul,
of the Partners, with respect to the subject matter hereof.
Section 6.05. CountCl'pnrts
The ngreement may be executed in severul counterparts and all so
executed shull constitute one ugl'eelllenl binding upon ull pur~ies hel'elo, even though
all the parties arc not signatory to the original or the same counterpart.
Section 6.06. Investlllenl Itepl'esentalion
Each of the parties hereto represent and warrant that they arc acquiring
theil' Partnel'ship interest for investment purposes and not with a view for sale or
re-distribulion and no transfer of any Partnership Interest will be permitted if said
transfer would violate any applicable federal or state law or regulation.
.
.
Section 6.07. Election PUl'suantto Section 754
In the event of the transfer or assignment of any interest in the
Pal'tnership, the Partnership shall file a timely election under Section 754 of the Internal
Revenue Code of 1954, as amended to adjust the basis of the Partnership Property.
Said election shall be made in the manner requil'ed by ltegulation 1.754-1 (b), as amended,
and shall be filed with the Partnership l'etum for the taxable year in which the transfer
of assignment is made.
ARTICLE Vll
Deu th of a Purtnel'
Section 7.01 In the event of the death of a Partner, the Pal'tnership
shall not be dissolved or terminated but, in any of such events, the interest of the Partner
with respect to whom such event occurred shall pass to his legal representatives, heirs
or beneficiaries, .and said legal representatives, heirs or beneficiaries, respectfully,
but said assignee pursuant to R.S. 42:1-27 shall, however, not be entitled, during the
continuance of the Partnership to interfere in or have any voice in the management
or administration of' the Partnership business or ufCail's or'''requh'e' any"information or
account of Partnership transactions. Provided, however, if' the heir is the spouse of
the deceased partner, she or he shull accede to his or her rights of Jl1unugemant as set
forth in Purugruphs 1.07 and 4.02. The assignee shull mel'ely be entitled to receive,
in accordance with the terms of the ussignment, the pl'ofits und shall shal'e in the losses
to which the ussigner otherwise would be entitled to shure in subject to all tha obligations
of the assignel'. The death of a Partner shull not tel'llliuute the Partnership. In the
..111,
evcnt of a death of a PartnCl', 01' othcr party in intcl'cst, howcvCl', the Icgal
representatives, hcirs or beneficial'ics shull huvc thc right at uny timc within two ycurs
of the date of thc dcuth of the Partncl' 01' othel' PUl'ty in intcrcst to rcquirc thc
Partnership to purchase the entire interest held by said legal I'cpl'esentative, hcil's 01'
beneficiaries for an amount equal to thc valuation of a Partnership Intcrest as dctcl'lllincd
undcr Article on the date notice of cxel'cisc of this option is servcd upon thc Partncl'ship.
Payment shall be made over a period of five years and the selling party shall receive
during each calendar year 20% of the purchase price to be payable with intel'est equal
to the maximum rate permitted as of the datc of the mailing of the notice by thc law
of the Stute of New Jersey or the prime rate being charged by the National Statc
Bank, Elizabcth, New Jerscy, whichevcr is 10wcr, on thc unpuid pl'incipal amount, with
cach payment of interest and principal to be payuble in ,quartcl'ly instullments. Thc
first payment shall be made within 30 days after sending of the notice and the balunce
of thc paymcnts shull bc cvidcnced by a ncgotiablc promissory notc in form and substance
satisfactory to counsel for the Partnership.
,
.
Scction 7.02 In the cvcnt of the bankruptcy 01' insolvcncy of any Pal.tncr,
or should any Partner commit any act of bankruptcy 01' take advantage of any bankruptcy,
rcorganization, composition or arrangcment statutc or should a l'artncl' bccomc insunc,
then such Partner ("Insolvent Party"), from and after said date shull cease to be a Partner
or have any voice in the managcment of the Partnel'ship and thc Plll'tnership shull not
be dissolvcd 01' terminuted. PU1'suunt to It.S. 42:1-27, the Insolvent PUl'ty, or his 01'
her legal representative, shall, however, not be entitled, during the continuance of thc
Pal.tnership, to intcl'fcre in 01' have any voicc in the munugcmcnt 01' Udlllillistrution
, of the Partncrship business or affairs or require any information or account of Pal'tnership
tl'ansactions. The assignee shall merely bc cntitled to rcccivc, in accordancc with thc
tcrllls of the assignment, thc profits und shall sharc in the losscs und cash flow and
distl'ibutions to which the assigner otherwisc would be entitled to share in subject to
1.111 the obligations of the assigner. Within 90 days after any of thc evcnts set forth
in this Article 7.02 tukes place, the Partnership shall have the right to purchase the
Insolvent Party's Partncrship Interest for the same pl'ice as set forth in Article IV but
vuluation shall be sct as of the month ending before thc datc of insolvcncy and ull
rcfcrcnce to an outsidc offcr shall be ignored. Paymcnt shall be madc as sct forth in
Al.ticle IV and the same terms and conditions, (i.c. thc l'ul'tnership can clect puy out
schedule extending up to 18 months after the first paymcnt).
AHTICLE VIII
Adjustment of Basis
Section 8.01 In the event of a sale, assignment 01' othcr disposition
(including condemnation or involuntary convcrsion) of the )?artnership .Propel'ty, any
. '
gain realized by the Partnership shall be allocated, first to Joseph H. Jingoli, Fl'ances
W. Jingoli, Joseph It. Jingoli, Jr., Stacey A. Markowitz, Kimberly Jingoli and Michael
_1.1__
Ji!l~oli, to the extent of uny disproportionute withdl'uwuls Illude by tholll; und, thOI'Otofol'O,
. 'the bulunce of uny such guin shull be ullocuted ulllong the l'ul'tnCl'S in ucconJuucc w ilh
the percentuges of intel'est us set fOl'th herein.
IN WITNESS WHEREOF, we huve hereunto set our hunds uud seuls
the day and year first above written.
Signed, Sealed and Delivered in the presence of:
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MEM:lRANIXJM '10: David IBvy
Trade w:!.ros Developnent
FRCM:
Peter Flotz
Director of Traffic Planning
April 8, 1986
Review anj SUmmary of !-fiJrray Dvl"""'k Associates Traffic study
Illcr'E :
~:
As requested, Barton-Aschman As"""iates, me. (BlI) has urrlertaken a review
of the traffic study prepared by Mr. Dan Murray for the proposed Woolbright
Place PCD. Our function was to establish the technical validity of Mr.
Murray's l:ej,.vl:t anj to provide an executive SUlIIllIaIY anj interpretation of
its fimings.
Based on our analysis, we offer the followin] d:lsentations:
1. 'lbe report considers the impacts not only of the proposed PCD, b.1t
also of the POD which was recently denied. It is our understanding that
only the PCD is urrler consideration at this time. Development on the site
is greater than what you l-n-~ at this time.
2. As requested by the City of Eoynton Beach, the report addresses the
influence of other development in the vicinity of the site. The report
""'<;:I.lII\es that J.,425,045 square feet of commercial development anj 300 hotel
rooms will be oonstJ:uct:ed anj occupied by the analysis year (based on Table
1. page 4). '1his amount of development, if the analysis year is assumed to
be 20J.0, assumes an annual absorbtion rate of 57,000 square feet of
comme=ia1 space alClD] Woolbright Road from Cl.uyle.>5 Avenue to 1-95. We are
unable to comment on whether or not this absoJ:btion rate is realistic. '1his
represents a significant increase in S1.ll:':I:'OUI' development.
3. The trip generation calculations performed in the report lump
together the trips which will be generated by both the PCD anj the RID. Of
the estimated J.0,ll9 new external trips per day, which will be generated by
the site, awraximately 7,000 will be oriented to or from the PCD.
4. We ~ with the analysis that the proposed zonin;J, when compared
to the existin;r zonin;J, generates a comparable number of trips.
/
J.
5. We concur with the revised trip distrih.rtion percentages.
6. Tn-i revised figure for projected average daily traffic describes the
amount of daily trip making on surrounding roadways. This figure is
consistent with =ent projections made by the Palm Beach County
Metropolitan Planning Organization.
7. The site comprises 10.2 percent of the total projected daily
traffic volume on'the roadway at the maximum point just east of SW 8th
Street. If the roadway remains a four lane divided configuration, the PCD
will represent 9 percent of the Level of Sel:vice C capacity of this roadway.
Tnese levels of concentration are present only on Woolbright Road between SW
8th street and 1-95. At all other points the site represents less then 10
percent of both the daily traffic and Level of Service C capacity of the
roadways.
8. Tne PCD contributes 550 or approximately 23 percent of the 2400 new
peak hour trips generated by all new development in the Woolbright Road
Co=idor by the year 2010.
9. We concur with the report's interpretation of the Palm Beach County
Traffic performance standards. It should be noted, that under these
standards, the project falls under category "B", implying that sufficient
roadway capacity exists or is programmed to accommodate this development
with no further improvements than those which are currently programmed by
the county.
10. Figure 8 of the report on page 22 illustrates the daily levels of
service projected for the year 2010 on roadways surroun:ling the site. Tne
worst service on a daily basis will be Level of Service C and this will
occur only on Woolbright Road between 1-95 and SW 8th Street. All other
links in the area are projected to operate at Level of Service A or B. It
should be noted that, while the procedure for preparing this report was to
estimate the development which might oc= over the next 25 years, only
those roadway improvements which are programmed to OCCur ---wIthin the next ~
years were taken into account. This implies that if no further roadway
improvements, other than those =rently committed to by the county are
built by the year 2010, and all the assumed development oc=s, then the
worst level of service that residents of Boynton Beach can expect to
experience will be Level of Service C.
11. Table 4, on page 23, of the report discusses the AM and PM peak
hour Levels of Service which will be experienced at intersections aroun::l the
site. Typically, intersections in close proximity to the site are analyzed
in a traffic analysis during the peak hours because they tend to be the
weakest links in the traffic canying system. Tne results of Mr. M=ray's
2
analysis show that, at worst, these surrt:ll.11'Xib intersections will operate
between Level of Service A and D. The worst Level of Service occurs at
Seacrest Boulevard and Woolbright Road which is proj ected to operate at
Level of Service D during the peak hour. It is important to note that in
Table 4, under III-C, this intersection under current PM ~ ho..1r existing
conditions now ~t Level of Service ~ Therefore, lieIther the
p=ject, ~ the dev= is P=lected to worsen the traffIC
levels currently ~. Any Iiltersecti.ons in the site vicinity
are, at worst, P=Jected to operate on the border of Level of Service C am
D. All of these projected traffic levels fall within acceptable levels for
the peak ho..1r.
U. '!he recommended SW 8th street Corridor highway requirements founi
at page 25 of Mr. Murray'S r"'I,>UL t, follow staOOard, desi.rable urban plannin:J
standards, and are appropriate f= the l:'L~ development.
13. The recommended configuration for the intersection of SW 8th
SL.=t and Woolbright Road founi on page 26, contains the additiat of turn
lanes which are required due to development other than the J:'L~ R:D. BA
recommends that a more detailed analysis be conducted to determine the
requirements of the PCD, and that the remaining configuration of the
intersection be allotted to the ~te developments.
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MURRAY-DUDECK & ASSOCIATES
"
TRAFFIC ENGINEERiNG CONSULTANTS
April 1, 1986
David Levy
1600 South Dixie Highway, Suite SC
Boca Raton, Florida 33432
RE: Traffic Report For The Overall Impact Study On The Developments In The
Vicinity Of SW 8th Street & Woolbright Road In The City Of Boynton
Beach In Palm Beach County
MDDM Project #85-180
Dear David:
I am pleased to submit
subject project. The report
findings and recommendations.
the Traffic Impact Analysis
outlines the evaluation and
Report for the
summarizes the
I appreciated the
service. Please advise
required on this report.
opportunity of providing this traffic engineering
if further information and/or clarifications are
Sincerely,
~~/~
Daniel N. Murray, P.
LPCA"'A"ON men
BOCA RATON OFFICE:
936 WEST TROPICAL WAY. PLANTATION, FLORIDA 33317. (305) 584-0073
21464 WOODCHUCK WAY. BOCA RATON, FLORIDA 33433. (305) 487.3231
MURRAY -DUDECK & ASSOCIATES
TRAFFIC IMPACT ANALYSIS REPORT
ON THE OVERALL WOOLBRIGHT ROAD -- SW 8TH STREET PROJECTS
LOCATED JUST WEST OF 1-95 -- WOOLBRIGHT ROAD INTERCHANGE
IN THE CITY OF BOYNTON BEACH
MURRAY-DUDECK & ASSOCIATES
P,.pm' By, ,1)."./ .4~-;?____ Y~kr,;
Daniel N. Murray. .. Da te
MURRAY -DUDECK & ASSOCIATES
TABLE OF CONTENT
----------------
----------------
Page
Introduction................................................. .1
Site Location Map -- Figure #1................................2
Project Land Use Data.........................................3
Trip Generation...............................................3
Table 1 -- Other Future Traffic...............................4
Figure A - Other Future Traffic..............................4A
Table 2 __ Future Traffic Based On Existing Zoning............5
Figure B - Development Land Use Plan.........................5A
Table 3 __ Future Traffic Based On Proposed Zoning............6
Figure C - Proposed Project Development......................6A
Trip Distribution.............................................8
Daily Traffic Assignment......................................S
Peak Hour Development Traffic.................................8
Trip Distribution Percentages Figure #2....................9
Trip Distribution Percentages Figure #2A..................10
Trip Distribution Percentages Figure #2B..................ll
Trip Distribution Percentages Figure #2C..................12
Trip Distribution Percentages Figure #2D..................13
Average Daily Development Traffic Assigned -- Figure #3......14
Area Average Daily Traffic Assigned -- Figure #4.............15
Peak Hour Traffic Assignment.................................17
Traffic Performance Standards Category Evaluations...........17
AM Peak Development Hourly Traffic -- Figure #5..............18
PM Peak Development Hourly Traffic -- Figure #6..............19
Traffic Performance Standard Evaluation -- Figure #7.........20
Highway Capacity Analysis....................................21
Highway Link Capacity -- Figure #8...........................22
Table 4 _ Highway Capacity Level Of Service Summary.........23
SW 8th Street Corridor Highway Requirements..................25
Fair Share Traffic Impact Fees...............................26
Conclusions................................................. .27
Appendix "A"
Appendix "B"
Appendix "c"
Traffic Counts
Highway Capacity Analysis
Trip Analysis On 1ST Baptist Church Facilities
- -- ---_._-,-----_....-----~--
MURRAY -DUDECK & ASSOCIATES
INTRODUCTION
------------
------------
The purpose of this traffic report is to undertake a detailed traffic
impact analysis on Woolbright P.U.D., Woolbright P.C.D./Office, and
Woolbright P.C.D./Shopping Center. All calculation were based on the land
use data presented in Kilday & Associates, Landscape Architects/Planners
site plans. Included in the overall analysis will be a traffic assessment
of active projects in the vicinity of Woolbright Road & SW 8th Street, so
that accurate transportation needs & improvements can be established &
implemented, which will insure the maintenance of a reasonable traffic
level of service. Other specific projects included in the analysis were:
Palm Beach Commerce Center, Pylon Interstate Park, the Ml Parcel between RR
& 1-95, and projects approved along Woolbright Road to Congress Avenue & in
the vicinity of that intersection. For further details, refer to Table #1 &
Figure A.
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Murray Dudeck &
Associates, Traffic Engineering Consultants have been retained by
Tradewinds Development Corporation to investigate and determine the overall
traffic impacts created by the several proposed & approved developments.
flow and safety issues are properly
To ensure
addressed,
Woo1b
w
e
e
to assess the deve10 ment acc ion
s~ ltlona y, a e 81
co~ducted to obtaln any ln ormation on other projects.
&\w:j.lli_!;liIt-~{;>_J :g~.M~ Wy'OdS!liM at th~ criti~al
o taine from Palm Beach ~ounty & t~e Department of
Transporta lon an were con uc ~by MURRAY-DUDECK & ASSOCIATES. This data
is reflected in Appendix "A". Likewise, an examination of the surrounding
highway network & adjacent trip attractions & trip productions was made, to
be determine realistic route selections and trip patterns.
-1-
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MURRAY.DUDECK & ASSOCIATES
SHE LOCATIO!; MAP
Figure ~]
t 'ORTlI
~================
Old Boynton Beach Rd,
1-95
Boynton Beach Rd.
.
Ocean Drive
. **********
Congress
Ave.
**************
* Woolbright *
* Place PUD *
· * Ml *
· * Parcel *
***********
************;~*
* Woolbright *
* Center *
**************
* Shoppes At *
* l\oolbright *
* Place *
**************
1-95 SB
Off-Ramp
1-95 t\B
On-Ramp
************~::*
**************
Woolbright Rd.
.
*******************
* Palm Beach *
* Commerce Center *
******************~
1-95 SB
On-Ramp
1-95 t\B
Off-Ramp
1-95
SI,' 8th St.
-2-
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----" --~._~----_._-~---
MURRAY -DUDECK & ASSOCIATES
PROJECT LAND USE DATA
---------------------
---------------------
The "Traffic Impact Analysis" was based on the site plan data obtained
from Kilday & Associates for Woolbright P.U.D., for Woolbright
P.C.D./Office and for Woolbright P.C.D./Shopping Center. Specifically, the
pertinent data used for traffic engineering purposes is as follows:
...........................................................................
...........................................................................
Project Description
Proposed
-------------------
-------------------
--------
--------
Woolbright PUD
--------------
a. multi-family units
b. church--school
1. 1st. phase
618 d.u.
2. 2nd. phase
500 seat church
100 school students
fellowship hall
500 school students
1,200 seat church
11.0 acres
3. 3rd. phase
c. recreational
Woolbright PCD / Office
-----------------------
a. bank
b. general office
5,000 sf
35,000 sf
-------
-------
40,000 sf
Woolbright PCD / Shopping Center
--------------------------------
a. main center
b. outparce1 #1
c. out parcel #2
168,000 sf
3,000 sf
3,000 sf
-------
-------
...........................................................................
...........................................................................
174,000 sf
TRIP GENERATION
---------------
---------------
In determining the trip generation for the proposed project it was
necessary to use the Institute of Transportations Engineers Trip
Generation--Third Edition Publication and recent update trip generation
data. Additionally, data from other traffic studies prepared by
MURRAY-DUDECK & ASSOCIATES was referenced. u1 ns
raffic eneration an
O~~~T~~iOR canacmt~
-3-
MURRAY -DUDECK & ASSOCIATES
TABLE 1
-------
-------
OTHER FUTURE TRAFFIC FROM POTENTIAL DEVELOPMENT
===============================================
WOOLBRIGHT ROAD CORRIDOR BETWEEN 1-95 & CONGRESS AVENUE
=======================================================
Map #
Description
Status Unit Size Trip Rate
------ --------- ---------
------ --------- ---------
P 174,400 sf 14.3 T/ksf
0--30% 202,000 sf 4.88 T/ksf
V--70% 202,000 sf 4.88 T/ksf
P 164,400 sf 4.88 T/ksf
P 150 rooms
(70% occupancy) 10.14 T/or
------------------
------------------
1
Boynton Commerce Center
a. office
b. office/warehouse
1. existing
2. proposed
c. hotel
d. multi-land use development = 5,051 x 25% ~,~;:;
p......~
new trips
Daily Trips
-----------
-----------
2,494 vpd
(296)vpd
690 vpd
802 vpd
1,065 vpd
----
5,051 vpd
= 1,263 vpd
-----
= 3,788 vpd
2 Pylon Interstate
a. office
1. existing V--I00% 26,000 sf 17.7 T/ksf 460 vpd
2. proposed P 184,000 sf 14.3 T/ksf 2,631 vpd
b. hotel P 150 rooms
(70% occupancy) 10.14 T/or 1,065 vpd
c. bank P 3,000 sf 192 T/ksf 576 vpd
d. restaurant P 6,000 sf 74.9 T/ksf 449 vpd
----
5,181 vpd
e. multi-land use development = 5,181 x 25% = 1 295 vpd
-----
new trips = 3,886 vpd
3 DR. Chua--Medica1 Office P 26,000 sf 54.6 1,420 vpd
4 Woolbright Prof. Bldg. UC 81,213 sf 17.7 T/ksf 1,437 vpd
5 Woolbright Corporate Center
a. existing 0--50% 53,000 sf 17.7 T/ksf (469)vpd
V--50% 53,000 sf 17.7 T/ksf 469 vpd
b. just built V--I00% 53,000 sf 17.7 T/ksf 938 vpd
6 2300 Building P 6,184 sf 17.7 T/ksf 109 vpd
7 Congress Prof. Center
a. existing 0--25% 53,000 sf 17.7 T/ksf (235)vpd
V--75% 53,000 sf 17.7 T/ksf 703 vpd
8 Glendale Federal P 34,848 sf 17.7 T/ksf 617 vpd
9 Ml Property AP 20 acres 62.8 T/acre 1,256 vpd
10 Envirocivil Office P 50,000 sf 17.7 T/ksf 885
----
Existing Trips = (l,OOO)vpd New Trips = 15,508 vpd
...........................................................................
...........................................................................
Status: P=proposed, O=occupied, V=vacant, AP=anticipated proposed
UC=under construction
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~ ~'\~~S~~(~'~~~]f 2
::,; u l.;.:c".'
'" W"
V) II 0' i
~.!
t':I.: UI'l I
~
~
\;
'lit
co
It)
1'1
II
~ ---;
i....j
.....
o
'I""
co
--_.._._--~---,._------,.~----'---_.__.,.
MURRAY -DUDECK & ASSOCIATES
TABLE 2
-------
-------
FUTURE TRAFFIC FRO~I PROJECT DEVELOPMENT
======================================
BASED ON EXISTING LAND USE DESIGNATION
======================================
Map # Description Status Unit Size Trip Rate Daily Trips
---- ------------------ ------ --------- --------- -----------
------------------ ------ --------- --------- -----------
1 RIA -- Single Family P 339 du 10 T/du 3,390 vpd
2 R3 - Multi-Family P 127 du 7 T/du 889 vpd
3 C2 -- Office P 32,580 sf 17.7 T/ksf 577 vpd
4 C2 - Retail P 135,000 sf 66.7 T/ksf 9,005 vpd
5 REC -- Recreational P 3.0 acres 50 T/acre 150 vpd
----- j
14,011 vpd
...........................................................................
...........................................................................
Multi-Land Use Development
14,011 x 25%
= 3,503 vpd
...........................................................................
...........................................................................
Passing Retail Trips
9,005 x 25%
= 2,251 vpd
...........................................................................
...........................................................................
Resulting External Trips:
14,011 - 3,503
= 10,508 vpd
...........................................................................
...........................................................................
Resulting New External Trips
10,508 - 2,251
= 8,257 vpd
...........................................................................
...........................................................................
Status: P=proposed
-5-
i ~ '"
.. .' H
""
L . ~
Z W "'
. :>
'" c tIl Q
~ . ::>
.. 0 ~
~ .. p
U ~
S
'" H
.. I
.. I
E-<
'" Z
u
.. ~
"
i:l ""
I 0
!( H
w
"' :> . .
! w .
~ c
:t: p 0
~
It)
- ,
;::':: /
.. -'.-
,--.-.....
;; ";,
~J_ ~ G
M
~
'"
V)
~
0.: ""
s:. : JI
~ ~ I
\:i::) ,!'
c[l=L'
K
i1J ~,~~: I,
.i!.-J:-_.~' ,
.~i .:~'~.~gf{'
r '.~. f.-f-~':*~-:}: ~
-"'0',------,_.
l'l
a
.
u
l,'b~.'L-'1
-.....~ . .
, ",;:j,
I ~'~ I
o ~ ,..r~,-'
o.~ c=' I
:t,;; ~
"ot I
...\
, II'
'061 ./1I!?IW1(?{?A1
o
::)
[l
-'"
.
.-:<
IT"
"
':;4
:p
.Jp
, ---
, '
C_~. I
MURRAY -DUDECK & ASSOCIATES
TABLE 3
-------
-------
FUTURE TRAFFIC FROM PROJECT DEVELOPMENT
---------------------------------------
---------------------------------------
BASED ON REVISED LAND USE DESIGNATION
-------------------------------------
-------------------------------------
Map #
Description
Status Unit Size
Trip Rate
Daily Trips
------------------
------------------
------ ---------
------ ---------
---------
--------
-----------
-----------
A Woolbright PUD
3.
4.
5.
multi-family P 618 du 6.6 T/du 4,079 vpd
church- P 1200 seats
a. weekday 10% occupancy 1.0 T/seat 120 vpd
b. weekend
1. 1st service 50% occupancy 0.8 T/seat ~pd
2. 2nd service 80% occupancy 0.8 T/seat JJ6B}vpd
3. evening service 60% occupancy 0.8 T/seat ( 5.26+".pd
fellowship hall P 10% occupancy 1.0 T/seat ,-
120 vpd
school P 500 students 1.02 T/stud. 510 vpd
recreational P 11.0 acres 25 T/acre 275 vpd
-----
5,104 vpd
1.
2.
B Woolbright PCD / Office
-----------------------
a. bank
b. general office
P
P
3,000 sf
35,000 sf
192 T/ksf
17.7 T/ksf
576 vpd
620 vpd
1,196 vpd
C Woolbright PCD / Shopping
P
174,000 sf 62.0 T/ksf 10,788 vpd
-------------------------
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
1.
.....o.flo,..t-.
-6-
z
~ ""
:>::
p.. u
" > . 0
"' . u H
" w
z "" ..
~ " :> "
.
'^ . "" Q
w ; . p
... < ~
~ "
i:i H
~ U
""
'^ ...,
" 0
.. ~
" p..
u
l'l p
i: ""
U:J
I 0
ti p..
.. 0 .
~ ~ "
:Ii p.. ~ :<
c
(.)
,_ _."' _.____,~. H~_
~t ~ J:. f-;iT~1 ~p i:j ~{'
IX t;;lJ!lli i' '+"
;~'~~',;-::-0J~; ;..:_~
_.c ~,,,n!}, I'" I ::l
~ }~.~~:~h~U.J~ ; -~ c.
~ '==c.
,---"
(.)
ID
'"
::,;
,
'"
~
~
~
~
0" I
'~~~:~J\::iI~~' .-
I ,.-j --..~~--7; u
,-- '~"- '-~':
Ii
,
::l I I:
-~~~
,:0.,=, 8: I
-. . <Lt
! 11-1- '.!~
M
IX
.
u
r','I:I,'IU','--: -I
:"'ln~~i
I ~\, I
o. ,.r$
'b~"
g~. 1
OJ: 1
"~ '
II'
'(J,J/ ./1I9lWlfJfJ/If
u
o
:l
~
w
.
~.
II"
"
~4
::lJ
-IP
,
i :~ !
=M:iJ)xr
MURRAY -DUDECK & ASSOCIATES
A,.J ~~
............................................. A...... oJ}. '"'..~................. \}I-t .;'
. . . . , . . . . . . . , , , . . . . . . . . . . . . . , . . . , . . . 'j.IJ' . . , pC"'-; , , . . 'r': r. , . . . . . . . , , . . , . , . . ':rV' c>,'
Multi-Land Use Trip Reduction; (5,104 + 1,196 + 10,788) x 25% ; 4,272 vpd vLV"
"
...........................................................................
.....,......................................................................
DRIVEWAY VOLUMES VS. TRAFFIC ADDED TO THE STREET SYSTEM is a very
important issue when you are dealing with commercial shopping centers. It
has been recognized for a number of years that such a development does not
produce all new trips, however the data collection has been somewhat
limited and traffic reports did not include an adjustment for these facts.
Furthermore, the data clearly indicates that the passin~ motorists is more
/1eadilY attracted to the smaller, local shopping ~"IlCJPs than the major
plazas. For a center such as the Woolbright PCD / Shopping Center, it is
reasonable & conservative to deduct 25% of the trips as passing trips,
I since data collected on comparable sites exceeded 35%.
I : : : : : : : : : : : : : : : : : : : : : : : : ti>J : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :.:)l../'
( ?~~ .~~~~~~~~~..~... ~~: ~~~.~. ~~~...~.. ~:~~~ ,~~~...,.,............. <'~~:'...
\ / . . . , .. , , , , . . . . . . . . . . .. .. . . . .. . . , . . . . . . .. . . . , . , . . .. , . , , . . . . , . . . . . , . . .. .. . . , .
\!
\
'~l)
Resulting External Trips
------------------------
------------------------
Multi-Land Use Trip
- 1,276 ; 3,828 vpd
- ,~9; 897 vpd
-(2,69) ; 8,091 vpd
~j ~~~~6 j
.':::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::
;
b.
residential
office/bank
shopping center
;
5,104
1,196
10,788
a.
c.
;
Resulting New External Trips
----------------------------
----------------------------
12,816
Passing Trips
2,69;')
New External Trips
External Trips
10 ,119 vpd
...........................................................................
...................,........................................................
Status: P;proposed
** NOTE: (1,824 vpd) is weekend Church traffic which is not
included in the daily traffic figures
-7-
MURRAY -DUDECK It ASSOCIATES
TRIP DISTRIBUTION
-----------------
-----------------
To determine realistic traffic distribution percentages, it is
important to recognize the trip production & attraction characteristics,
which are classified under TRIP PURPOSES. Also, motorists select specific
routes based on travel comfort, travel time, travel safety, etc. Thus it is
important to recognize the alternative highway links in considering trip
route selection. Therefore after a careful review and evaluation of the
surrounding trip influencing factors, the trip percentage distributions
were determined as depicted in the Trip Distribution Percentages -- Figure
#2, #2A, #2B, #2C, & #2D.
DAILY TRAFFIC ASSIGNMENT
------------------------
------------------------
By utilizing the trip distribution percentages indicated in Figure #2,
#2A, #2B, #2C, & #2D the various project traffic on each affected highway
link within the area of influence can be determined. The computations are
depicted in Average Daily Development Traffic Assigned -- Figure #3.
To determine the overall impacts on the transportation network, it is
necessary to recognize the traffic impacts on each of the highway links
within the area of influence of the subject development. Therefore, the
traffic levels under current conditions and due to the project generated
traffic have to be assigned onto the transportation network. The critical
traffic figures, which includes the existing traffic, the related
development traffic, and background traffic from other adjacent approved
projects, are depicted in the Area Average Daily Traffic Assigned -- Figure
#4.
PEAK HOUR DEVELOPMENT TRAFFIC
-----------------------------
-----------------------------
Since the real traffic impact is measured by calculating the peak hour
capacity impacts at critical nodal points, it is important to determine the
average peak hour traffic. Based on the various land use projects, the
evening peak hour period is the most critical time. However, the morning
peak hour period will generate substantial levels of traffic, especially
the office land use category and usually different critical lane
requirements are needed for this peak period. Therefore, both peak hour
periods were calculated by using the lTE peak period trip rates and
updated trips presented in other ITE publications fo11o~s:
-8-
-
TRIP DISTRIBUTION PERCENTAGES (residential/school/church)
----------------------------- t NORTH
-----------------------------
Figure #2
Old Boynton Beach Rd.
(5%) 5%
Y .
~ 5% ~ (15%) Boynton Beach Rd.
~ (5%) ~ 15%
Y 1
Y 1 (25%) 25%
15% (15%)
~ 10% Ocean Drive
~ (10%)
(35%) 35%
" \.
y A 1-95 SB 1-95 NB
Y . Off-Ramp On-Ramp
5% (5%) *5%*
65% (65%) (20%) 20%
_Woo1bright_ ...,Rd._15% ~ (40%) -- t (20%)~ !.-<5%)~
(15%)~ - 40% ~ '- 25%~ 5%~
~
5% (5%) 10% (10%) 15% (15%)
Y J Y . 1-95 SB 1-95 NB
Congress Ave. On-Ramp Off-Ramp
SW 8th St.
LEGEND
******
" (65%) Ingressing Traffic Distribution
65% Egressing Traffic Distribution
*5%* Residential Off-system Trip Percent Attraction
-9-
MURRAY DUDECK & ASSOCIATES
.--~_.-------,.,---------- -.----.--------..-
MURRAY -DUDECK & ASSOCIATES
TRIP DISTRIBUTION PERCENTAGES (office)
Figure #2A
r~
-----------------------------
-----------------------------
Old Boynton Beach Rd.
--(5%)
~ 5%
Boynton Beach Rd.
y .
y . (5%) 5%
15% (15%)
-- 5% Ocean Drive
~(5%)
(10%) 10%
" ~
y . 1-95 SB 1-95 NB
5% Y l Off-Ramp On-Ramp
10% (10%) (5%)
A 90% (90%) (25%) 25%
~ ~(10%) -
Woo1bri ht Rd. 20%- 60% -- 35% __
(20%)~ 60. ~ '" 35.~ 10% ~
~ ~
5% (5%) 10% (10%) 25% (25%)
Y . Y . 1-95 SB 1-95 NB
Congress Ave. On-Ramp Off-Ramp
SW 8th St.
LEGEND
******
(60%) Ingressing Traffic Distribution
60% Egressing Traffic Distribution
-10-
==M~
MURRAY -DUDECK & ASSOCIATES
TRIP DISTRIBUTION PERCENTAGES (shopping)
Figure #2B
t NORTH
-----------------------------
-----------------------------
Old Boynton Beach Rd.
-- 5%
___ (5%)
Boynton Beach Rd.
--.: ~ *5%*
(10%) 10%
Y 1
,'" 10% -- Ocean Drive
(10%) ---
*5%* (20%) 20%
" ~
,
15%
1
(15%)
*10%*
Y 1
80% (80%)
1-95 SB
Off-Ramp
1-95 NB
On-Ramp
5%
Y
(5%)
1
10% (10%)
Y .
(10%)
t
"
10%
10%
(35%)-- ~(20%)--
35% ~ -\.20% ---
(10%)
_Woo1bright_ .....,Rd._30%-- _(40%)--
(30%)_ 40% ___
Congress Ave.
1-95 SB
On-Ramp
1-95 NB
Off-Ramp
SW 8th St.
LEGEND
******
(80%) Ingressing Traffic Distribution
80% Egressing Traffic Distribution
*10%* Residential Off-system Trip Percent Attraction
-11-
I
y
(15%)
<10%>
y
5%
[5%]
=MSxr
MURRAY -DUDECK & ASSOCIATES
TRIP DISTRIBUTION PERCENTAGES (other SW8th St. projects)
-----------------------------
-----------------------------
Figure #2C
NORTH
+
Old Boynton Beach Rd.
- (5%)
~ 5%
Boynton Beach Rd.
(5%) 5%
Y .
- 5% Ocean Drive
~(5%)
(10%) 10%
" \-
.
1-95 SB
Off-Ramp
1-95 NB
On-Ramp
100% -
y . (100%) ~
90% (90%) (30%) 30%
<10%> [10%] <30%> [30%]
~~ t A
f -- - - <10%>_
_Woolbright Rd 20%L 20%_ _(65%)_<70%>_ _(35%) <40%> _ (5%)
, <20%> (20%) 65% [70%].... 35% [40%] 5% ___
~ ___ ~,~ '" [10%]
(5%) 5% (5%) 30% (30%)
<5%> <100%> [100%] [30%] <30%>
y .
15%
[10%]
1-95 SB
On-Ramp
1-95 NB
Off-Ramp
Congress Ave.
(90%)
90%
<100%>
[100%]
*5%*
SW 8th St.
LEGEND
******
Ingressing Traffic Distribution For Ml Property
Egressing Traffic Distribution For Ml Property
Ingressing Traffic Distribution For Palm Beach Commerce Center
Egressing Traffic Distribution For Palm Beach Commerce Center
Residential Off-system Trip Percent Attraction
-12-
_____..~...__ ~ _.___._____.___.____w~__.~_______~_
MURRAY -DUDECK & ASSOCIATES
-----------------------------
-----------------------------
TRIP DISTRIBUTION PERCENTAGES (offices along Woolbright & Congress)
Figure #2D
y .
15% (15%)
_(5%)
~ 5%
5% - Boynton Beach Rd.
(5%) ~
y .
25% (25%)
~ 5% Ocean Drive
y . (5%)
30% (30%)
y . y .
35% (35%)
10% (10%)
- -(30%)
Woolbright Rd. 50%
~O%) ~ 30%
(15%) 15% 10% ( 10%)
Y . y .
SW 8th St.
(10%) 10%
Y .
Congress Ave.
LEGEND
******
15% Ingressing Traffic Distribution
(15%) Egressing Traffic Distribution
-13-
NORTH
t
1-95 SB
Off-Ramp
1-95 NB
On-Ramp
(10%)
j-
'"
10%
10%
~ 10%) -
10%~
~(20%)
:- 20% \-
(10%)
1-95 SB
On-Ramp
1-95 NB
Off-Ramp
MURRAY -DUDECK " ASSOCIATES
AVERAGE DAILY DEVELOPMENT TRAFFIC ASSIGNED
Figure #3 + NORTH
Old Boynton Beach Rd.
Boynton Beach Rd.
191 .,f 957 \.. 574
[00] [45] -- [45]
( 270) (539) (00)
<461> <1541> <619>
*00* *63* *63*
-00- -00- -00-
329 00 329 Ocean Drive
383 383
[45] [45] 383 861
(270) (540) [112] [314]
<698> <968> (270) (1618)
*63* *63* <765> <2793> ,
-00- -00- *188* *440* t
\-191 {329} rOO} 1340 .( -1151- -3070-
574 2488 [329) [1315}
[90] [135] [90] [807]
(809) (1079) (1079) (4315) 1-95 SB \
<1090> <1788> <2509> <7610> Off-Ramp
*188* *251* *126* *1130*
-767- -1151- -00- ~ -767-
[1973} [3289} {OO} [658}
Woolbri ht Rd.
574 .( \.1531 287
'" 191 [112] ,
[45] [179] 383 -- [538] (270)
(270) (1618) [90] (2158) <669> 1-95 SB 1-95 NB
<506> <2371> (539) <4227> *188* On-Ramp Off-Ramp
*63* *251* <1012> *816* -1151-
-384- -1535- *63* -5372- [329) 287 191
[658} [3289} -7674- {1973} [112] [90]
Congress [658} SW 8th St. (270) (1078)
Ave. <669> <1359>
*188* *64*
LEGEND -1151- -768-
****** [329} [657}
------------------------------------------
------------------------------------------
1531
[538]
(2158)
<4227>
*816*
-5372-
[1973}
Woolbright Place PUD (Residential/School/Church) Daily Traffic
Woolbright Center (Office) Daily Traffic
Shoppes At Woolbright Place (Shopping) Daily Traffic
Total Project Development Daily Traffic
Ml Parcel (Other Project) Daily Traffic
Boynton Commerce Center (Other Project) Daily Traffic
Offices Along Woolbright Rd. & Congress Ave.
-14-
="'~
MURRAY -DUDECK & ASSOCIATES
PROJECTED AVERAGE DAILY TRAFFIC BASED ON PROPOSED LAND USE ZONING
=================================================================
Figure 4
+ NORTH
Old Boynton Beach Rd.
28798
(461)
[29259]
<329>
(29588)
"
15078
(1090)
[16168]
<2928>
(19096)
\.. 15078
~ (506)
[15584]
<11 05>
(16689)
Congress
Ave.
nton Beach Rd.
--(
28798
( 619)
[29417]
<329>
(29746)
Ocean Drive
14031
(1788 )
[15819]
<4691>
(20510)
18375
(2793)
[ 21168]
<4825>
(25993 )
14060
(680)
[14740]
<745>
(15485)
""-
Seacrest
Blvd
1-95 SB
Off-Ramp
1-95 NB
On-Ramp
Woo1bri ht
t Rd.
..(
14031
(2371)
[16402]
<5075>
(21477)
14031
( 4227)
[18258]
<8161>
(26419)
1-95 SB
On-Ramp
1-95 I
1-95 NB
Off-Ramp
16295
22718 (340) ,
( 1359) [16635]
[ 24077 ] <373>
<1489> (17008)
(25566)
SW 8th St.
LEGEND
******
14031
(2371)
[16402]
<5075>
(21477)
Existing 1985 Average Daily Traffic
Development Average Daily Traffic
Existing + Development Average Daily Traffic
Other Potential Woolbright Road Development Daily Traffic
Existing + Development + Other Background Average Daily Traffic
-15-
MURRAY -DUDECK & ASSOCIATES
Peak Hour Percentage Of The Daily Trip Generations
~=================================================
Type of Development AM PM
In Out In Out
-------------------
Residential PUD 1.6% 6.6% 6.6% 3.3%
Office Business Park 7.9% 1.5% 2.2% 8.3%
Office < 100,000 sf. 8.2% 1.4% 1.1% 6.4%
Shopping Center 1.3% 1.1% 4.3% 4.7%
M-l 6.8% 6.8% 6.5% 6.5%
-16-
MURRAY -DUDECK Be ASSOCIATES
PEAK HOUR TRAFFIC ASSIGNMENT
----------------------------
----------------------------
Based on the aforementioned peak hour data, the development traffic &
other related project traffic are assigned to the critical adjacent
intersections as depicted in the AM & PM Development Hourly Traffic -- #5 &
#6.
TRAFFIC PERFORMANCE STANDARDS CATEGORY EVALUATIONS
--------------------------------------------------
--------------------------------------------------
As mandated by Palm Beach County, all highway links within the
influence area of traffic impact have to be analysed to determine if there
are critical traffic capacity constraints. Specifically, when the existing
daily traffic is over level of service "D" on any link and the development
significantly impacts the traffic level, then the project is a Category
~~~~~i:~1~~U2ti~j[2~~;fi~~i~~a~~ ~~!~~1~:
Thus a detailed analysis of the daily traffic on the "19" affected
links within the traffic zone of influence was undertaken. The results are
depicted in the Traffic Performance Standard Evaluation -- Figure #7. Based
on this evaluation the following comments are offered:
#1 In analyzing the daily traffic under the criteria in Category "A"
on all "19" affected links, the results indicated that the project
is not flagged as a Category "A" project. Therefore, this project
DOES NOT have to committ to offsite roadway improvements, before
even being considered a viable project submission.
#2 Under the proposed development at full capacity the project is a
Category "B" Project.
#3
Under Category "B"
generate traffic in
assumed a 4-1ane
necessary.
phasing examination, this project does
excess of the standard, if Congress Avenue
divided section. Thus phasing will not
not
is
be
-17-
=M~
MURRAY -DUDECK & ASSOCIATES
AM PEAK DEVELOPMENT HOURLY TRAFFIC
Figure 5
+ NORTH
----------------------------------
----------------------------------
Congress Ave.
[61][190]
(OO) (94)
<00> <34>
00 21
y '"
~ 23<36>(47}[127]
~ 17<21>(27}[116]
Woolbright
Rd.
Seacrest Blvd.
. ~
00 10
<00> <14>
(OO) (44)
[30] [94]
[70]
(43)
<12>
11
~
Woolbright Rd.
... 6<7>(22}[35]
SW 8th St.
[141][100][200]
(87) (lOa) (200)
<87><39><200>
70 35 145
Woolbright Rd. ~ Y '"
~110<165>(165}[165]
... 00 <00> (00}[162]
~OO <00>(424}[424]
[25](21)
[13](10}
[13] (10)
<15>13 ~
<8> 7"
<7> 7 "'"
~
6
<7>
(21)
[35]
[81] (72)
[28] (OO)
[130](121}
<72>55 ~
<00>00 ..
<00>00 "'"
~ . ~
00 24 00
<00><28> <00>
(22}(40) (81)
[76](40} (81)
1-95 NB On-Ramp
1-95 SB Off-Ramp
[300]
(246)
<64>
38 "'58 <87>(329}[~7]
Woolbright ~ Road
... 23<26> (86)[ 140]
[180](161}<115>86"
[117](108} <73>47"'"
~
[129](120}<85>59 ~ 35
[51] (41}<30>27" <61>
(243)
[297]
1-95 SB On-Ramp
1-95 NB Off-Ramp
LEGEND
******
86
<115>
(161)
[180]
Development AM Peak Hour Traffic
Development + M1 AM Peak Hour Traffic
Development + M1 + Boynton Commerce Center + Pylon Interstate ~I
Peak Hour Traffic
Development + M1 + Boynton Commerce Center + pylon Interstate +
Other Development Within Woolbright Road Corridor AM Peak Hour
Traffic
-18-
=M:f?)xr
MURRAY -DUDECK & ASSOCIATES
PM PEAK DEVELOPMENT HOURLY TRAFFIC
Figure 6
+ NORTH
==================================
Congress Ave.
[23][151]
(00) (78)
<00> <61>
00 49
, '"
~ 50 <62>(126)[201]
~ 22 <26> (58) [98]
Woolbright
Rd.
Seacrest Blvd.
J,. ~
00 26
<00> <30>
(00) (39)
[49][109]
[ 45]
(41)
<33>
31
~
WoolbriQ.ht Rd.
,
SW 8th St.
[87]
[43]
[43]
(65)<33>32 ~
(33)<17>16 ~
(33)<17>16 '"
[167][ 78][289]
~15<16>(20) [22] (160)(78)(289) ~246<299>(299)[299]
<160><61><289> ~OO <00> (00) [22]
144 57 236 ~ 00 <00> (118)[ 118]
Woolbright Rd. ~ , '"
~
16
<16>
(20)
[22]
[202](162)<162>146~
[126] (00) <00> 00 ~
[76] (34) <00> OO~
~ J,. ..,
00 61 00
<00> <65> <00>
(127)( 129)( 446)
[134)( 129)( 446)
1-95 NB On-Ramp
1-95 SB Off-Ramp
[158]
(151)
<100>
75 ~125<153>(220)[235]
Woo1bri"ht ~ Road
~ 62<65> (8l) [89]
[495](411)<156>128 ~
[316](274) <83> 58~
~
[322] (280) <89> 64 ~ 63
[173](131) <67> 64~ <88>
(139)
[146]
1-95 SB On-Ramp
1-95 NB Off-Ramp
--
128
<156>
(411)
[495]
LEGEND
******
Development PM Peak Hour Traffic
Development + M1 PM Peak Hour Traffic
Development + M1 + Boynton Commerce Center + Pylon Interstate PM
Peak Hour Traffic
Development + M1 + Boynton Commerce Center + Pylon Interstate +
Other Development Within Woolbright Road Corridor PM Peak Hour
Traffic
-19-
_._.._"---_.__...._---~_.-~_.._-,_.-._---~._----------~~--
=M~
MURRAY -DUDECK & ASSOCIATES
TRAFFIC PERFORMANCE STANDARD EVALUATION
;======================================
Figure #7
, NORTH
Old Boynton Beach Rd.
"ME"
<B>
nton Beach Rd.
"SI"
<B>
~
"ME"
<B>
Ocean Drive
~
.(
"SI"
<B>
"SI"
<B>
\- "SI" "SI" "SI"
"51" <B> <B>
<B> <B> /
Woolbri ht Rd.
~ / \-
"SI" "SI"
"SI" <B> <B>
<B> "SE" r
<B>
1-95 SB
Off-Ramp
1-95 NB
On-Ramp
"SI"
<B> ~
"SI" ,
<B> '''SI''
<B> "'"
"SI"~
<B>
"SI"
<B>
\-"SI"
<B>
1-95
1-95 SB
On-Ramp
1-95 NB
Off-Ramp
Congress
Ave.
SW 8th St.
LEGEND
******
<B> Performance Standard Category With Development Impacts
"51" Performance Standard Category With Significant Impacts
"SE" Performance Standard Category With Significant Effect
"ME" Performance Standard Category With Minor Effect
-20-
------_._----_.~._--~~----~-----
MURRAY -DUDECK & ASSOCIATES
HIGHWAY CAPACITY ANALYSIS
-------------------------
-------------------------
To determine the level of service of the adjacent highway links, which
the subject project will impact, it is essential to examine the highway
carrying capacity. ~ra~nn~hl~ - ~ <n -r-h/e traffic movement can be
achieved if the roadway sections are operating at or above level of service
~ For a 2-lane undivided highway a total of 15,800 vehicles per day
results in "D" service, for a 4-1ane divided highway the figure is 36,000
vehicles per day, for a 6-lane divided highway the figure is 55,800
vehicles per day. These service volumes were taken from the Table 31-1 of
the acceptable DRI standards of which a copy is included in Appendix "B".
Furthermore, to achieve thp __r<_nm nv- ~ ~ traffic flow it requires that
all links operate at level of s~ or better, which is 13,100
vehicles per day for a 2-lane un~way, 30,000 vehicles per day
for a 4-1ane divided roadway, 46,400 vehicles per day for a 6-1ane divided
roadway.
A careful examination of the
was made so that the highway link
determined. Under the exist'
Avenue b
daily traffic figures shown in Figure #4
capacities (refer to Figure #8) could be
. .
ess
f the
To determine the peak hour impacts, it is necessary to evaluate the
traffic movements at the critical adjacent intersections, which are
W~' ilili!!i Ii. :i'1'I Iii_II "rreet, lfnnlhrjohr RM~ f' _T,Q~ r~m"O ~
~ Uilbr;~h; ~~iQ and "~Arrp~r .~~~~rd ~. Woolbright R~
uti izing the Transportation Research CircUlar #2Y~, f~e crlt1cal ~ovement
~~al~~:~_~~he,,~tu;l l~el ~f~se;~i~es ~~a;
~pi:"_~1~~~;~~~~~~. ~;~:~E:::<~_;~
c 't def" . it will be necessar to incor orate cert' os' 've
t c 0 erat10na 1m &
. '\lV"wri i"r< Vi [prUi.,
liln.il!i:..J.l'"Il~1.rJ~ti~ r.al~~lJd!. ~~ii.lr"j-rr* lII'llill -f ra:>se
~r~~t~ I~ Illlnor\ ,~,IU@.~"..l,~~xa.~..~~"'.w.J",."'-U;llli?i1l.L Ib"~ ,tlJE
~~~~~s.jn~Fn-i~.
-21-
~....-_._-----~--~------_._-~~~----
MURRAY -DUDECK & ASSOCIATES
HIGHWAY LINK CAPACITIES UNDER PROPOSED LAND USE ZONING
======================================================
Figure 8 , NORTH
Old Boynton Beach Rd.
Bo nton Beach Rd.
A .( ~
"A" A
<A> "An
<A>
Ocean Drive
\. ***
D A A
liD" "An "A")
<E> <A> <A>
, 1-1001 bri
~D *** ~
A A A
"D" "An "AIt "An
<E> <A> <A> <C>
A
"An
Seacrest
Blvd
<B>~ '
1-95 SB
Off-Ramp
ht
A
"An
1-95 NB
On-Ramp
Rd.
<A> ""'-
1-95
1-95 SB
On-Ramp
1-95 NB
Off-Ramp
1
A
"A"
<A>
B
"B"
<B>
Congress
Ave.
SW 8th St.
LEGEND
******
A Highway Link Capacity With Existing 1985 Average Daily Traffic
"An Highway Link Capacity With Existing 1985 Average Daily Traffic +
Development Average Daily Traffic
<A> Highway Link Capacity With Existing 1985 Average Daily Traffic +
Development Average Daily Traffic + Other Woolbright Road Project
Average Daily Traffic
*** Capacities With 5-Year Work Program Improvements
NOTE: Link Capacities Based On Updated DRI Table 31-1 Daily Service Volumes
-22-
--~_._---_._..,.----_..._.._-_.-..._-~._..._- - ---~---~--~---~-----"--
MURRAY -DUDECK & ASSOCIATES
TABLE 4
------
-------
HIGHWAY CAPACITY LEVEL OF SERVICE S~~RY
-----------------------------------------
-----------------------------------------
Description
Level of Service
----------------
----------------
----------
----------
I) Woolbright Road & SW 8th Street
-------------------------------
a. AM Existing+Deve10pment+M1+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes for WB/EB "c"
b. PM EXisting+Deve10pment+M1+Boynton Commerce
Center+Pylon+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes
for WB/EB + free right
"C/D"
II) Woolbright Road & 1-95 -- West Signal
a. AM Existing+Deve1opment+M1+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + Free Right Merge
"B"
b. PM Existing+Development+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + Free Right Merge
"C/D"
III) Woolbright Road & 1-95 -- East Signal
a. AM Existing+Deve1opment+Ml+Boynton Commerce
Center+Pylon+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes NB/EB
"e"
b. PM Existing+Deve10pment+M1+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes NB/EB
"e"
-Z3-
=M:i5)xr-
MURRAY -DUDECK & ASSOCIATES
TABLE 4 (continued)
-------------------
-------------------
HIGID,AY CAPACITY LEVEL OF SERVICE SUMMARY
-----------------------------------------
-----------------------------------------
Description
Level of Service
-----------
-----------
----------------
----------------
III) Seacrest Boulevard & Woolbright Road
a. AM Existing+Deve1opment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. Existing Geometrics + 25% RTOR
"B"
b. PM Existing+Deve10pment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. Existing Geometries + 25% RTOR
"n"
c. PM Existing Peak Hour Traffic(PHT)
"D"
IV) Congress Avenue & Woolbright Road
a. AM Existing+Deve10pment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. With Congress Avenue Improvements
"A"
b. PM Existing+Deve1opment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. With Congress Avenue Improvements
"B"
-;2'1-
MURRAY -DUDECK & ASSOCIATES
SW 8TH STREET CORRIDOR HIGHWAY REQUIREMENTS
-------------------------------------------
-------------------------------------------
To properly serve the proposed development and to provide safe &
reasonable highway conditions for the traveling public, it is essential to
establish recognized transportation guidelines for the SW 8th Street
corridor. The following comments address the recommended highway
requirements:
#1 SW 8th Street shall be constructed as a 4-1ane divided highway between
Woolbright Road & the Industrial Access Road to the Ml property.
#2 Only one median opening shall be provided between Woolbright Road &
the Industrial Access Road, which shall jointly serve the office
complex on the westside & the shopping area on the eastside. The
median shall be spaced midway between the two intersecting roadways.
#3 In developing the main access to the church, it shall be aligned
directly opposite the Industrial Access Road, so that a common median
opening can be utilized.
#4 The Industrial Access Road shall be a 2-1ane undivided highway with
adequate right of way to expand to a 4-lane urban collector.
#5 A secondary access to the shopping center shall be positioned a
minimum of 330 feet from the intersection of SW 8th Street.
#6 The access to the residential housing sites shall be spaced so that a
minimum of 660 feet between access intersections or any sideroad
intersection be maintained. This will facilitate the construction of
left turn lanes & right turn lanes at these two access and thereby not
require that SW 8th Street be a 4-1ane divided highway thru this
section.
#8
The location of the access to the
be constructed directly opposite
on the westside of SW 8th Street.
residential housing parcel #2 shall
the access to the recreational area
#9 All development access onto SW 8th Street Road shall have a left turn
& right turn lane for both ingressing & egressing traffic.
#10 Access on Industrial Access Road shall have ingress turn lanes only.
#11 The intersection of Industrial Access Road & SW 8th Street shall
include two thru lanes, one left turn lane, & one right turn lane for
the north & south approaches and one left turn lane & one right-thru
lane for the east & west approaches.
-25-
MURRAY -DUDECK & ASSOCIATES
#12
The transition area between a 4-lane divided
undivided highway has to be carefully delineated
balance & continuity retained. Signing & pavement
incorporated into the design to insure positive
unexpected lane drop or lane change.
highway & 2-lane
and proper lane
markings shall be
guidance and no
#13 The intersection of SW 8th Street & Woolbright Road shall include a
double left turn 1ane,a single thru lane, and a free right turn lane
on the north & south approaches. The east approach shall include a
double left turn lane, two thru lanes, and a free right turn lane.
The west approach shall include a single left turn lane, two thru
lanes, and a free right turn lane. Also, the intersection shall be
signalized and coordinated & interconnected with the 1-95 signalized,
when the signal is warranted.
FAIR SHARE TRAFFIC IMPACT FEES
------------------------------
------------------------------
Based on the Palm Beach County Ordinance #85-10, developers are
required to pay a fair share fee for impacts created by their development
traffic. This ordinance has established fee rates for various type of lane
development activity. The following calculations depict the land
development categories, the dollar rate, and the total fee assessment:
...........................................................................
...........................................................................
Type of Land Development Activity
Units
Fee Rate/Unit
Cost
Multi-family residential
Church 1/7(1824)
School
618 du
261 vpd
510 vpd
$562.00
$26.79
$26.79
$347,316.00
$6,992.19
$13,662.90
General Offices
Shopping Center
38 ksf
174 ksf
$482.00
$1,752.00
$367,971.09
$18,316.00
$304,848.00
subtotal
=
development impact fees =
$691,135.09
-26-
MURRAY -DUDECK & ASSOCIATES
CONCLUSIONS
----------
-----------
#1 The proposed project will generate a substantial level of traffic
onto SW8th Street, therefore ALL the requirements stated in page 25 of this
report shall be incorporated, to insure proper traffic flow & safety.
#2 The project will generate a significant level of traffic onto
the highway system. However, since Woolbright Road has low daily traffic,
this roadway does not create a Category "A" situation. But the traffic
distributed onto Congress Avenue will create some problems, if you assume
that Congress Avenue is not going to be widened. However, in evaluating
the recent Palm Beach County 5-Year Work Program, this section of Congress
Avenue is scheduled to be 4-laned in fiscal year 86/87. This capacity &
safety improvement will eliminate the traffic concern on this section of
highway.
#3 The Palm Beach Commerce Center will be generating traffic
especially during the peak hours. However in the approval process there
were minimum improvements required. Probably the most critical improvement
necessary is a WB double left turn lane at SW8th Street & a EB double left
turn lane at 1-95 to accomodate the heavy morning peak hour traffic caused
by the Palm Beach Commerce Center development.
#4 Since the intersection of SW 8th Street is at the bottom of a
downgrade for westbound vehicles, it is essential that traffic flow be
smooth and coordinated. This will not eliminate the rearend accidents, but
can alleviate this real accident concern. Therefore, ALL the
intersectional improvements suggested in the SW 8th Street Corridor Highway
Requirements section are strongly recommended.
#5 All driveway accesses shall meet the sight triangle requirements.
#6 All necessary traffic controls shall be in conformance with the
Manual of Uniform Traffic Control Devices.
#8 In evaluating the magnitude of traffic impacts of each of the
projects, it is suggested that the fair share percentage impact of each
project be determined by using the following percentages derived from the
daily project generated traffic figures and the peak hour traffic, as
indiated on page 24 of this report.
-27-
MURRAY -DUDECK Be ASSOCIATES
#9 By enhancing SW 8th Street to Woolbright Road, it will encourage
motorists to use that route rather than proceeding north on SW 8th Street
to Boynton Beach Road or to Ocean Drive & Congress Avenue. To further
discourage these corridors, certain traffic controls such as reduced speed
limits, truck restriction, turn restrictions, traffic divertors, etc. could
be implemented if local problems result.
#10 SW 8th Street once built to the north, will provide a direct
connection between Woolbright Road & Boynton Beach Road. Certain minor
alignment & profile changes are recommended in conjunction with the
construction of the SW 8th Street extension. Further improvement of this
corridor has to be a City policy decision. Either thru measures indicated
in item #8 the City will decide to keep the volume low or thru right of way
acquisition & roadway expansion, improve the corridor so it serves as a
minor north--south collector.
#11 Since the 1-95 Northbound Off-Ramp signalized intersection will
be substantially impacted by the surrounding development, it is recommended
that this project construct a second northbound ramp left turn lane, so
that traffic proceeding westbound on Woolbright Road will have reduced
delay and the signalized intersection will have more green time on
Woolbright Road.
With the aforementioned transportation improvements, the traveling
public will not be adversely affected by the traffic generated by the
subject development.
-28-
-..-----.----.----..- --_.._--_.._~.,_.~-
==M-fJ).T
MURRAY -DUDECK & ASSOCIATES
APPENDIX "A"
==========:::==
MANUAL PEAK HOUR TRAFFIC COUNTS
~==============================
I) Intersection of Woolbright Road & 1-95 NB Off-Ramp
II) Intersection of Woolbright Road & 1-95 SB Off-Ramp
III) Intersection of Congress Avenue & Ocean Drive
i
IV) Intersection of Boynton Beach Road & SW 8th Street
\
-M€J11
VEHIClf t PlPlSlklAN VUlUHI SHEll
Loc.tion V-x>O,"- ~(LI "HI
J
.. .I..-~5
Smrl1/lfY 91("('\
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NO.
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State Road !3De\
loca.l N&lQt (:."1'1: ~....~ '\:l'...lC,
lnter.ection with
-.-
I:'I\..\ ,\ '..;'..J':-d .. al'\...-
SLD M
Cbunty 7,' L(~', i-:..u\.:: \\
Ci ty I~ ~',-""'IJ", ~lJ '\'I C A~ 1.-1.
Dete :.(;),) ~~/~jJ
"'eather r/.J7 fl"'lj-: !.I;' ,'ro'I,'
Cbservor
.
J.vg. Corm>erci&l Percer< t,
MorU. J.pproa~
SOUtil Approach
~s t AWroach
We~ t Approach
Wtmen! C"'-
r1Ir~
T,,'ol
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-
. ...
,If'' 10"
'"I \.! 'i 2-
"--tJ'::.:::~. - "1' i
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-"1-'-':' '-,
1..... ____:.. .~_i
t...._.___._..____.
,-.----.-' "'"/"::: :
.,,_. .
==AI:;})xr
MURRAY -DUDECK & ASSOCIATES
APPENDIX "B"
------------
------------
HIGHWAY CAPACITY ANALYSIS DETAIL
--------------------------------
--------------------------------
Description
Level of Service
-----------
-----------
----------------
----------------
I) Woolbright Road & SW 8th Street
-------------------------------
a. AM Existing+Deve1opment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes for "'BlEB "G"
b. PM Existing+Deve1opment+M1+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes
for WB/EB + free right
"G/D"
II) Woolbright Road & 1-95 -- West Signal
a. AM Existing+Deve10pment+M1+Boynton Commerce
Center+Pylon+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + Free Right Merge
"Bit
b. PM Existing+Deve10pment+M1+Boynton Commerce
Center+Pylon+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + Free Right Merge
"G/D"
III) Woolbright Road & 1-95 -- East Signal
a. AM Existing+Development+M1+Boynton Commerce
Center+Pylon+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes NB/EB
He"
b. PM Existing+Development+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. 4 lanes Woolbright Rd. + 2 left lanes NB/EB
"e"
MURRAY -DUDECK & ASSOCIATES
APPENDIX "B" (continued)
------------------------
------------------------
HIGHWAY CAPACITY ANALYSIS DETAILS
---------------------------------
---------------------------------
Description
Level of Service
-----------
-----------
----------------
----------------
III) Seacrest Boulevard & Woolbright Road
a. AM Existing+Deve10pment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. Existing Geometries + 25% RTOR
"B"
b. ~I Existing+Deve1opment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. Existing Geometries + 25% RTOR
"D"
c. ~I Existing Peak Hour Traffic(PHT)
"D"
IV) Congress Avenue & Woolbright Road
a. AM Existing+Deve10pment+Ml+Boynton Commerce
Center+Pylon+Other Peak Hour Traffic(PHT)
1. With Congress Avenue Improvements
"An
b. ~I Existing+Deve1opment+Ml+Boynton Commerce
Center+Py10n+Other Peak Hour Traffic(PHT)
1. With Congress Avenue Improvements
"B"
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
WOOLB & SWBTH W/WBEB2L & FREERT
AM EXIST+DLV+MI+BCC+PYLON+OTHER PHT
DATE OF COUNTS: 1/7/86
**********************************
LEVEL OF SERVICE C
SATURATION 76
CRITICAL N/S VOL 174
CRITICAL E/W VOL 1078
CRITICAL SUM 1252
*************************************
LANE GEOMIITRY
NORTIlBOUND SOUTHBOUND EASTBOUND WESTBOUKD
LANE MOV WIDTIJ MOV WlDTIl MOV WIDTIl MOV WIDTIl
1 R. . 12,0 R.. 12,0 R.. 12,0 R.. 12,0
2 Too 12.0 Too 12.0 T.. 12,0 Too 12,0
3 Loo 12.0 L.. 12.0 Too 12.0 Too 12.0
4 L.. 12.0 L.. 12.0 Loo 12.0 L.. 12.0
5 12,0 12.0 L.. 12.0 1., 12.0
6 12,0 12.0 12.0 12.0
TRAFFI C VOLUMES
NORTIlBOUND SOUTHBOUND EASTBOUND WESTBOUND
LEFT 76 200 81 424
THRU 40 100 1316 1383
RIGHT 0 0 0 0
TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR
NORTIlBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUND 5 0 .9
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTIl
G/C - NB & SB THRU
G/C - EB & WB THRU
:4. BOTH TURNS PROTECTED (WITH OVERLAP)
: 4. BOTH TURNS PROTECTED (WITH OVERLAP 1
1. 0 - 99 (#PEDS/HR)
: 100 SECONDS
: .15
: .44
CRITICAL LANE VOLUMES BY MOVDlENT
NORTHBOUND SOUTHBOUND EASTBOUND
THRU -RIGHT 46 116 806
LEFT 48 128 51
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND
INPlIT VOLUME 76 200 81
CAPACITY 197 257 0
NEED PHASE? N/A N/A N/A
~'ESTBOUND
847
272
WESTBOUND
424
o
N/A
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
WOOLB & SW8TH W/WBEB2L & FREERT
PM EXIST+DEV+MI+BCC+PYLON+OTHER PIIT
DATE OF COUNTS: 1/7/86
**********************************
LEVEL OF SERVICE D
SATURATION 78
CRITICAL NIS VOL 335
CRITICAL E/II VOL 944
CRITICAL SUM 1279
*************************************
LANE
NORTHBOUND
MOV WIDTH
1
2
3
4
5
6
R" 12.0
T.. 12.0
1.. 12.0
1.. 12.0
NORTHBOUND
LEFT
THRU
, RIGHT
134
129
o
TRUCKS (%)
5
5
5
5
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
PHASING Nls
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
GIC - NB & SB THRU
GIC - EB & WE THRU
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTH MOV WIDTH
WESTBOUND
MOV WIDTH
R., 12.0
T.. 12.0
Loo 12,0
L.. 12.0
R.. 12.0
To. 12.0
T.. 12.0
1.. 12.0
L.. 12.0
R., 12.0
Too 12.0
Too 12.0
1.. 12.0
L.. 12.0
TRAFFIC VOLUMES
SOUTHBOU~~ EASTBOUND
~'ESTBOUND
289
78
o
202
1419
o
118
1328
o
LOCAL BUSES (#/HR)
o
o
o
o
PEAK HOUR FACTOR
.9
.9
.9
,9
:4. BOTH TIJRNS PROTECTED (WITH OVERLAP)
:4, BOTH TURNS PROTECTED (WITH OVERLAP)
I. 0 - 99 (#PEDS/HR)
100 SECONDS
: .15
: .44
CRITICAL LANE VOLUMES BY MOVEMENT
NORTHBOUND SOUTHBOU~~ EASTBOUND ~'ESTBOUND
THRU -RIGHT 150 91 869 813
LEFT 86 185 129 75
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUME 134 289 202 118
CAPACITY 219 168 0 0
NEED PHASE? NIA NIA NIA N/A
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
1-95 & WooLB. W,SIGNAL W/FREERT MERGE
AM EXIST+DEV+MI+BCC+PYLON+OTHER PHT
DATE OF COUNTS: 1/7/86
**********************************
LEVEL OF SERVICE B
SATURATION 62
CRITICAL N/S VOL 67
CRITICAL E/W VOL 996
CRITICAL SUM 1063
*************************************
LANE
NORTHBOUND
MOV WIDTH
LANE GEOMETRY
SOLTHBOUND EASTBOUND
MOV WIDTH MOV WIDTH
1
2
3
4
5
6
R.. 12.0
L., 12.0
L.. 12,0
R.. 12.0
T.. 12.0
T.. 12.0
WESTBOUND
MOV WIDTH
Too 12.0
Too 12.0
L.. 12.0
TRAFFIC VOLUMES
NORTHBOUND SODTHBOUND EASTBOUND .'ESTBOUND
LEFT 0 110 0 208
THRU 0 0 1212 1439
RIGHT 0 0 0 0
TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUND 5 0 .9
PHASING N/S
EN
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THRU
G/C - EB & WE THRU
: 1. NEITHER TURN PROTECTED
:2. HEAVIEST TURN PROTECTED
1. 0 - 99 (#PEDS/HR)
100 SECONDS
: .25
: ,44
CRITICAL LANE VOLUMES BY MOVEME~,
NORTHBOUND SOUTHBOUND EASTBOUND .'ESTBOUND
THRU -RIGHT 0 0 742 881
LEFT 0 67 0 254
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUME 0 110 0 208
CAPACITY 447 447 0 0
NEED PHASE? NO NO NO N/A
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
1-95 & WOOLE. W.SIGNAL W/FREERT MERGE
PM EXIST+DEV+M1+BCC+PYLON+OTHER PHT
DATE OF COUNTS: 1/7/86
**********************************
LEVEL OF SERVICE D
SATURATION 80
CRITICAL N/S VOL 146
CRITICAL E/W VOL 1235
CRITICAL SI~1 1381
*************************************
LANE
1
2
3
4
5
6
NORTHBOUND
MOV WIDTH
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTH MOV WIDTH
R., 12.0
L.. 12.0
L.. 12.0
R., 12.0
T.. 12.0
T.. 12.0
WESTBOUND
MOV WIDTH
T.. 12.0
T.. 12.0
L., 12.0
TRAFFIC VOLUMES
NORTHBOUND SOUTHBOU~1J EASTBOUND WESTBOUND
LEFT 0 240 0 231
THRU 0 0 1557 1040
RIGHT 0 0 0 0
TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
WESTBOUN1J 5 0 .9
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THRU
G/C - EB & WB THRU
THRU -RIGHT
LEFT
NORTIlBOUN1J
o
o
INPUT VOLUME
CAPACITY
NEED PHASE?
NORTIlBOUND
o
447
NO
: 1. NEITIlER TURN PROTECTED
:2. HEAVIEST TURN PROTECTED
1. 0 - 99 (#PEDS/HR)
100 SECONDS
: .25
: .44
CRITICAL LANE VOLUfffiS BY MOVEMENT
SOUTHBOUN1J
o
146
EASTBOUND
953
o
WESTBOUND
636
282
WESTBOUND
231
o
N/A
LEFT TURN CHECK
SOUTHBOUN1J
240
447
NO
EASTBOUND
o
o
NO
=M:;Jp-
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
1-95 & WOOLS E. SIGNAL W/NBEB/2L
AM EXIST+DEV+M1+PYLON+OTHER PHT
DATE OF COUNTS: 1/7/86
**********************************
LEVEL OF SERVICE C
SATURATION 72
CRITICAL N/S VOL 322
CRITICAL E/W VOL 911
CRITICAL SUM 1233
*************************************
LANE
NORTHBOUND
MOV WIDTH
LANE GEcx-lETRY
SOUTHBOUND EASTBOUND
MOV WIDTH MOV WIDTH
WESTBOUND
MOV WIDTH
1
2
3
4
5
6
R.. 12.0
Loo 12.0
L., 12.0
T.. 12.0
Too 12.0
1.. 12.0
1.. 12.0
Roo 12.0
T.. 12.0
Too 12.0
TRAFFIC VOLUMES
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LEFT 527 0 351 0
THRU 0 0 971 1120
RIGHT 100 0 0 376
TRUCKS (%1 LOCAL BUSES (# /HR) PEAK HOUR FACTOR
NORTHBOUND 5 0 .9
SOUTHBOUND 5 0 .9
EASTBOUND 5 0 .9
o'ESTBOUND 5 0 .9
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THRU
G/C - EB & WE THRU
: 1. NEITHER TURN PROTECTED
:2. HEAVIEST TURN PROTECTED
1. 0 - 99 (#PEDS/HR)
100 SECONDS
: .25
: ,44
CRITICAL LANE VOLUMES BY MOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
THRU -RIGHT 116 0 594 686
LEFT 322 0 225 0
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUME 527 0 351 0
CAPACITY 447 447 0 0
NEED PHASE? YES NO N/A NO
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
1-95 & WOOLB E. SIGNAL W/NBEB/2L
PM EXIST+DEV+MI+BCGtPYLON+OTHER PHT
DATE OF COUNTS: 1/7/86
**********************************
LEVEL OF SERVICE C
SATURATION 66
CRITICAL N/S VOL 247
CRITICAL E/W VOL 894
CRITICAL SUM 1141
*************************************
LANE
NORTHBOUND
MOV WIDTH
I
2
3
4
5
6
R,. 12.0
Loo 12,0
L.. 12.0
NORTHBOUND
LEFT
THRU
RIGHT
TRUCKS (%)
5
5
5
5
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
PHASING N/S
E/W
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THEU
G/C - EB & 11'8 THRU
405
o
166
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTH MOV WIDTH
Too 12.0
T.. 12.0
L.. 12.0
Loo 12,0
TRAFFI C VOLUMES
SOUTHBOUND EASTBOUND
o
o
o
568
1229
o
LOCAL BUSES (#/HR)
o
o
o
o
: I. NEITHER TURN PROTECTED
: 2. HEAVIEST TURN PROTECTED
1. 0 - 99 (#PEDS/HR)
100 SECONDS
: .25
: .44
CRITICAL LANE VOLUMES BY MOVEME~7
THRU -RIGHT
LEIT
NORTHBOUND
193
247
INPUT VOLUME
CAPACITY
NEED PHASE?
NORTHBOUND
405
447
NO
SOUTHBOUND
o
o
EASTBOUND
752
364
II'ESTBOUND
MOV WIDTH
R.. 12.0
T.. 12.0
T.. 12.0
WESTBOUND
o
866
254
PEAK HOUR FACTOR
.9
.9
.9
.9
WESTBOUND
530
o
WESTBOUND
o
o
NO
LEIT TURN CHECK
SOUTHBOUND
o
447
NO
EASTBOUND
568
o
N/A
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
SEACREST & W/25%RTOR
AN EXIST+DEV+MI+BCGtPYLON+OTHER PHT
DATE OF COUNTS: 1/23/86
**********************************
LEVEL OF SERVICE B
SATURATION 58
CRITICAL N/S VOL 586
CRITICAL E/W VOL 367
CRITICAL Sill! 953
*************************************
LANE GEOMETRY
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH
1 RT. 12.0 RT. 12.0 RT. 12.0 RT, 12,0
2 T.. 12.0 T.. 12.0 Too 12.0 T.. 12,0
3 L.. 12.0 L.. 12.0 L.. 12.0 L.. 12.0
4
5
6
TRAFFIC VOLUMES
NORTHBOUND SOUTHBOUND EASTBOUND ~'ESTBOUND
LEFT 250 91 81 70
THRU 188 325 285 405
RIGHT 26 140 185 16
TRUCKS (%) LOCAL BUSES (#/HR) 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 & WE THRU
:4. BOTH TURNS PROTECTED (WITH OVERLAP)
:4. BOTH TURNS PROTECTED (WITH OVERLAP)
1. 0 - 99 (#PEDS/HR)
100 SECONDS
: .3
: .34
CRITICAL LANE VOLUMES BY MOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND ~'ESTBOUND
THRU -RIGHT 130 280 282 257
LEFT 306 III 99 85
LEFT TURN CHECK
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPUT VOLUME 250 91 81 70
CAPACITY 57 308 161 112
NEED PHASE? N/A N/A N/A N/A
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
SEA CREST & W/25%RTOR
?;l EXIST+DEV+Ml+PYLON+OTHER PHT
DATE OF COUNTS: 1/23/86
**********************************
LEVEL OF SERVICE D
SATURATION 88
CRITICAL N/S VOL 684
CRITICAL E/W VOL 775
CRITICAL Silll 1459
*************************************
NORTIlBOUND
LANE MOV WIDTIl
1 RT. 12.0
2 Too 12.0
3 1. , 12.0
4
5
6
NORTIlBOUND
LEFT
TIlRU
RIGHT
359
437
120
NORTIlBOUND
SOUTIlBOUND
EASTBOUND
WESTBOUND
TRUCKS (%)
5
5
5
5
N/S :4.
EN :4.
PEDESTRIAN ACTIVITY
CYCLE LENGTIl
G/C - NB & SB THRU
G/C - EB & WE THRU
PHASING
LANE GEOMETRY
SOUTHBOUND EASTBOUND WESTBOUND
MOV WIDTIl MOV WIDTIl MOV WIDTIl
RT. 12.0 RT. 12.0 RT. 12.0
T.. 12.0 Too 12.0 Too 12.0
L.. 12.0 Loo 12.0 Loo 12.0
TRAFFIC VOLUMES
SOUTHBOU~1J EASTBOUh1J
WESTBOUND
109
299
107
227
579
243
131
740
77
LOCAL BUSES (#/HR)
o
o
o
o
PEAK HOUR FACTOR
.9
.9
.9
.9
BOTH TURNS PROTECTED ("~TIl OVERLAP)
BOTH TURNS PROTECTED (WITH OVERLAP)
1. 0 - 99 (#PEDS/HR)
100 SECONDS
: .3
: .34
CRITICAL LANE VOLUMES BY MOVEMENT
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
TIlRU -RIGHT 337 245 496 497
LEFT 439 133 278 160
LEFT TURN CHECK
NORTHBOUND SOUTIlBOUND EASTBOUND WESTBOUND
INPUT VOLUME 359 109 227 131
CAPACITY 116 0 0 0
NEED PHASE? N/A N/A N/A N/A
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
SEACREST & W/25%RTOR
PM EXIST PIlT
DATE OF CO~~S: 1/23/86
**********************************
LEVEL OF SERVICE D
SATURATION 78
CRITICAL N/S VOL 638
CRITICAL E/W VOL 655
CRITICAL SUM 1293
*************************************
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTIJ MOV WIDTIJ
NORTIJBOUND
MOV WIDTIJ
RT. 12.0
T.. 12,0
L.. 12.0
WESTBOUND
MOV WIDTIJ
LANE
1
2
3
4
5
6
RT. 12.0
T.. 12.0
L.. 12.0
RT. 12.0
T.. 12.0
L.. 12.0
RT, 12,0
T.. 12,0
L,. 12.0
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUND
NORTH80UND
WESTBOUND
LEFT
THRU
RIGHT
337
437
120
109
299
74
LOCAL BUSES (#/HR)
o
o
o
o
140
536
211
131
718
77
TRUCKS (%)
5
5
5
5
PEAK HOUR FACTOR
,9
.9
.9
.9
NORTHBOUND
SOUTHBOU~'D
EASTBOUND
WESTBOUND
N/S :4.
E/W :4.
PEDESTRIAN ACTIVITY
CYCLE LENGTH
G/C - NB & SB THRU
G/C - EB & ~'B THRU
PHASING
BOTH TURNS PROTECTED (WITH OVERLAP)
BOTH TURNS PROTECTED (WITH OVERLAP)
1. 0 - 99 (#PEDS/HR)
100 SECONDS
: .3
: .34
CRITICAL LANE VOLUMES BY MOVEME~~
NORTHBOUND
337
412
SOUTHBOUND EASTBOUND WESTBOUND
226 451 484
133 171 160
LEFT TURN CHECK
SOUTHBOUND EASTBOUND WESTBOUND
109 140 131
0 0 0
N/A N/A N/A
THRU -RIGHT
LEFT
NORTHBOUND
337
149
N/A
INPUT VOLUME
CAPACITY
NEED PHASE?
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMENT ANALYSIS
CONGRESS & WOOLB. W/IMPROVEMENTS
AM EXIST+DEV+M1+BCGtPYLON+OTHER PHT
DATE OF COUNTS: 1/27/86
**********************************
LEVEL OF SERVICE A
SATURATION 55
CRITICAL N/S VOL 583
CRITICAL E/W VOL 365
CRITICAL SUM 948
*************************************
LANE
NORTIlBOUND
MOV WIDTII
1
2
3
4
5
6
R.. 12.0
T.. 12.0
T.. 12.0
Loo 12.0
NORTIlBOUND
LEFT
TIlRU
RIGHT
39
458
271
TRUCKS (%1
5
5
5
5
NORTIlBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTII MOV WIDTII
WESTBOUND
MOV WIDTII
R., 12.0
Too 12.0
Too 12,0
L.. 12,0
L., 12.0
RT. 12.0
Too 12.0
L.. 12.0
R.. 12.0
Too 12.0
L,. 12.0
1.. 12.0
TRAFFIC VOLUMES
SOUTHBOUND EASTBOUh'D
II'ESTBOUND
417
552
4
LOCAL BUSES (#/HR)
o
o
o
o
397
19
313
3
27
1
PEAK HOUR FACTOR
.9
.9
.9
.9
PHASING N/S :2. HEAVIEST TURN PROTECI'ED
EN : 1, NEITHER TURN PROTECTED
PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR)
CYCLE LENGTII : 100 SECONDS
G/C - NB & SB TIlRU : .44
G/C - EB & WE TIlRU :.3
CRITICAL LANE VOLUMES BY MOVEMENT
NORTIlBOUND SOUTHBOUND EASTBOUND WESTBOUND
TIlRU -RIGHT 316 338 17 365
LEFT 91 267 7 243
LEFT TURN CHECK
NORTIlBOUND SOUTHBOUND EASTBOUND WESTBOUND
INPtIT VOLUME 39 417 3 397
CAPACITY 180 274 503 494
NEED PHASE? NO N/A NO NO
MURRAY -DUDECK & ASSOCIATES
CRITICAL MOVEMEhl ANALYSIS
CONGRESS & WOOLB, W/IMPROVEMENTS
PM EXIST+DEV+M]+BCC+PYLON+OTHER PHT
DATE OF COUNTS: ]/27/86
**********************************
LEVEL OF SERVICE B
SATURATION 62
CRITICAL N/S VOL 650
CRITICAL E/W VOL 422
CRITICAL SUM 1072
*************************************
LANE
NORTIlBOUND
MOV WIDTIl
LANE GEOMETRY
SOUTHBOUND EASTBOUND
MOV WIDTIl MOV WIDTIl
1
2
3
4
5
6
R., 12.0
T., 12.0
T,. 12.0
L,. 12.0
R,. 12.0
T.. 12,0
T.. 12.0
L,. 12.0
1.. 12,0
RT. 12.0
T.. 12.0
L" 12.0
NORTIlBOUND
TRAFFIC VOLUMES
SOUTHBOUh~ EASTBOUh~
LEFT
TIlRU
RIGHT
29
702
301
345
550
7
LOCAL BUSES (#/HR)
o
o
o
o
64
62
8
NORTIlBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
TRUCKS (%)
5
5
5
5
PHASING N/S :2. HEAVIEST TURN PROTECTED
EN : 1. NEITHER TURN PROTECTED
PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR)
CYCLE LENGTR : 100 SECONDS
G/C - NB & SB THRU : .44
G/C - EB & WE TIlRU :.3
CRITICAL LANE VOLUMES BY MOVEMENT
NORTRBOUh~ SOUTHBOUND EASTBOUND
THRU -RIGHT 429 336 42
LEFT 67 22] 149
LEFT TURN CHECK
NORTIlBOUND SOUTHBOUND EASTBOUND
INPlIT VOLUME 29 345 64
CAPACITY 182 30 501
NEED PHASE? NO N/A NO
WESTBOUND
~IOV WIDTH
R., 12.0
T.. 12.0
1., 12.0
1.. 12,0
WESTBOUND
350
21
362
PEAK HOUR FACTOR
.9
.9
.9
.9
WESTBOUND
422
214
WESTBOUND
350
452
NO
"
\..
"\.
,
4-Lane 6- L an e
Leve 1 of 2-Lane 3-Lane Divided Divided 6-Lane
Service Arterial Arterial Arterial Arterial Expressway
A 9,800 16,900 22.500 34,800 71 ,000
~. 11 , 500 20,000 26 , 300 40,500 83,600
13,100 27,700 30,000 46,400 95,000
0 15,800 27,000 36,000 55,800 114,000
E 17,400 30.300 40,000 61,900 126,700
Intersection capacity shall be determined according to:
Volume to Capacity Ratio Level of Service
0.00 - 0.60 A
. , 0.61 - 0.70 B
0.71 - 0.80 C
0,81 - 0.90 0
0.91 - 1.00 E
7. Background Growth Background traffic growth projections sha 11 r
include the following factors:
A. Full buildout of other approved ORIs within the project's area of
influence;
B. Full buildout of potential ORIs within the project's area of
influence (i.e., ORIs which have submitted an Application for
Development Approval, ORIs which have received a binding letter,
or ORIs which have entered into a State predevelopment
agreement);
C. Full buildout of other aporoved development within the project's
area of influence (i,e" site olan, PUG, etc.) that generate 500
or more daily trips; and
D. A yearly 9rowth factor. This factor shall be an average of the
past five years of growth within the project's area of influence.
This factor will be applied to all land within the area of
influence exceot that which meets the criteria of A, B, and C
above.
8. Phasinq - No soecific standard for project phasing will be adopted;
however, no phasinq schedule with more than five year increr:1ents will
be '~cepted without a traffic analysis which demonstrates that the
regional roadways will operate at acceptable levels of service beyond
final buildout of the project.
-
4
MURRAY -DUDECK & ASSOCIATES
APPENDIX "l"
-----------
-----------
TRIP ANALYSIS ON 1ST BAPTIST C!illRCH FACILITIES
==============================================
MURRAY -DUDECK & ASSOCIATES
TRIP ANALYSIS ON 1ST BAPTIST FACILITIES
---------------------------------------
---------------------------------------
To determine the specific trip patterns that will be generated by the
various activities within a Baptist Church complex, discussions with church
officials were conducted. Current church memhership is about 250 families,
but with the new facility & coatinued growth, there is anticipated major
increase in the membership, Based on this data and professional knowledge
on church activities, the following comments are made:
A. Weekday Activities
1. Tuesday evening refreshments 6' 5:30 pm in fellm;ship
hall with about 25 people attending
evening visitation @ 7:00 pm in the Church
Sanctuary with ahout 50 people attending
(includes 25 for earlier refreshments)
2. \oIednesday - evening meal (l 5:30 pm in fellowship hall
with about 100 attending
- evening worship service in the Church
Santuary with about 150 people attending
(includes 100 for earlier meal)
3. Monthly a youth activity like a pizza party, etc.
in the fellowship hall with about 50 attending
Senior citzen program in the fellowship hall
with about 50 attending
4. Annual a special function usually held annually in
the fellowship hall "lith about 250 attending
5, Daily school facility with capacity of 500 students
B. Weekend Activities
1. Sunday service
@ 8:00 am there are about 250 people
(l 11 :00 am there are ahout 500 people
@ 7:00 pm there are about 250 people
C 9:30 am includes people who attendee' the
8:00 am worship service & people who plan
on attending the lJ:OOam ,,'orshi p service
3, Sunday school
In recognlz1ng the existing church membership & assuming an average of
3 persons/family, a 200% expansion would still not generate near capacity
for the proposed 1200 seat church sanctuary, since there will be 3 services
and you never om assul'1e 100:>: attendance. The fellowship hall is used
mostly as an ancillary facility to provide a gathering area for socializing
before or after worship services and for special social functions.