O90-31ORDINANCE NO. 90-~/
AN ORDINANCE OF THE CITY COMMISSION OF
THE CITY OF BOYNTON BEACH, FLORIDA,
AMENDING ORDINANCE NO. 80-19 OF SAID
CITY BY REZONING A PARCEL oF LAND MORE
PARTICULARLY DESCRIBED HEREIN, LOCATED
IN SECTION 13, TOWNSHIP 45 SOUTH, RANGE
42 EAST, PALM BEACH COUNTY, FLORIDA,
(WHICH IS BEING SIMULTANEOUSLY HEREWITH
ANNEXED TO THE CITY OF BOYNTON BEACH BY
ORDINANCE) FROM AR (AGRICULTURAL
RESIDENTIAL) PALM BEACH COUNTY TO
PLANNED UNIT DEVELOPMENT (PUD) W/LUI =
4; PROVIDING FOR PHASING CONSISTENT WITH
TRAFFIC STUDIES; PROVIDING A SAVINGS
CLAUSE; PROVIDING A REPEALING PROVISION;
PROVIDING FOR AN EFFECTIVE DATE; AND FOR
OTHER PURPOSES.
WHEREAS, the City Commission of the City of Boynton
~each, Florida, has heretofore adopted Ordinance No. 80-19
in which a Revised Zoning Map was adopted for said City; and
WHEREAS, the City Commission of the City of Boynton
Beach, Florida, is simultaneously herewith adopting an
Ordinance annexing a parcel of land more particularly
described herein into the City limits of said City; and
WHEREAS, the owners and agent of the property have
requested the above mentioned zoning classification; and
WHEREAS, the City Commission deems it in the best
interests of the inhabitants of said City to amend the
aforesaid Revised Zoning Map as hereinafter set forth.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION
OF THE CITY OF BOYNTON BEACH, FLORIDA:
Section 1. That the following described land,
located in the City of Boynton Beach, Florida, to wit:
The South one-half (Sl/2) of the
Southwest quarter (SW1/4) of the
Northeast quarter (NE1/4); the Southeast
quarter (SE 1/4) of Northeast quarter
(NE1/4) and the South one-half (Sl/2) of
the Northeast quarter (NE1/4) of
Northeast quarter (NE1/4), all in
Section 13, Township 45 South, Range 42
East, Palm Beach County, Florida.
Together with that portion of the Lake
Worth Drainage District Canal L-21, that
abuts the South property line of the
subject parcel of land.
be and the same is hereby rezoned from AR (Agricultural
Residential) Palm Beach County, to PUD W/LUI = 4.
Section 2. That the aforesaid Revised Zoning Map of
the City shall be amended accordingly.
Section 3. Development of the property shall be in
~hases consistent with the traffic study findings submitted
~nd attached hereto as composite Exhibit "A" and the phasing
schedule incorporated in the 2/5/90 and 5/3/90 letter ii?
from WalterH. Keller, Jr., Inc.
Section 4. That all ordinances or parts of
ordinances in conflict herewith be and the same are hereby
repealed.
Section
ordinance or
5. Should any section or provision of this
portion hereof, any paragraph, sentence, or
word be declared by a court of competent jurisdiction to be
invalid, or should any Section of this Ordinance not become
effective for any reason, such decision shall not affect the
remainder of this ordinance.
Section 6. This ordinance shall become effective
immediately upon passage.
FIRST READING this ~/ day of August,~1990.
SECOND, FINAL READING and PASSAGE this ~- day of
1990.
C2 FLORIDA
ATTEST:
Clerk
-vide Mayor
Commissioner
Cof~missioner
ddmmission~r ~ v
(Corporate Seal)
LOCATION 'MAP
BOYNTON NURSERIES
Walter H. Keller Jr., Inc.
TRAFFIC & TRANSPORTATION" ~G" ENGINEERING * LAND DEVELOPMENT
Mr. Timothy Cannon, Acting Director
City of Boynton Beach Planning Dep~uiment
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33425-0310
Re: Traffic Impact Review - Boynton Nurseries PUD
Atto: Mr. Jim Golden
Dear Mr. Cannon:
As per your request, thc traffic impact study for the proposed Boynton Nurseries PUD
residential development prepared by K.S. Rogers, Consulting Engineer Inc. dated
December 26, 1989, has been reviewed. The initial part of the review focuses on the
technical merits of the study. Utilizing the results of this analysis, conformance to the
City's Comprehensive Plan is evaluated.
Trip Generation
The projoct proposes the construction of 400 dwelling units including 162 single family
and 238 townhomes. A revised trip generation analysis indicates that the Applicant
has overestimated the projected number of trips. Table 1 provides a comparison
between thc WHK and Applicant analysis.
Table 1. Trip Generation Comparison
Land Use
WHK Analysis
Single Family 126 DU
Townhouse 238 DU
Total 400 DU
Size Units Trip Equation/Rate Trips In Out I
Ln(T)=.94Ln(#DU)+2.6 1,269 27 73
Ln(T)=.84Ln(#DU)+2.6.. 1,335 17 89 87
2,604 44 162 172 93
I
Applicant Analysis
Single Family 162 DU
rownhouse 238 DU
total 400 DU
10.00 1,620
7.00 1,666
3,.286
Source: Walter II. Keller Jr., Inc.
fll/Trip Generation Manual 4th F-~tion
K.S. Rogers, Consulting Engineer, Inc.
Thc difference in the trip generation analysis is the source of traffic generation rates
and/or equations. The Applicant utilizes those rates provided by Palm Beach County
for use in the application of traffic impact fees. The WHK analysis is based on the
equations provided in the 4th Edition of the Institute of Transportation Engineers Trip
Generation Manual. Both of thcsc sources are acceptable.
10211 W. ~MPLE ROAD, SL,'TrE ~ · P.O. BOX 9740
CORAL SPRINGS, FLORIDA 33075.9740.
1305) 755-3822 * {407} 732-7844 {p~lm Beach)
Walter H. Keller Jr., Inc.
Mr. T'maothy Cannon
February 5, 1990
page two
Trip Distribution
A trip distribution analysis was also performed as part of this review. The WHK-
analysis is based on a five mile radius of influence and employment data provided by
the Palm Beach County Metropolitan Planning Organization. The results of the
analysis indicate some difference with the Applicant analysis. A comparison of the
results is provided on Table 2.
Table 2. Trip Distribution Comparison
Direcfi( WHK Applicant
North 29.0% 31.5%
South 34.0% 26.0%
East 22.0% 36.5%
West 15.0% 6.0%
Sotm:e~ Walter H. Keller Jr., Inc
Kimley-Hom
Palm Beach County ~
Trip Assignment
Based on the analyses of trip generation and distribution, a trip assignment procedure
was performed. Table 3 provides a comparison of the WHK and Applicant
assignments. The Table indicates that even though differences were found in both the
trip generation and distribution analyses the assignment volumes are comparable. In
most instances, the WHK assignment is lower than the Applicant's assignment.
Note, the Applicant does not address traffic on Boynton Beach Boulevard east of the
intersection at Old Boynton Road.
Background Traffic
The review's background traffic analysis is based on historical growth patterns in the
area. Traffic count data from 1986 through 1989 was obtained from Palm Beach
County and analyzed for average annual growth. Table 4 indicates annual growth
rates between 8.6% to 15.1% on impacted roadways. The Applicant's study indicates
similar results ranging from 7.4% to 14.5%.
Walter H. Keller Jr., Inc.
Mr. Timothy Cannon
February 5, 1990
page three
l~rom
Table 3. Assignment Comparison
WHK APPL
Desig~ LOS Proi Proj
To T~pe Cap ~ Tri~s
Miner Rd
Lawrence Rd Congress Ave
NW 22nd Ave
Military Trail Lawrence Rd
Lawrence Rd Congress Ave
Congress Ave 1-95
Old Boynton Rd Lawrence Rd Knuth Road
Knuth Road Congress Ave
Congress Ave Boymon Beach Bird
Boyntofl Beach Blvd Lawrence Rd Con~ss 'Ave
Congress Ave Old Boynton Rd
Old Boynton Rd 1-95
Hypoluxo Rd
Miner Rd
Site Enuance
N-W 22nd Ave
Old Boynton Rd
13,100 260 329
Congress Av~
Hypoluxo Rd
Miner Rd
NW 22nd Ave
Old Boynton Rd
IlL 13,100 156 296
2L 13,100 513 690
4LD 30,000 212 164
2L 13,100 182 164
4LD 30,000 182 164
2L 13,100 52 99
6LD 46,400 125 328
6LD 46300 112 296
4LD 30,000 101
Miner Rd 2L 13,100 1328 1117
Si~ Enuanc~ ilL 13,100 1588 1381
NW 22nd Ave 2L 13,100 I016~ 1742
Old Boymon Rd ~L 13,100 312
Boynam Beach Blvd 2L 13,100 156 493
Miner Rd 4LD 30,000 221 261
NW 22nd Ave 4LD 30,000 26 6(
Old Boynton Rd 4LD 30,000 208 493
Boynton Beach Bird 4LD 30,000 156 42~
Source: Waltar H. Keller Jr., Inc.
K.S. Rogers, Consulting Engineer, Inc.
Walter H. Keller Jr., Inc.
Mr. Timothy Cannon
February 5, 1990
page four
Table 4. Historical Traffic Growth
~ 1987 198~ 1989 Annual
Roadwa~ Link ADT ADT ADT ADd Grow~
NW 22nd Ave W of Congress Ave 4,566 6,347 7,386 8,025 20.2~
E of 1-95 4,976 4,996 5,747 6,498 9.9~
Total 9,542 11,343 13,133 14,~23 15.1%
Boymon Beach Bird W of Congre~s Ave 22,486 22,442 24,945 27,365 7.2qt
E of Cong~ss Ave 24,087 27,021 30,854 31,972 103%
W of 1-95 34,354 38,510 41,022 43386 83~
Total 80,927 87,973 96,821 103,223 8.6%
Lawrence Rd N of Boym~n Beach Blvd 3,703 4,386 5,486 8,6~0 3'~d)%
N of ~ 22nd Ave 4,505 4,933 5,218 4,837 2.7~
N of Hypoluxo Rd 4,168 5,018 5,188 5,232 7.4%
Total 12,376 14337 15,89~ 18,749 14.4%
Congress Ave N of Boyluon Beach Bird 21,532 :! 26.046 25,704 29,80~ · ~i0.I~
S of Hypoluxo Rd i8,014 22,263 24,653 26,922 14.0%
S of Lamana Rd 19,198 21,730 23,923 28,263 13A%
N of Lantana Rd Rd 20,717~ 26,304 31,206 31,850 15.7%
S of 6th Ave 26,065 29,281 34,214 35,714 11.6%
l'otal 105,526 125,g24 139,700 152~57 12.9%
&reawide Totals 208,371 239,277 265,546 ~89,052 H,.~%
Som~e: Walte~ I-L Keller Jr., Inc
Palm Beach County Engineering and Public Works '
Florida Department of Transportation
Total Traffic
The total traffic analysis provided in the Applicant's study is based on a 1992 build-
out of the proposed project. However, throughout the early sections of the Applicant's
study, the project is proposed for a 1993 build-out year. For comparison's sake, the
WHK total traffic analysis is based on a 1992 build out date.
The results of the WHK total traffic assignment arc provided on Table 4. The Table
also shows the results are comparable in most instances where the Applicant
provides a projected volume. However, many of the links in the project area are not
analyzed by thc AppLicant. This is duc to thc Applicant's reference to thc Pahn Beach
County Traffic Performance Standards "1% link test" as opposed to thc Traffic
Circulation Element Support Document of the City's Comprehensive Plan. Because of
the missing data, conformance to the City's Comprehensive Plan will be based on the
WHK study projections of future traffic.
Mr. Timothy Cannon
Febnmry 5, 1990
page five
H. Inc.
Table ~. Total Traffic Comparison
19~9 WHK WHK Appl
Deslkq LOS C E~xlstlng Back ProJ Total Total
Roadway. From To Type Cap Traffic ADT ADT ADT ~ADT
Miner Rd Lawrence Rd Congress Ave 2L 13,100 312 :: 400 260 972
NW 22nd Ave Military Trail Lawrence Rd 21., 13,100 '6,412 3,365 156 9,933 10,617
LawrenceRd Congress Ave 2I, 13,100 8,025 4,212 513 12'750 13,682
Congress Ave 1-95 4LD 30,000 6,498 3,4.10 212 10,120
Old Boynton Rd La~Rd KnuthRoad 2I. 13,100 11,383 3,726 . 182 15,291 15,023
Knuth Road Congress Ave 4LD 30,000 11,383 3,726 182 15291 15,023
Congre~sAve BoyntonBeachBlvd 2L 13,100 9,448 3,093 52 12,593
BoyntonBeachBlvd Law~enceRd Congress Ave 6LD 46,400 27,365 6,347 125 33,836
Cong~e~ Ave Old Boynton Rd ~ 46,400 31,972 7,415 112 39,499
Old Boynton Rd 1-95 4LD 30,000 43,886 10,178 101 54,165
Lavaence Rd Hypoluxo Rd Miner Rd 2L 13,100 4,837 2,405 1,328 8,570 9,896
Miner Rd Site Enlrance 2L 13,100 4,837 2,405 1,588 8,830 9,323
Site Entrance NW 22nd Ave 2L 13,100 4,837 2,405 1,016 8,258 6,964
NW 22m:1 Ave Old Boynton Rd 2L 13,100 8,680 4,316 312 13,308 11,494
Old Boynton Rd Boynto~ Beach Bird 2I. 13,100 8,332 4,143 156 12,631 11,231
Congress Ave Hypoluxo Rd Miner Rd 4LD 30,000 26,912 11,816 221 38,949
Miner Rd NW 22nd Ave 4LD 30,000 26,912 11,816 26 ! 38,754
NW 22nd Ave Old Boynton Rd 4LD 30,000 29,808 13,088 208 43,104 49,707
OldBoynton Rd BoyntonBeachBlvd 4LD 30,000 27,489 12,070 156 39,715 49,641
Source: Walter H. Keller h.. Inc.
K.S. Rogers, Consulting Engineer, Inc.
Conformance to the City of Boynton Beach Comprehensive Plan
Generally, the City of Boynton Beach's Comprehensive Plan provides for LOS "C" on
collector and arterial roadways throughout the City. LOS "D" is acceptable on some
arterials including segments of 1-95, US 1, Boynton Beach Boulevard, NW 22nd
Avenue and Congress Avenue. According to the Traffic Circulation Element Support
Documents of the Comprehensive Plan, once a roadway has exceeded its' LOS
standard, traffic volume may only exceed the designated LOS capacity by 5%. Table 6
shows that the proposed development will impact four overcapacity roadways: Old
Boynton Road, Boynton Beach Boulevard, Lawrence Road and Congress Avenue.
Note that since the segment on Lawrence Road is within the allowed 5% increment no
improvements are required on that link.
In contrast, thc Applicant's report identifies improvements m NW 22nd Avenue and
Congress Avenue.
Mr. Timothy Cannon
February 5, 1990
page six
Roadwa~
Walter H. Keller
Table 6. Conformance to Comprehensive Plan Standards
LOS
Dsgn Stndrd 1~%
From TO Type Cap Ca~
Review 1992
Froj Total Review
ADT AD~' LOS
~ Rd
Lawrence Rd
2L 13100 13755 2~0 972
NW 22nd Ave
Boynton Beach Bird
Militav/ Trail Lawrence Rd
Lawrence Rd Congress Ave
Congress Ave 1-95
Lawrence Rd Itmuth Road
Kuuth Road Congress Av~
Congress Ave Boynton Beach Blvd
A
21, 13100 13755 156 9.933 A
2L 13100 13755 513 12,750 C
4LD 36000 37800 211l 10,120 A
2L 13100 13755 $2 12,593 C
Lawrence Rd
Congress Ave
Lawrence Rd Ccagr~ss Av~ 6t..D 46400 48T20 125 33,836 A
Coogre~s Ay0 ' Old Boynton Rd ~ 46400 48720 112 39,499 B
Old Boynton Rd 1-95 4LD 36000 37800 101 54,165 F
Hypoluxo Rd Miner Rd 2L ~ 13100 13755 1,328 8,570 A
Miner Rd Sim Enwance 2L 13100 13755 1,588 8,830 ~ A
Site Emranc~ NW 22nd Ave 2L 13100 13755 1,016 8,258 A
NW 22nd Ave Old Boynton Rd 2I.. 13100 13755 312 13,308 D
Old Boynton Rd Boynton Beach Blvd 2L 13100 13755 156 12,631 C
Hypohno Rd Miner Rd 4LD 30000 31500 221 38,949 E
Miner Rd NW 22nd Ave 4LD 30000 31.500 26 38,754 E
NW 22nd Ave Old Boynton Rd 4LD 36000 37800 20~ 43,104 F
Old Boynton Rd Boymon Beach Blvd 4LD 36000 37800 156 39,715 F
Source: Walter H. Keller Jr., Inc.
City of Boynton Beach
Summary
In order to meet the City's requirements the Applicant needs to show the City that a
1992 buildout year is feasible and to expand the analysis of projected conditions to all
roadways impacted by the project assignment. In addition to this information,
assurance of roadway improvements should be provided. Based on Palm Beach
County standards, assurance of roadway improvement would require the project to be
scheduled for construction in the County Transportation Improvement Program, the
State Five Year Work Program or part of a Municipal Capital Improvement Program_
The project may also be considered assured if it is part of a developer agreement ~
has been secured through bonding with the City or County.
Mr. Timothy Cannon
February 5, 1990
page seven
Walter H. Keller Jr., Inc. -
Based on the review analysis this would include Congress Avenue from Boynton
Beach Boulevard to Hypoluxo Road, Old Boynton Road from Lawrence Road to Knuth
Road and on Boynton Beach Boulevard from Old Boynton Road to 1-95.
Upon the City's acceptance of the additional information, the project may be approved,
However, developement must coincide with thc implementation of roadway
improvements. Roadway improvements may be considered underway at the time of
project letting.
If you have any questions pJ~ase contact me at (305) 755-3822.
Walter H. Keller Ir., PE, AICP
· President
WHK/us
Walter H. Keller Jr., Inc.
TRAFFIC & TRANSPORTATION * PLANNING * ENGINEERIN/~I · LAND DEVELOPMENT
'l
May 3, 1990
Mr. Timothy Cannon, Acting I.)ir¢ctor
City of Boynton Beach Planniug Deparmtenl
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33425-0310
Re: Traffic Impacl Review - Boynton Nurseries PUD
Attn: Mr. Jim Golden
Dear Mr. Cannon:
Per the Cily's reqoest the proposed phasing plan for the Boynton Beach Nurseries
PUD has been reviewed. The proposal has been reviewed fl)r conformance with the
Palm Beach County Traffic Performance Standards iai effect at the time of submittal.
The proposed phasing of the Boynton Nurseries PUD should remain within 1% of
overcapacity roadways (mill stlch time fas those roadxvays are improved is in
Conforma,lce ~vith the Palm Beach County Traffic Performance Smudards. However,
based on the Applicant's mfffic study the phasing schedule should be revised. The
following schedule is applicable:
The site may geoerate tap to 61% of total trips (2,000) before
improvement is required on Congress Avenue from NW 22nd Avenue to
Old Boynton Road.
The site may generate up to 70% of total trills (2,300) before
improveme,lt is required °n Congress Avenoe from Old Boynton Road
to Boynton Beach Boulevard.
The site may generate up to 79% of total trips (2,624) before
· improvemeat is required on Old Boynton Road fronl Knuth Road to
Lawrence Road.
Tile si~e may generate till to 84% of total trips (2,76(I) before
improvement is required on Boynton Beach Boulevard from Old Boyntoa
Road to 1-95. Nole this phase is based on the Applicant's assignment
to Old Boynton Road and Boynton Beach Boulevard west of Old
Boynton Road and a 10% drop-off rate.
If you have any quesliops'hple.qse contact
President
me at (305) 732-7844.
7RECEIYED
10211 W. SAMPLE ROAD, SUITE 204 * P.O. BOX 9740
CORAL SPRINGS, FLORIDA 33075-8740
{305) 755-3822 · (407) 732-7844 {Palm Beach)