APPLICATION
t.
CITY OF BOYNTON BEACH, FLORIDA
PLANNING & ZONING DEPAR'l'MENT
SITE PLAN APPROVAL APPLICATION
Site Plan - Major Modification to Existing Site
Application Acceptqnce Date:
Fee Amount Paid: ':;:7!;(). CD
Receipt Number: 0')~ 3 ~
This application must be filled out completely and accurately and submitted
in one (1) copy to the Planning Department. Incomplete applications will ru
be processed.
Please print legibly or type all information.
I . GENERAL INFORMATION
1.
Project Name:
Ambulatory Surgical & Endoscopy Center
2. Applicant's name (person or business entity in whose
name this application is made):
Boynton Endoscopy Center
Address:
4800 N. Federal Highway Suite 209A
Boca Raton, FL 33431
Phone:
(407)-394-0626 ~~
FAX:
(Zip Code)
(407) 394-3146
3. Agent's Name (person, if any, representing applicant):
Address:
(Zip Code)
Phone:
FAX:
4.
Property Owner's (or Trustee's) Name:
Tralis, Inc.
4800 N. Federal Highway Suite 209A
Address:
Boca Raton, FL 33431
(Zip Code)
FAX: (407) 394-0626
s. Correspondence address (if different than applicant or agent)*:
* This is the address to which all agendas, letters, and
other materials will be mailed.
PLANNING & ZONING DEPARTMENT - November, 1991
A:SitePlan
( 2)
6. What is applicant's interest in the premises affected?
(OWner, buyer, lessee, builder, developer, contract
purchaser, etc.) will be occupant of premises " .:: s ~ f
7. Street address or location of site: S.W. 2Jrd Ave.
2351 South Seacrest Blvd., B9ynton Beach, FL
8.
Property Control I:
08-43-45-33-05-000-0400 and 450
Legal description of site: Lots 44 and 45, Westchester Heights,
according to the Plat thereof recorded in Plat Book 24, Page 210 of
the Public Records of Palm Beach County, FL.
9.
Intended use(s) of site:
(Medical Offices).
Ambulatory Surgical & Endoscopy Center
10. Developer or Builder:
Petra Builders, Inc.
11. Architect: Cohen, Freedman, Encinosa - Architects P.A.
12. Landscape Architect: Bradshaw - Gill - F'~
,/'
13. Site Planner: Cohen, Freedman, Encinosa - Architects
14. Engineer: Schwebke - Shiskin & Assoc. Inc.
15 . Surveyor: 0 · Brien, Suiter & O' Brien , Inc.
16. Traffic Engineer:
17. Has a site plan been previously approved by the City
commission for this property? unknown
David Plumer & Assoc.
18. Estimated construction costs of proposed improvements shown on
this site plan: 250,000
PLANNING & ZONING DEPARTMENT - November, 1991
,
A:SitePlan
( 3 )
II. SITE DATA
The following information must be filled out below and must
appear, where applicable, on all copies of the site plan.
1. Land Use Category shown in
the Comprehensive Plan C-1
2. Zoning District Boynton Beach
3. Area of Site .527 acres 22,937 sq. ft.
4. Land Use -- Acreage Breakdown
a. Residential, including acres , of site
surrounding lot area of
grounds
b. Recreation Areas * acres , of site
(excluding water area)
c. Water Area acres , of site
d. Commercial .527 acres 100 , of site
e. Industrial acres .. of site
f. Public/Institutional acres , of site
g. Public, private and
Canal rights-of-way acres , of site
h. Other (specify) acres , of site
i. Other (specify) acres , of site
j .
acres
Total area of site
100
, of site
. '127
* including open space suitable for outdoor recreation, and
having a minimum dimension of SO ft. by SO ft.
5. Surface Cover
a.
b.
c.
d.
e.
Ground floor building .107
area ("building footprint")
acres
20 'of site
Water area
acres
, of site
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.
.210
40
, of site
acres
Total impervious area
acres
60
, of site
.317
Landscaped area
inside of parking lots
(20 sq. ft. per interior
parking space required -
see Sec. 7.S-3S(g) of
Landscape Code).
.118
acres
22
, of site
PLANNING & ZONING DEPARTMENT - November, 1991
A:SitePlan
(5 )
III. 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. (1) (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.
Tralis, Inc.
,',/ ("/./- /
frg~~e~ o;f~~:~is){~;'T:~:~~~:t
of Authorized Principal if property
is owned by a corporation or other
business entity.
12 March 1993
Date
IV. AUTHORIZATION OF AGENT
Signature of Authorized Agent
Date
(I) (We) hereby designate the above signed person as (my)
(our) authorized agent in regard to this application.
Signature of OWner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
business entity.
Date
SPACE BELOW THIS LINE FOR OFFICE USE ONLY
Review Schedule:
Date Received
Technical Review Board
Planning & Zoning Board
Community Appearance Board
City Commission
Stipulations of Final Approval:
Date
Date
Date
Date
Other Government Agencies/Persons to be contacted:
Additional Remarks:
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PLANNING & ZONING DEPARTMENT - November, 1991
A:SitePlan
ENDOSCOPY CENTER
TRAFFIC IMPACT ANALYSIS
#93813.01
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LAAAdlJY(1 i/w i
Prepar~ '8Yf - ( .
David Plummer & Associates
901 N~rt~po~nt Parkway
Suite 108
West Palm Beach, flqrida 33407
March 15, 1993
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ENDOSCOPY CENTER
TRAFFIC ThIPACT ANALYSIS
INTRODUCTION
David Plummer & Associates has been retained to determine the traffic impacts associated
with the proposed 4,670 sq. ft. medical office building located in the City of Boynton
Beach. The proposed development is located in the northwest quadrant of the intersection
of Seacrest Boulevard and SW 23 Avenue (Exhibit 1). Access to the site will be to SW 23
Avenue. The proposed buildout of the project is 1993.
The purpose of this analysis is to determine if the proposed development meets the
requirements of the Traffic Performance Standards, Section 7.9 of the Palm Beach County
Unified Land Development Code.
EXISTING TRAFFIC CONDITIONS
Existing (1992) 24-hour average daily traffic volumes provided by the Metropolitan
Planning Organization of Palm Beach County are shown on Exhibit 2 for the surrounding
roadway network. Average peak hour volumes shown on Exhibit 2 were determined by
factoring the average annual daily traffic volumes by a "K" factor of 9.6%. The roadway
laneages and levels of services are also shown on this exhibit. SW 23 A venue is a two lane
facility, while Seacrest Boulevard is a four lane facility in this area.
1
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ROADW A Y Th'IPROVEMENTS
The Five Year County Roadway Program, adopted 7/21/92, was reviewed to detennine if
any roadways within the study area are scheduled to be improved. Neither Seacrest
Boulevard nor S"V 23 A venue are scheduled to be improved.
FUTURE BACKGROUND TRAFFIC
In order to properly account for future traffic conditions historic growth trends and
committed development traffic in the area must be analyzed. Historic growth data for the
last three years was examined for the surrounding area and is shown on Exhibit 3. These
growth rates were applied to existing daily volumes to project background growth. For
many of the roadway links in the study area, negative growth has occurred. Therefore, as
per the Traffic Perfonnance Standards, a zero percent growth rate was utilized for these
links.
In projecting future traffic conditions, growth from committed developments in addition
to historic gro\\'1h needs to be included. The major projects list published by Palm Beach
County was used to identify major projects within the area. Only those projects which
would have a 10% impact of the study area of roadway links during the buildout of the
proposed development need to be included. No committed major development meets this
criteria.
2
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TRIP GENERATION
Section to.A of the Palm Beach County Unified Land Development Code, Fair Share
Impact Fees, was the sole source of the daily trip generation data utilized in this study. In
determining the PM peak hour trips associated with the proposed development, PM peak
hour trip generation rates were obtained from the Institute of Transportation Engineers,
Trip Generation, Fifth Edition. The total daily and PM peak hour trips generated by the
proposed development are shown on Exhibit 4.
In determining compliance with the requirements of the Traffic Performance Standards,
the daily trip generation of 160 trips, shown on Exhibit 5, was utilized. Based on this daily
trip generation, both the Test 1 and the Test 2 radii of development influence are only the
directly accessed link. This link is SW 23 A venue from Congress A venue to Seacrest
Boulevard.
TRIP DISTRIBUTION AND ASSIGNMENT
In order to determine the impact of the proposed development's traffic on the surrounding
roadway network, a directional distribution was developed to be used in assigning traffic
volumes associated with the project. Existing traffic patterns as well as future land use
patterns were considered in determining the assignment of project traffic to the
surrounding roadway network. Exhibit 5 shows the overall assignment of project traffic
for daily and PM peak hour conditions.
3
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LINK TEST (TEST 1)
The first step in this analysis was to identify if the Test 1 roadway link, SW 23 A venue
from Congress A venue to Seacrest Boulevard, is projected to operate below adopted levels
of service. Exhibits 6A and 6B shows future total daily and average peak hour traffic
conditions respectively. The Test 1 roadway link is projected to operate at or above the
adopted levels of service standards for both daily and average peak hour conditions.
Therefore, the proposed development meets the requirements of Test 1.
MODEL TEST (TEST 2)
The next step in the analysis was to detennine if the proposed development met the
requirements of the l\fodel Test, Test 2, of the Traffic Perfonnance Standards. The Test
2 roadway link, SW 23 A venue from Congress A venue to Seacrest Boulevard, is not a Test
2 deficiency, therefore, the proposed development meets the requirements of Test 2.
INTERSECTION ANALYSIS
In addition to the Link Test and l\fodel Test, major intersections for which a project adds
more than 10% of the total traffic on any link connecting a major intersection must also
be analyzed. In analyzing the proposed development's impact in the study area, no
intersections meet this requirement.
PM peak hour Project turning movement volumes are provided on Exhibit 7.
4
[E
CONCLUSIONS
From this analysis the proposed medical office building meets all of the requirements of the
Traffic Perfonnance Standards of Pahn Beach County and therefore should be approved.
5
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EXlllBITS
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WOOLBRIGHT ROAD
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SITE1
23RD AVENUE ~
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ENDOSCOPY CENTER
LOCATION MAP
EXHIBIT 1
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WOOLBRIGHT ROAD
~L
94::::0
(904)
0(0)
::::L
10~14
(981)
D(ui
SW 2.3RD :"'VEl~UE
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N.T.S.
_'i
::::L
l~84
(699)
C(cJ
LE::;C:::~O
_~ F:.'=:-'=,'/AY L~' .::~:::;ES
1 0:::: ~ 4 - CAiL:' TRAF=-:=
-~, ',I')UR TRt.FF',C:
(98:) -t,vE:::~GE ,-'~~,' ,.-, n_
J - C,::'::,," LOS
rE p-' ~,'OUR Lu~S
(e) - AVEPAu :'-""
EXHIBIT 2
E~DOSCOPY CENTER
EXISTING (1992)
TRAFFIC CONDITIONS
#93813.01
03/15/93
EXHIBIT 3
ENDOSCOPY CENTER
HISTORIC GROWTH (1)
DAILY TRAFFIC
VOLUMES
ROADWAY LINK 1989 1992 GROWTH RATE
Seacrest Boulevard
- North of SW 23 A venue 20603 17875 -4.62%/yr. (2)
SW 23 A venue
- East of Congress A venue 9036 9292 0.94%/yr.
- East of 1-95 Overpass 10398 10214 -0.59%/yr. (2)
- East of Seacrest Boulevard 7746 7284 -2.03%/yr. (2)
(1) Source: Palm Beach County Traffic Data.
(2) Zero percent (0%) growth was utilized per Traffic Perfonnance Standards.
~
#93813.01
03/15/93
EXHIBIT 4
ENDOSCOPY CENTER
TRIP GENERATION
LAND USE
INTENSITY
4,670 SF
Medical Office Building
DAILY TRIP DAILY TRIPS
GENERA TION RATE (1)
34.17/1,000 SF 160
PM PEAK HOURS PM PEAK HOUR TRIPS
TRIP GENERATION RATE (2) IN OUT TOTAL
4.08/1,000 SF 6 13 19
(1) Source: Fair Share Road Impact Fees, Section 10.8 of
the Palm Beach County Unified Land Development
Code.
(2) Source: ITE, Trip Generation. Fifth Edition.
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35;'6
56
( 7)
SW 23RD
65%
104
(12)
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WOOLBRIGHT ROAD
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1,J4- - DAIU PRO-JECT TR..:.=-=-;C
(12) - PM c:'E,AK HOUR F;:;:: ..JECT TRAFFiC
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EXHIBIT 5
ENDOSCOPY CENTER
PROJECT ASSIGNMENT
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94:0
89
56
9565
D
WOOLBRIGHT ROAD
N.T.S.
SITE ---,
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SW 23RO AVENUE ,
10214
o
104
10315 //
ENDOSCOPY CENTER
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EXHIBIT 6A
TOTAL (1993)
DAILY TRAFFIC CONDITIONS
/
N.T.S.
WOOLBRIGHT ROAD
904
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919
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981
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919 - TeT:'L- TR,c.Fi="':
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ENDOSCOPY CENTER
TOTAL (1993) EXHIBIT 6B
AVERAGE PEAK HOUR
TRAFFIC CONDITIONS ~
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SW 23RD AVENUE
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ENDOSCOPY CENTER
EXHIBIT 7
PROJECT TuRNING
MOVEMENT VOLUMES