APPLICATION
PROJECT NAME: STOR-ALL
LOCATION: N. OF BOYNTON BEACH BLVD.,W OF 1-95 ON INDUSTRIAL
WAY
COMPUTER ID: STOR-ALL\NWSP
I FILE NO.: I TYPE OF APPLICATION:
NEW SITE PLAN
APPLICANT/CONTACT PERSON: OWNER: NICHOLAS MARCALUS
WILLIAM MORRIS, KILDAY & ASSOC. N&R PROPERTIES
PHONE: (561) 689-5522 PHONE:
FAX: (561) 689-2592 FAX:
ADDRESS: 1551 FORUM PL., 100A ADDRESS: P.O. BOX 382
WPB, FL 33401 ELMWOOD PARK, NJ 07407
DATE:
SUBMITTAL / RESUBMITTAL 4/6/98
."7
1ST REVIEW COMMENTS DUE: 4/23/98
PUBLIC NOTICE: N/A
TRC MEETING: 4/28/98
PROJECTED RESUBMITTAL DATE: 5/26/98
ACTUAL RESUBMITTAL DATE:
2ND REVIEW COMMENTS DUE:
LAND DEVELOPMENT SIGNS POSTED
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD 6/23/98
MEETING:
CITY COMMISSION MEETING: 7/7/98
COMMENTS:
S:\FORMS\PROJECT TRACKING INFO
,.
..,
PROJECT NAME: STOR-ALL
LOCATION: N. OF BOYNTON BEACH BLVD.,W OF 1-95 ON INDUSTRIAL
WAY
COMPUTER ID: STOR-ALL\NWSP
I FILE NO.: /VWSP 9g.00~ I TYPE OF APPLICATION:
NEW SITE PLAN
APPLICANT/CONTACT PERSON: OWNER: NICHOLAS MARCALUS
WILLIAM MORRIS, KILDAY & ASSOC. N&R PROPERTIES
PHONE: (561) 689-5522 PHONE:
FAX: (561) 689-2592 FAX:
ADDRESS: 1551 FORUM PL., 100A ADDRESS: P.O. BOX 382
WPB, FL 33401 ELMWOOD PARK, NJ 07407
DATE:
SUBMITTAL / RESUBMITTAL 4/6/98
1 ST REVIEW COMMENTS DUE: 4/23/98
PUBLIC NOTICE: N/A
TRC MEETING: 7/28/98
PROJECTED RESUBMITTAL DATE:
ACTUAL RESUBMITTAL DATE:
2ND REVIEW COMMENTS DUE:
LAND DEVELOPMENT SIGNS POSTED
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD 8/11/98
MEETING:
CITY COMMISSION MEETING: 8/18/98
COMMENTS:
S:IFORMSIPROJECT TRACKING INFO
CITY OF BOYNTON BEACH, FLORIDA
PLANNING & ZONING DIVISION
SITE PLAN REVIEW APPLICATION
FOR
NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE
Application Acceptance Date:
Fee Paid:
Receipt Number:
This application must be filled out completely, accurately and submitted as an original to
the Planning and Zoning Department. TWELVE COMPLETE, sequentially numbered,
ASSEMBLED AND STAPLED sets of plans including a recent survey and appropriate fee
shall be submitted with the application for the initial process of the Site Plan Review
procedure. AN INCOMPLETE SUBMITTAL WILL NOT BE PROCESSED.
Please print legibly (in ink) or type all information.
I. GENERAL INFORMATION
1. Project Name: Stor'AII - Boynton Beach Blvd.
2. Applicant's name: Jeffrey Anderson
Address: Stor.AII
1375 West Hillsborough Blvd.
Deerfield Beach, FL 33442
Phone: (954) 421-7888 Fax: (954) 426-1108
3. Agent's Name: Kilday & Associates
Address: 1551 Forum Place, 100A
West Palm Beach, FL 33401
Phone: (561) 689-5522 Fax: (561) 689-2592
4. Properly Owner's: Nicholas Marcalus
Address: N&R Properties
P.O. Box 382
Elmwood Park, NJ 07407
Phone: N/A Fax: N/A
Site Plan Submittal
Page 1
Stor-AII - Boynton Beach Blvd.
5. Correspondence to be mailed to agent only; if no agent, then to applicant
unless a substitute is specified below:'
,
This is the one address to which all agendas, letters and other
materials will be mailed.
6.
What is applicant's interest:
Contract Purchaser
7. Street address or location: North of Boynton Beach Blvd., west of 1-95,
located on Industrial Way.
8. Property Control #:
Legal description of site:
9. Intended users) of site:
10. Developer or Builder:
11. Architect:
12. Landscape Architect:
13. Site Planner:
14. Engineer:
15. Surveyor:
16. Traffic Engineer:
08-43-45-20-00-000-0082
East Y. of Lot 8 (Less South 40 feet road RIW &
RIW for 1-95.
Self-Service Storage Facility (Mini-warehouse)
Stor-AII
Greg Anderson, 837 SE 8th Ave., Suite 201,
Deerfield Beach, FL, 33441, (954) 480-69878
Kilday & Associates, 1551 Forum Place, 100A,
West Palm Beach, FL, 33401 (561) 689-5522
Kilday & Associates, 1551 Forum Place, 100A,
West Palm Beach, FL, 33401 (561) 689-5522
Mike Schora & Associates, 1850 Forest Hill
Blvd., Suite 100, West Palm Beach, FL, 33401,
(561) 968-0080
Landmark Surveying and Mapping, 1850 Forest
Hill Blvd., Suite 100, West Palm Beach, FL,
33401, (561) 433-5405
Simmons & White, 4623 Forest Hill Blvd., Suite
112, West Palm Beach, FL, 33415, (561) 965-
9144
17. Has a site plan been previously approved by the City Commission for this
property?
No
Site Plan Submittal
Page 2
Sto,.AII- Boynton Beach Blvd.
18. Estimated construction costs of proposed improvements shown on this site
plan:
$3 million
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:
Industrial
2.
Zoning District:
M-1
3.
Area of Site:
4.353 acres, 189,616.7 sq.ft.
4. Land Use -- Acreage Breakdown
a.
Residential, including surrounding:
lot area of grounds of site
~ acres~%
b. Recreation Areas (excluding water area):~ acres~% of site
c.
Water Area:
~ acres~% of site
d.
Commercial:
~ acres~ % of site
e.
Industrial:
4.353 acres 100 % of site
f.
Publicllnstitutional:
~ acres~% of site
g. Public, Private and Canal rights-of-way: ~ acres~% of site
h.
Other (specify):
Other (specify):
~ acres~% of site
i.
~ acres~ % of site
j.
Total area of site:
4.353 acres 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 area:
~ acresR% of site
Site Plan Submittal Page 3
Stof'AII- Boynton Beach Blvd.
b.
Water area:
ll. acresll. % of site
c. Other impervious areas, including paved area of public & private
streets, paved area of parking lots & driveways (excluding landscaped
areas), and sidewalks, patios, decks, and athletic courts:
ll. acresJL % of site
d.
Total impervious area:
~ acres.l1..% of site
e. Landscaped area: ~ acres 29 % of site
(inside of parking lots (20 sq.ft. per interior parking space required -
see Sec. 7.5-35(g) of Landscape Code).
f.
Other landscaped areas:
JL acresJL % of site
g. Other pervious areas, including golf course, natural areas, yards, and
swales, but excluding water areas of site: JL acresJL % of site
h.
Total pervious areas:
~ acres 29 % of site
i.
Total area of site:
4.353 acresJ..QQ...% of site
6.
Floor Area:
a. Residential: 1,368 sq. ft.
b. Commercial/Office: 881 sq. ft.
c. IndustriallWarehouse: 85,490 sq. ft.
d. Recreational: N/A sq. ft.
e. Public/Institutional: N/A sq. ft.
f. Other (specify): N/A sq. ft.
g. Other (specify): N/A sq. ft.
h. Total floor area: 87,989 sq. ft.
Number of Residential Dwelling Units:
a. Single-family detached: N/A sq. ft.
b. Duplex: N/A sq. ft.
7.
Site Plan Submittal
Page 4
Stor-AII - Boynton Beach Blvd.
c. Multi-Family (3 + attached dwelling units)
(1) Efficiency: 1 dwelling units
(2) 1 Bedroom: 0 dwelling units
(3) 2 Bedroom: 0 dwelling units
(4) 3+ Bedroom: 0 dwelling units
d.
Total multi-family:
1
dwelling units
e. Total number of dwelling units: 1
8.
Gross Density:
N/A dwelling units per acre
9.
Maximum height of structures on site: ~ feet
~ 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
13 Spaces
11 Soaces
Site Plan Submittal
Page 5
Sto,..AII- Boynton Beach Blvd.
MAR.30.1998 2:41PM KILDAY & AS5OCI~TES
III. CE~"FIc.t.TlQtl S; T ~ ~ /~fIt
(I) NJe) understand that this sppllcallon and all papers end plana 8ubmittecl h.rewlth become II
part of the permananl record8 of the Planning end Zoning Cepartment (I) NIl) hereby certify that
the above statements and Iny statements or showings In IIny papera or plana IlUbmlttlld herewith
al1l true to the b!ilat of (my) (our) knowIedg. Inri belief. 11118 IlppHc:ation will not be acc:eptecl unlese
signed according to the Instructions below.
~U~~~~/2jJ$i~4/::>/#
Silfn re of OWnll ) or TnJst . Date I
ALlt/'Io~ed Prlnclpallf property Iii owned by
a corporation or other buaineSS entity.
NO. 456 P.Z/3
IV. AUTHORIZATION OP AGENT
\(.~ L..b C\ 'f g ?\-ss cc U:~1 B'-S.
Signature of Author1ZBd Agent
Date
(I) NJe) hereby delignata the abovl lil;ned PlI'llOI1 as (my) (our) authorlzeQ agent In regard to ttlia
app~ijQn. .
~~~~J?,IJIr//~hA!//d~ 1/
o er(8) or I Oalll f
or ALMorized Principal If property 18 owned
by 8 corporation or other buslneea entity.
SPACE BI!LOW THIS UNE FOR OFFICE USE ONLY
Revlew Sc:nedule:
Date Received
TeQhnical ~.w Committee
Planning & cewlopment Bollrd
Community Appearance Board
City CommlRlon
Stlpl.llatlOns of Finl' Approval:
other Government AgencielllF'ereons to be contacted;
Date
Date
Oate
D.~
AcICllt10nal Remarlal;
r-
PIBnnir1g and Zoning Dep.lrtrMnt . Roy. :J/181e7
...\. - 11'l""'nNlIlIliOVNTQN BU,CH\$ITEPLAN,DOQ
~ooo/.ooo ~
~1V-~OLS 90tt gz. .g8~
selt 9<:1> 1>S6
.g:gt 98/0C/CO
Additional Remarks:
Site Plan Submittal
Page 7
Stor-AII - Boynton Beach Blvd.
....__..,_.,..___n...._.____~~__.___________._
RIDER TO SITE PLAN APPLICATION
The undersigned as applicant for Final Site Plan Approval does hereby acknowledge,
represent and agree that all plans, specifications, drawings, engineering, and other data
submitted with this application for review by the City of Boynton Beach shall be reviewed
by the various boards, commissions, staff personnel and other parties designated,
appointed or employed by the City of Boynton Beach, and any such party reviewing the
same shall rely upon the accuracy thereof, and any change in any item submitted shall be
deemed material and substantial.
The undersigned hereby agrees that all plans, specifications, drawings, engineering and
other data which may be approved by the City of Boynton Beach, or its boards,
commissions, staff or designees shall be constructed in strict compliance with the form in
which they are approved, and any change to the same shall be deemed material and shall
place the applicant in violation of this application and all approvals and permits which may
be granted.
The applicant agrees to allow the City of Boynton Beach all rights and remedies as
provided for by the applicable codes and ordinances of the City of Boynton Beach to bring
any violation into compliance, and the applicant shall indemnify, reimburse and save the
City of Boynton Beach harmless from any cost, expense, claim, liability or any action which
may arise due to their enforcement of the same.
READ: ~~.wWLEDGED AND AGREED TO this ~ day of kAF
Wt"e~~ ~~ '-~c<r.
Site Plan Submittal
Page 8
Stor-AII - Boynton Beach Blvd.
StoroAII
Boynton Beach Blvd.
Justification Statement:
The request is for site plan approval for a 4.353 acre site generally located at the northwest
corner of 1-95 and Boynton Beach Blvd., specifically on Industrial Ave. The site is
designated as having Industrial future land use and M-1 zoning. The request is for a self-
service storage facility approximately 87,989 sq. ft. in size which is a combination of both
limited access and multi-access buildings. There is also a 2,499 sq.ft. office/apartment
which will housing a 24-hour guard. The uses shown proposed site plan are consistent
with the Industrial future land use category. In addition, the proposed use is also
consistent with the M-1 zoning district. This site plan application is being submitted
concurrently in conjunction with proposed text amendments to the Zoning Code that apply
to self-service storage facilities.
The site plan shows adequate parking to meet the needs of the customers of this facility,
as well as adequate parking for the office, two customers, and the 24-hour onsite guard.
In addition, the site meets all applicable landscaping requirements. Because the site is
abutting 1-95 to the south, the CSX rails to the east, and existing industrial to the north,
these sides show the required 5' buffer. The western perimeter of the site includes a 15'
buffer composed of a hedge and trees located 40 feet on center because this side of the
subject property is adjacent to a public right-of-way. Because of the existing land uses, as
well as the inclusion of the landscape buffers, the proposed use is compatible with these
existing land uses.
In addition, the site meets all of the established level of service standards for traffic,
drainage, potable water, and sewer service. Drainage is being accommodated through a
retention pond located at the south end of the site. Water and sewer service is available
via lines which are located along Industrial Ave. Finally, the attached traffic study shows
that the proposed site plan can meet all of the provisions of the County Traffic
Performance Standards Ordinance.
Overall, the requested site plan reflecting a self-service storage facility is consistent with
the goals, objectives and policies of the Comprehensive Plan, the City's Zoning Code as
proposed, as well as the general intent of the City to provide for a safe and efficient means
for citizens to store personal property.
Site Plan Submittal
Page 9
Stor-AII - Boynton Beach Blvd.
.
_w
P,inl.d for lawyers' Titl. GUGranlV Fund, Orlando, Florida
This 1",'rUml"' wen prepared by,
llflIarrantyIJeed
WILLIAM A. ZEDlER
A_......
!!hdle 200 Con..noD...ul~ '1I1i1LU.,
2881 F..... O.Id..d P.,k B.al..,.N
FORT LAUDERD~. n.oRlDA S!506
(ITATUTORY fORM-mIlON 689.0l f.I.)
ar~18 lnbrnturr. Mod. 1M,
" 78. llrlmr,n
31st
doyof
March
SFM, LTD., a Florida Limited Partnership,
of the County of
Broward
. Slale of
Flodda
. gronto,", ond
j NICHOLAS MARCALUS,
ROBFRT L. MARCALUS
who\l pOll ollie. oddr"n is
life estate, and
cr. ~q~ '"
I fHt..L"~',
,L'o..nI<.~, P'~l ~
of the Counly of
. Slole 01
. gronlee.,
JIIitnr88rt~. Thai soid grantor, ler end in conlideration of the sum of
--------------------TEN AND NO/100----------- .-----------------------oollon.
ond other good ond voluoble c:onllderolions 10 \a;d 9ronlor in ho"d poid by soid gronlee, 'he receipl whereof Is hereby
acknowledged. has gra"led,. borgolntid and sold to Ihe said oro"t", and gronlee's hein and ouign, forever, Ihe 'allowing
described land, situate, lyinQ and being In Palm Beach County, florida. lo;wih
SEE EXHIBIT "A" ATTACHED. HERETO AND MADE A
PART HEREOF FOR LEGAL DESCRIPTION OF PROPERTY.
~ ~ STATE OF FLORIDA I . ~
~~ ~ 2~
c~ Q.9-.f.~Et~JA!tY~~':,<..STAMP TAX I ~~
~~ g,"t'O!.'EVf.UE~i; .;-1
.. .~
n E P.I.:: ,JVIlIoI'" \~"'f~':} 9 9 9. 00.1
x x
0 -1111,: ~'..."..~ I 0
.
:c.
OOCUMENTARY:=:
SUR TAX:=:
~~I
and said gronlor dO.l hereby
persons whomlaever,
(/li~> \-
~a FLO;.I A
""'.1""""1-
br Foe,
Ifl'tMllI 1Il0~
fully worrant the title to lold land, and will defend the JOme against the lawful claims af all
1>\:
." ,"Granlor" and "gronlee" ore used for lingular ar plural, 01 conle.t requir"s.
f): (r() lht 'iliturss m~trrnf. Grantor hcn hereunlo sel oronlor's hand and seollhe dol' and year first above written,
I (~$.c.<::sioned, sealed and delivered in our presence:
"'~~X/'
~....,.j-€
(Seal)
, General. Partj). ,
;/" _.e1 r ... ~~. dr,:' "'(Se~>>
P. HARVELL, General Partner
(Seoll
(Seall
STATE Of FLOP:OA
C9UNj'(./j>Ei::PALM BEACH - .
,.I" HEd~Y''C~Jt.l'1E1.lt]at an this day belore me. on oUlcer duly qualified ta toke acknowledgments. penonally appeared
'". ~EORG~")i:"',liF.AVER and EDWARD P. HARVELL, the General Partners of
":~':i.$fM.'~;:1;.:rtr;.' ....\~\Florida Limited Partnership
; ;:t~":~~JC~o:'(I'~' ~~b!:.....1h~ perJOn S described in ond who exel;uled the foregoi"g Inslrument and oc.knowledged belore me that
:. ~.,t~,he~~JtK"",~d..I~~.. _.
.'::::~Itt~t~:m:,..:~~~6d officiol seal in Ihe Counly and Slote lost aforesaid. this 31st doyof March
'.l1.1~::.,,::.~,,; \, ..., s.. ~ d- /I /J
..,.....1':'1,\:.':-';"".. -'......J ~
My ~;;mMlulb.n'\e.pires' Notary Public
No'.ry Publlc. Stat" of norlda at (8....
My commission expires May 16. 1978
FAlII, Off -
IEm Rf( Z a 7 6 PAGE 9 1 9
.
-,
~ :
.,
. "
EXH.IBIT "A"
The East .qunrtek of Lot B,Section 20, Tpwnship 45 South,
IUtnge 43 gnst, nccordi.ng to the.Map of Township 45 South and.
Town~hlp 46 South,. Ral\ge 43 East, as recordeq in Plat 'Book
1, Page 4, Palm Beach County Public Records, less "riqht of
way of,State Road 804, Section 93640-2601, that part of ,the
Cast quarter of lot 9t being more particularly described as
follows, LESS: '.
Begin on the East boundary line of Section 20, Township 4S
south~ Range 43 East, at a point North 10 36' 31" west 40.0
feet from the Southeast corner thereof; thence South OSO 06'
29" West 106.75 feet: thence continue SOUth nao 06' 29ft We$t
201.48 feet to the beginning of a curve concave Northeasterly,
having a radius of 20 feet; thence run Sou~hwesterly, and
Northwesterly, along ~aid curve 31.42 feet through a central
angle of 900 to the East boundary of Industrial Avenue"
thence North 10 5)' 31" West, 45.82 feet= thence Morth 870
52' 12" East, 180.63 foetI thonce south 330 25' 49" East
78.11; thence North 880 06' 29" East 106.15 feet to the
Point of Beginning.
m~" m Z B 76 PAGE 9 Z 0
..",,&1''''''&' fill
- ~~,
,''" ,..~ ,,,,Il'
l""",..~
.ttt1'/.t'~ ...
",
,
~
SIMMONS & WHITE, INC.
Engineers. Planners' Consuitants
April 6, 1998
Job No. 98-54
TRAFFIC IMPACT STATEMENT
Self Storage Facility
Palm Beach County, Florida
SITE DATA
The subject parcel is located at the northwest corner of 1-95 and
Boynton Beach Boulevard and contains approximately 4.35 acres.
Proposed site development on the currently unimproved parcel
consists of a 86,621 S.F. self storage facility (including a 881
S. F. office), aI, 368 S. F. caretakers quarters for a total of
87,989 S.F. of self storage area, and .29 ~cres of open storage
area with an anticipated build-out of 1999. Site access is
provided via a single driveway connection to Industrial Avenue.
For additional information concerning site location and layout,
please refer to the site plan prepared by Kilday and Associates.
PURPOSE OF STUDY
This study will analyze the proposed development's impact on the
surrounding thoroughfares within the project's radius of
development influence in accordance with the Palm Beach County Land
Development Code Article 15, Section 15.9 Traffic Performance
Standards.
The Traffic Performance Standards require that a proposed
development meet two "tests" with regard to traffic. Test 1, or
the Link/Buildout Test, requires that no site specific development
order be issued which would, during the build-out period of the
project, add project traffic at any point on any major thoroughfare
link within the project's radius of development influence if the
total traffic on that link would result in an average annual daily
traffic or peak hour traffic volume that exceeds the adopted
threshold level of service during the build-out period of the
project.
Test 2, or the Model Test, requires that no site specific
development order be issued which would add project traffic to any
link within the project's model radius of development influence if
the total model traffic on that link would result in an average
annual daily traffic volume, as determined by the model, that
exceeds the adopted level of service. For the purposes of this
analysis, the construction contemplated in the Modified 2010 Plan
shall be used.
This study will verify that the proposed development's traffic
impact will meet the above Performance Standards.
4623 Forest Hili Boulevard. SUite 112. West Palm Beach FlOrida 33415
Telephone (561) 965-9144 . Fax (5611 965-0926
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Two
TRAFFIC GENERATION
The traffic to be generated by the proposed self storage facility
may be calculated in accordance with the traffic generation rates
listed in Table 10.8-1 Fair Share Road Impact Fee Schedule of
Article 10:
SELF STORAGE (86.621 S.F.)
86,621 S.F. X 2.61 tpd
1000 S.F. ::;
5% Passer-By =
226 tpd
(11 tpd)
NET =
215 tpd
ONE MANAGER'S APARTMENT
1 M.F.D.U. X 7 tpd
D.U.
=
7 tpd
OPEN STORAGE (.29 ACRES)
0.29 ACRE X 35 tpd
ACRE
=
10 tpd
232 tpd
TOTAL
=
RADIUS OF DEVELOPMENT INFLUENCE
Based on Table 2A and 2B of Palm Beach County Traffic Performance
Standards, for a net trip generation of 232 trips, the radius of
development influence shall be one-half mile for Test 1 and the
directly accessed link (Boynton Beach Boulevard) for Test 2.
EXISTING TRAFFIC
Existing average annual daily traffic volumes for each link were
available from the Metropolitan Planning Organization of Palm Beach
County 1997 Annual Traffic Volume Map.
Background traffic, consisting of historical growth allowances
furnished by Palm Beach County, major project traffic, and
anticipated development in the area was also considered. The
following table calculates the 3-year historical growth rate:
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Three
EXISTING TRAFFIC (CONTINUED)
TABLE 1
HISTORICAL GROWTH RATE CALCULATION
LINK 1994 1997 1
A. OLD BOYNTON:
1. North of Boynton Beach Blvd. 8,569 11,073 8.92%
B: BOYNTON BEACH BLVD:
1. West of Old Boynton 29,554 30,319 0.86 (Use 1%)
2 . East of Old Boynton 40,494 42,050 1.26%
3 . East of 1-95 30,364 30,184 -.2% (Use 1%)
The project is expected to be built-out in 1999 and background
traffic was projected to that time. Please refer to Figure 1.
TRAFFIC ASSIGNMENT/DISTRIBUTION
Based upon the existing and proposed geometry of the roadway
network, a review of the existing and historical travel patterns,
as well as a review of the proposed development and improvements in
the area, the following generalized traffic distribution was
assumed for trips generated by the proposed development:
North
East
South
West
25%
30%
25%
20%
The distributed traffic for the project at full build-out of the
development was assigned to the links within the project's radius
of development influence and can be seen in Figure 1.
Based on the projected total daily traffic volumes and threshold
volumes for the links within the project's radius of development
influence as shown in Figure 1, this project meets the applicable
Average Daily Traffic Volume Link Performance Standards listed
under "Test One" of the Palm Beach County Traffic Performance
Standards on all links within the project's radius of development
influence.
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Four
PEAK HOUR TRAFFIC VOLUMES
The net external P.M. peak hour traffic volumes to be generated by
the proposed development may be calculated as follows in accordance
wi th the rates provided in the ITE Trip Generation Manual, 5th
Edition:
USE NET
EXTERNAL
DAILY TRIPS
P.M.
P.H.F.
P.M.
PEAK HOUR
TRIPS
SELF STORAGE FACILITY 232
10.0%
23
The existing average peak hour traffic has been determined by
factoring the 1997 average annual daily traf.fic by a "K" factor of
9.3% and can be seen in Figure 2. The project's net external P.M.
peak hour traffic volumes, the peak hour background traffic, and
the total peak hour traffic volumes are also shown in Figure 2.
Based on the Level of Service "D" Average Peak Hour Threshold
Volumes shown in Table 1A of the Palm Beach County Traffic
Performance Standards and the total peak hour volumes shown in
Figure 2, this proj ect meets the applicable Peak Hour Traffic
Volume Link Performance Standards listed under "Test One" of the
Palm Beach County Traffic Performance Standards.
SITE RELATED IMPROVEMENTS
The A.M. and P.M. peak hour turning movement volumes and
directional distributions at the project entrance with no reduction
for passer-by traffic for the proposed development may be
calculated as follows:
USE TOTAL P.H.F. PEAK DIRECTIONAL DIRECTIONAL
TRIPS HOUR DISTRIBUTION DISTRIBUTION
TRIPS (% IN / OUT) (TRIPS IN/OUT)
SELF STORAGE FACILITY
A.M. 243 6.5% 16 48% / 52% 8 / 8
P.M. 243 10.0% 24 52% / 48% 12 / 12
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Five
SITE RELATED IMPROVEMENTS (CONTINUED)
Based on the turning movement worksheet attached with this report
and the Palm Beach County Engineering guideline used in determining
the need for turn lanes of 75 right turns or 30 left turns in the
peak hour, no additional turn lanes or site related improvements
appear warranted. A single lane exiting the project appears
adequate.
MODEL TEST
Modified Table 5, Projected Network Deficiencies for the future
network, does not presently indicate that the applicable links
within the project's radius of development influence will be over
capacity. Therefore, this project meets the Model Test.
CONCLUSION
This proposed development is expected to generate a total of 232
trips per day at project build-out in 1999. Based on an analysis
of existing and project traffic characteristics and distribution,
as well as the existing and future roadway network geometry and
traffic volumes, this overall project meets the Link/Buildout Test
and the Model Test as required by the Palm Beach County Traffic
Performance Standards.
, P.E.
km
tr9854
SIMMONS & WHITE, INC.
ENGINEERS · PLANNERS · CONSULTANTS
4
BOYNTON
11073
2064
25
13162
14300
w
~
.....I
<{
oc
I-
(f)
::)
o
z
L{)
())
I
~
BEACH
BLVD.
30184
607
30
30821
31100
30319
609
115
31043
47500
42050
1066
140
43256
47500
....,
~
FIGURE 1
LEGEND
30184 1997 AADT
607 HISTORICAL GROWTH
30 PROJECT TRAFFIC
30821 TOTAL TRAFFIC
31100 L.O.S. STANDARD
SELF STORAGE FACILITY
98-54 J.B.S. 4-6-98
4623 FOREST HILL BLVD.. SUITE 112. WEST PALM BEACH. FLORIDA 33415
TELEPHONE (561) 965-9144
'.
SIMMONS & WHITE, INC.
ENGINEERS · PLANNERS · CONSULTANTS
4
BOYNTON
1030
192
3
1225
1330
w
~
-..I
<(
IY Lf)
c- O)
Vl I
:::::>
0
z
BLVD.
'- 2807
65
3
2875
2890
BEACH
2820
57
11
2888
4420
3911
99
',4
4024
4420
FIGURE 2
LEGEND
2807 PK. HR. TRAFFIC
65 HISTORICAL GROWTH
3 PROJECT TRAFFIC
2875 PK. HR. TOTAL
2890 PK. HR. STANDARD
SELF STORAGE FACILITY
98-54 J.B.S. 4-6-98
4623 FOREST HILL BLVD., SUITE 112, WEST PALM BEACH, FLORIDA 33415
TELEPHONE (561) 965-9144
SIMMONS & WHITE, INC.
ENGINEERS · PLANNERS · CONSULTANTS
I
w
~
TURNING MOVEMENT WORKSHEET
LEGEND
5 A.M. PK. HR. TURNING MOVEMENT
(10) P.M. PK. HR. TURNING MOVEMENT
IB MOT
SELF STORAGE FACILITY
98-54 J.B.S. 4-6-98
4623 FOREST HILL BLVD., SUITE 112, WEST PALM BEACH, FLORIDA 33415
TELEPHONE (561) 965-9144
SIMMONS & WHITE, INC.
Engineers. Planners. Consultants
April 6, 1998
Job No. 98-54
TRAFFIC IMPACT STATEMENT
Self Storage Facility
Palm Beach County, Florida
SITE DATA
The subject parcel is located at the northwest corner of 1-95 and
Boynton Beach Boulevard and contains approximately 4.35 acres.
Proposed site development on the currently unimproved parcel
consists of a 86,621 S.F. self storage facility (including a 881
S. F. office), a 1,368 S. F. caretakers quarters for a total of
87,989 S.F. of self storage area, and .29 ~cres of open storage
area with an anticipated build-out of 1999. Site access is
provided via a single driveway connection to Industrial Avenue.
For additional information concerning site location and layout,
please refer to the site plan prepared by Kilday and Associates.
PURPOSE OF STUDY
This study will analyze the proposed development's impact on the
surrounding thoroughfares within the project's radius of
development influence in accordance with the Palm Beach County Land
Development Code Article 15, Section 15.9 Traffic Performance
Standards.
The Traffic Performance Standards require that a proposed
development meet two "tests" with regard to traffic. Test 1, or
the Link/Buildout Test, requires that no site specific development
order be issued which would, during the build-out period of the
project, add project traffic at any point on any major thoroughfare
link within the project's radius of development influence if the
total traffic on that link would result in an average annual daily
traffic or peak hour traffic volume that exceeds the adopted
threshold level of service during the build-out period of the
project.
Test 2, or the Model Test, requires that no site specific
development order be issued which would add project traffic to any
link within the project's model radius of development influence if
the total model traffic on that link would result in an average
annual daily traffic volume, as determined by the model, that
exceeds the adopted level of service. For the purposes of this
analysis, the construction contemplated in the Modified 2010 Plan
shall be used.
This study will verify that the proposed development's traffic
impact will meet the above Performance Standards.
4623 Forest Hlil Boulevard. SUite 112 West Palm Beach. FlOrida 33415
Telephone (561) 965-9144 . Fax 1561) 965-0926
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Two
TRAFFIC GENERATION
The traffic to be generated by the proposed self storage facility
may be calculated in accordance with the traffic generation rates
listed in Table 10.8-1 Fair Share Road Impact Fee Schedule of
Article 10:
SELF STORAGE (86.621 S.F.)
86,621 S.F. X 2.61 tod
1000 S.F. =
226 tpd
5% Passer-By =
NET =
(11 tpd)
215 tpd
ONE MANAGER'S APARTMENT
1 M.F.D.U. X 7 tod
D.U.
=
7 tpd
OPEN STORAGE (.29 ACRES)
0.29 ACRE X 35 tod
ACRE
TOTAL
10 tpd
232 tpd
=
RADIUS OF DEVELOPMENT INFLUENCE
Based on Table 2A and 2B of Palm Beach County Traffic Performance
Standards, for a net trip generation of 232 trips, the radius of
development influence shall be one-half mile for Test 1 and the
directly accessed link (Boynton Beach Boulevard) for Test 2.
EXISTING TRAFFIC
Existing average annual daily traffic volumes for each link were
available from the Metropolitan Planning Organization of Palm Beach
County 1997 Annual Traffic Volume Map.
Background traffic, consisting of historical growth allowances
furnished by Palm Beach County, major project traffic, and
anticipated development in the area was also considered. The
following table calculates the 3-year historical growth rate:
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Three
EXISTING TRAFFIC (CONTINUED)
TABLE 1
HISTORICAL GROWTH RATE CALCULATION
LINK 1994 1997 1
A. OLD BOYNTON:
1. North of Boynton Beach Blvd. 8,569 11,073 8.92%
B: BOYNTON BEACH BLVD:
1. West of Old Boynton 29,554 30,319 0.86 (Use 1%)
2. East of Old Boynton 40,494 42,050 1.26%
3 . East of 1-95 30,364 30,184 -.2% (Use 1%)
The project is expected to be built-out in 1999 and background
traffic was projected to that time. Please refer to Figure 1.
TRAFFIC ASSIGNMENT/DISTRIBUTION
Based upon the existing and proposed geometry of the roadway
network, a review of the existing and historical travel patterns,
as well as a review of the proposed development and improvements in
the area, the following generalized traffic distribution was
assumed for trips generated by the proposed development:
North
East
South
West
25%
30%
25%
20%
The distributed traffic for the project at full build-out of the
development was assigned to the links within the project's radius
of development influence and can be seen in Figure 1.
Based on the projected total daily traffic volumes and threshold
volumes for the links within the project's radius of development
influence as shown in Figure 1, this project meets the applicable
Average Daily Traffic Volume Link Performance Standards listed
under "Test One" of the Palm Beach County Traffic Performance
Standards on all links within the project's radius of development
influence.
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Four
PEAK HOUR TRAFFIC VOLUMES
The net external P.M. peak hour traffic volumes to be generated by
the proposed development may be calculated as follows in accordance
with the rates provided in the ITE Trip Generation Manual, 5th
Edition:
USE NET
EXTERNAL
DAILY TRIPS
P.M.
P.H.F.
P.M.
PEAK HOUR
TRIPS
SELF STORAGE FACILITY 232
10.0%
23
The existing average peak hour traffic has been determined by
factoring the 1997 average annual daily traf-fic by a "K" factor of
9.3% and can be seen in Figure 2. The project's net external P.M.
peak hour traffic volumes, the peak hour background traffic, and
the total peak hour traffic volumes are also shown in Figure 2.
Based on the Level of Service "D" Average Peak Hour Threshold
Volumes shown in Table 1A of the Palm Beach County Traffic
Performance Standards and the total peak hour volumes shown in
Figure 2, this proj ect meets the applicable Peak Hour Traffic
Volume Link Performance Standards listed under "Test One" of the
Palm Beach County Traffic Performance Standards.
SITE RELATED IMPROVEMENTS
The A.M. and P.M. peak hour turning movement volumes and
directional distributions at the project entrance with no reduction
for passer-by traffic for the proposed development may be
calculated as follows:
USE TOTAL P.H.F. PEAK DIRECTIONAL DIRECTIONAL
TRIPS HOUR DISTRIBUTION DISTRIBUTION
TRIPS (% IN / OUT) (TRIPS IN/OUT)
SELF STORAGE FACILITY
A.M. 243 6.5% 16 48% / 52% 8 / 8
P.M. 243 10.0% 24 52% / 48% 12 / 12
Traffic Impact Statement
Job No. 98-54
April 6, 1998 - Page Five
SITE RELATED IMPROVEMENTS (CONTINUED)
Based on the turning movement worksheet attached with this report
and the Palm Beach County Engineering guideline used in determining
the need for turn lanes of 75 right turns or 30 left turns in the
peak hour, no additional turn lanes or site related improvements
appear warranted. A single lane exiting the project appears
adequate.
MODEL TEST
Modified Table 5, Projected Network Deficiencies for the future
network, does not presently indicate that the applicable links
within the project's radius of development influence will be over
capacity. Therefore, this project meets the Model Test.
CONCLUSION
This proposed development is expected to generate a total of 232
trips per day at project build-out in 1999. Based on an analysis
of existing and project traffic characteristics and distribution,
as well as the existing and future roadway network geometry and
traffic volumes, this overall project meets the Link/Buildout Test
and the Model Test as required by the Palm Beach County Traffic
Performance Standards.
km
tr9854
SIMMONS & WHITE, INC.
ENGINEERS · PLANNERS · CONSULTANTS
4
BOYNTON
w
~
11073
2064
25
13162
14300
....J
<(
n::
I-
(f)
:J
o
Z
LO
(j)
I~
'"
~
BEACH
BLVD.
\30184
607
30
30821
31100
30319
609
115
31043
47500
42050
1066
140
43256
47500
~
FIGURE 1
LEGEND
30184 1997 AADT
607 HISTORICAL GROWTH
30 PROJECT TRAFFIC
30821 TOTAL TRAFFIC
31100 L.O.s. STANDARD
SELF STORAGE FACILITY
98-54 J.B.S. 4-6-98
4623 FOREST HILL BLVD.. SUITE 112, WEST PALM BEACH, FLORIDA 33415
TELEPHONE (561) 965-9144
SIMMONS & WHITE, INC.
ENGINEERS · PLANNERS · CONSULTANTS
BOYNTON
2820
57
11
2888
4420
LEGEND
2807 PK. HR. TRAFFIC
65 HISTORICAL GROWTH
3 PROJECT TRAFFIC
2875 PK. HR. TOTAL
2890 PK. HR. STANDARD
1030
192
3
1225
1330
BEACH
3911
99
14
4024
4420
w
>
<(
....J
<(
0::
I-
(f)
::::l
o
Z
l{)
(J)
I
BLVD.
'-
4623 FOREST HILL BLVD., SUITE 112, WEST PALM BEACH, FLORIDA 33415
TELEPHONE (561) 965-9144
FIGURE 2
4
2807
65
3
2875
2890
SELF STORAGE FACILITY
98-54 J.B.S. 4-6-98
, .
SIMMONS & WHITE, INC.
ENGINEERS · PiJlNNERS · CONSULTANTS
L
w
~
TURNING MOVEMENT WORKSHEET
LEGEND
5 A.M. PK. HR. TURNING MOVEMENT
(10) P.M. PK. HR. TURNING MOVEMENT
@TI MDT
SELF STORAGE FACILITY
98-54 J.B.S. 4-6-98
4623 FOREST HILL BLVD.. SUITE 112, WEST PALM BEACH, FLORIDA 33415
TELEPHONE (561) 965-9144
1<t1>0
.).S } ,/~1
'f!-
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Contact Date: 1-8-99
Meetin Date: Monda, 1-25-99
PURPOSE OF APPLICATION:
PROJECT NAME: PERMIT NO.: 99-082
Attending Staff: Mike Rumpf, Bob Donovan, Ken Hall, Ed Yates
Attending for Applicant: Lindsey Walters & Karen Janssen, Kilday & Assoc.;
Mike Lacoursiere PE, Schorah & Assoc.; Greg Anderson, Architect
1551 Forum Place, W. Palm Beach, FI.
Phone: 561-689-5522 Fax: 561-689-2592
Name of Owner: Knuth Road Associates
Address: 1551 Forum Place
W. Palm Beach, Fl.
Phone: 561-684-1040 Fax: 561-686-9940
Name of Applicant/Contact: Lindsey Walters, Kilday & Assoc.
Address: 1551 Forum PI. W. Palm Beach, FI.
Phoue: 561-689-5522 Fax: 561-689-2592
Project Address: S.E. corner of Old Boynton Road and Knuth Road
PCN: 08-43-45-19-05-048-0010
Phone: I Fax:
Tvpe of Application: NWSP
Type of Business: Storage Facility
Date Submittal Received:
Received:
I Date Denied:
COMMENTS:
-Plan for Feb. 9'h submittal (Rezone to C-l & Conditional Use)
-Staff advised that main entrance location should maximize distance from Mall
(entrauce ideally located to the 180' distance from Knuth),
-It was also noted that the maximum height in C-l is 25' and a new ordinance for
limited access storaee is 30 feet.
J:\SHRDAT A \Deve]opment\PRE-APPLICA nON TRACKING LOG FORM.doc
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Contact Date: 1-8-99
Meetin Date: Monda, 1-25-99
PURPOSE OF APPLICATION:
PROJECT NAME: PERMIT NO.: 99-082
Attending Staff: Mike Rumpf, Bob Donovan, Keu Hall, Ed Yates
Attending for Applicant: Lindsey Walters & Karen Janssen, Kilday & Assoc.;
Mike Lacoursiere PE, Schorah & Assoc.; Greg Anderson, Architect
1551 Forum Place, W. Palm Beach, Fl.
Phone: 561-689-5522 Fax: 561-689-2592
Name of Owner: Knuth Road Associates
Address: 1551 Forum Place
W. Palm Beach, Fl.
Phone: 561-684-1040 Fax: 561-686-9940
Name of Applicant/Contact: Lindsey Walters, Kilday & Assoc.
Address: 1551 Forum PI. W. Palm Beach, Fl.
Phone: 561-689-5522 Fax: 561-689-2592
Project Address: S.E. corner of Old Boynton Road and Knuth Road
PCN: 08-43-45-19-05-048-0010
Phone: I Fax:
TVDe of Aonlication: NWSP
Type of Business: Storage Facility
Date Submittal Received:
Received:
I Date Denied:
COMMENTS:
.
,,--
I'f'=' '.,f).<~
t-'^- c~~
.
~=
. ..Jl::>
J:\SHRDATA\Development\PRE-APPLICATION TRACKING LOG FORM.doc
PRE-APPLICATION MEETING
SIGN IN SHEET
PLEASE PRINT
MEETING DATE: Monday, January 25, 1999
TIME: 9:30 A.M.
ATTENDING FOR APPLICANT:
KNUTH ROAD ASSOCIATES - Lindsey Walters
City of Boynton Beach
Attendin Staff
Attending for Applicant
~/~ c/..re u./4/;f~
Jan
\...~"\-:~..\.-..~.
:JEFF SM I Tj
;vtQ?-
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Contact Date: 1-8-99
Meetin Date: Monda, 1-25-99
PURPOSE OF APPLICATION:
PROJECT NAME: PERMIT NO.: 99-082
Attending Staff: Mike Rumpf, Bob Donovan, Ken Hall, Ed Yates
Attending for Applicant: Lindsey Walters & Karen Janssen, Kilday & Assoc.;
Mike Lacoursiere PE, Schorah & Assoc.; Greg Anderson, Architect
1551 Forum Place, W. Palm Beach, FI.
Phone: 561-689-5522 Fax: 561-689-2592
Name of Owner: Knuth Road Associates
Address: 1551 Forum Place
W. Palm Beach, FI.
Phone: 561-684-1040 Fax: 561-686-9940
Name of Applicant/Contact: Lindsey Walters, Kilday & Assoc.
Address: 1551 Forum PI. W. Palm Beach, FI.
Phone: 561-689-5522 Fax: 561-689-2592
Project Address: S.E. corner of Old Boynton Road and Knuth Road
PCN: 08-43-45-19-05-048-0010
Phone: I Fax:
Tvpe of Application: NWSP
Type of Business: Storage Facility
Date Submittal Received:
Received:
I Date Denied:
COMMENTS:
J:\SHRDA T A\Development\PRE-APPLlCA nON TRACKING LOG FORM.doc
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Contact Date: 1-8-99 /.-~f;/7
Meetin Date: 1-21).99" l.M . Time:
PURPOSE OF APPLICATION: Erect stora e facilit on vacant lot
PROJECT NAME: PERMIT NO.: 99-0,?'();}..
Attending Staff: Mike Rumpf, Bob Donovan, Ken Hall, Ed Yates
Attending for Applicant: Lindsey Walters & Karen Janssen, Kilday & Assoc.;
Mike Lacoursiere PE, Schorah & Assoc.; Greg Anderson, Architect
1551 Forum Place, W. Palm Beach, Fl.
Phone: 561-689-5522 Fax: 561-689-2592
Name of Owner: Knuth Road Associates
Address: 1551 Forum Place
W. Palm Beach, FI.
Phone: 561-684-1040 ax: 'r; 10
Name of Applicant/Contact: Lindsey Walters, Kilda soc.
Address: 1551 Forum PI. W. Palm Beach, FI.
Phone: 561-689-5522 Fax: 561-689-2592
Project Address: S.E. corner of Old Boynton Road and Knuth Road
PCN: 08-43-45-19-05-048-0010
Phone: Fax:
T e of A Iication: NWSP
Type of Business: Storage Facility
Date Submittal Received:
Received:
I Date Denied:
COMMENTS:
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION ME~TING
Contact Date: / - g - r r
Meetin Date:
PURPOSE OF APPLICATION:
PROJECT NAME:
Attending Staff:
At;(:;:g
Phone:
Name of Owner:
Address: i br I
Phone: SWI- 6 g - 0
Name of Applicant/Contact:
Address: Irs- \ .~
Phone: - .Is 7'-V
Project Address: ~
~ - 0 ____________-
PCN: f) g _ l{ ') _ Lf f _ , q - 05"- 0 1~ - 0 0 I 0
I'iS/ F~PL.
~ .[ ..( yz/
t. \L~f
- 6tf- rt/'Y
d'-
Phone:
T e of A Iication:
Type of Business: ,S~~
Fax:
.-
~
Date Submittal Received:
Received:
I Date Denied:
COMMENTS:
J:\SHRDATA\Development\PRE~APPLICATlON TRACKING LOG FORM.doc