APPLICATION
SIMr10NS & WHITE, INC.
Engineers · Planners · Consultants
April 14~ 1992
Job No. 92-005A
TRAFFIC IMPACT STATEMENT
Knuth Road P.C.D.
Boynton Beach, Florida
SITE DATA
The subject parcel is located in the southwest quadrant of the
intersection of Knuth Road and Boynton Beach Blvd. and contains
approximately 13.9 acres. The site is currently approved for a
120,000 S.F. shopping center of which 34,000 S.F. is a major
department store, 74,532 S.F. consists of miscellaneous retail
stores, 6068 S.F. is a high-turnover~ sit-down restaurant and
5400 S.F. is a bank with drive-through windows. The report for
the above scenario was prepared by K.S. Rogers Consulting
Engineer, Inc. dated January 30, 1990. The proposed scheme of
development consists of a 34,000 S.F. major department store,
78,988 S.F. of miscellaneous retail stores, a 4500 S.F. bank with
drive-through windows and a service station, car wash~ and 2000
S.F. convenience store. For additional information concerning
site location and layout, please refer to the site plan prepared
by Kilday and Associates.
TRAFFIC GENERATION
Palm Beach County Traffic Performance Standard Ordinance No. 90-
40, Article IV APPLICABILITY, Section 2(A)(3) requires that for
the purposes of determining previous approval traffic, the
generation rates and capture rates of the previous approval shall
be updated to current pro forma traffic generation and pass-by
rates, if applicable, and shall be used to calculate previous
approval traffic. The proposed project traffic which exceeds
previous approval traffic on the major thoroughfare system (if
any) must meet the performance standards of Ordinance No. 90-40.
The previous approval traffic for this development may be
calculated as follows in accordance with the I.T.E. Trip
Generation Manual, 5th Edition and local passer-by capture rates
accepted by Palm Beach County Traffic Division:
General Retail (108.532 S.F.)
Ln (T) = .625 Ln ( X ) + 5.985
T = Trips Per Day
X = Area in 1000 Gross S.F.
Ln (T) = .625 Ln (108.532) + 5.985
= 7438
4623 Forest Hill Boulevard, Suite 112, West Palm Beach, Florida 33415
Telephone (407) 965-9144
..
Traffic Impact Statement
Job No. 92-005A
April 14, 1992 - Page Two
GENERATION RATES (CONTINUED)
Pass-By 7-
= 45.1 - .0225 (X)
= 45.1 - .0225 (108.532)
= 42.667-
= 7438 7438 ( .4266)
= 4265
NET
Hioh-Turnover. Sit-Down Restaurant (6068 S.F.)
6068 S.F. x 201 tpd
1000 S.F. = 1220 tpd
Less 157- Internal = (183)
Less 157- Capture = (156)
NET = 881 tpd
Bank With Drive-Throuoh (5400 S.F.)
5400 S.F. x 291 tpd
1000 S.F. = 1571 tpd
Less 18.057- Internal = (284)
Less 467- Capture = (592)
NET = 695 tpd
The previous approval traffic based on current generation rates
and pass-by rates is 5841 tpd as follows:
4265 + 881 + 695
=
5841 tpd
The total traffic to be generated by the proposed Knuth Road
P.C.D. may be calculated as follows:
General Retail (112.988 S.F.)
Ln ( T )
=
.625 Ln (X) + 5.985
.625 Ln (112.988) + 5.985
7628 tpd
=
=
..
Traffic Impact Statement
Job No. 92-005A
April 14, 1992 - Page Three
GENERATION RATES (CONTINUED)
NET
= 45.1 - .0225 (X)
= 45.1 - .0225 (112.988)
= 42.567-
= 7628 7628 (.4256)
= 4382 tpd
Pass-By 7-
Bank With Drive-ThrouQh (4500 S.F.)
4500 S.F. x 291 tpd
1000 S.F.
Less 18.057- Internal
Less 467- Capture
= 13.10 tpd
= (236)
= ( 494 )
NET
=
580 tpd
Service Station
Service Station
=
748 tpd
Less 147- Internal
=
(105)
Less 587. Capture
=
(373)
NET
=
270 tpd
Car Wash
Car Wash
=
166 tpd
Convenience Store (2000 S.F.)
2000 S.F. x 887.056 tpd
1000 S.F.
=
1774 tpd
Less 377. Purchase Gas
=
(277)
Less 457- Capture
=
(674)
NET
=
823 tpd
Traffic Impact Statement
Job No. 92-005A
April 14, 1992 - Page Four
GENERATION RATES (CONTINUED)
The total traffic to be generated by the proposed Knuth Road
P.C.D. is 6221 tpd as follows:
4382 + 580 + 270 + 166 + 823 =
6221 tpd
The net increase in traffic to be addressed by this report due to
the proposed master plan revision is 380 tpd as follows:
6221 tpd - 5841 tpd = 380 tpd
PURPOSE OF ANALYSIS
This study will analyze the proposed development's additional
impact due to the revised master plan on the surrounding
thoroughfares within the project's radius of development
influence in accordance with the Palm Beach County Traffic
Performance Standard Ordinance No. 90-40.
Ordinance No. 90-40 requires 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 buildout 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 volume that exceeds the adopted threshold level of
service during the buildout 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 additional
traffic impact will meet the above Performance Standards.
Traffic Impact Statement
Job No. 92-005A
April 14, 1992 - Page Five
RADIUS OF DEVELOPMENT INFLUENCE
Based on Table 2A and 2B of the Palm Beach County Traffic
Performance Standard Ordinance No. 90-40, for a net trip
generation of 380 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 the links
within the project's radius of development influence were
available from the Metropolitan Planning Organization of Palm
Beach County 1991 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 and is
shown in Figure 1.
The project is expected to be built-out in 1993 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 traffic distribution was assumed for
trips generated by the planned commercial development:
North
East
South
West
267.
267.
227.
267.
The distributed traffic for the project at full buildout of the
development was assigned to the links within the project's radius
of development influence and can be seen in Figure 1.
The 1991 average daily traffic volumes, the proposed project
traffic, background traffic, and the total traffic are also shown
in Figure 1.
Based on the projected total traffic
the links within the project's radius
shown in Figure 1, this project
performance standards listed under
90-40.
and threshold volumes for
of development influence as
meets all applicable link
"Test One" of Ordinance No.
Traffic Impact Statement
Job No. 92-005A
April 14, 1992 - Page Six
PEAK HOUR VOLUMES
P.M. peak hour traffic movements at the project's entrances were
analyzed and are included with this report to assess the laneage
requirements at the project entrances at project build-out. The
peak hour factors and directional splits for the A.M. and P.M.
peak hours are summarized on the enclosed worksheets.
The proposed development's trips to the east and west on Boynton
Beach Boulevard represent less than 107. of the total traffic on
an average annual basis at project build-out leading to the
intersections of both Congress Avenue and Lawrence Road. The
determination of A.M. and P.M. peak hour turning movements and
levels of service for these intersections is therefore not
required.
MODEL TEST
Modified Table 5, Projected Network Deficiencies for the future
network, does not presently indicate that the applicable links
within the project's model 'radius of development influence will
be over capacity. Therefore, this project meets the Model Test.
CONCLUSION
The improvements shown on the revised master plan cause a net
increase of 380 trips per day over the previously approved master
plan. 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 project
meets the Link/Buildout Test and the Model Test as required by
the Palm Beach County Traffic Performance Standard Ordinance No.
90-40.
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4623 Forest Hill Boulevard, Suite 112, West Palm Beach, Florida 33415
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Klldlly ft Aaod8te8
Landscape Architectsl Planners
1551 Forum Place
Suite 100A
West Palm Beach, Florida 33401
(407) 689-5522 · Fax: (407) 689-2592
Planning Department
City of Boynton Beach
ATTMr. Christopher Cutro
WE TRANSMIT:
DATE J an . 1 7, 1992
PROJECT NAMEKnu th Rd. PCD Serv. S ta tic
PROJECT NUMBER 799. 14
~ HEREWITH
o UNDER SEPARATE COVER VIA
THE FOllOWING:
(!] PRINTS 0 SPECIFICATIONS 0 ADDENDUM
DTRACINGS/SEPIAS Q SUBMITTALS 0 CHANGE ORDER
o SHOP DRAWINGS 0 Copy OF LETTER Q f~pp 1 i gAt i ~HH;
THIS IS TRANSMITTED TO YOU:
ACTION CODE:
IX] FOR APPROVAL 0 FOR REVIEW & COMMENT
D FOR YOUR USE 0 AS REOUESTED
A REVIEWED
B NOT REVIEWED
C REVIEWED & NOTED
o RESUBMIT
E 00 NOT RESUBMIT
F RESUBMIT FOR FilES
NO OF DATE
COPIES
1
1
12
12
12
12
12
DRAWING
OR ITEM NO
DESCRIPTION/REMARKS
ACTION '
CODE '
Site Plan Application wi Application Fee
Environmental Review Application wi Application F e
Site Plans wlSite Data
Surveys
Planting Plans
Building Floor Plans & Elevations wlSign Elevatio
Drainage Plans
Mr. Cutro,
Please accept the attached information for
Site Plan and Environmental Review. If additi nal
information is required, please don't hesitat
to contact our office. Thank you.
IF ENCLOSURES ARE NOT AS NOTED. KINDLY NOTIFY US AT ONCE
COPIES TO
WITH ENCLOSURE
Mr. Bill Winchester GU
Mr. Enrico Rossi, Rossi & Malavasi ~
Mr. Kirk Stetson, Architect ~
Mr. Robert Rennebaum, Simmons & Whi[;]
o
FilE CODE
SHOP DRAWING DIV,
Accepted by &~ ~,
Date 12.J )&J
SIGNEDL.Jv{~~ YAr-I~JE=~
Kilday & Associat..
Landscape Architects/ Planners
1551 Forum Place
Suite l00A
West Palm Beach, Florida 33401
(407) 689-5522 · Fax: (407) 689-2592
January 10, 1992
Mr. Christopher Cutro
Planning Director
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, FL 33425-0310
RECEIVED
JAN 1 0 1992
SITE OEVEL.
BOYNTON iEACH. FLORID4
Re: Knuth Road P.C.D.
Our Project No.: 799.14
Dear Mr. Cutro,
Please accept and process the attached information for a
Minor Master Plan Modification to the above noted project,
located on the southwest corner of Knuth Road and Boynton
Beach Boulevard. We are submitting this information on
behalf of the Winchester Family Partnership, Ltd., owners of
the property.
The master plan has been revised to delete the 6,068 square
foot restaurant in the outparcel on the northeast corner of
the site and add in its place a service station with a 1,248
square foot convenience store and a 512 square foot car wash.
A driveway has been added to provide direct access from the
service station to Boynton Beach Boulevard.
We are also proposing to reduce the size of the bank just
west of the proposed service station fborn 5,400 square feet
to 4,500 square feet, and to adjust the bank's orientation &
parking to improve circulation.
The retail areas flanking the department store have been
adjusted to a total of 79,740 square feet. This adjustment
keeps the total square footage for the project at the
original approval of 120,000 square feet.
The overall parking layout has also been adjusted slightly to
accommodate all of the above noted revisions.
r
Also attached for your review are copies of the traffic,
water, and sewer impact statements as prepared by Simmons &
White, Engineers. This information indicates that due to the
above noted revisions, the impacts on traffic will be reduced
from 5,841 t.p.d. to 5,820 t.p.d. and the impacts on both
water and sewer flows will be reduced from 32,840 gal. per
day to 12,449 gal. per day. Therefore, the proposed
modifications to the master plan will result in a reduction
in measurable impacts.
~
If you have any questions, or if additional information is
necessary, please don't hesitate to contact me. Thank you in
advance for your time and consideration.
.
Sincerely,
~~/S
Chuck Yannette
cc: Bill Winchester
Rick Rossi; Rossi & Malavasi
Rob Rennebaum; Simmons & White
Application accepted by:
date:
"
ROSSI AND MALAVASI
ENGINEERS, INC.
CONSULTING ENGINEERS
~I~
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580 VILLAGE BOULEVARD, SUITE 140
WEST PALM BEACH, FLORIDA 33409.1904
(407) 689-0554
FAX: (407) 689.1109
January 17, 1992
City of Boynton Beach
City Planning Department
P.O. Box 310
Boynton Beach, Florida 33425
ATTN: Mr. Christopher Cutro
City Planner
RE: BILL WINCHESTER - KNUTH ROAD P.C.D.
MASTER PLAN AMENDMENT - SERVICE STATION SITE
De a r Mr. Cu t r 0 :
Please be advised that the modified conceptual Master Drainage
Plan to provide for a service station does not create any
additional drainage impact since the run-off is essentially the
same as computed for the original use.
Should you have any questions, please do not hesitate to contact
our office.
Very truly yours,
~cE.\\le.o
p~t;;.. "
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ROS~JA"NlJ)fALAVASI ENGINEERS, INC.
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Enrico Rossi, P.E.
ER/jh
cc: Chuck Yannetti, Kilday & Associates
~
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SIMMONS & WHITE, INC.
Engineers · Planners · Consultants
January 9, 1992
Kilday and Associates
1551 Forum Place, Building 100
West Palm Beach, Florida 33401
Attention:
Mr. Chuck Yanette
Re:
Knuth Road PCD
Boynton Beach, Florida
Dear Mr. Yanette:
As per your recent request, our office has reviewed the approved
Master Plan and the proposed Master Plan for the above-referenced
project with regard to water and sewer usage. The site is
currently approved for a 120,000 S.F. shopping center of which
34,000 S.F. is a major department store, 74,532 S.F. consists of
miscellaneous retail stores, 6068 S.F. is a high-turnover, sit-
down restaurant and 5400 S.F. is a bank with drive-through
windows. The analysis for the above scenario was prepared by
K.S. Rogers Consulting Engineer, Inc. dated January 31, 1990.
The proposed scheme of development consists of a 34,000 S.F.
major department store, 79,740 S.F. of miscellaneous retail
stores, a 4500 S.F. bank with drive-through windows and a service
station, car wash, and 1248 S.F. convenience store. For
additional information concerning site location and layout,
please refer to the site plan prepared by Kilday and Associates.
The analysis prepared by K.S. Rogers for the previously approved
Master Plan estimated an average daily water usage of 32,840
gallons per day based on Palm Beach County Health Department
usage standards as follows:
General Retail Space
110,900 S.F. @ 0.01 gal./S.F.
Restaurant
(435 seats)
9,100 S.F. @ 50 gal./seat
The improvements shown
estimated average daily
calculated in accordance
Department usage standards
on the proposed Master Plan have an
water usage of 12,449 gallons per day
with the Palm Beach County Health
as follows:
General Retail Space (Includes bank and
convenience store) 119,488 S.F. @ 0.01 gal./S.F.
Service Station (2 water
closets)
2 water closets @ 250 gal./each
4623 Forest Hill Boulevard, Suite 112, West Palm Beach, Florida 33415
Telephone (407) 965-9144
M~. Chuck Yanette
Janua~y 9, 1992 Page Two
The ~emoval of the ~estau~ant f~om the app~oved Maste~ Plan and
the addition of the se~vice station and convenience store on the
p~oposed Maste~ Plan ~esults in a significant decrease in the
estimated ave~age daily water usage. The proposed car wash on
the service station pa~cel is ~equired by the Palm Beach County
Health Depa~tment to ~ecycle the wash water, resulting in a ve~y
small to negligible daily wate~ usage. As stated in the analysis
p~epared by K.S. Rogers, there is typically very little
difference in water and sewer flow rates for commercial uses
unless irrigation is p~oposed to utilize public water. The
source of ir~igation water is still anticipated to be from on-
site wells.
Sincerely,
INC.
RFR/jp
92-005
SIMMONS & WHITE, INC.
Engineers. Planners · Consultants
January 7~ 1992
Job No. 92-005
TRAFFIC IMPACT STATEMENT
Knuth Road P.C.D.
Boynton Beach, Florida
SITE DATA
The subject parcel is located in the southwest quadrant of the
intersection of Knuth Road and Boynton Beach Blvd. and contains
approximately 13.9 acres. The site is currently approved for a
120~000 S.F. shopping center of which 34~OOO S.F. is a major
department store~ 74,532 S.F. consists of miscellaneous retail
stores, 6068 S.F. is a high-turnover, sit-down restaurant and
5400 S.F. is a bank with drive-through windows. The report for
the above scenario was prepared by K.S. Rogers Consulting
Engineer, Inc. dated January 30, 1990. The proposed scheme of
development consists of a 34~000 S.F. major department store~
79,740 S.F. of miscellaneous retail stores~ a 4500 S.F. bank with
drive-through windows and a service station, car wash~ and 1248
S.F. convenience store. For additional information concerning
site location and layout, please refer to the site plan prepared
by Kilday and Associates.
TRAFFIC GENERATION
Palm Beach County Traffic Performance Standard Ordinance No. 90-
40, Article IV APPLICABILITY, Section 2(A)(3) requires that for
the purposes of determining previous approval traffic~ the
generation rates and capture rates of the previous approval shall
be updated to current pro forma traffic generation and pass-by
rates, if applicable, and shall be used to calculate previous
approval traffic. The proposed project traffic which exceeds
previous approval traffic on the major thoroughfare system (if
any) must meet the performance standards of Ordinance No. 90-40.
The previous approval traffic for this development may be
calculated as follows in accordance with the I.T.E. Trip
Generation Manual~ 5th Edition and local passer-by capture rates
accepted by Palm Beach County Traffic Division:
General Retail (2862 S.F.)
Ln (T) = .625 Ln (X) + 5.985
T = Trips Per Day
X = Area in 1000 Gross S.F.
Ln (T) = .625 Ln (108.532) + 5.985
= 7438
4623 Forest Hill Boulevard, Suite 112, West Palm Beach, Florida 33415
Telephone (407) 965-9144
Traffic Impact Statement
Job No. 92-005
January 7, 1992 - Page Two
GENERATION RATES (CONTINUED)
Pass-By 7-
= 45.1 - .0225 (X)
= 45.1 - .0225 (108.532)
= 42.667-
= 7438 7438 ( .4266)
= 4265
NET
Hiqh-Turnover. Sit-Down Restaurant (6068 S.F.)
6068 S.F. x 201 tpd
1000 S.F. = 1220 tpd
Less 157- Internal = (183)
Less 157- Capture = (156)
NET = 881 tpd
Bank With Drive-Throuqh (5400 S.F.)
5400 S.F. x 291 tpd
1000 S.F. = 1571 tpd
Less 18.057- Internal = (284)
Less 467- Capture = (592)
NET = 695 tpd
The previous approval traffic based on current generation rates
and pass-by rates is 5841 tpd as follows:
4265 + 881 + 695
=
5841 tpd
The total traffic to be generated by the proposed Knuth Road
P.C.D. may be calculated as follows:
General Retail (113.740 S.F.)
Ln ( T )
=
.625 Ln (X) + 5.985
.625 Ln (113.74) + 5.985
7659 tpd
=
=
Traffic Impact Statement
Job No. 92-005
January 7, 1992 - Page Three
GENERATION RATES (CONTINUED)
NET
= 45.1 - .0225 (X)
= 45.1 - .0225 (113.74)
= 42.54%
= 7659 7659 ( .4254)
= 4401 tpd
Pass-By %
Bank With Drive-ThrouQh (4500 S.F.)
4500 S.F. x 291 tpd
1000 S.F.
Less 18.05% Internal
Less 46% Capture
= 1310 tpd
= ( 236 )
= (494 )
NET
=
580 tpd
Service Station
Service Station
= 748 tpd
= (105)
= (373)
= 270 tpd
Less 14% Internal
Less 58% Capture
NET
Car Wash
Car Wash
Convenience Store (1248 S.F.)
1248 S.F. x 887.056 tpd
1000 S.F.
Less 50% Purchase Gas
Less 45% Capture
= 166 tpd
NET
= 1107 tpd
= (374)
= (330)
= 403 tpd
Traffic Impact Statement
Job No. 92-005
January 7, 1992 - Page Four
GENERATION RATES (CONTINUED)
The total traffic to be generated by the proposed Knuth Road
P.C.D. is 5820 tpd as follows:
4401 + 580 + 270 + 166 + 403 =
5820 tpd
CONCLUSION
The proposed site improvements generate less trips per day than
is currently vested to the site by the above-referenced previous
approval. The above methodology has been discussed and approved
by representatives of Palm Beach County Traffic Division and is
in conformance with the Palm Beach County Traffic Performance
Standard Ordinance No. 90-40. This site is theref e approvable
with regards to traffic performance.
F. Rennebaum, P.E.
da Registration No. 41168
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SIMl,.ONS & WHITE, IN~.
Engineers · Planners · Consultants
January 7, 1992
Job No. 92-005
TRAFFIC IMPACT STATEMENT
Knuth Road P.C.D.
Boynton Beach, Florida
SITE DATA
The subject parcel is located in the southwest quadrant of the
intersection of Knuth Road and Boynton Beach Blvd. and contains
approximately 13.9 acres. The site is currently approved for a
120,000 S.F. shopping center of which 34,000 S.F. is a major
department, store, 74,532 S.F. consists of miscellaneous retail
stores, 6068 S.F. is a high-turnover, sit-down restaurant and
5400 S.F. is a bank with drive-through windows. The report for
the above scenario was prepared by K.S. Rogers Consulting
Engineer, Inc. dated January 30, 1990. The proposed scheme of
development consists of a 34,000 S.F. major department store,
79,740 S.F. of miscellaneous retail stores, a 4500 S.F. bank with
drive-through windows and a service station, car wash, and 1248
S.F. convenience store. For additional information concerning
site location and layout, please refer to the site plan prepared
by Kilday and Associates.
TRAFFIC GENERATION
Palm Beach County Traffic Performance Standard Ordinance No. 90-
40, Article IV APPLICABILITY, Section 2(A)(3) requires that for
the purposes of determining previous approval traffic, the
generation rates and capture rates of the previous approval shall
be updated to current pro forma traffic generation and pass-by
rates, if applicable, and shall be used to calculate previous
approval traffic. The proposed project traffic which exceeds
previous approval traffic on the major thoroughfare system (if
any) must meet the performance standards of Ordinance No. 90-40.
The previous approval traffic for this development may be
calculated as follows in accordance with the I.T.E. Trip
Generation Manual, 5th Edition and local passer-by capture rates
accepted by Palm Beach County Traffic Division:
General Retail (2862 S.F.)
Ln (T) = .625 Ln (X) + 5.985
T = Trips Per Day
X = Area in 1000 Gross S.F.
Ln (T) = .625 Ln (108.532) + 5.985
= 7438
4623 Forest Hill Boulevard, Suite 112, West Palm Beach, Florida 33415
Telephone (407) 965-9144
Traffic Impact Statement
Job No. 92-005
January 7, 1992 - Page Two
GENERATION RATES (CONTINUED)
Pass-By %
= 45.1 - .0225 (X)
= 45.1 - .0225 (108.532)
= 42.66%
= 7438 7438 (.4266)
= 4265
NET
Hiqh-Turnover.. Sit-Dawn Restaurant (6068 S.F.)
6068 S.F. x 201 tod
1000 S.F. = 1220 tpd
Less 151. Internal = (183)
Less 15% Capture = (156)
NET = 881 tpd
Bank With Drive-Throuqh (5400 S.F.)
5400 S.F. x 291 tod
1000 S.F. = 1571 tpd
Less 18.05% Internal = (284)
Less 46% Capture = (592)
NET = 695 tpd
The previous approval traffic based on current generation rates
and pass-by rates is 5841 tpd as follows:
4265 + 881 + 695
=
5841 tpd
The total traffic to be generated by the proposed Knuth Road
P.C.D. may be calculated as follows:
General Retail (113..740 S.F.)
Ln ( T )
=
.625 Ln (X) + 5.985
.625 Ln (113.74) + 5.985
7659 tpd
=
=
Traffic Impact Statement
Job No. 92-005
January 7~ 1992 - Page Three
GENERATION RATES (CONTINUED)
Pass-By 7-
= 45.1 - .0225 (X)
= 45.1 - .0225 (113.74)
= 42.547-
= 7659 7659 ( .4254)
= 4401 tpd
NET
Bank With Drive-ThrouQh (4500 S.F.)
4500 S.F. x 291 tpd
1000 S.F.
Less 18.057- Internal
Less 467- Capture
= 1310 tpd
= (236)
= (494)
NET
=
580 tpd
Service Station
NET
= 748 tpd
= (105)
= (373)
= 270 tpd
Service Station
Less 147- Internal
Less 587- Capture ,
Car Wash
Car Wash
=
166 tpd
Convenience Store (1248 S.F.)
1248 S.F. x 887.056 tpd
1000 S.F.
=
1107 tpd
Less 507- Purchase Gas
=
(374)
Less 457- Capture
=
(330)
NET
=
403 tpd
Traffic Impact Statement
Job No. 92-005
January 7, 1992 - Page Four.
GENERATION RATES (CONTINUED)
The total traffic to be generated by the proposed Knuth Road
P.C.D. is 5820 tpd as follows:
4401 + 580 + 270 + 166 + 403 =
5820 tpd
CONCLUSION
The proposed site improvements generate less trips per day than
is currently vested to the site by the above-referenced previous
approval. The above methodology has been discussed and approved
by representatives of Palm Beach County Traffic Division and is
in conformance with the Palm Beach County Traffic Performance
Standard Ordinance No. 90-40. This site is therefore approvable
with regards to traffic performance.
F. Rennebaum, P.E.
ida Registration No. 41168
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