APPLICATION
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Kimley-Horn
and Associates, Inc.
Transmittal
Date: January 24, 2005
Project Name: Grove Plaza
To: Masoud Atefi, MSCE
Palm Beach County Engineering
. ,Qf
Job Number: 042387002
4431 Embarcadero Drive
West Palm Beach, Florida
33407
TEL 561/845-0665
FAX 561/863-8175
160 Australian Avenue
Suite 303
. West Palm Beach, Florida 33416
We are sending these by
IZI u.s. Mail
D Other:
D FedEx
We are sending you
IZI Attached
D Under separate cover via
D Via Courier
D Shop Drawings
D Samples
the following items:
D Prints/Plans
D Other:
D Specifications D Change Orders
Copies
Description
Date
No.
2
Traffic Equivalency Analysis
These are transmitted as checked below:
IZI For your use
D As requested
D For review and comment
D Approved as submitted
D Approved as noted
D Returned for corrections
Remarks:
Copy to: Lution Hill (With attachments)
Eric Johnson (With attachments)
D Resubmit
D Submit
D Return
D Copies for approval
D Copies for distribution
D Corrected prints
Signed U-~ lIJ J..L...-
Christop er W. Heg~;r;, Associate
~=.n
Kimley-Horn
and Associates, Inc.
January 24,2005
Masoud Atefi, MSCE
Palm Beach County Traffic Engineering
160 Australian Avenue, Suite 303
West Palm Beach, FL 33406
Re: Grove Plaza, Boynton Beach
Traffic Equivalency Analysis
042387002
Dear Masoud:
Kimley-Horn and Associates, Inc. has performed a traffic equivalency analysis for
the above-referenced site, which is located in Boynton Beach, Florida in the
southeast quadrant of the intersection of Lawrence Road and Hypoluxo Road.
The site was originally approved for the following land uses:
- Parcel A: service station (12 f.p.) + convenience store (2,940 s.f.)
- Parcel B: drive-in bank (3,800 square feet)
- Parcel C: retail (6,560 square feet)
- Parcel D: retail (9,000 square feet)
- Parcel E: fast food restaurant (3,600 square feet)
- Parcel F: fast food restaurant (3,600 square feet)
The currently proposed plan of development is as follows:
- Parcel A: service station (12 f.p.) + convenience store (2,940 s.f.)
Parcel B: office (14,468 square feet)
Parcel C: retail (6,832 square feet)
Parcel D: retail (11,973 square feet)
Parcel E: car wash
Parcel F: retail (7,180 square feet)
The trip generation potential of the proposed plan of development was compared to
the current approval. This letter summarizes the result of the analysis.
Trip Generation Comparison
Trip generation for the approved and proposed development was calculated using trip
generation rates published by Palm Beach County.
To account for the expected capture of trips between the parcels on site, an internal
capture calculation was undertaken using the methodology contained in the Institute
of Transportation Engineers' (ITE) Trip Generation Handbook, March 2001 for
.
TEL 561 845 0665
FAX 561 863 8175
.
4431 Embarcadero Drive
West Palm Beach, Florida
33407
~=.~
Kimley-Horn
and Associates, Inc.
Masoud Atefi, MSCE, January 24, 2005, Page 2
daily, a.m. and p.m. peak hour periods. Maximum internal capture was limited to ten
percent to and from any of the proposed uses.
Table I summarizes the approved and proposed development trip generation. Based
on this analysis, the daily, a.ill. peak hour and p.m. peak hour trip generation
potential is lower than the trip generation potential of originally approved uses.
Driveway Volumes
Because the proposed trip generation potential is less than that which was originally
approved, it is not expected that any new turn lanes will be required beyond what
was originally approved for the site. Additionally, because the trip generation
potential represents a decrease from the existing approval, none of the driveways are
expected to require reclassification from the previous approval.
Conclusion
This analysis demonstrates the proposed plan of development does not result in an
increase in the daily, a.m. peak hour or p.m. peak hour trip generation potential over
that which was originally approved. In addition, the turn lane requirements and
requirements for other driveway features are expected to remain unchanged from the
original approval.
If you have any questions regarding this analysis, please call me at 845-0665.
Sincerely,
KIMLEY -HORN AND ASSOCIATES, INC.
{;t~4f. W~
Christopher W. Heggen, P.E.
Tpnsp'Jrtatil)n El~;ineer
,Il.tlos-
F1orida:Registrlltion
Namber 58636
CA 0000696
CWG/grb
Attachments
cc:
Lution Hill, KMA Investments
Eric Johnson, City of Boynton Beach
P:\0423\87002\O 12405ma.doc
"
-
TABLE 1
GROVE PLAZA, BOYNTON BEACH
TRIP GENERATION
Land Use Intensity Dally AM Peak Hour PM Peak Hour
Trips Total In Uut Total In Out
ADD roved Site Traffic
Fast Food Restaurant 7,200 sq. ft. 3,572 382 195 187 249 129 120
Gas Station 12 f.p. 2023 145 73 72 166 83 83
Convenience Store 2,940 sq. ft. 2170 197 99 98 154 79 75
Retail 15,560 sq. ft. 2,052 16 10 6 183 88 95
Drive In-Bank 3,800 sq. ft. 1,008 47 26 21 174 87 87
Subtotal 10,825 787 403 384 926 466 460
Internal Cauture Daily AM PM
Fast Food Restaurant 09.77% 07.33% 10.00% 349 28 14 14 25 13 12
Gas Station 04.88% 04.41% 06.71% 99 6 3 3 11 6 6
Convenience Store 05.24% 05.99% 06.22% 114 12 6 6 10 5 5
Retail 09.70% 00.00% 09.84% 199 0 0 0 18 9 9
Drive In-Bank 09.92% 10.00% 10.00% 100 5 3 2 17 9 9
Subtotal 861 51 26 25 81 42 41
Pass-By Cauture
Fast Food Restaurant 45.00% 1,450 159 81 78 101 52 49
Gas Station 60.00% 1,154 83 42 41 93 46 46
Convenience Store 60.00% 1,234 111 56 55 86 44 42
Retail 44.75% 829 7 4 3 74 35 38
Drive In-Bank 46.00% 418 19 11 9 72 36 36
Subtotal 5,085 379 194 186 426 213 211
NET APPROVED TRIPS 4,879 357 183 173 419 211 208
ProDosed Site Traffic
Car Wash I stall 166 8 4 4 8 4 4
Gas Station 12 f.p. 2023 145 73 72 166 83 83
Convenience Store 2,940 sq. ft. 2170 197 99 98 154 79 75
Retail 25,985 sq. ft. 2,849 27 16 11 257 123 134
Office 14,468 sq. ft. 301 40 35 5 45 8 37
Subtotal 7,509 417 227 190 630 297 333
Internal Cauture Dailv AM PM
Car Wash 10.00% 00.00% 00.00% 17 0 0 0 0 0 0
Gas Station 01.72% 00.61% 02.49% 35 1 0 0 4 2 2
Convenience Store 01.85% 00.82% 02.31% 40 2 I I 4 2 2
Retail 04.32% 03.70% 04.67% 123 1 1 0 12 6 6
Office 09.30% 07.50% 06.67% 28 3 3 0 3 1 2
Subtotal 243 7 5 1 23 11 12
Pass-By Cauture
Full-Service Car Wash 0.00% 0 0 0 0 0 0 0
Gas Station 60.00% 1,193 86 44 43 97 49 49
Convenience Store 60.00% 1.278 117 59 58 90 46 44
Retail 44.52% 1,213 12 7 5 109 52 57
Office 5.00% 14 2 2 0 2 0 2
Subtotal 3,698 217 112 106 298 147 152
NET PROPOSED TRIPS 3,568 193 110 83 309 139 169
Net New Trips (l,3Il) (164) (73) (90) (II 0) (72) (39)
Note: Tnp general10n was cilfcuTatw .usmg the followmg data:
Daily Traffic Generation
Fast Food Restaurant
Gas Station
Convenience Store
Retail
Office
Car Wash
AM Peak Hour Traffic Generation
Fast Food Restaurant
Gas Station
Convenience Store
Retail
Office
Car Wash
PM Peak Hour Traffic Generation
Fast Food Restaurant
Gas Station
Convenience Store
Retail
Office
Car Wash
[p.Re.]
[P.RC.]
[p.B.e.]
[p.Re.]
[P.Re.]
[P.Re.]
T = 496.12 trips per 1,000 sq. ft.
T ~ 168.56 trips per fueling position
T = 737.99 trips per 1,000 sq. ft.
Ln(T) ~ 0.64 Ln(X) + 5.87
Ln(T) = O.77*Ln(X) + 3.65
T = 166 trips per day per stall
[P.Re.]
[P.B.e.]
[P.B.C.]
[P.Re.]
[p.RC.]
[P.B.C.]
T = 53.11 trips per 1,000 sq. ft. (51 %,49% out)
T = 12.07 trips per vfp. {50%, 50% out)
T = 67.03 trips per 1,000 S.F.; (50%in, 50%out)
T = 1.03 trips per 1,000 S.F.; (61%in, 39%out)
Ln(T) = 0.80*Ln(X)+1.55 (88% in, 12% out)
T = 8 trips per stall
[p.RC.]
[P.RC.]
[p.B.C]
[p.B.C.]
[p.B.C.]
[p.B.c.]
T = 34.64 trips per 1,000 sq. ft. (52%, 48% out)
T = 13.86 trips per vfp. (50%. 50% out)
T = 52.41 trips per 1,000 S.F.; (50%in, 5O%out)
Ln(T) = 0.660 Ln(X) + 3.40 (48% in. 52% out)
Ln(T) = 0.74*Ln(X)+1.83 (17% in, 83% out)
T = 8 trips per stall
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Copyright \0 2fXJ4, Kimley.Horn and A.uodales, Inc.
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WEINER & ARONSON, P.A.
ATTORNEYS AT LAW
The Clark House
102 North Swinton Avenue
Delray Beach, Florida 33444
Telephone: (561) 265-2666
Telecopier: (561) 272-6831
E-mail: jmankoff@zonelaw.com
MICHAEL S. WEINER
CAROLEJ.ARONSON
JASON S. MANKOFF
KERRY SAFIER
OF COUNSEL:
ROBERT MARC SCHWARTZ, P.A.
Florida Bar Board Certified
Real Estate Lawyer
MICHAEL R. HARRIS
L.L.M. (In Taxation)
November 3, 2004
Via Hand Deliverv
Mr. Michael W. Rumpf, Chairman
City of Boynton Beach
100 East Boynton Beach Blvd.
Boynton Beach, Florida 33425
Re: Grove Plaza Master Plan
Our File No.: KMAI008
Dear Michael:
The purpose of this letter is to make a Statement of Justification for the Modification of the Master
Plan which has been approved for the shopping plaza referred to as Grove Plaza located at the corners of
Lawrence Road and Hypoluxo Road in Boynton Beach, Florida.
We are requesting conditional use and site plan approval and in connection therewith,
modification of the Master Plan for Parcel C of Grove Plaza. This new plan more appropriately carries out
the intent of the Master Plan.
The new site plan will not disturb the loop road and will provide the required thirty foot (30')
setback to the building with appropriate landscaping and buffers. The new design more appropriately
utilizes the entrances within the Master Plan and presents a more efficient use of parking. The Site Plan
meets all required design requirements of the Master Plan. It will present a superior design as compared
to the presently approved building.
If you have any questions or need additional information, do not hesitate to contact the
undersigned.
O:\KMAIO08\Letter Master Plan Modification Justification.Nov 3.rtf
'I.- -
PROJECT NAME: Grove Plaza Parcel C
LOCATION: 3490 Hypoluxo Rd
PCN: 08-43-45-07-20-000-0030
I FILE NO.: MPMD 05-003 II TYPE OF APPLICATION: I
AGENT/CONTACT PERSON: OWNER: Grove Plaza C, LLC
Lution Hill ADDRESS:
ADDRESS: 2295 NW Corporate Blvd FAX:
Sutie 245 Boca Raton, FL 33431 PHONE:
FAX: - 561-998-5360
PHONE: 561-998-71 00
Date of submittal/Projected meetin2 dates:
SUBMITTAL / RESUBMITTAL 11/3/04
1 ST REVIEW COMMENTS DUE: 11/20/04
PUBLIC NOTICE: 1/15/05
TRC MEETING: 1/4/05
LAND DEVELOPMENT SIGNS POSTED
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD 1/25/05
MEETING:
COMMUNITY REDEVELOPMENT
AGENCY BOARD
CITY COMMISSION MEETING: 2/1/05
COMMENTS:
S:\Planning\SHARED\WP\PROJECTS\grove plaza\Grove Plaze Parcel C\MPMD 05-003\2004 PROJECT TRACKING INFO.doc