REVIEW COMMENTS
RECREATION &: PARK MEMORANDUM 191-318
RE:
Tambri Heyden, Senior Planner
Planning Department
John Wildner, Parks Superintendent ~
Charles C. Frederick, Director~ t1
Recreation & Park Department <:~
Seamist Centre and Marina (Conditional Use)
TO:
FROM:
THROUGH:
DATE:
August I, 1991
We have reviewed the MasterPlan for the conditional use of the
Seamist Centre and Marina (mixed use building). Although the
development will include 13 multi-family residential units, they
will not be required to comply with Article IX, Section 8 of the
sub-division regulations (recreation land dedication), since this
property is not being replated.
If the property was being replated, the developer would be
required to dedicate a fee equal to (.015 x 13 multi-family
units) .195 acres.
JW:ad
RECEIVED
A.UG 2 C; I
PLANNII~G DEPT.
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RECREATION &: PARK MEMORANDUM 191-318
RE:
Tambri Heyden, Senior Planner
Planning Department
John Wildner, Parks Superintendent ~
Charles C. Frederick, Director~ t1
Recreation & Park Department <:~
Seamist Centre and Marina (Conditional Use)
TO:
FROM:
THROUGH:
DATE:
August 1, 1991
We have reviewed the MasterPlan for the conditional use of the
Seamist Centre and Marina (mixed use building). Although the
development will include 13 multi-family residential units, they
will no~be required to comply with Article IX, Section 8 of the
sub-division regulations (recreation land dedication), since this
property is not being replated.
If the property was being replated, the developer would be
required to dedicate a fee equal to (.015 x 13 multi-family
units) .195 acres.
JW: ad
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July 30, 1991
GEE & JENSON
MEMORANDUM
FROM:
vince Finizio rI7. ~."
Richard staudin~{2-j,.... ~
TRB Review SeaMist Centre and Marina
Conditional Use Review
TO:
RE:
My understanding is that the plan will not be moving forward from
TRB to P&Z, but that the applicant will resubmit. Therefore all
of the following comments are to be considered courtesy comments.
Applicant indicates no drainage in the submittal plans. A
drainage plan must be submitted for the application to be
considered complete and for TRB to review the plans. The
drainage plan must address what is happening the run-off from
rainfall on the site.
An on-site drainage system must be proposed or if an off-site
drainage system is proposed the applicant must show that the off-
site drainage system will have the necessary volume to accom-
modate this project.
Applicant has indicated that a SFWMD permit has been issued for
the Lighthouse Square Marina project and that this site will
utilize the Lighthouse Square Marina drainage system. If this is
the case, a modification to the SFWMD permit is necessary and
this permit will be required before final sign-off can be made by
the Engineering Department.
The usual drainage calculations, exfiltration trench percolation
tests, and drainage details are required. None of which were
included in this application.
WRS:kvc
91-049
cc: Chris cutro
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RECEIVED
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A.UG 5 I '1/
PLANNII~G DEPT.
'J-.
ENGINEERING DEPARTMENT MEMORANDUM NO. 91-145CC
July 31, 1991
TO: Christopher Cutro
Director of Planning
FROM: Vincent A. Finizio
Administrative Coordinator of Engineering
RE: TECHNICAL REVIEW BOARD COMMENTS
SEA KIST CENTRE (COURTESY COMMENTS)
CRAIG R. LIVINGSTON, ARCHITECT
In accordance with the City of Boynton Beach, Florida, Code of Ordinances,
specifically, Chapter 19, Section 19-17, "Plan Required", including Chapter 5,
Article X, "Boynton Beach Parking Lot Regulations", Section 5-142, "Required
Improvements" inclusive, the applicant for the above referenced project shall
submit the following plan revisions, information and technical data.
1. Depict upon plans provisions for handicap ramps in accordance with Section
5-l42(k), "Handicap Requirements".
2. Provide a site lighting system in accordance with Section 5-l42(a) , "Lighting",
including conformance with Section 5-142(g) , "Lighting Standards".
Additionally, the applicant shall conform with the provisions set forth in
Section 5-l42(b), "Pedestrian Lighting".
3. In accordance with Section 5-l42(e) , the applicant shall depict upon plans
continuous raised concrete curbing where parking stalls abut landscaped areas,
including the installation of car stops at all parking stalls.
4. In accordance with Section 5-l42(f) , "Drainage", the applicant shall provide
a drainage system that conforms to the requirements set forth in the City's
Code of Ordinances. Cross reference, Appendix "C", "Design Requirements",
"Stormwater Treatment" and "Drainage Systems". Additionally, the drainage
systems shall comply with the provisions set forth in Section 5-l42(g) ,
"Drainage Standards".
5. The applicant shall provide handicap parking stalls with the proper signage
consistant with the State Handicap Code requirements (DCA Accessibility
Requirements Manual) and with the Standard Building Code and the countywide
amendments hereto. Section 5-142(k), "Handicap Requirements".
6. In accordance with Section 5-142(1), "Parking Lot Striping", the applicant
shall provide parking stalls which shall be delineated by double line,
painted stripes where parking stalls abut each other, which shall comply with
City standards as set forth in Section 5-l42(g) , "Striping Standards".
7. In accordance with Section 5-l42(m), "Fire Lanes", the applicant shall make
provisions for the installation of fire lanes and/or coordinate a suitable
alternate with the Fire Department TRB representative.
8. The applicant for the above reference project shall provide a suitable number
of parking stalls which comply with City standards. Number of parking stalls
shall comply with the requirements set forth in applicable Zoning Regulations
and other City Code of Ordinances. Provisions shall be made for adequate
off street parking in accordance with applicable Zoning Districts prior to
Engineering Department final sign off.
9. Applicant indicates no drainage in the submittal plans. A drainage plan must
be accompanied for the application to be considered complete and for the TRB
to review the plans. The drainage plan must address what is happening to the
runoff from rainfall on the site.
ENGINEERING DEPARTMENT MEMORANDUM NO. 91-145CC con' t.
T.R.B. COMMENTS - SEA MIST CENTRE
10. An onsite drainage system must be proposed or if an onsite drainage system
is proposed, the applicant must show that the offsite drainage system will
have the necessary volume to accomodate this project.
11. The applicant has indicated that the South Florida Water Management District
permit has been issued for the Lighthouse Square Marina Project and that the
Sea Mist Centre site will utilize the Lighthouse Square Marina drainage system.
If this is the case, a modification to the South Florida Water Management
District permit is necessary and this permit will be required before final
sign off can be made by the Engineering Department.
12. The usual drainage calculations, exfiltration trench percolation tests and
drainage details are required. None of the aforementioned items were included
in this application.
It is my understanding that this plan will not be moving forward from TRB to P&Z,
but that the applicant will resubmit when compliance with the aforementioned
comments has been attained.
Vincent A. Finizio
Administtative Coordinator of Engineering
WRS:VAF/ck
cc: J. Scott Miller, City Manager
BUILDING DEPARTMENT
MEMORANDUM NO. 91-286
July 30, 1991
TO: Christopher Cutro, planning Director
THRU: Don Jaeger, Building & Zoning Director~
FROM: Michael E. Haag, Zoning & Site Development Administrator
RE: TRB Comments - July 30, 1991 Meeting
CONDITIONAL USE APPROVAL - SEAMIST CENTRE AND MARINA (DEMOLITION
OF EXISTING STRUCTURES AND CONSTRUCTION OF NEW MIXED-USE
BUILDING THAT INCLUDES RETAIL, OFFICE AND RESIDENTIAL USES
PLUS EXISTING MARINA USES)
Upon review of the above mentioned project, the following list of
comments have been provided as a courtesy with the applicant's
knowledge that there will be a full review made when the project
is placed on a future Technical Review Board agenda.
1. Show and specify on the site plan the appropriate number of
regular and handicapped parking spaces as required by
Section 6.E.4 of Appendix A-Zoning. show the computations
used to determine the required parking spaces for all uses
including the uses located on the water. Incorporate into
the parking area drawings the required Central Business
District landscaping (Article III, Chapter 7.5). If the
required parking spaces are being appropriated by lease
agreements and/or shared parking agreements, provide a copy
of the city approved documents of same.
2. show and identify on the site plan the building setback
dimensions as required by Section 6.E.3 of Appendix
A-Zoning.
3. Specify on the plans that the private craft occupied as
living quarters and specified as residential on the plan are
connected to public sewer facilities (Appendix A-Zoning,
Section 6.E.1.e).
4. Specify on the elevation view drawing the type of material
and color of the following exterior finish material as shown
on the plan: lattice panel and the trim around the round
window and louver.
5. The outline, configuration and material shown and identified
on the project drawing(s) submitted with the plan(s) for
final sign-off shall match in every respect the colored
drawing(s) approved by the City Commission during the
approval process of the project. The color of each exterior
finish material shown on the final sign-off plans shall be
identified by name, color number and manufacturers name
which shall match in every respect with the color(s) shown
on the drawing(s) approved by the City Commission. A
manufacturer's color chart showing and identifying all
approved color(s) shall be submitted with the plans for
final sign-off.
6. The sign Code allows only one (1) sign per site with a ten
(10) foot setback from the property line to the leading edge
of the sign. Revise the drawings to be consistent with the
requirements of the Sign Code. All signs are required to be
on the site. Remove from the drawing the off premise sign
located along Casa Lorna Boulevard.
To: Christopher Cutro
Re: SeaMist Centre, Memo # 91-286
Page Two of Two
7. Specify on the site plan the elevation and type of material
proposed for the walkway along Casa Lorna Boulevard and
Orange Grove Avenue. Where the elevation varies, provide
spot elevations along the entire length of the walkways.
Show and specify the walkways in compliance with the
handicapped code.
8. Specify on the site plan the elevation of the paver block
sidewalk where the elevation varies, provide spot elevations
along the entire length of the walkway.
9. Specify on the site plan the elevation of the parking
surface at the handicapped parking space. Provide spot
elevations of the parking surface along the walkway adjacent
to Casa Lorna Boulevard and Orange Grove Avenue. Where
required by code show on the plans the appropriate type,
size and position of handrails and/or guardrails.
Including type of material and color.
10. Specify on the plans that a handicapped ramp with a length
over seven (7) feet and rise over seven (7) inches will have
the appropriate handicapped handrail.
11. show the location, elevation and specify the size of the
level platform that is required at the entrance to the first
floor retail tenant spaces and the first floor common
restrooms.
12. Specify on the plan the elevation of the top of the new sea
wall.
13. Incorporate into the plans the following site cross section
drawings:
i. center line of Casa Lorna Boulevard south to water
side of new sea wall
ii. parking surface at Orange Grove Avenue east to
water side of new sea wall.
Note: Show and include elevation of water, walkways,
finish floor, crown of road, parking surface, sea wall
and curbing. Identify on site plan the location of the
cross sections.
In order to facilitate the permitting process, the following
information should be included within your documents submitted to
the Building Department for required permits:
1. All construction shall comply with the Standard Building
Code, 1988 Edition, and all subsequent codes and ordinances.
2. Provide a detailed plan view and full section view drawing
of the dumpster enclosure and pad. Identify the following
dumpster information:
Specify the location, size and type of all required
vertical and horizontal structural material and
components for the enclosure walls and associated pad.
3. Acquire a demolition permit.
~~
Michael E. Haag
~"~
~~
MEH:pam
SEAMIST.SDD
RECREATION &: PARK MEMORANDUM *91-313
TO: Chris Cutro, Director
Planning Department
FROM:
Kevin J. Hallahan
Forester/Environmentalist
t<~ tr
RE:
Seamist Centre & Marina - Conditional Use
DATE:
July 31, 1991
Ninety percent (90%) of all landscape materials must be native
species to meet the C.B.D. requirements.
KH: ad
RECEIVED
JUL S 1 -
PLANNING DEPT.
FIRE DEPARTMENT MEMORANDUM NO. 91-210 WDC
TO:
CITY PLANNER
FROM:
FIRE DEPARTMENT
RE:
TRB - SEAMIST CENTER
DATE:
AUGUST 2, 1991
IN ORDER TO ADEQUATELY ASSESS THIS PROJECT, WE WISH TO SEE
THE FOLLOWING:
A MASTER PLAN OF THE PROJECTS IN THIS AREA i.e.:
INTRACOASTAL BRIDGE
LIGHTHOUSE MARINA
SEAMIST CENTER
HALL'S DOCK FACILITY - i.e.
1000' OF DOCK NORTH OF THE PROPOSED BRIDGE.
ALSO ADJOINING PARCELS SHOULD BE IDENTIFIED.
PARKING AGREEMENTS SHOULD BE ILLUSTRATED.
WATER SERVICE CALCULATION SHOULD ILLUSTRATE THE TOTAL DEMAND
FOR EVERY PROJECT BEING INTERCONNECTED AND/OR PROPOSED (IF
POSSIBLE).
FURTHER COMMENTS TO BE ADDRESSED:
THE ORANGE GROVE RIGHT OF WAY HAS IMPACTS ON THE CASA LOMA
APARTMENTS. TO ABANDON THIS STREET WOULD CUT OFF ACCESS TO THE
REAR OF THE BUILDING AND CUT OFF ANY ASSOCIATED OFF-STREET
PARKING.
THE PROPOSED LANDSCAPING ALONG ORANGE GROVE EFFECTIVELY
INHIBITS THE APPROACH OF FIRE AND RESCUE VEHICLES. SINCE MUCH OF
THIS IS IMMEDIATELY ADJACENT TO THE ASSEMBLY AREA FOR THE DRIFT
BOATS, IT MUST BE KEPT OPEN. (NFPA #303 2-4.2)
WALKWAYS AT THE TOP OF THE SEAWALL ESPECIALLY ALONG THE
SOUTH SIDE OF THE BUILDING APPEAR TO BE TOO NARROW AND MAY HAMPER
FIREFIGHTING, ESPECIALLY IF A LARGER BOAT CATCHES ON FIRE.
PAGE 2 OF 2
FIRE PROTECTION SYSTEMS SHALL BE REQUIRED TO COVER THE
BUILDING AND THE DOCKS (BOTH FIRE SPRINKLER AND FIRE STANDPIPE).
FINALLY WE ARE DEFINITELY CONCERNED THAT, BECAUSE OF SO MUCH
DEPENDENCE ON THE LIGHTHOUSE MARINA PROJECT, THIS PROPERTY WILL
BE IMPROVED BEFORE AN INFRASTRUCTURE EXISTS TO SUPPORT IT.
ON RECEIPT OF THE REQUESTED INFORMATION, THE FIRE DEPARTMENT
WILL BE ABLE TO MAKE ADEQUATE FINAL COMMENT.
~' im~ <:~
WILLIAM D. CA ANAUGH, .~
FIRE DEPARTMENT TRB REPRESENTATIVE
searnist.wdc
pg
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%e City of
'Boynton r.Beacli
100 'E. 'Boynton 'Beadi 'Boukvara
P.O. 'Bo~310
'Boynton 'Buufr., 1"forida 33425-0310
(407) 738-7490
1"JtX: (407) 738-7459
Pfanning 'Department, City 9Iaf[ Comp~ 'West 'J1.-lng
--
October 22, 1991
Attn. Dan Weisberg, Senior Engineer
Palm Beach County Department of Engineering
and Public Works - Traffic Division
160 Australian AVenue, Suite 303
West Palm Beach, FL 33406
RE: SeaMist Centre and Marina - File No. 626
Revised Traffic Study
Dear Mr. Weisberg:
Attached you will find a copy of a revised traffic study for the
above-referenced project that was submitted to address your
department's comments dated July 23, 1991. If you have any
questions concerning this matter, please do not hesitate to
contact me.
Yours very truly,
~ f4
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Tambri J. He2n
Senio:F Planner
TJH/jm
Encls.
5lmerica's qateway to tfie quIfstream
October 113, 1991
JG-100-6703
Traffic Imp-act Study
Seemist Centre
700 Case Lome Blvd.
Boynton Beach FL
A. I ntroduct ion:
The pro tect will consi st of a f our stor~ mi xed-use structure,
. '-
approximately 276' long and 22' wide. A retail store (dive shop) which
now occupies a portion of the site will be rezed to make room for the new
building. Six retail units end one rentel office v-lill be located on the first
floor. Thirteen office/studio units will be on ttie second floor. T~lirteen
townhouse rental units will be located on the third and fourth floors. The
ground floor ret.ail consists of 5192 square feet. The ground floor office
space, together with the" second fl oor office/ studi 0- compri se 6952 squat-e
feet. The existing dive shop contains 1360 square feet. Two drift fishing
boats currentl~ operate out of the marina, generating 176 trips. No "
additionel trips will arise out of the drift. boat operation. The existing
tri ps resul ti ng from the ongoi ng dri ft boet operet i on have been excluded
for U"le purposes of U-lis anal~sis. Because this protect is located in ttie
~ -
central business district of Boynton Beach and many of the Seamist Centre
patrons will be shared with the adjecent Light.holJse Square 11arina
compleic the number of trips generated by the retail portion of ttilS project
is probably exaggerated. Ttie Centre will be constructed in a single phase.
We have attached a location map 8? Figure 1.
B. Li st i ng..Qf...Qro j ect generati on rates:
1. Townhouse apartments generate 7 tri ps/day.
2. Retail trip generation rete is computed by the formula
1 n(T) = .65 1 n(A) + 5.92 (A is area in 1000s)
3. Office trip generation rate is computed by the formula
1 n (T) = .75 1 n (A) + 3.77 (A i s a re a i n 1 000 s)
4. Drift Boat trips (Seats + Crew) * 2
5. % pass by = 45.1 - .0255 (Retail area)
C. Cal culations of Total Traffic Generated Based on TYRe of Land Use
1. Townhouses
13 * 7 = 91
2. Retail
a. Proposed
1 n(T)= .65 1 n(5. 192) + 5.92 = 1086
b. ExistinQ (to be removed)
...
In(T)= .651n(1.380) + 5.92 = -459
Net increase in retail = 627
3. Office
In(T)= .75 In(6.952) + 3.77 = 186
-- _." Gross Total Trips = 904
4. Pass-by trips (Retail only)
45.1 - .0225(5.192) =-44.96%
627 x 0.4496 = -28t
Net Trips = 623
D. Existfng Traffic:
=-~:__U" Figure 2 shows the exfsffrl9 traffi c vol ume taken from the 1990'=.":.c,>"~~~",,:-~-=
edition of t.he Palm Beach County f1PO Traffic volume map.
E. Background Traffic Determinatlon:
Typi call!d, growth factors that would produce si gnifi cant background
traffic are not. present in the radius of influence for this project (1 mile)
'whi ch is totall yeast of 1-95, and in an area act 1 vely seeking downtown
redevelopment. Creat i nQ ne\''y' structures in such redevelopment areas
...
generelly requires the removel of some existing structures end the net
increase in trip generation should be based only on the net increase in
floor area. The pro j ected build-out date for Seemi st Centre is lete 1992.
F. Assured ConstructIon
Although five year essured rood improvements ere not fectored into
the Palm Beecl1 County Traffic Volume Map, trips generated by this project
will not adversely effect the levels of service required for concurrency.
Therefore no constructIon need be assured to allow this project to move
forward.
G. TriQ Distribution:-
Trips have been distributed as shown in Figure 3 and 4. Figure 3 was
computed using 904 trips and Figure 4 using 623 trips.
H~ Trafflc Assignment
Traffic volume after project completIon together with the Level of
--. _ Ser'Y'lce J or theroadvi.8yTI nk; s sho\"vnl n Fi gures 5 andb_ . - . - -.-
- I~Def.errninetion of Camp-lienee With Standard:
This project is in compliance with all applicable treffic
.. . --.. . perf-Ot:rnatKe-st8ndards-as-outli~ed=in-=-OrdiAance 90=4O;=:-ftn3~J::gS(L--- ..-- .--
~.~Countywide Traffic.Performance Code-Df Palm Beacb=Coul'lty, FJori da. --.-
J. Professional Services Reguirement
Revi ewed end approved
~~~~ /0-/8.3;
John A. GrontJ III
Regi stered Engineer No. 22232
State of Flori da
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Prepared bV:
JOHN A. GRANT I JR., I NC .
3333 North federal HiQh\ilalJ
BoCtl Raton, fL 33431
SEAMIST MARINA APARTMENTS
700 Cese lome Blvd.
BoVnton Beech, fL
13294 17992
BOYNTON BCH 8l YO
204 70 PROJECt I
1 9554
f OCE AJol
13774
~ 6.393
SEACRfST FEDERjI,l
284 1 "'
29662
.-
15TH AYE
18316 23356
Existing Traffic
1 mile radius of influence
From 1990 M.P.O. Troffic Volume Hop
Fi gure 2
"..;..
8622
A-l -A
8790
Add1t;onol Troff;c 904 totol trips
Fl gure 3
( +52)
( + 1 04 )
BOYNTON BCH BL VD
(+623)
( +52) (+104) PROJECT I
.- (+2013) I ocr AN
( +41 5) (+208)
SEACREST FEDER AL
(+34) ( +207)
(+34) (+ 103)
15TH AVE
-
( +~5) (+104)
( + 1 04)
A-l - A
(+104)
Additionol Troffic 623 totol net trlps
One mile radius of influence
F1gure 4
13369
LOS A 13143
BOYNTON BCH BLVD LOS A
(+76) 20621 PROJECT I
LOS B 198561
LOS A OCEAN
SEACREST FEDER Al 6996 6694
LOS A LOS A
13824
LOS B 28715
LOS C
(+ 150)
28712 15TH AVE
LOSD
18366 23507
8773
LOS A
A-1-A
8940
LOS A
LOS 8
LOS B
Traffic Volume After Project 904 total trips
1 mile radius of influence
From 1990 M.P.O Traffic Volume Map
Fi gure 5
. . ~ .
13346
LOS A 13096
BOYNTON BCH BLVD LOS A
( +52) 20574 PROJECT I
lOSS 197621
LOS A OCEAN
SEACREST FEDER AL 6808 6601
LOS A LOS A
13808
LOS B 28621
LOS C
(+103)
28696 15THIWE
LOSD
18351 23460
8726
LOS A
A-1- A
8894
LOS A
LOS B
LOS e
Traffic Volume After Project 623 total net trips
1 mil e radi US of i nfl uence
From 1990 M.P.O Traffic Volume Map
Fi gure 6
. ,
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JOHN A. GRANT. JR.
CONSULTING ENGINEERS AND LAND SURVEYORS
3333 N. FEDERAL HIGHWAY
BOCA HA'l'ON. }<'LORIDA :334:n
June 18, 1991
CONSTRUCTION SURVEYS
MORTGAGE SURVEYS
STRUCTURAL DESIGN
SANITARY SEWERS
MARINAS
CONSTRUCTION SUPERVISION
BULKHEAD LINES
HIGHWAYS AND BRIDGES
STORM DRAINAGE
WATER SUPPLY
LAND DEVELOPMENT STUDIES
SUBDIVISIONS
TOPOGRAPHIC SURVEYS
BEACH EROSION
PHONE (407) 395-3333 FAX (407) 395.3315
City of Boynton Beach
120 NE 2nd Avenue
Boynton Beach, FL 33435-0310
Attention: Vincent Finizio
Engineering Administrator
RE: SEAMIST CENTER
Our Job No. JG 100-6703
Dear Mr. Finizio:
In anticipation of submitting for TRB approval next month, we
hereby transmit four (4) copies of a Traffic Impact Study on the
above referenced project. It is our understanding that the traffic
study must be in your hands at least 30 days prior to the deadline
for submitting the Site Plan.
Please review and advise and contact either myself or Gary Davis at
734-3330 if there are any questions.
Very
JOHN A. ANT,
:4
r
John A. Grant, III
Vice President
JAGIII/bd
Enclosure
cc: Craig Livingston
RECEI\lED
JUN 19
PLANNING DEPT.
-
-
EXECUTIVE STAFF
ARLENE V. MARSH
BARBARA A. RANTA
MARIE MATALLANA
DEBORAH M. ALTHOUSE
JUNE DEGEORGE
SUSAN STEWART
July 29, 1991
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OFFICE IDCATlON
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MAILING ADDRESS
P.O. BOX 910
BOYNTON BEACH, FLORIDA 33425-910
GENE MOORE
LAWYER
"JURIS DOCTOR"
TElEPHONE: 407-734-2424
TELECOPIER: 407-734.2497
City of Boynton Beach
Seacrest Blvd.
Boynton Beach, Florida
33435
Re: Portion Lot 7, all of Lots 8,
9, 10, II and 12 Casa Lorna
To whom it may concern:
The undersigned Agent for Attorneys' Title Insurance Fund
hereby declares that the title to the above mentioned
property is held by Wendall T. Hall and Janet B. Hall, his
wife, as Co-Trustees of the Hall Revocable Trust.
GM/bar
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~Agent Attorneys' Title Insurance Fund
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.----;.
JOHN A. GRANT. JR.
CONSULTING ENGINEERS AND LAND SURVEYORS
3333 N. FEDERAL HIGHWAY
Boc,\ RATO". FLOJ{IDA 33431
HIGHWAYS AND BRIDGES
STORM DRAINAGE
WATER SUPPLY
LAND DEVELOPMENT STUDIES
SUBDIVISIONS
TOPOGRAPHIC SURVEYS
BEACH EROSION
PHONE (407) 395-3333 FAX (407) 395.3315
CONSTRUCTION SURVEYS
MORTGAGE SURVEYS
STRUCTURAL DESIGN
SANITARY SEWERS
MARINAS
CONSTRUCTION SUPERVISION
BULKHEAD LINES
August 23~ 1991
City of Boynton Be8ch
Department of Planni ng
1 00 East Boynton Be8ch Blvd.
BolJnton Beach, Flori.. 33425- 0310
Attn: Ms Tambri J. Heyden
Re: RMpoMe to Techni~l Revieow Boerd Comments
Project Name:
Our job Number:
Pro po.sed use:
SEAHIST CENTRE
Our Job No. JG-l 00-6703
Mixed ~~
TraMmitted hereowith is 8 traffic aMIlJsis re....ised to reflect a generation rate of 551 trips as
suggested by Mr Dan Weisberg from P81 m Beach County Engl neeri ng. After revleowi ng the County
ordi nance. (90- 40. section VI- 2- B-7) owe still feel that there fa room to interpret the language to
support our position tMt the \l8ss- by reduction f8ctor can be applied to all non-r~ldent1al trips.
not just retail tri ps. This \v'OuId bring the tot81 tri p count to 471, 'Which is beIo....... the 500 trip
thr~hold. I n any event, the conclusions St8ted in our stOOIJ rem8in the same. There are no 8dverse
traffic i mpacts ~used blJ this project. This position is supported blJ Mr Weisberg is the last 11 ne of
his paragraph C.
If there are any qU~tiOM do not h~itate to contact Gary O8....is of this office 734- 3330.
We trust this is S8tisf8ctory.
III1GHD/gd
Enclosure
Yours very trul y.
:T2d4Ar
John A. Grant III
Vice- President
Copies to:
Craig Livi ngston, AlA
.'-",
RECEIVETh
AUG 26
PLANNING DEPT.
\
,
~
August 23, 1991
JG-100-6703
Traffic Imp-act Study
Seamist Centre
700 Casa Loma Blvd.
BO!:jnton Beach Fl
A. Introduction:
The project will consist of a four stor~ mixed-use structure,
- ~
approximately 276' long end 22' wide. A retail store (dive shop) which
now occupies a portion of the site will be razed to make room for the new
building. Six retail units and one rental office will be located on the first
floor. Thirteen office/studio units will be on the second floor. Trlirteen
townhouse rental units will be located on the third and fourth floors. The
ground floor retail consists of 4356 squere feet. The ground floor office
space, together with the second floor office! studio comprise 6620 'square
feet. The exisUnq dive shop contains 1380 square feet. Two drift fis~)inQ
~ ~
boats current1!:j operate out of the marina, generating 112 trips. No
additional trips will arise out of the drift boat operation. The existing
trips resulting from the ongoing drift boat operation have been excluded
for the purposes of this anelysis. Beceuse this project is locetedin the
central business district of Boynton Beach and many of the Seamist Centre
patrons will be shared with the edjacent lighthouse Square Merinlj
complex the number of trips generated by the retail portion of this project
is probably exaggerated. The Centre will be constructed in a si ngl e phase.
We have attached a location map es Figure 1 and a site and utility plan as
Exhibit A.
B. List.; ng..Qi.Qro ject generation rates:
1. Townhouse apartments generate 7 trips/d.ey.
2. Retail trip genen~tion rate is computed by the formula
In(T) = .65 In(A) + 5.92 (A is erea in 1000s)
3. Office trip generation rate is computed by the formula
1 n (T) = .75 1 n (A) + 3.77 (A i s are e i n 1 000 s)
C. Cel culatfons of Total Treffi c Generated Based on T~Qe of Land Use
1. Townhouses
13 * 7
=
91
2. Retall
a. Proposed
In(T)= .65 In(4.356) + 5.92 = 969
b. Exi st i ng (to be removed)
In(T)= .65 In( 1.380) + 5.92 = -459
Net increase in retail = 510
3. Offi ce
1 n(T)= .75 In(6.620) + 3.77 = 179
Gross Total Trips = 780
4. PaSS-by trips (Retail only)
45.1 - .0225( 10.976) = 44.85%
510 x 0.4485 = -229
Net Trips = 551
D. Exi sting Traffic:
Figure 2 shows the existing traffic volume taken from the 1990
edition of the Palm Beach County MPO Traffic volume map.
E. Background Traffic Determination:
Typicall YJ growth factors that woul d produce si gnifi cant background
traffic are not present in the radius of influence for this project (1 mile)
whi ch is totaH yeast of 1-95J and in an aree acti vety seeking downtown
redevelopment. Creating new structures in such redevelopment areas
generally requires the removal of some exisUng structures and the net
increase in trip generation should be based only on the net increase in
fl oor area. The pro jected bun d-out date for Seami st Centre is late 1992.
F. Assured Construction
Although five year assured road improvements are not factored into
the Palm Beach County Traffic Volume Map, trips generated by this project
wll 1 not adversely affect the levels of service required for concurrancy.
Therefore no construction need be assured to allow this project to move
forward.
G. TriQ Distribution:
Trips have been distributed as shown in Figure 3 and 4. Figure 3 was
computed using 780 trips and Figure 4 using 551 trips.
H. Troffi c Assignment
Traffic volume after project completion together with the Level of
. Servi ce for the roadway li nk is shown in Fi gures 5 and 6.
I. Determi nat; on of CotYlQl i !:lnce With Standard:
This project is in compliance wittl all applicable traffic
performance standards as oull i ned in Ordi nance 90-40, the 1990
Co_untywide Traffic Performance Code of Palm Beach County, Florida.
J. Professional Services Reguirement
Revi ewed and approved
~4
John A. Grant,lll
Regi stered Engineer No. 22232
State of Flori da
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Prepared by:
JOHN A. GRANT I JR., I Ne
3333 North federal HighW'f1Y
Boce Raton, fl 33431
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Figure 1
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SEAMIST MARINA APARTMENTS
700 Casa Lorna Blvd.
BoVnton Beach, FL
+
N
13294 17992
8OYNTON BCH Bl VO
204 70 PROJECT I
19554
I ocr AN
13774
6393
SEACREST FEDER ....L
28414
28662
.
15TH ^YE
18316 23356
Existing Treffic
1 mile redius of influence
from 1990 M.P.O. Troffic Volume Hop
Fi gure 2
8622
A-1 -A
8790
(+65:'
(+ 130)
BOYNTON BCH BLVD .
(... 700)
( +65) (+l;;z;n) PROJECT I
.. - -."
(+260)\ ocr AN
(+520) ( +260)
SEACREST FEDER AL
( +3!,) ( +260)
(+64 ) I ( ... 1 30)
15TH AVE
( +~3) (+ 130)
I ' - <
Additional Traffic 780 total trips
Figure 3
(+130)
A-1-A
(+ t 30 )
(+46)
( +92)
BOYNTON BCH BL.....D
(+551)
( +46) (+92) PROJECT I
(+184)1 OCEAN
(+367) (+183)
SEACREST FEDER Al
(+31) (+183)
( +30) (+91 )
15TH AYE
(+30) ( +92)
Additionel Treffic 551 totel net trips
One mile radius of influence
Fi gure 4
( +92)
A-1-,.,
( +91 )
13359
LOS A 13122
BOYNTON BCH BLVD lOS A
( +64) 20600 PROJECT I
LOS B 198141
LOS A OCEAN
SEACREST FEDERAL 7213 6653
LOS A LOS A
1 3807
LOS a 28674
Lose
(+ 127)
28726 15TH AYE
LOS D
18349 23486
losa
LOSB
8752
LOS A
A-l-A
9920
LOS A
Traffic Volume After Project 780 total trips
1 mile radius of influence
From 1990 M.P.O Traffic Volume Map
Figure 5
13340
LOS A 1$0$4
BOYNTON BCH Bl YD LOS A
(+46) 20562 8714
PROJECT LOS A
LOS B 19738
LOS A OCE AN
A-1 - A
SEACREST FEDER AL 6760 6576
LOS A LOS A 8881
13805 LOS A
LOS 8 28597
LOS C
(+91 )
28692 15TH AVE
LOS D
18346 23448
LOS B LOS e
Traffic Volume After Project 551 total net trips
1 mlle radius of influence
From 1990 M.P.O Traffic Volume Map
Fi gure 6
siteworks architects & planners, mc.
.. ... . . ..
September 5, 1991
Ms. Tambri Heyden, Senior Planner
Planning Department
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, Florida 33435-310
Re: Sea Mist Centre
Dear Ms. Heyden;
Enclosed please find a check in the amount of $25.00 for an
extension to the Public Hearings for the proposed Sea Mist Centre
in Boynton Beach.
We respectfully request that the city extend this application to
the October hearings to allow the consultants on this project
adequate time to provide the additional information requested by
the Technical Review Board.
Please advise this office of the next series of dates so that we
may update our calendars. We appreciate your cooperation in this
matter.
/leU' Ilork !IMido (1II,rll:;
313 /lortll federal Illgiumy :;111/1' ( /lOl/II/UII /leach, fhmda TH3S
41!7 7.l7-<Jt;()6 .J()7-7179bOR Ifal)
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site\vorks architects & planners, me.
. .. .. . .
October 1, 1991
Mr. Christopher Cutro, City Planner
Planning Department
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, Florida 33435-310
Re: Sea Mist Centre
Dear Chris;
I have been trying to reach you via telephone for two weeks re-
arding the Public Hearings for the proposed Sea Mist Centre in
Boynton Beach.
As we have been placed on the schedule for the October meetings, I
am concerned about the Technical Review Board sign-off prior to
the meetings. I have picked up all the comments requested by TRB,
and have offered to meet individually with each department head to
review their specific comments.
Please let me know what process we might follow to expedite the
process, andto be sure we are still on track for next week. We
appreciate your cooperation in this matter.
ston, Architect
'"
RECEIVED
OCT 1 19/
PLANNING DEPT.
11(,1.' !lOrf- f/urida (l/prus
.3:'3 >lo/liI federal iU\;'/U'llll :'11111''' hlt/1I11111 Iwadl. f70ndll 334'h
]07-7"]7.<lh!!" ,JI!?7L-<lh()8 If,p)
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siteworks architects & planners, me.
. .. .. . ..
October 17, 1991
Ms. Tambri J. Heyden, Senior Planner
Planning Department
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, Florida 33435-310
Re: Sea Mist Centre-File No. 626
Dear Ms. Heyden;
1 am in receipt of your comments dated August 7. 1991 regarding
your review of the Sea Mist Centre project, and return herewith 17
revised sets of documents for submittal to the Technical Review
Board.
1 would like to address the items in your correspondence individ-
ually, and would appreciate a continued dialogue reqardlng same as
we discussed in our meeting with Mrs. Hall and Mr. Cutro.
1. You have requested a draft lease arrangement coverlng the
leasing of Barnett Bank's surplus parking spaces, however
these have been leased to Mr. George Culver of Two Georges
Restaurant. and are not part of Mrs. Hall's proJect.
(1 have been asked by two commissioners to present the
Barnett lease to the City Commission for their reVlew and
discussion, which could probably coincide with Mrs. Hall's
Public Hearings.) 1 also do not think the Lighthouse Square
Marina developers would consider entering into any type of
lease arrangement with Mrs. Hall for surplus spaces until
such time as they can determine how many charter boats etc.
may lease slips in their project. 1 do believe each party
will grant the other a cross access agreement.
ncu' lior,t, ,lunda n!!"r!h
])j IIO,rtil fI',7t'm/ "Ij/f(' C !"l1jll!OIl h'acil, florida .lJ4.1S
-Iii)' ,~r:"-~:16(l1-; ,:n7-7LC'Jl608 (fUY)
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Sea Mist Centre
Page 2
2. I have amended the documents to coordinate all appropriate
figures. and have advised Mr. Grant's office to revise hi5
figures accordingly.
3. Regarding the conceptual parking documentation:
a. The front yard setback in the CBD is currently 8'-0",
and our plans indicate a front yard setback of 5'-0".
As we discussed in our last meeting with Mr. Cutro, the
Code Revision Committee is forwarding recommendations to
the City Commission that includes eliminating the front-
yard setback. As Mr. Cutro suggested, we will accept a
comment by your office that a variance must be applied
for, and upon passage of th~ Code Revision Cornmittee'5
proposals, it will render this issue moot.
b. For purposes of parking and traffic. we are indicating
the entire second floor as office use.
c. There will be 9 boat slips that will be sold as part of
the residential units. There are 13 townhouses, but due
to site size limitations, only the first 9 purchasers
will get one. At the west end of the canal, there will
be two commercial slips, for the Sea Mist and the New
Helen S. All existing boats will be asked to leave.
d. There are a number of existing boats at the marina
currently, but as stated above, all will be asked to
leave except the Sea Mist and the New Helen S. The
seating capacity for those two boats are the New Helen
S-45 seats, and the Sea Mist-35 seats. I confirmed these
numbers with Captain Barkley Garnsey at the marina, and
we are willing to request the Occupational License be re-
revised accordingly.
e. No comment required.
Sea Mist Centre
Page 3
f. Two Georges is currently applying for additional seats
with additional parking supplied via the Barnett lease.
In ongoing discussions between Mr. Miller's office and
Mr. Culver, there have been a many different seat counts
licensed at his location, and we anticipate some resol-
ution next week. Current boats moored at the site are:
Two Georges-43 seats, and the Geno 111-6 seats. The Wes-
ley is no longer moored there.
g. We have reviewed the square footages listed for the Sea
Mist and list same as follows:
1. First floor - 6,072 sf retail
2. second floor- 6,072 sf office
3. third floor - 6,072 sf residential
4. fourth floor- 7,452 sf residential
25,668 sf total
h. The 9 slips that will be owned by the townhouse res-
idents do not require parking because they are already
calculated for the residential use. The other two slips
are commercial use and a have been included at the rate
of one space per 3 seats.
i. We have reviewed your parking calculations and agree
with your space per individual use, however we end up
with a different total. Our figures are:
13-2 bdr apartments 2 x 13= 26 cars
12,144 sf office/retail/200 = 62 cars
2 drift boats-80 seats/3 = 27 cars
x.65 reduction
75 cars required
Sea Mist Centre
Page 3
j. We understand that on-street parking cannot be credit-
ed to meet off-street parking requirements, however when
the Lighthouse Square Marina was reviewed by the Tech-
nical Review Board, the attached memorandum 90-103
states that the parking spaces in front of Mrs. Hall's
property, and the parking spaces in front of Two Georges
"have been reserved for the existing businesses". I
believe it is the city's position that these spaces are
to be credited to the two businesses on the south side
of Casa Loma, regardless of their being on or off
street.
k. I don't quite understand this comment.
1. Mr. Grant has addressed these comments.
5. Regarding surface parking in a front yard, these spaces have
already been reviewed and approved by the City CommiSSion as
part of the Lighthouse Square Marina. They are shown here for
information purposes, and will be installed as part of Light-
house Square improvements.
6. The improvements to Orange Grove Avenue are to be done by Mrs.
Hall, Casa Loma improvements are to be done by Lighthouse
Square. Since the Orange Grove documents were already prepared
and reviewed for Lighthouse Square, then subsequently abandon-
ed, we request that you reactivate the original lease agree-
ments, and insert Mrs. Hall as the lessee.
7. See Item 1.
8. We accept this comment.
9. See Item 3i.
If we can provide any additional information, please contact me
at your convenience.
1?i:,{
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~~~~
SUBJ:
Chair~&n & Mernber~,
Water's Edge Marina
DO';<,1i";:town
-3-:-
RevierN' Beard
AI';!:. 20, 1990
NOTES: ?arking gpao~a provided on tha south ai~e of Casa
Lorna right-af-way have been reBerved for eXisting
businesses ~nd are net proposed to be utilized for
this projeot.
[2} At the TRE mS6ting, the developer indioated that
there may be ona or more charter boats utilizing
the marina. Additional parking would be required
for the oharter boats beyond the 243 spaoes
(approximate) outlined above (Seotion 11.16.e(11)
of Appendix A-Zonin~}.
(3 )
No loading spaces
Three iSipaaes ~lGl'e
plan ~S~ctio~ 11.J
are show~1. on the s! te
req-uired on th.e original
of Appendix A-Zoning).
plan.
site
( 4 ) The C06.t;j'L'l'Ul1i ty !{Gdevelol:)merl'l: Agency or Ci ty
Comr.ission C~n require additional or fewer parking
&~d lo~dih; sp~ce~ than those previously outlined
in thi& memoranawn {Section 6.E.4.cl of Appendix
A-Zonin0)~ ~ow~vor; ~r i~war p~rklng spaces ara
.it". t~. ,.1, jJ ~ '~1'f,~~ U ~ 1Ii.';;" r},.....ov.1 ~.:\rt
requ..i.r~(;i.", c.l"U&n .:A.t;,.:ii:J.ve ev..l.>..!.eu....;;.; :m ~'I: D...~ ""'''' . 4l.<'w.'-i
SUbE tar:;,t:L:l'l:ing 'chs. t "cha re'Ztl:trem~~'l'Cij are eXCJi2;;S ""
81 '1(;'; · In .'iddi tion" t.h,a Cor:4"in:mi t.::t l\:\i:dli<v~lcprr.;i3nt
Agency or ty Commi3sion shall take into account
existing parking faciliti~a in the vicinity of the
propozed d~~'ve:~cl:~rf~~i:1:~.~ t.
.....,
-, .
In order to construct the parking lot within the future
Bcy'''\-!-:''''i1. 'R~;;c""b !.::.,....T <; '''''~'''r'~ h",~ ""Cfl(;, ',Ai '''l'r'~-_.....,.(,:...I''''''w ~""~""r "'0 .r};....
- _-,-"__v__ ..............-- ...."""1,..."',,.... ..... '"'''_'"';''''' .I.....'::.i.J..........I. vv...~ J ,j;J......!". .... "".~w
oond~mn~tion of tne right~of-way fo~ the b~idgeJ ~ license
a~~0~m~n~ will b~ ~equi~~d from tna 0'overnmental ~ntity that
currently h~s j'w:r.<t~diction OV!f;'!: the 0J{isti:ng 20 faot Hicl.Ji:,
l:"if;rht-of"'""ay. 1.1 i,:~ck:U.tion" 'the COUii'ifurLity ri..;;developm~nt P.gC"'~cy
mUa~ ~~~rQve a IBa~a aqreemn~t Zor that portion of the parking
lot: t!1~ t ia P:i.-CpcS'e~1 oii. th',i~ P;COP{:J;'ty w;lich li~al north of 'th<ta
exi:~tin~1 ::; 0 foct ~vido right"'o:c""'iJtay.. owned by J.5:.ne't Hall.. after
revi~w afid ~ec~~n~~~&tion ~V tne Toohnical Review Board {Section
~.E.4.c{2) &nd (3) of Appendix A-Zoning;.
6.
A t:Ci-party agrea:'li8\l'J.t had bec:.. negotiated to allow for
parking llnci~rnfZ!)ol'iI.th t,h~ proposad b:.t.'idg~.. as outlined in the
attached memor"nd~n from the former Planning Director to the
J!:"",,.,.!;JC.,__ ,!;)!,;,~~ou"- ~ V"',l ';"',4 """~.,",,i_ "'-'-- ...,,,~ <-~,",.r,^ ,.,,0........."'" ~ ';""1 r,,:'.-<i&':2iCt," "'';''''''+~'.'''d-
...........,..... ......~w ....l..... ...........,.1_"'....... '...... ......"', "" .lllll....U.......Ji ...'i...'-.....1f.........VJ,.....I~..4...
.Agl~ncy I date~ :1t.\il.rn~a.iCjl ~; ( lSZ7. .i!\.lt;Q ~t:.taQhed i::.> li. dr~ft
OCmtc.f the lor~,~i:.l 2:. {t:i:\;;;:8\r:Lt;td: ~JhiorJ Vilas p:':ei::,a.1C~a by Jir!'JnY
H~lltG ~~tor~w~ i~ 1~3~. It apP~a~$ that it will be
L~eCt.;i;~0':4ry" t:'~1 U?C'A~t~ agrifih~m:z:mt.. iEtt.a1 it tmJJ:Jl bi~ :rl{~CJa2~i1:c:t
';'Of<; ~; ';' f' "J " ~.<l ;." ,"; .h "".,;; ,'~ 'r':,; 'i; 'J \ I,. '?'!.... ". , x r' ,.
~~':"_"'~""~"",.....&.\~.lL!.~...;Ji w.;;~~~~i;". ...,.~4...l..o''';_ ;ul ..y..._..",.~~_.:-<i;_~.~~ ~;::;~ ~ ____,
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JOHN A. GRANT. JR.
CONSULTING ENGINEERS AND LAND SURVEYORS
3333 N. FEDERAL HIGHWAY
BOCA RATON. ]<'LOHIDA 33431
HIGHWAYS AND BRIDGES
STORM DRAINAGE
WATER SUPPLY
LAND DEVELOPMENT STUDIES
SUBDIVISIONS
TOPOGRAPHIC SURVEYS
BEACH EROSION
PHONE (407) 395-3333 FAX (407) 395-3315
CONSTRUCTION SURVEYS
MORTGAGE SURVEYS
STRUCTURAL DESIGN
SANITARY SEWERS
MARINAS
CONSTRUCTION SUPERVISION
BULKHEAD LINES
October 18, 1991
City of Boynton Beech
Department of Planni ng
100 East Boynton Beech Blvd.
Boynton Beach, noride 33425- 0310
Attn: Ms Tambri J. Heyden
Re: Response to Technical Review Board Comments
Project Name:
Our job Number:
Pro posed use:
SEAMIST CENTRE
Our Job No. JG- 1 00- 6703
Mixed lbes
Transmitted herelwiith are the follo'w'ing items for the abo....e referenced project:
4-
1 . SelwI&ft't8I1'r(.f7) copies of the Drai nage Calculations for the Seambt Centre usi ng the
Lighthouse Square Marl na Dr8'l nege System.
2. Se....enteen ( 1 7) copies of the Gradi ng, Pa....i ng and Dni nage plan for UghthoU8e Square
Marina. _ A-
3.~) copies of the Drainage Calculations Showing that we can construct a stand-
alone. on-site drai nage system to accommodate the Seambt Centre in the event tMt the
Lighthouse Square Marl na project does not get bunt.
4. Se~ copies of the lbual Type Open Hole Exfiltration Test (percolation test) for
Lighthouse Square Marl na.
5. Se....enteen ( 1 7) copies of revised Traffic I mpact Anal ysb.
6. Se....enteen ( 17) copies of revised Park'i ng Analysis.
In response to item 4 of Vincent Fi nizio's TRB comments, the requi red drainage calculations are
shown as exhi bit 1. I n response to item 9, the drai nage system designed for lighthouse Square
Mari na b provided as exhi bit 2. A question 'v/8S raised by item 10 that if the UghthoU8e Square
Mari na were not blrilt then could an adequate drai nage system be provided on-site. Calculations
provided in exhi bit 3 suggest that it 'WOuld take 87 feet of drai nfleld trench to meet requi rements.
1 00 feet of trench could be constructed bet....een the 'llfestern side of the canal and Orange Grove
A....enue. I n response to item 11. a letter modification has been requested from the South Florlda
Water Management Distrlct. A copy will be pro....ided upon recei pt. With respect to item 12, the
requi red calculations are pro....ided in exhi bit 1. The exfiltration test results are i ncl uded as ex hi bit
4.
The comments of RicMrd Staudinger mirror thO!e of Mr. Finizio, and no further response should be
necessary.
1 2. 04. 9 1
o 5 : 0 p-. PM
>i<GEE e.. ...JENSON
P02
December ~, 1991
GEE & JENSON
MEMORANDUM
TO: vincent
FROM: Richard
RE; seamist Drainage
The applicants Engineer, Mr. JOhn Grant has requested a meeting
with the Engineering Department on Thursday December 0, 1~91 at
8:30 AM to review the ara1nage comments from the IRB Review or
the Seamist project. The meeting will be held at the City or
Boynton Beach Engineering Department, second floor west wing
conferenoe room. Please let me know if you will not be able to
attend this meeting.
WRS:kvc
91-025
cc: Chris Cutro
J. Scott Miller
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Dear Ms. Heyden: {
The Palm Beach County Traffic Division has reviewed the revised traffic impact
study for the project enttt1ed S"mist Center pursuant to the 1990 Traffic
'erformance Standards Code (Ord. No. 90-40). The proposed project wi" rep1ace
a 1,380 square foot di ve shop with..L. U, tq\l~"8 11M ...# retAn, ~.. '&2 saua",- feet
.1)1 pWu and 7. a~artments. The project will generate 632 net dany trips, over
the existing use. .he Traffic Division his deter.1ned that the project meets
the 1990 Traffic Performance Standards Code of Palm Beach County.
Ms. Tambrt Heyden
City of Boynton Beach
100 E. Boynton Beach Boulevard
P.O. Box 310
Boynton Beach. Fl 33425-0310
REI SEAMIST CENTER - FILE NO. 628
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October 30. 1991
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If ,you have any questions regarding the determination of the County Traffic
Division, please f..l free to contact Dan Weisberg at 684-4030.
Sineerely,
OFFICE OF THE COUNTY ENGINEER
a..)y~ E!.-~ ,
Charles R. Walker. Jr., P.E.
Acting Assistant County Eng1neer
CRW: OW
File: TPS. Hun. - Traffic Study Review
h:\traff1c\diw\boynlO
"An Equal opportunity - AfDnnatMl A&:UOn EmpJoyet'"
..21229 WJt81' PALM BZACK. J'I.o'RmA ~""'A-"/)""G tAn'71 ~...41V\n