CORRESPONDENCE
THE SCHOOL DISTRIcT OF
PALM BEACH COUNTY, FLORIDA
PLANNING DEPARTMENT
3300 FOREST HILL BLVD., C-110
WEST PALM BEACH, FL 33406-5813
(561) 434-8020 FAX; (561) 434-8187
ARTHUR C. JOHNSON, Ph.D.
SUPERINTENDENT
October 18, 2006
Ms. Kathleen Zeitler, Planner
Planning and Zoning
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, FL 33435
RE: CONCURRENCY DETERMINATION - CASE NUMBER #06101201C - MIRAFLOR
(OF BOYNTON BEACH)
Dear Ms. Zeitler:
The Palm Beach County School District has reviewed the request for a Concurrency
Determination on the above referenced project for 40 multi-family units.
Attached please find the approved Palm Beach County School District Concurrency
Application and Service Provider Form for Miraflor (of Boynton Beach). This Concurrency
Determination is valid for one (1) year from the date of issuance. Once a Development Order
has been issued for the project, the concurrency determination will be valid for the life of the
Development Order.
If you have any questions regarding this determination, please feel free to contact me at
(561) 434-8962.
1!:li (V~
Michael C. Owens
Senior Planner
cc: SCI Funeral Services of FL Inc.
L:\Planning\Pub I ic\INTERGOV\Concurrency\Concurrency Determination Letters\Concurrency\2006\Boynton Beach \C061 0 120 I. doc
AN EQUAL OPPORTUNITY EMPLOYER
10-18-20063:10PM
FROt-.A
P_ 1
MTHE SCHOOL DISTRICT OF PALM BEACH COUNTY
PLANNING DEPARTMENT
3320 FOREST HILL BOULEVARD - C331
WEST PALM BEACH, FL 33406
FACSIMILE TRANSMITTAL
PHONE: 561/434-8020
FAX: 561/434-8187
Number of pages sent (including cover page): 3
TO: Kathleen Zeitler, Planner, Planning & Zoning, City of Boynton
Beach
DATE: October 18, 2006
FAX NUMBER: 742-6259
FROM: Michael C. Owens, Senior Planner, SDPBC
SUBJECT: Miraflor (of Bo~nton Beach) - Concurrency Determination
COMMENTS: Attached please find the approved school concurrency application
and provider form for Miraflor (of Boynton Beach).
Attachment
L:\Planning\Pub\ic\(NTERGOV\Concum:ncy\~nc\lrrcncy Determinaliool..cttcrs\FaxosUOO6\Boynton Beach\fXC{)61 01:20 I.DOC
10-18-20063:11PM
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Department of Engineering
and Public Works
P.O. Box 21229
West Palm Beach. FL 33416-1229
(561) 684-4000
www.pbcgov.com
.
Palm Beach County
Board of County
Commissioners
Tony Masilotti. Chairman
Addie L. Greene. Vice Chairperson
Karen T. Marcus
Jeff Koons
Warren H. Newell
Mary McCarty
Burt Aaronson
County Administrator
Robert Weisman
"An Equal Opportunity
Affirmative Action Employer"
@ printed on recycled paper
August 23, 2006
Mr. Michael W. Rumpf
Director of Planning & Zoning
Department of Development
City of Boynton Beach
P.O. Box 310
Boynton Beach, FL 34425-0310
RE:
Miraflor at Boynton Beach
TRAFFIC PERFORMANCE STANDARDS REVIEW
Dear rl/Jr. Rumpf:
The Palm Beach County Traffic Division has reviewed the traffic study for the residential
project entitled; Miraflor at Boynton Beach, pursuant to the Traffic Performance
Standards in Article 12 of the Palm Beach County Land Development Code. This project
is summarized as follows:
Location:
Municipality:
PCN#:
Existing Uses:
Proposed Uses:
New Daily Trips:
New PH Trips:
Build-out Year:
West side of Seacrest Boulevard, south of Hypoluxo Road.
Boynton Beach
00-43-45-09-05-001-0010
Vacant
40 MF Residential Units - Town-homes
280
25 AM, and 28 PM
2009
Based on our review, the Traffic Division has determined that the proposed residential
project meets the Traffic Performance Standards of Palm Beach County. No building
permits are to be issued by the town, after the build-out date, specified above. The
County traffic concurrency approval is subject to the Project Aggregation Rules set forth
in the Traffic Performance Standards Ordinance.
If you have any questions regarding this determination, please contact me at 684-4030.
Sincerely,
OFFICE OF THE COUNTY E~INEER
j )/ ) . /) / .:
Masoud Ateft, MSCE / .
TPS Coordinator, Municipalities - Traffic Division
. " AUG 2 8 J(:I~ : 1.---'
; i J I
I DEPARTME~JT OF DEVHOPMtN11
cc: Glen Hanks Consulting Engineers, Inc.
File: General - TPS - Mun - Traffic Study Review
F: \ TRAF F I C\ma \Admin \Approva Is\060828. doc
. ..
GLEN HANKS CONSULTING ENGINEERS, INC.
CIVIL AND TRAFFIC ENGINEERING
August 8, 2006
Palm Beach County
Engineering and Public Works
2300 North Jog Road
West Palm Beach, FL 33411
Attn: Masoud Atefi
RE: Traffic Study
Miraflor at Boynton Beach
Proposed 40 Unit Townhouse Project
Sea crest Boulevard
City of Boynton Beach
Job No. 060702
Dear Mr. Atefi:
This traffic study was prepared to demonstrate that the proposed construction of
40 townhouse units on a 3.5 acre parcel in the City of Boynton Beach complies
with Palm Beach County's traffic performance standards. Using the county's trip
generation rates, the proposed 40 townhouses result in insignificant impacts to
the surrounding roadway network.
Executive Summary
The proposed residential development by Buena Vista Town homes is located on
the west side of Seacrest Boulevard, south of Hypoluxo Road, on 3.5 acres of
presently vacant land.
Existing Conditions - Background Information
The 3.5 acre property is located on the west side of Seacrest Boulevard south of
Hypoluxo Road, opposite Mentone Road. Adjacent to this project, Seacrest
Boulevard is a 5 lane facility and identified on Palm Beach County's Thoroughfare
map as requiring an 80 ft. right of way. The intersection of Sea crest and
Hypoluxo is signalized. Palm Beach County's current year traffic counts (2006)
indicate Seacrest currently has 1114 and 1655 am and pm peak hour trips and a
12% annual growth rate. The listed LOS D service volume for a 5 lane road is
3110 vph. Presently Seacrest Boulevard operates below capacity.
7522 WILES ROAD STE. 203-8 . CORAL SPRINGS. FLORIDA' 33067
PHONE: 954-752-8860 . FAX: 954-752-8869
EMAIL: GHANKS_ENGINEER@8ELLSOUTH.NET
CERTIFICATE OF AUTHORIZATION #26034
. .
Miraflor at Boynton Beach
Traffic Study
August 8, 2006
Page 2
Access
Individual townhouses will access a private, on-site roadway which is proposed to
connect to Seacrest Boulevard.
Proposed Development
The developer proposes constructing 40 townhouses on the subject property.
The expected build out of this project is within 3 years.
Trip Generation
Developing this parcel to the intensity indicated would result in 280 daily, 25 AMP
and 28 PMP trips, as shown in Table 1.
Table 1 Trip Generation
Dail
CondolTH (Fee Simple)
40
Gross Tri s'
Land use
7
280
AM Peak Hour
Land use
Intensit
." ":D.irSplit"
In ."Out
Gro~s Trips
In . Out Total
CondolTH Fee Simple)
40 Dwelling Units Ln(T) = 0.80 Ln(X) + 0.26 0.17 0.83 4
21
25
Grand Totals:
4
21
25
PM Peak Hour
"
Land use
. Rate/E uation
'._, "-
'~'i~$piit.. . .... Gross T~jps, . .
.. In '.Out In Out . Total
0.67 0.33 19
9
28
Capture of Pass-by Trips
Pass by capture is not applied to residential developments
Trip Distribution
Trips are evenly distributed to the north and south of this project.
Trip Assignment
Half of the trips generated by this project (12 amp and 14 pmp [two-way
GLEN HANKS CONSULTING ENGINEERS, INC.
Miraflor at Boynton Beach
Traffic Study
August 8, 2006
Page 3 ,
volume]) are assigned to Seacrest, north of the project and the remainder (13
amp and 14 pmp [two-way volume]) to Seacrest south of the townhouse
development. As shown in the following table Sea crest Boulevard is expected to
operate below capacity in 2009. The following table also indicates project related
traffic will be less than 1 % of the LOS D Service volume for Seacrest Boulevard.
AMP
C (5 ('0,
Q) > .;::.
...... E '0
c c Q) C1l
Q) c OJ u U D-
E 0 u u 'Uj u '~ i: ('0, C1l
OJ ~ ~ c en i: Q) 0 C1l C u
Q) ::J ~ .... ....
(f) .... C1l 0 0 <( C1l (f) (f) f- C1l Q)
::J .... .... >
f- ..c: .... '0 '0 f- '0 u
:;::, OJ ~ OJ 0 0 ~ 0
Q) t;:: CD ~ ()) Q) Q) C1l (f) -I Q) C
Q) C 0 0 u 0 B B B ~
.... 0 (5 0 ~ ,g> c
U5 0 .... C1l 0 .... .... ....
0 N <.:) al N 0.. 0.. f- -I T- o.. (f) :.:J
Seacrest N of
Pro'ect 5 1114 12% 1565 50% 12,5 1578 3110 31 NO NO
Seacrest S of
PMP
C (5 ('0,
Q) > .;::.
...... E '0
c c Q) u C1l
Q) C OJ U D-
E 0 u u 'Uj u '2: i: ~ C1l
OJ ~ ~ c en i: Q) 0 C1l U
Q) ::J ~ .... c ....
'-- C1l 0 0 <( C1l (f) (f) f- C1l Q)
(f) ::J .... .... >
:;::, f- ..c: .... '0 '0 f- 0 0 '0 u 0
OJ ~ OJ ~
Q) t;:: CD ~ ()) Q) Q) C1l (f) -I Q) C
Q) C 0 0 u 0 B B B ~
'-- (5 0 ~ ,g> c
U5 0 0 '-- C1l 0 .... .... 0 ....
0 N <.:) al N 0.. 0.. f- -I T- o.. (f) -I
Sea crest N of
Pro'ect 5 1655 12% 2325 50% 14 2339 3110 31 NO NO
Seacrest S of
Traffic Impacts
Project related traffic is less than 1% of the LOS D service volume (3110 vph) for
Seacrest Boulevard north and south of the project driveway. As project related
traffic is insignificant and the link volume at build out is less than the LOS D
service volume, additional intersection analysis is not required.
GLEN HANKS CONSULTING ENGINEERS, INC.
Miraflor at Boynton Beach
Traffic Study
August 8, 2006
Page 4
As traffic impacts from the proposed development are insignificant on the first
project accessed link this project passes Test-one part one. Part 2 of test one
requires the analysis of links and major intersections where a project's traffic is
significant. As this project's traffic is insignificant and Seacrest Boulevard is
expected to have peak hour two way volumes less than LOS D service volumes,
this project passes part Two of Test One of Palm Beach County's Traffic
Performance Standards.
There are no links with significant project volume violating the Model Test. This
project passes Test 2.
Conclusion
The traffic generated by the proposed development of 40 townhouses on the
subject parcel in Boynton Beach does not represent a significant increase in
traffic volumes to the roadway network and meets Palm Beach County's Traffic
Performance Standards.
If during your review you require additional information please feel free to
contact me. I will be happy to provide it.
Sincerely,
~4~
. ~~. <<~~~.
G!en A. Hanks, P.E., PTOE
,-, R N. .~38[-2
rL. ego j o. ~ ,)
GLEN HANKS CONSULTING ENGINEERS, INC.
GLEN HANKS CONSULTING ENGINEERS, INC.
CIVIL AND TRAFFIC ENGINEERS
October 23, 2006
FDOT
Design Section
3400 West Commercial Blvd.
Fort Lauderdale, FL 33316 NE 2nd Avenue
Miami, FL 33306
Attn: Howard Webb
Re: Miraflor
PCN 00 43 45 09050010010
Seacrest Blvd. (approx 2500 ft. S. of Hypoluxo)
Boynton Beach, FL
Sound Wall
Dear Mr. Webb:
At the request of the City of Boynton Beach this office is contacting you to
establish the feasibility of having the Department of Transportation extend the
existing sound wall (east side of 1-95) approximately 190 feet to the northern
limits of the property. The developer of this parcel is proposing to construct 40
residential units on the subject property. The nearest unit is 120 ft. from DOT
Right of way for 1-95, as shown on the attached civil plan.
I request that provide me with the DOT's requirements to extend the sound wall.
Sincerely,
Glen Hanks, P.E.
7522 WILES ROAD, STE, 203-B . CORAL SPRINGS, FL 33067
PHONE: 954-752-8860. FAX: 954-752-8869
EMAIL: GHANKS_ENGINEER@BELLSOUTH.NET
CERTIFICATE OF AUTHORIZATION 26034
GLEN HANKS CONSULTING ENGINEERS, INC.
CIVIL AND TRAFFIC ENGINEERING
October 16, 2006
P-a1ffi-se-crc~County
Engineering and Public Works
2300 North Jog Road
West Palm Beach, FL 33411
Attn: Masoud Atefi
RE: Traffic Study - Miraflor at Boynton Beach
Proposed 4eUnit Townhouse Project
Seacrest Boulevard
PCN 00434509050010010
City of Boynton Beach
Job No. 060702
Dear Mr. Atefi:
This traffic study was prepared to demonstrate that the proposed construction of
49_~0~_rl.~~!-l?~_l.!l'1i!? on a 3.87 acre parcel in the City of Boynton Beach complies
with Palm Beach CountY's traffic performance standards. USing the county's ffip
generation rates, the proposed 40 townhouses result in insignificant impacts to
the surrounding roadway network.
Executive Summary
The proposed residential development by Buena Vista Town homes is located on
the west side of Sea crest Boulevard, south of Hypoluxo Road, on 3.5 acres of
presently vacant land.
Existing Conditions - Background Information
The 3.5 acre property is located on the west side of Seacrest Boulevard south of
Hypottlxo- Road, opposite Mentone Road. Adjac-ent to this project, Sea crest
Boulevard is a 5 lane facility and identified on Palm Beach County's Thoroughfare
map as requiring an 80 ft. right of way. The intersection of Seacrest and
Hypoluxo is signalized. Palm Beach County's current year traffic counts (2006)
indicate Seacrest currently has 1114 and 1655 am and pm peak hour trips and a
12% annual growth rate. The listed LOS D service volume for a 5 lane road is
3110 vph. Presently Seacrest Boulevard operates below capacity.
7522 WILES ROAD STE. 203-8 · CORAL SPRINGS. FLORIDA. 33067
PHONE: 954-752-8860 . FAX: 954-752-8869
C'.. .. "" . ,-. LJ " ..., 1/ t"""'" C" ... 1 ,.... I '" r::" t:" D tr;\ 0 C', , C (\ , I T L.I 1\.1 co T
Miraflor at Boynton Beach
Traffic Study (Revised)
October 16, 2006
Page 2
Access
Ti1OlvlOUal townhouses wilr access a private, on-site roadway which is proposed to
connect to Seacrest Boulevard.
Proposed Development
The developer proposes constructing 40 townhouses on the subject property.
The expected build out of this project is within 3 years.
Tri)7iieneration
Developing this parcel to the intensity indicated would result in 280 daily, 25 AMP
and 28 PMP trips, as shown in Table 1.
Table 1 Trip Generation
Dail
4
21
25
Grand Totals:
4
21
25
Capture of Pass-by Trips
Pass by capture is not applied to residential developments
Trip Distribution
Trips are evenly distributed to the north and south of this project.
Trip Assignment
__ ___ .. _ _____ ......__.._....... _..___ ~_._....___,.. I....,..
Miraflor at Boynton Beach
Traffic Study (Revised)
October 16, 2006
Page 3
Half of the trips generated by this project (12 amp and 14 pmp [two-way
volume]) are assigned to Seacrest, north of the project and the remainder (13
amp and~- fZJ pmp Itw(J--way~-vo1u~me])uto--S-eacresLsoutrrof--thetownhouse-
development. As shown in the following table Sea crest Boulevard is expected to
operate below capacity in 2009. The following table also indicates project related
traffic will be less than 1% of the LOS D Service volume for Seacrest Boulevard.
AMP
..... ('0.
c: (5
Q) :>.
> .....
..... E '0
c: c: Q) CI)
Q) c: C) 0 0 a.
E 0 0 "0 'ii) 0 '~ lE ('0, CI)
0) .. lE c: CJl lE Q) 0 CI) ..... 0
Q) ~ ::J :::R .... c: ....
(f) CI) 0 0 <( CI) (f) (f) f- CI) Q)
::J .... .... >
:;:, f- .J:: .... U ..... f- 0 0 ..... 0
0) ..... 0) 0 0 ~ 0
Q) ;.;::: co 3= .::.::: (J) Q) Q) ro ....J Q)
Q) c: 0 0 0 0 "e' "e' (f) '0 c: .::.:::
.... 0 0 .... CI) 0 (5 0 :::R 0) c:
..... 0 .... U5
(f) () N <.9 OJ N CL CL f- ....J ..- CL :.::i
Sea crest N of
Pro'ect 5 1114 12% 1565 50% 12,5 1578 3110 31 NO NO
Seacrest S of
PMP
..... ('0,
c: (5
Q) > ~
..... E '0
c: c: Q) CI)
Q) c: C) 0 0 a.
E 0 0 "0 'ii) 0 .~ lE ('0' CI)
0) .. lE c: CJl lE Q) 0 CI) c: 0
Q) CI) ::J "eft. .... ....
.... CI) <( CI) (f) f- Q)
(f) ::J .... 0 .... (f) CI)
f- .J:: .... ..... ..... f- ..... 0 >
:;:, 0) ..... 0) 0 0 0 0 0 ~ 0
Q) ;.;::: co 3= .::.::: (J) Q) Q) ro ....J Q)
~ c: 0 0 0 0 "e' '0 (f) '0 c: .::.:::
0 ..... 0 ~ 0)
Ci5 0 .... CI) 0 a: 0 a: c:
() <.9 0 U5 :.::i
N OJ N CL f- ....J ..-
Seacrest N of
Pro'ect 5 1655 12% 2325 50% 14 2339 3110 31 NO NO
Seacrest S of
Traffic Impacts
Project related traffic is less than 1% of the LOS D service volume (3110 vph) for
Seacrest Boulevard north and south of the project driveway. As project related
traffic is insignificant and the link volume at build out is less than the LOS D
service volume, additional intersection analysis is not required.
. ' .
Miraflor at Boynton Beach
Traffic Study (Revised)
October 16, 2006
Page 4
As traffic impacts from the proposed development are insignificant on the first
project accessed link this project passes Test-one part one. Part 2 of test one
requires the analysis of links and major intersections where a project's traffic is
significant. As this project's traffic is insignificant and Seacrest Boulevard is
expected to have peak hour two way volumes less than LOS D service volumes,
this project passes part Two of Test One of Palm Beach County's Traffic
Performance Standards.
Ther-e are no links with significant project volume violating the Model Test. This
project passes Test 2.
Conclusion
The traffic generated by the proposed development of 40 townhouses on the
subject parcel in Boynton Beach does not represent a significant increase in
traffic volumes to the roadway network and meets Palm Beach County's Traffic
Performance Standards.
If during your review you require additional information please feel free to
contact me. I will be happy to provide it.
Si ncerely,
~/"I /"
L~ ///',. ,//
//, >
~y..~L
Glen A. Hanks, P,E., PTOE
FL Reg. No, 53852
,... _.... LJ . ........... ,.....'""...~y.1' ......~ 'C""'~''''C'lctJ:lC! I...,...
GLEN HANKS CONSULTING ENGINEERS, INC.
CIVIL AND TRAFFIC ENGINEERING
October 15, 2006
Pine Point Villas Association
3310 Loren Road
Boynton Beach, FL 33435
Attn: Richard Riguzzi, President
RE: Request for authorization to establish an
Emergency access point between Pine Point Villas and
Miraflor at Boynton Beach (proposed development to the north)
Job No. 060702
Dear Mr. Riguzzi:
This firm is providing engineering services to the developer of the adjacent property. In
furtherance of improved levels of service and emergency response, the City of Boynton
Beach is suggesting that an emergency access point be established between Pine Point
Villas and the proposed development to the north. I am requesting that the
homeowner's association, at the next regularly scheduled meeting consider granting an
emergency access easement in favor of the City of Boynton Beach along the northern
most portion of Valley Road.
As per Exhibit No. 1 of the Declaration of Condominium of Pine Point Villas "B"
Condominium as recorded in ORB 2704 PG 769, the existing Parking Street easement
already extends north to the property line. The developer to the north would simply
install an access gate, to be utilized in case of emergency only, thus establishing an
additional emergency access point between both developments.
I believe that both parcels will benefit from the establishment of this emergency access
point. We appreciate your consideration of this matter and look forward to hearing from
you soon.
Sincerely,
~/ ~7-
,/~ '" ,,',/ /'"
~/" /;:/,/ ..:<// ,J,
~:::;:';;~:~2~ ./" ,'/
.-- ~/ 4.::/ /' /~ ;)~
Glen A. Hanks, P.E., PTOE -,
7522 WILES ROAD STE, 203-B · CORAL SPRINGS. FLORIDA · 33067
PHONE: 954-752-8860 · FAX: 954-752-8869
EMAIL: GHANKS_ENGINEER@BELLSOUTH.NET
CERTIFICATE OF AUTHORIZATION #26034