PLANS (PRESENTED TO P&D & CC 12/1995)
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YVONNE ZIEL TRAFFIC CONSULTANTS, IN
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SEP I 5 1995
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PLANNING AND
918 U.S. Highway One. Laka Park, Rorida 33403
September 12, 1995
Telephone (407) 842-0907 . Facsimile (407) 842.9284
Mr. Michael Haag
Planning & Zoning Department
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33425
RE: Tara Oaks PUD
Dear Mr. Haag:
Yvonne Ziel Traffic Consultanta, Inc. has been retained to asses the redistribution in traffic
as prepared in the 1990 traffic study, which reflected SW Congress Boulevard connecting
with Knuth Road. Since this connection is incorrect, the traffic study was revised to reflect
the correct roadway network. Due to our time constreint, the analysis was limited to the
necessary tables and trip generation data.
The traffic analysis used the same distribution as the 1990 traffic study and relocated the
SW Congress Boulevard project trips to Woolbright Road. Please find enclosed tables 1
through 6 which provide the existing conditions, trip generation, growth rate analysis and
future conditions with the redistribution of traffic. The project trips addressed where those
over the 1988 approval (77 single family unita). As you can see from Table 5, all of the
roadways within the impact area meet the level of service (LOS) standards.
In addition to the LOS analysis, I prepared a driveway analysis to reflect a change in the
driveways. Figure 1 provides the daily, AM and PM peak driveway volumes and the project
volumes at Knuth Road and Woolbright Road. If Knuth Road is not extended to the north,
based on the projected driveway volumes, a right turn lane would be needed at the driveway
to the residential site. If however, Knuth Road is exended to the north, this right turn lane
would not be needed. The projected Tara Oaks volumes at the intersection ofKuth Road and
Woolbright road are not significant, but do indicate the need for an exclusive southbound to
eastbound left turn lane. Please call me if you have any questions.
Sincerely,
( 'ONNE ZIE~S~TANTS, INC.
U nne Ziel,-;.E. .
sident
CC. Mr. William D. Cavanaugh, FPO, City of Boynton Beach
Ms. Susan Prillaman, Pulte Home Corporation
Mr. William Hukil, P.E, Engineering Department, City of Boynton Beach
Ms. Marcie Tinsley, Kilday & Associates
Sgt. Marlin Harris, Police Department, City of Boynton Beach
Traffic Engineering and Planning
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Septeober 22, 1995
Ms. T.-brl Heyden, Director
Boynton Beach Planning and lonlng Depart.ent
100 E. Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, FL 33425-0310
RE : TAlA OAKS
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/ L p:partment of Engine
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County Administra
Robert Weisman
Board of County CommJlllonu.
Ken l. Foster, Chairman
Burt Aaronson, Vice Chairman
Karen T. Marcus
Carol A. Roberts
Warren H. Newell
Mary McCarty
Maude Ford Lee
Dear Ms Heyden:
Per Mike Haag's request, the Pal. Beach County Traffic Division has reviewed the
traffic I~t study for the project entitled T1,a Oak., pursuant to the Traffic
Perfoneancl Standards In Article 7 t of tha Pa . Beach County Land Development
Code. The,roposed project wll1 consist of 192 .ltl-fally residential dwelling
units and a~ 20,000 square foot church. The study reports this site to be
previously approved for 77 single-fully dwelling units. The traffic study
addresses the Increase In tr,fflc fr.. the proposed project, .Inus the approved
project. The access points are all on Knuth Road. The build-out for the project
is 1999.
The traffic study addresses the traffic fro. a church only. We have been seeln9
lIany of the larger churches are being built with day school and day care
facll1tles. If the project has these uses, the traffic fro. these uses also
needs to be addressed.
The Traffic Division has dete~lned that the project ..ets the requlr..ents of
the Trefflc Perforeance Standards of P.l. leach County If you have any
questions regarding this detenllnatlon, please contact me at 6B4-4030.
Yvonne llel' s letter recOlllMnds a right turn lane on Knuth Road, at the
residential driveway, If Knuth Road Is not extended to the north While the
projected peak hour traffic volumes meet the County .Inlllu. requirements for a
right turn lane, there appears to be a naw In the logic.
R19ht turn lanes are needed to re.ove slower turning traffic fro. the through
traffic flow If Knuth Road Is not extended north, there is no throu9h traffic
The rl9ht turn lane would serve no purpose. When knuth Road is extended to the
north, the traffic would probably be oriented lIore to the north. There would be
a need for a left turn lane at the residential driveway There appears to be
only a short section of Knuth Road Illlsslng north of this project It SltlllS
logical to make the connection to the north in conjunction with this development
Otherwise there will be a missing section of roadway In a fully developed area
.0\0 EqU.11 Opportunity Mftrm.lliv~ Action Employt!r
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September 22, 1995
Ms. Tambrl Heyden, Director
TARA OAKS
page two
Sincerely,
OFFICE OF THE COUNTY ENGINEER
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Dan Weisberg, P.E.
Senior Reglsterld Civil Engineer
cc. WIll1.. Hukill, P.E., 01rector
Boynton Beach Depart..nt of Dev.lo,...nt
File: TPS - Nun. - Traffic Study Review
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IlTTAC#M~#oo'- ~'61
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DEPARTMENTOFDEVELOFMENT lUO
ENGINEERING DIVISION MEMORANDUM NO. 96-020
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DATE:
Ta;:/tJ. Heyden, Planning & Zoning Director
Ii!~ Hukill, P.E., City Engineer
January 16, 1996
TARA OAKS PUD - FINAL MASTER PLAN REVIEW
TO'
FROM:
RE.
We have reviewed subject development with previous comments contained in our Memo 95-304
and find as follows:
Items requiring correction prior to plat approval;
A. Verify which roads require naming (for mail delivery) with U.S. Postal Service.
O. If street lighting is provided, establish deed restrictions providing for a property
owners association to pay for the operation of the system within the development.
Chap.6, Art.III, Sec.14, pg.6-4 and Chap.S, Art.S, Sec.2A4, pg.S-9
F Minimum 15" pipe must be used in stonn sewer. Chap.6, Art.lV, Sec.5A, pg.6-7
G Inlets must be in grassy areas unless otherwise approved. Chap.6, Art.lV, Sec.SB,
pg.6-8 and Chap.23, Art.I1F, pg.23-8
H. Locate all drainage easements, Chap.6, Art.lV, Sec.6B, pg.6-9
J. Need SFWMD & L WDO acceptance prior to Engineering approval. Chap.6,
Art.VII. SecA8, pg.6-24
Item requiring eorrection prior to construction:
K. Permits must be obtained for work within R.O.W. Chap.22, Art.II, Sec.7A,
pg.22-3
Items now in eompliance subject to explanation in August 31,1995 Walker letter:
8,C,E,I, & L
None of these comments must be reflected on the rectified master plan, but all must be
incorporated into projeet as specified herein.
WYH/ck
C,TARAOAKS.MPR
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WlI Environmental Consultants, Inc.
222 S. U,S. Highway One' Suite 201 . Tequcsta, FL 33469. (407) 744-7420' Fax (407) 74.i-;'i387
November 6. 1995
Brian M. Millsap, Chief
Bureau of Nongame Wildlife
Division of Wildlife
State of Florida Game and Fresh Water Fish commissioll
620 South Meridian Street
Tallahassee, Florida 32399-1600
Re: Tara Oaks
Dear Mr. Millsap:
Due to permit delays, construction is scheduled to begin on the above referenced project in
six months. We are hereby requesting an extensioll to Gopher Tortoise Relocation Permit
No. WR95216 (copy enclosed).
I appreciate your assistance in this maltcr. Please do not hesitate to contact me should you
have any queslions.
Sincerely,
C&N ENVIRONMENTAL CONS~TS' INC.
Ch~~~
President/Senior Biologist \
CMC/aj
Enclosure
cc: Susan Prillaman, Pulte Home Corp.
95-041
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&ASSOCIATES
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Engineering
Surveying
Planning
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4901 NW 17th Way
Suite 404
Ft, Lauderdale. FL 33309
PH: (305) 776.7604
FAX. (305) 776.7608
January 5, 1996
City of Boynton Beach
Engineering Department
POBox 310
Boynton Beach, FL 33435
Attn. Mr William Hukill, P E.
City Engineer
Re' Tara Oaks
SDA Project No 95-0261
Dear Mr Hukill'
The master plan is in compliance with all City codes and standards, Chapter 6, Article IV,
Section 5A, pg. 6-7 and Chapter 23, Article IIF, pg. 23-8 of the Boynton Beach Code of
Ordinances for the master plan requirements.
If you have any questions or concerns, please do not hesistate to contact me.
Yours truly,
SHAH, OROTOS & ASSOCIATES
Au ~~.
U~es F Drotos, P E.
Florida Registration No 35505
JFD'laf
L015 004
Storm Water Manaaement Report
Tara Oaks, City of Boynton Beach, Florida
The Storm Water Management System proposed for the Tara Oaks project is illustrated
on the master engineering plan and consists of a series of inlets and pipes discharging to
a dry detention area located along the southern boundary of the site All storm runoff from
the site as well as from the proposed Knuth Road, will discharge into the dry detention
area. A control structure has been provided which will provide a bleed down and overflow
from the dry detention area south to the LWDD L26 canal.
The existing ground water elevations at the site is approximately 8.50 NGVD This
corresponds to the control elevation in the L25 and L26 canals located to the north and
south of the project site The proposed elevation in the southern dry detention area is
approximately elevation 1050 In addition a storm water detention area has been
provided along the east property line west of the proposed landscape buffer This area
will have a minimum elevation of approximately 160 NGVD Together, the two dry
detention areas provide for water quality treatment and flood storage for the site, as well
as for the section of Knuth Road adjacent to the site
Preliminary surface water management calculations indicate a 100 year flood elevation of
approximately 19.25 NGVD The minimum road crown based on the 10 year 1 day storm
event has been set at elevation 17 0 NGVD
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SHAH
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