CORRESPONDENCE
CITY of
BOYNTON BEACH
t11\'< 19 '98~
P. O. BOX 310
120 N.E. 2ND AVENUE
BOYNTON BEACH. Fl.ORIDA 33435
Office of the City Engineer
May 16, 1980
Mr. Ivan Olsak, P. E.
308 Greymon Drive
West Palm Beach, Fla. 33405
Re: preliminary Paving and Drainage Plans - Dos Lagos P.D.D.
- ... .-
Dear Mr. Olsak:
Reference is made to your letter of April 28, 1980 forwarding prints
of the subject project. Comments are as follows:
1. The minimum street grades should'be raised so that water will
not be more than 12 inches above the roadway during a lOO-year
storm.
2. Details and specifications on sheet 9 should be clarified to
combine notes 2 and 9.
3. Note No. 3 should be clarified by stating that material shall
have a 50 p.s.i. F.B.V. and should be compacted to 98 percent
of maximum dry density according to AASTO, T-180.
4. Profiles of the roadway are not required by the City except
where vertical curves are required.
5. The side slopes of the lake should extend from the control
level to a depth of four feet at a slope of 1 on 6.
6. The modification of Congress Avenue must be approved by the
County and comply with their requirements.
The above<comments do not preclude that additional comments may be
added at a later date.
Please advise if you have any questions concerning the above.
Thomas A. Clark,
TAC:mb City Engineer
cc: Carmen Annunziat2~ City Planner
Edgar E. Howell, Building Official
Central Files
truly yours,
~~~~ iJ/ ~,~ ~ - I ~~, pSkt~.
,.' ~/~ I{::JOlSAK & ASSOCIATES
- i :tJ!: ~~ _ fJ' CONSUL liNG ENGINEERS
,., ',- YJA _(1,..\ 308 GREYMON DRIVE
Member I,,?, Q 25\1" , WEST PALM BEACH, FLA, 33405
'~/ \J>_~cV
(rl )(}';? Office: (305)
.x Residence (305) 833-4198
City of Boynton Beach,
Office of the City Engineer,
P.O.Box 310.
120 N.E.2-nd Avenue
Boynton Beach,Florida 33435.
MAY 5 1980
April 28,1980.
RE: '~DOS_lMill.PttBoynton Beach,
Paving & Drainage.
'"
ATT: Mr.Thomas Clark,City Eng.
.
Dear Mr.Clarkj
Attached herewith please find two (2) sets of Paving & Drainage Plans
of the above named project, for your final approval and comment.
Also South Florida Water Management District drainage Permit ,3 year
storm water calculation sheets and letter,dated April 18,1980 are
attached for your information.
We will appreciate your prompt attention and if there are further
details you may require,please do not hesitate to contact this office.
Very truly yours,
OLS & ASSOCIATES,
.....-:;-n~.y'.
~ . ~ . /'
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,.
. Ivan K.Olsak,P.E.
cc:IKO.
Mr.Max Ambach,Ambach Ass.Inc.,
Mr.P.L.Cheney,City Manager,
Mr.P.E.Cessna,Director of utilities.
e'
M__
~~. OlSAK & ASSOCIATEt
CONSUL liNG ENGINEERS, '
308 . GREYMONOAlVE
WEST PALM BEACH,FLA, 33405,
. Office. (305),,' ,
ReSidence (30518~.41~,
City of Boynton Beach
, Depart~ent of Vtilities
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At t: ::r. Perr~' A. Cessna, director ,of Utilities.
H~:":os LagostlP.U.D.-Water E~ Sewer.
"
Lear ::r.Cessnaj
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Attacted terewith please find two (2) complete sets of water & sanitary
sewer drawings,corrected as you requested, for your final approval and
COMl:le::t.
.4.1so, six (6) sets of Application forms to the Heal thDepartment and,to
State of iiorida :.}.R.is atta6hed for your signature.
','ie will ar-:preciate ~.rcur proript attention and if there are any further
details you ~ay require,please do not hesitate to contact this office.
Very trul~,' 'yours,
OLSA~' ~ A~SOCIATES,
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/ Ivan ~.Clsak,P.E.
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:r~ REPLY REFER TO:
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S th FI ad V! ~ ~ ~ /_,~ ~o;~, R~ MALOY. Extlc~t~"'t. D,rector
OU orl a !JFI}~',/~.yv r It _Y / ';~;-/
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V.Jater Management District
POST OFFICE BOX "V", WEST PALM BEACH, FLORIDA 33402
TELEPHONE (305) 686-8800
I
February 21, 1980
FES 251980
Ambach Associates, Inc.
(Q.~, ~~aos)
8150 South Federal Highway
Hypo1uxo, Florida 33462
RE: App 1 i ca t i on No. l2279-A
Gentlemen:
Enclosed is a copy of this District's staff report covering your permit
application.
It is requested that you read this staff report thoroughly and understand
its contents. Your attention is directed to the special conditions listed
on page(s) 4 & 5.
The recommendations as stated in the staff report will be presented to our
Governing Board for consideration on March 13, 1980 .
, Please contact this office if you have any questions concerning this
matter. If we do not hear from you prior to the above date, we will
assume you concur with our recommendations.
VK/tl s
Enclosure
cc:
I,"BE:RT L CLARK, JR,
lJ"man. Fort Lauderdale
STANLEY HOLE
Naple,
Sincerely,
City of Boynton Beach Eng.
Olsak and Associates
Lake Worth Drainage District
Vern Kaiser, Supervisor
Permit Administration Division
Resource Control Department ~,
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ROBERT W. PADRICK
Vice Chairman - Fort Pierce
W, J. SCARBOROUGH
La ke p' aCid
R. HARDY \1ATHESON
Miami
E!!:N SHEPARD
H;al~ah
MAURICE L. PLU\1MER
Fo" '.h Br:.
NATHANIEL REED
Hobe S:lUnd
J, NEIL GALLAGHER
S1. Cloud
JOHN L. HUNDLEY
Pahc..ee
/~
SURFACE WATER MANAGEMENT STAFF REVIEW SUMMARY
APPLICATION NO: 12279-A
PROJECT NAME: Dos Lagos
LOCATION: Palm Beach County; City of Boynton Beach
DEVELOPER: Ambach Associates, Incorporated
ENGINEER: Olsak and Associates
---'---""
1. Suitability of land for proposed use ~ FAIR POOR NOT
APPLICABLE
2. Water Quantity Impacts ~ FAIR POOR NOT
APPLICABLE
3. Water Quality Impacts GOOD S POOR NOT
APPLICABLE
4. Environmental Impacts GOOD FAIR POOR
5. Water Conservation ~ FAIR POOR NOT
APPLICABLE
6. Flood Protection CS FAIR POOR NOT
APPLICABLE
7. Relief from rainstorm inconvenience (GOotD FAIR POOR NOT
APPLICABLE
8. System Maintainability ~ FAIR POOR NOT
APPLICABLE
9. Overall use of land with respect to ~
water resource FAIR POOR NOT
APPLICABLE
10. Water management system with respect ~
to feasible alternatives ~ FAIR
POOR
NOT
APPLICABLE
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Board Ap~roval
SHORT FORM EVALUATION
APPLICATION NUMBER:
12279-A
PROJECT NAME:
Dos Lagos
LOCATION:
Palm Beach
COUNTY; City of Boynton Beach
SECTION
17
, TOWNSHIP
45
SOUTH, RANGE
43 EAST
TYPE OF APPLICATION:
Surface Water Management
PROJECT AREA 88.0
ACRES.
DRAINAGE AREA
88.0 ACRES.
FACILITIES:
1. EXISTING: Lake Worth Drainage District's E-4 Canal.
2. PROPOSED: The proposed project consists of 51 single family residences and
369 multi-family units to be constructed on 88.0 acres at a gross
density of 4.77 du/acre. The surface water management system con-
si~ts of grassed swales leading to catch basins and storm sewers
discharging into a 10.0 acre detention lake. Final discharge will
be over a 4.0' flashboard riser and through 5401 of RCP discharging
into Lake Worth Drainage District's E-4 Canal.
DRAINAGE BASIN: C-16 RECEIVING BODY: L.W.D.D.'s E-4
RUNOFF FORMULA L.W.D.D. curves ALLOWABLE DISCHARGE 42 CFS
REQUIRED RETENTION 7.3 ACRE-FEET.
RETENTION METHOD lake
RETENTION PROVIDED 7.3 ACRE-FEET.
FLOOD PROTECTION
LOCAL ROAD CRITERIA 3 YEAR STORM
FLOOD CONTOUR 10.3 FEET .NGVD
MINIMUM ROAD GRADE 11.0 FEET NGVD
BASIN DESIGN FREQUENCY 25 YEAR STORM
FLOOD CONTOUR 11.3 FEET NGVD
DESIGN DISCHARGE 37 CFS
100 YEAR FLOOD
FLOOD CONTOUR 13.5 FEET NGVD
MINIMUM FLOOR ELEVATION 13.5 FEET NGVD
FIA FLOOD ELEVATION 11.0 FEET NGVD
1 of 5
CITY of
BOYNTON BEACH
~
P. 0, BOX 310
120 N.E, 2ND AVENUE
BOYNTON BEACH, Fl.ORIDA 33435
January 22, 1981
Dear Mr. Bennet:
This letter is to ,inform you that on March
4, 1980, the City Council approved on second reading
an ordinance to rezone lands in Boynton Beach as de-
scribed in the accompanying ordinance from RlAAA to
PUD with a Land Use Intensity of 3.6 to accommodate
the proposed Dos Lagos development. As noted in the
ordinance, Council's approval incorporates the re-
vised master plan for the development.
The zoning on said parcel will revert to
RlAAA if the owner of the land does not file plans
consistent with sections 31-1(J) (b) (3) and 31-1(K)
(1&2) attached herewith.
If you have any additional questions concerning
this matter, please feel free to contact me.
Yours very truly,
CSA:mpc
Enc.
CITY OF BOYNTON BEACH
...
CC: Central File
~J~
Carmen S. Annunziato
City Planner
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OF PALl\111EACII COUNTY. Fl..JOIUDA
3323 BELVEDERE ROAD
WEST PALM BEACH, FLORIDA 33402
AI1TIHIIlI1. BOUGAE
THOMAS J, MILLS
SUPERINTENDENT
OF SCHOOLS
TELrPHOtlfr: 603 00"0
LOUIS J, fASSA
\,,, I r q,\!q"~~N
February 1, 1980
.lAME' C DE LONGA
ROnERT S, HOWELL
BERNARD KIMMEL M,D,
SUSAN R PE LL
THOMAS W, SANSBURY
Mr. John W. Ewseychek, President
Planning/Design, Inc.
2001 Palm Beach Lakes Blvd., Suite 200
West Palm Beach, FL 33409
RE: Reevaluation of School Impact from Dos La~()s PU!~,
Dear John:
The Department of School Plant Planning has reviewed the adrlitional information
provided by your office on the Dos Lagos PUD. The impact analysis car.ried out
by School Plant Planning pr ior to our le t ter of January 3, 1980 (Attachment 111)
was conducted with the limited information provided to us at that time. The
following is a listing of additional information provided by your office per-
tinent to Dos Lagos PUD.
Price range of single family units of $100,000 and up
Bedroom/Bathroom distribution
Row Townhouses = 2 bedroom/ 1-1/2 bath
Duplex Townhouses = 2 bedroom/ 2 bath
Correlating the additional information with previous information, gives cause
to reevaluate the school impact from Dos Lagos.
The estimated probable number of students to emanate from Dos Lagos from this
latest analysis is not as great in magnitude as our prior analysis, however,
there is a significant number of public school students expected to emanate
from this development which will require educational facilities.
Based on the type of unit, location, anticipated market price and the other
information provided, this office es.timates that Oos Lagos PUI) will generate
140 puhlic school age students at time of build out. A probable grade level
breakdown of the 140 students would be as follows: 56 students in grades k-5,
35 students in grades 6-8 and 49 students in grades 9-12.
The school facilities for this analysis are unchanged from our letter of
January 3, 1980. For clarity of expression and to define the School Board1s
position on impact from developments we will reiterate our comments.
The geographic area in which this proposed subdivision will be located is pre-
sently served by Rolling Green Elementary School, Congress Community Hiddle
School and Lake Worth Senior Hi.gh School. !\ listing of the exist ing mcmher-
ship of each school as of October 30, 1979, the ;1dditional membership to be
generated by the subdivision, a projected 1984-85 membership, and the present
usable permanent capacity of each school follows:
John \V. Ewseychek
February I, 1980
Page 2
Existing
School Name Hembership
Membership
from this
Development
1984-851
Projected
Hemlw rship
2
Usable
Permanent
Cap~city
Rolling Green Elementary 657
oR
1000
670
Congress Community Middle 1378
! ')
L.
1800
11+!+ 1
Lake Worth Senior High 2357
61
1600
1619
Schools serving this rapidly growing ~rea are projected to be seriously over-
crowded. The factor that will determine \.,lll~n the ~'nrollments ffient loned on the
previous page will arrive is dependent UpOIl the .Ult" at which the variolls de-
velopments in the area are completed. But there is no reason to doubt that
enrollments wi 11 increase \mcn cons t nl(:t lon i~; comp 1 c t(~r1 nor can it he' ;l:;~>l1mcrl
that all growth is decades away.
While the School Board and Administration have been encouraged to apply for
advanced funding for the S-3, Santaluces High School, which when completed
will alleviate overcrowded conditions at L:1ke Worth Senior High School, there
is no guarantee that these funds will be available. State construction funds
are allocated to school districts based on th(~ actual number of students in
at tendance rather than on projected enrollFll.'l1tS. H;lsed on p;lsl expf~r i ('nee,
state capital outlay funding allocatinn~> flH this district are gencrally in-
adequate to provide facilities necessary for the additional students \vho will
be enrolled when approved developments are cOlllpleterl. Therefore, funds for
capital outlay use must be generated locally, perhaps through millage increases,
ad valorem bond issues, or some type of nfair share" impact assessment. The
administration, therefore, will recommend to the Boynton Beach Commission that
as a condition of approval of this P.U.D. the owners agree to enter into a formal
contract with the School Board of Palm Beach County to contribute a sum equal
to .4 of 1% of the selling pr ice of each resident ial dwelling unit in this develop-
ment. TIlis will be on a one time initial sales hasis as a means of assisting the
School Board in its attempt to acquire funds wi th which to alleviate overcrowded
school conditions. These funds will he placed in ;1 special capital ont lay account
to be used in the area impacted by this development. I have directed my legal
staff to prepare the documents necessary to impl"llIf'nt thls contrihut ion.
1
The 1984-85 projected membership will be evaluated on an annual basis and may
revised annually, hased on each schooll~.; C'Ki.sting membership and the amount
residential building activity ,within each school1sattendance zones.
be
of
2
Usable permanent capacity at each school may be revised annually as a result
of the placement of Exceptional Child Education and Compensatory Education Pro-
grams in the schools. Placement of these programs in traditional classrooms
results in a downward revision of the capacity of the classroom due to the low
pupil-teacher ratio customarily assigned to special programs. Capacity may vary
annually based on changing programs within the schools. .
John W. Ewseychek
February 1, 1980
Page 3
The School Board has twice in the past 9 years attempted without success to pass
bond issues to finance new school construction. It is essential that a reliahle
source of school construction funds he found; this ,.,ill require a strong cooper-
ative effort with the School Board by other governmental entities, responsible
developers and concerned parents. However, if the school funding problem could
be successfully resolved, the School Board would be able to build the facilities
necessary to accommodate new residential growth within the county.
Sincerely, .
~f / L . l Q~ (,.",/114/' ('
j('<.{(,' tJ..- L- L' \ ,/ I JlI '
_ \l-' ( / '
. Howard Johnson (/
Senior Planning Specialist
School Plant Planning
cc:
./
Carmen Annunziato, City Planner, City of Boynton Beach
Michael Jackson, Attorney, School Board
Attachment
5/350/6
608/0
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County Administrator
John C. Sansbury'
Board of County Commissioners
Bill .''l:liley, Chairman
Dennis p, Koehler, Vice-Chairman
Peggy B. Evatt
Frank Foster
Norman Gregory
(...,-, "'" .'...
Department of Engineering
and Public Works
H. F. Kahlert
County Engineer
January 21, 1980
Mr. Carmen S. Annunziato
City planner
City of Boynton Beach
P. O. Box 3lC
Boynton Beach, FL 33435
SUBJECT: Traffic Impact Analysis - Dos Lagos P.U.D.
Dear Mr. Annunziato:
After review of the subject Traffic Impact Analysis, the following are
recommended:
(1) Dedication of additional right-of-way along Congress Avenue to
provide for a 60-foot half right-of-way.
(2) Dedicate 108 feet of right-of-way for Miner Road along the south
right-of-way line of the Lake Worth Drainage District L-20 Canal.
(3) This development should have access to Miner Road. This access
point should be no closer than 660 feet from Congress Avenue
(centerline-to-centerline).
(4) Construct Miner Road to County standards as a 2-lane (future
4-6 lane) facility from Congress Avenue easterly to this
development's access point.
(5) Bear the full cost of signalization at this project's access
points on Congress Avenue and Miner Road if and when warranted
as determined by the County Engineer.
(6) Construct turn lanes at the project's entrance as required in
the Traffic Impact Analysis for liDos Lagos P.ll.D." prepared by
Olsak & Associates, Consulting Engineers.
BOX 2429
WEST PALM BEACH, FLORIDA 33402
(305) 684-2460
:~"'11!".'
City of Boynton Beach
- 2 .
January 21, 1980
(7) Pay a fair share amount of $95,000.00 to Palm Beach County in
order to offset the impact of the traffic demand which the
development will create on the roa~ netwo~k. This could be
paid upon the issuance of each building permit in the usual
manner in accordance with Palm Beach County Ordinance No. 79-7.
(8) In lieu of payment of a "fair share contribution for road
improvements" fee, the developer could provide road construction
that would be appropriate for the needs of this area. One recom-
mendation is the construction of an additional two lanes of road-
way with a median on Congress Avenue from just north of the 1-20
Canal to a point 300 feet south of this development's ~ain entrance
with appropriate transitions at each end. This would include
construction of the second bridge over the L-20 Canal. The
developer should provide a set of detailed construction plans, ,
including drainage, to be approved by the County Engineer prior
to the issuance of a permit for this proposed construction.
This construction would commence prior to the issuance of the
Certificate of Occupancy for the 2l4th unit (50%) in this develop-
ment.
The construction should be completed prior to the Certificates of
Occupancy being issued for 60% of the units (257 units). The
developer would post a bond or letter of credit in favor of Palm
Beach County for an amount equal to 110% of a certified engineer's
estimate of the cost of the Congress Avenue improvements. This
bond or letter of credit would be furnished prior to the issuance
of the 100th Certificate of Occupancy by the City of Boynton Beach,
Florida. If Government four lanes Congress Avenue in this section
prior to 50% completion of the development, then the developer
would pay to Palm Beach County an amount equal to the engineer's
certified cost estimate on which the bonding of these improvements
to Congress Avenue was based. These monies should be paid prior
to the completion of 60% of the units in this development. In no
case should this payment be less than the $95,000.00 fair share fee.
It is the recommendation of this office that the above comments be imposed as
conditions for approval of this development.
The collection of the "fair share contribution for road improvements" fee has
been suspended by the Board of County Commissioners until April 1, 1980; however,
the assessment of the fee is still in effect. Palm Beach County has continued
to impose the fair share contribution as a condition of approval for Special
Exception zoning petitions. This condition would have to be met regardless of
the status of Ordinance 179-7. It is our recommendation that the City similarly
impose this as a condi~ion where possible.
City of Boynton Beach
- 3 -
January 21, 1980
The opportunity to comment is greatly appreciated. If we can answer any questions
or be of further assistance, please call.
Sincerely yours,
OFFICE OF THE COUNTY ENGINEER
&LJV2L
Charles R. Walker, Jr., P.E.
Director, Traffic Division
CRloJ: GHF : eu
-,~
JAN
9 \980
THE SCHOOL BOARD
OF PALM BEACH COUNTY, FLORIDA
3323 BELVEDERE ROAD
WEST PALM BEACH. FLORIDA 33402
ARTHUR H, BOUGAE
CHAI RMAN
TEL.PHONE .83-0050
LOUIS J, EASSA
VICE CHAIRMAN
THOMAS J, MILLS
SUPERINTENDENT
OF SCHOOLS
January 3, 1980
JAMES C, DE LONGA
ROBERT S, HOWELL
BERNARD KIMMEL, M,D
SUSAN R, PELL
THOMAS W. SANSBURY
Carmen S. Annunziato, City Planner
City of Boynton Beach
P. O. Box 310, 120 N.E. 2nd Avenue
Boynton Beach, FL 33435
Re: Dos Lagos PUD School Impact
Dear Carmen:
Pursuant to Chapter 235.193, Section 2, Florida Statutes, I am writing this
official statement relating to the projected impact of the Dos Lagos PUD on
existing public school facilities.
The Department of School Plant Planning has reviewed the information provided
relative to the proposed Dos Lagos Planned Unit Development, which when completed
will consist of 42~dwelling units. A mixture of single family units (9~),
duplex/townhouse units (13~), and row townhouse units (200) will comprise Dos
Lagos when completed. This office estimates that Dos Lagos will generate
approximately 171 public school age students at time of build out. A probable
grade level breakdown of the 171 students would be as follows: 68 students in
grade K-5, 42 students in grades 6-8 and 61 students in grades 9-12.
The geographic area in which this proposed subdivision will be located is
presently served by Rolling Green Elementary School, Congress Community Middle
School and Lake Worth Senior High School. A listing of the existing membership
of each school as of October 30, 1979, the additional membership to be generated
by the subdivision, a projected 1984-85 membership, and the present usable
permanent capacity of each school follows:
Membership 1984-851 2
Usable
Existing from this Projected Permanent
School Name Membership Development Membership Capacity
Rolling Green Elementary 657 68 1000 670
Congress Community Middle 1378 42 1800 1441
Lake Worth Senior 2357 61 1600 1619
1
The 1984-85 projected membership will be evaluated on an annual basis and
may be revised annually, based on each school's existing membership and the
amount of residential building activity within each school's attendance zones.
2
Usable permanent capacity at each school may be revised annually as a result
of the placement of Exceptional Child Education and Compensatory Education
Programs in the schools. Placement of these programs in traditional classrooms
results in a downward revision of the capacity of the classroom due to the low
pupil-teacher ratio customarily assigned to special programs. Capacity may
vary annually based on changing programs within the schools.
Carmen S. Annunziato
Page 2
January 3, 1980
Schools serving this rapidly growing area are projected to be seriously
overcrowded. The factor that will determine when the enrollments mentioned
on the previous page will arrive is dependent upon the rate at which the various
developments in the area are completed. But there is no reason to doubt that
enrollments will increase when construction is completed nor can it be assumed
that all growth is decades away.
While the school Board and Administration have been encouraged to apply for
advanced funding for the S-3, Santaluces High School, which when completed
will alleviate overcrowded conditions at Lake Worth Senior High School, there
is no guarantee that these funds will be available. State construction funds
are allocated to school districts based on the actual number of students in
attendance rather than on projected enrollments. Based on past experience,
state capital outlay funding allocations for this district are generally in-
adequate to provide facilities necessary for the additional students who will
be enrolled when approved developments are completed. Therefore funds for
capital outlay use must be generated locally, perhaps through millage increases,
ad valorem bond issues, or some type of "fair share" impact assessment. The
administration, therefore, will recommend to the Commission that as a condition
of approval of this P.U.D. the owners agree to enter into a formal contract
with the School Board of Palm Beach County to contribute a sum equal to .4
of 1% of the selling price of each residential dwelling unit in this development.
This will be on a one time initial sales basis as a means of assisting the
School Board in its attempt to acquire funds with which to alleviate overcrowded
school conditions. These funds will be placed in a special capital outlay
account to be used in the area impacted by this development. I have directed
my legal staff to prepare the documents necessary to implement this contribution.
The School Board has twice in the past 9 years attempted without success to
pass bond issues to finance new school construction. It is essential that a
reliable source of school construction funds be found; this will require a
strong cooperative effort with the School Board by other governmental entities,
responsible developers and concerned parents. However, if the school funding
problem could be successfully resolved, the School Board would be able to build
the facilities necessary to accommodate new residential growth within the county.
Sincerely,
~~Yb~ Qf~_.,
Howard JOhng .-.
Senior Planning Specialist
School Plant Planning
4/405/4
Q4-6
EXHIBIT I
Page 1 of 2 Pages'
~ 1,-' n! 1 ,'11..../
I ,.. ~ I \
CCJrmen S. Annunziato, City l'LmTlet"
City of Boynton Feucl.
P. O. Box 310, 120 N.E. 2nd AV('T1UC
Boynton Beach, FL 33435
PC': Dos Lngos pun School JI:1pClC t
Dru r en rr..en:
Pursunnt to Chapter 2.15. 10J, ~;cct.icln 2, nnri(lil ~jt;]t\lt'r', [:'1' ',ritl"; 11,,[;
official stCltcncnt rcJnt.iflf, to the pl."n':c'ctf',' I, !';lc'l flf tho, 1',,~: T ,n~ ('~' ! 1'1' "I'
C'Y.lstinr, public school f;ldlHi(';,.
1'h(' Department of School Plilnt Plnrr.ilW 11.1:' n'vil'\'r,<; tl,(' infonn<lt ion prcnrlo('d
relative to tlw proposed nos LnfOS l'Jnt1llC'c l'nit T:cvclOl'r'C'nt. Fhich ~:"('n cc'npl('tcr!
tdl1 consist of lf28 dvellin[' unitf;. i\ I'lixtllTC' (.f cofnrlc fnl1lUy l!Pi.ts C'Lf) ,
duplex/townl,ollse units (l31.j) , nnr! n'\J tOl'l,r'("'f;(' Ul'its (;100) t,.'iJl c01"f'1'';'''(, 11('f'
Lrlp,or, when c0T'j.dC'tC'd. Tldr- (lFf:lc(' (;;tin;'t-'.'!' 1:1-<'1 J:p J,"',"f 1>'111 "';".';'"
approxil!'titc>ly 171 rl'blic ;;c::h'cl i';'" ,,;;tl1('('J1t~: ,'1' 'j"(' "i h'll,) "Pt.. i\ !'ll:, :,1,
f'.rndc level hn.'Dl:dcl\l!1 of the 171 ~;tt"lcnt" \"'.'101,' 1 (' d' [",11,,\..,': (,'J :.:1',,',
prade K-5. 112 studpntf' in ;')'.'"1('"" (",,:; ,lf1", ! 1 :'~''')1. T",t': ill ',,:,,"',' '....1 :',
Th(' p;co~~raphi.c nrC<l 111 ,,-llich tll Lv pru!,Clf'cd ~_"b(Tjvif Ion "'11 1 h i"lent'.,' (,
presently served hy J~o11inf. GTc'cn f 1(;""1'1.;11',;" : c11('" I , (:llll~'!",.',;~; ('("1 ~""Hit' :'i (!
School []ml L<1kc \"orth Senior llif',h Schoo]. /\] j st 1.n[', of tbe' exi Dtj ng rn',Jd'<.'n;l: j p
of each school ilS of October 30, 1 ~179, tbe <lddlUol1a] r'C'r;'}.crshir to he pCJ1('rAlf'ci
by the subdivision, a prc,icctcd 1934-85 IT'Cl',lH'TSldr, ,1nc tIle rrcscnt llS:lblc
pernancnt c81':.1<:lty of each scb001 II'11m':':
School N;:nlC'
J;:d~; t Jpf'
!\'r'll'('r~;h i1'
~'(T,lli 1 :,1 r I'
f n 1I~ 11, i :;
['''vI'l(,!''''" flt
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l'rnicct:, ,:
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P':;l! I,'
Pc J r, ;11" 1
(:;q' 'H f t ~
Rolling Grecn Elcrcntnry
Con~ress Co~munity Middle
L<1ke tv'orth Senior
657
137,)
2357
6n
10no
11300
] (,(lU
~, 7 r
II ~~
1/1/: 1
lf~ 1 ()
(d
1 The 19B4-85 pro,i<:ctC'd mCM!wrshfp \.;il] 1.<:" C'vn]\1..t<'cl on nn :1!HllWl bari!': :m(l
may bp rcviflcd tllll1ufll1 y. hr.~.'('d on I';/('h ,:ClIOP J I ,'~ c:d.r;tini~ Tr'CWbc.Tnbip and thc'
.1monnt of rCfd(~C'ntial }JrTiJdfl1': nrli"I1.,' "Ithl" (:'(')' ~'('l'"pll,. "(tr'nd;",{'(' 7'.'ll'r'.
2
UsahlC' pcrr.1;'TIC'llt C:1J'.lCit,y <It (':1(:1, :'C"'H~J "';l~' ],(: n'vi::'cd <'1~J""1111\' :1::., rr'r;111l
of the pl<lccrlcnt of f,}'Cf'pt 1(1n~1 Chi 1<1 I"h'e,;t Ion ;JT1C1 C('[~p('n~;tlt(lry )-'('1'1'''1 inn
Programs in tl'c schools. Place~l'nt "r tl'e,c,r rrop,rnrrs il1 trD(!jt1.(,rwl cl;!::~T(\or~'"
results in [l cl0,,,mnl1:d n'vision of the cnJ1i1('Lty of thC" cli1s~r(lor1") (lue to the low
IHlpil-tenchcr rntio Ct1.r;tol~:;ri.1y np,si~'n('d to '-reciill pn)/'rn!"'r;. CnpClcity mny
vary llnnllally haRed on chnng tng progrflTl1S tvi thin tlJe r.dwo1s.
EXHIBIT I
C.1lTleT! S. AnnuI1zJnto
P ewe 2
,TnTluary 3. IfJ80
Page 2
, .
Scllo()l" scrvinr, this rfl!",fC]ly ~ro',,,inp, 111:"<1 :ll'( 1'1'(';( rf" (I f', I", t' I r'''I~d\"
overcr01:,!ded. The'. factor Ilwt I.'ill r1ctc'rr~Ir:(' · !tell r"I' I lil"n/ II" 1'1.:, "I'1lt:lt'lI('<l
on tho prevtour, rnp~' viII nr.rjve.1s d"fH"lldl'nt 1'1'('11 Illr 1-'1,' <11 "1":["1\ the; \';'lj"tl~;
dcvcloprrcnt:c; In the area :11'1' r'nr;'plpt('(l. I1tll tll!T!' I;.' nn )"(:II;'!'11 1 n .Jrlt'bl. t,h:\ t
('nrollJi!ents v.ill Jncrcn[)c d1('11 cnw,tt"llCl!np I:' ('("'1'1""", I':'r 1';11' it h ;"::\11''''''
thnt all grm"tb is deCD(l".-" :11"/1)'.
'''hi1e the school Boord and Arlr:dn intrntlol' h;lVI' l'ccn Cl1CO\!l::'f'CC! to "1I'ply fer
[ldv<lnccd func~jn? for the S-3, SAntalucc'!" 1'(1'/1 ~cll0()l, wh.l.ch \.:hcn coppll'tccl
tvill :Jl1E>viate ovcrcrcmo('d cn['cUtIC1J1n nt Lnkc' \-iO}"t]l Scnfor Jli['h ~;elwol, there
is no f.uar<lntce that thcp,e funds 1-71,11 lw i1v..,:f]:Jhlc. ~:t:ltc CC'llstrocticm r"nt!'"
~r(? Hllnc;lt('(l tn scltooJ d.i8trict~~ hn,se(1 ('1'> tl1(' ,',,'11'.11 n'~T.l,' r of ~,fl1(I('ntl' in
nttenoance rather than on projected .proll! (1l1~'. I';lf'('; n' !",;l:;1 "~lJ1'ricn('(,
stat0 cap:i.tal outlay fnmljnf> nllocntleTw fer tl'l' (l[q.rlt't 'rT. ~',Cl'.('t:,j1\, in-
';1cJ('>f(t1ate to provide f/1CJl:itics n('ce~:slny ["1' the ;'(:dltfc'n;'11 ~,t\},"'nU" v"(' \,'i1l
be ('nrolled Hhcn :lpprovcd c1cve1opl'1cT"!t!; <11'(' (<'l']1!er(,(', '1""('1 ("('1]"1 fund" f(lr
capital outlay use wust be r('n('r~lted loe:l11)', rc!lwp': tll?Olldl ;'illil."; Jr" "l';),""',
iH1 v<1lorem bond iSSlIf'!;, or [;()r~(" type of "f,llt ,;~ II'" 1"T,le! ;1,"1 """l llt. 11"
ndmlnistration, tllcreforC', I-lill recl.!l':J')('I',l tl.' II," (:('l"mj~;r:,j(lf) lh;lt ;lf~ ~I ('('1,,111 [('"
of approval of th1.s r.U.D. tn0. m-mpn~ ~'f'.HT to ('nter into [l forrwl contrnct
,..lth the School Board of Pnlm Pet"1eh COllnty tn contr.i hut!' ;:: ::11r cqu<11 tn . /!
of 1% of the sellinp price of each r0sid('ntL:1l rlwc'lli.l1G unit in this c1l'vclopl~~cnt.
Thif; will be on .1. one til11(' irdti[ll ,s,,}r s h;lf;r~~ ;1f1 :' r'l'<1P'" (lr :'"f'ff1tif1[', /1"
School BOArd ill it~ .1tt<.'lr'I't to :1l:rl1dlC rl1l:('~; lith \1:I(b tn "Il(vj,)t" ,'\' I', "..' ,.,!
school cond:i.tfollS. Th:1~" f'.1nri..,: ,,'ill 1)(' ['1 :en) iT!,': :!'("cJ,,11 ("'I,rl:1l "Tlti'l'
account to be ur:cd in the nrr:1 Jrr.pach'd by t"hir ("V(1\;I'il'.'tl. I 1';1'.', ,'II'
my lCflll stAff to pfc"parc tll'.~ ('ocl!m('I'1~, I" ('I f'.' ,'I' I,' i" '", I't 11 i.' (,'T!"'!'
Tlll~ School Board hEl!> t\J.i ce in tIll' 1',1S I" " y( 81:: ;;t [(1i"f' t"l.' Ii tl:eu t :'t!('Cl'f~, t...
pass bond issues to financE' nel'7 schu('} CCll1~tn'ct.lon. It ir: l'f'scllti<d tlt..'t.,
reliahle nOllrce of schon 1 constrllctjnll fune!,; be fOtln0; thir: \,rill l'0quire ~l
stronp: cooperative effort ,lith the Sc:ltool rO"'lrd by nthr'r g('vrrm~('nt<lJ I'll t.1 t fCE,
responslb1e developerR [lD<~ conc('rncd pnn'lIt';. IJm\Tvcr, if tlw school ftlDr1.ilW
problcT1 could he successfully r('splv('r~, th:- ~;("l:(\()l rO:Jn1 lm,dd h(' <11,1(' to 11lfld
the f.1cilitjc!i nrrl'f"~C:Jry 1.(' :\['('!II':I''>('II' ']1" n r"",tl II < r,.".t"l' "jlLII' t.'". ,..:
SincC'rcly,
Howard .Johnson
Senior rlnnnin~ SpecIalist
School Plant Planning
4/405/4
QII-6
P. O. BOX 310
120 N,E, 2ND AVENUE
BOYNTON BEACH, Fl.ORIDA 33435
\
CITY of
BOYNTON BEACH
December 20th, 1979
Mr. Charles R. Walker, Jr., P.E.
Director, County Traffic Division
Palm Beach County
P.O. Box 2429
West Palm Beach, Florida 33402
Dear Charlie:
Accompanying this letter you will find a P.U.D.
Master Plan and an accompanying Traffic Impact Analysis for the
proposed "Dos Lagos P.U.Q."
Please review the attached and provlde us with your
analysis of this project's impact on our highway system. We
would appreciate knowing when we might expect your comments
so that we may schedule our hearings accordingly.
Again we appreciate the time and cooperation that
your office extends to the City in matters such as these.
Yours very truly,
CITY OF BOYNTON BEACH
~
CARMEN S. ANNUNZIATO,
City Planner
CSAjCG:pf
enc.
cc:
Central File
P. O. BOX 310
120 N.E, 2ND AVENUE
BOYNTON BEACH. Fl.ORIDA 33435
CITY of
BOYNTON BEACH
December 20th, 1979
Mrs. Pat Walker
South Florida Water
Management District
P.O. Box V
West Palm Beach, Florida 33402
Dear Pat:
Accompanying this letter you will find plans and
water management and soils reports for the proposed "Dos
Lagos P.U.D."
Please provide us with an analysis of this project
and indicate the extent to which it complies with the District's
standards. We would appreciate knowing when we might expect
your comments so that we may schedule our hearings accordingly.
Again, we appreciate the time and cooperation that the
istrict extends to the City in matters such as these.
Yours very truly,
CITY OF BOYNTON BEACH
~
CARMEN S. ANNUNZIATO,
City Planner
G:pf
1 File
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BOX ~4:J~, C'::~:J."
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FLCJHID':' P0;/. ~:-~ ;~ UGH-:" ~D~.~;:;:""~Y
December 19, 1979
Mr. Thomas A. Clark, P.E.
City Engineer C
P.O. Box 310
Boynton Beach, FL 33435
RE: Electrical service to proposed pump at S.W. Sixth Avenue
and S.W. Third Street.
Dear Mr. Clark:
I have completed the detailed cost estimate for providing
three phase service to the referenced facility. Total
contribution required for this work is $1,693.00.
I will proceed with final design and installation upon re-
ceipt of your letter of authorization. You will be invoiced
upon completion of this work.
If I can be of further service, please do not hesitate to
contact me.
~?incer~ly..
" ( \ i\
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r:\R_ c i~
~po~r Services Representative
JRC/kaj
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JOHN A, MALOY, E.ecutive Director
South' Florida
Water Management District
POST OFFICE BOX "V", WEST PALM BEACH, FLORIDA ~02
TELEPHONE (3051 686-8800.
iN REPl Y RUE A TO:
February 21, 1980
Ambach Associates, Inc.
(~os Lagos)
8150 South Federal Highway
Hypoluxo, Florida 33462
RE: Application No. 12279-A
Gent 1 en~en:
Enclosed ;s a copy of this District1s staff report covering your permit.
application.
It i~ requested that you read this staff report thoroughly and understand
its contents. Your attention is directed to the special conditions listed
on page(s) 4 & 5.
The reco:Tf~er.dations as stated in the staff report will be presented to our
Governi n9 Board for cons iderati on on ~1al'ch 13, 1980 .
Please contact this office if you have any questions concerning this
matter. If we do not hear fr0m you prior to the above date, we will
assu~e you concur with our recommendations.
Sincerel)',
Vern Kaiser, Supervisor
Permit Administration Division
Resource Control Department
VK/t 1 s
Enclosure
cc:
City of noyntol~ Beach Eng.
Olsak and Associates
---....-..------.-~-T-.....-.-
Lake \~orth Dra H,cl\1e Oi stt'i ct
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~.JL..f~ P'tud
t:. ~~:..t'[ty ~r1,t.. THE50N
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BEN SHEPARD
Hialeah
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J, t'/!:Il. GALLAGHER
$t. ('!'){.Id
JOHN L. hUNDLEY
Pahoketl
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SURFACE WATER MANAGEMENT STAFF REVIEW SUMMARY
APPLICATION NO: 12279-A
PROJECT NAME: Dos Lagos
LOCATION: Palm Be?ch County; City of Boynton Beach
DEVELOPER: Ambach Associates, Incorporated
ENGINEER: Olsak and Associates
.-' -----.
l. Suitability of land for proposed use ~ FAIR POOR NOT
APPLICABLE
2. Water Quantity Impacts ~ FAIR POOR NOT
APPLICABLE
3. Water Quality Impacts GOOD @ POOR NOT
APPLICABLE
4. Environmental Impacts GOOD FAIR POOR
5. Water Conservation ~ FAIR POOR NOT
APPLICABLE
6. Flood Protection ~ FAIR POOR NOT
APPLICABLE
7. Relief from rainstorm inconvenience @>O~ FAIR POOR NOT
APPLICABLE
8. System Maintainability ~ FAIR POOR NOT ,.
APPLICABLE
9. Overall use of land with respect to ~
water resource FAIR POOR NOT
APPLICABLE
10. Water management system with respect ~
to feasible alternatives ~ FAIR
POOR
NOT
APPLICABLE
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SHORT FORM EVALUATION
APPLICATION NUMBER:
12279-A
PROJECT NAME:
Dos Lagos
LOCATION:
Palm Beach
COUNTY; City of Boynton Beach
SECTION
17
, TOWNSt:iIP
45
SOUTH, RANGE
43 EAST
TYPE OF APPLICATION:
Surface Water Management
PROJECT AREA 88.0
. ACRES.
DRAI NAGE AREA
88.0
ACRES.
FACI LITIES:
1. EXISTING: Lake Worth Drainage District's E-4 Canal.
2. PROPOSED: The proposed project consists of 51 single family residences and
369 multi-family units to be constructed on 88.0 acres at a gross
density of 4.77 du/acre. The surface water management system con-
sists of grassed swales leading to catch basins and storm sewers
discharging into a 10.0 acre detention lake. Final discharge will
be over a 4.0' flashboard riser and 'through 540' of RCP discharging
into Lake Worth Drainage District's E-4 Canal.
DRAINAGE BASIN: C-16 RECEIVING BODY: L.W.D.D. 's E-4
RUNOFF FORMULA L.W.D.D. curves ALLOWABLE DISCHARGE 42 CFS
REQUIRED RETENTION 7.3 ACRE-FEET.
RETENTION METHOD lake
RETENTION PROVIDED 7.3 ACRE-FEET.
FLOOD PROTECTION
LOCAL ROAD CRITERIA 3 YEAR STORM
FLOOD CONTOUR 10.3 FEET NGVD
MINIMUM ROAD GRADE 11.0 FEET NGVD
BASIN DESIGN FREQUENCY 25 YEAR STORM
FLOOD CONTOUR 11.3 FEET NGVD
DESIGN DISCHARGE 37 CFS
100 YEAR FLOOD
FLOOD CONTOUR 13.5 FEET NGVD
MINIMUM flOOR ELEVATION 13.5 FEET NGVD
FIA FLOOD ELEVATION 11.0 FEET NGVD
1 of 5
WATER QUALITY:
A. ADVERSE IMPACTS EXP~EO
YESD NOlll
B. BEST MANAGEMENT PRACTICES UTILIZED
Catch basins located in grassed swales; first inch of runoff detained.
ENVIROOMENTAL:
A. SIGNIFICANT ADVERSE, IMPACTS EXPECTED,
YEsD NOm
B. COMMENTS:
LAND USE:
PRESENT ZONING:
PROPOSED USE:
COMPATABLE
RS/PUD
sa~e
YSl!l
, ALLOWED DENSITY: 4.77
NIT ' PROPOSED DENSITY: 4.77
DU/A
DU/A
POTABLE WATER: City of Boynton Beach
WASTEWATER TREATMENT: same
OPERATION ENTITY: Dos Lagos Homeowners' Association
ADDITIONAL COMMENTS:
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RECOMMENDATIONS: See Attached.
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PREPARED:
APPROVED:
'C,..".,., CHECKED: -:l-- / ~
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DATE:
~
Richard A. Rogers, P.E., Direl
Resource Control Department
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The staff recommends that a:
X Constructfon and Operation Permit
Construction Permft
Operation Permit
Letter of Conceptual Approval
Right-of-Way Occupancy Permit
be issued for the following described project:
Application No.:
12279-A
Date: December 27, 1979
Applicant Name: Ambach Associates, Incorporated
Applicant Address: 8150 South Federal Highway, Hypoluxo, 33462
Project Name: Dos Lagos
Applicable Land Area
Project
Phase Construction
Total:
88.0
a c res;
88.0
10.0
27.0
acres
.
Water Management:
Impervious:
10.0
27.0
acres;
acres
acres;
acres
Land Use: RS/PUD: 42.0 Total {),Jell ing Units; Sq. ft. Conmercial/lndustria1
.
Location: Between L-20 and L-21; east of Congress Avenue, west of E-4
City:
Boynton Beach
County: Palm Beach
lake Worth Drainage District
Special District:
SF~D Basin:
C-16
Section
17
, Township
45 South, Range
43
East
Operation Entity:
Dos Lagos Homeowners' Association
Subject to the following 8 standard limiting and 7 special conditions
(for conceptual approvals only, these conditfons as a minimum will apply
to subsequent construction permitting):
3 of 5
LIMITING CONDITIONS
1. THE PERMITTEE SHALL PROSECUTE THE WORK AUTHORIZED IN A MANNER SO AS TO'MINIMIZE ANY
ADVERSE IMPACT OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES, AND
WATER QUALITY. THE PERMITTEE SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUC-
TION PERIOD, INCLUDING FULL COMPACTION OF ANY FI LL MATERIAL PLACED AROUND NEWLY
INSTALLED STRUCTURES, TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTA-
TION IN THE RECEIVING WATERS.
2. WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTEE'S PROPERTY SHALL BE
SUBMITTED TO THE DISTRICT AS REQUIRED. PARAMETERS TO BE MONITORED INCLUDE: TOTAL
SUSPENDED SOLIDS, NITRATES AS N, NITRITES AS N, TOTAL KJELDAHL NITROGEN AS N, AMMONIA
AS N, TOTAL PHOSPHORUS AS P, ORTHO-PHOSPHORUS AS P, 5 DAY 200C BOD, TURBIDITY,
SPECIFIC CONDUCTIVITY, DISSOLVED OXYGEN AND pH. IF WATER QUALITY DATA ARE REQUIRED,
THE PERMITTEE SHALL PROVIDE DATA ON VOLUMES OF WATER DISCHARGED, INCLUDING TOTAL
VOLUME DISCHARGED DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM THE
PROPERTY .
3. THE PERMITTEE SHALL COMPLY WITH ALL APPLICABLE LOCAL SUBDIVISION REGULATIONS AND
OTHER LOCAL REQUIREMENTS. IN ADDITION THE PERMITTEE SHALL OBTAIN ALL NECESSARY
FEDERAL, STATE, LOCAL AND SPECIAL DISTRICT AUTHQRIZATIONS PRIOR TO THE START OF,ANY.
CONSTRUCTION ..oR ALTERATION OF WORKS AUTHORIZED -BY THTs~tRMIf:"--"--'-'-"-"'-'P'- .... ..'
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4. THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTIL A FLORIDA
REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES HAVE BEEN CONSTRUCTED
IN ACCORDANCE WITH THE DESIGN APPROVED BY THE DISTRICT. UPON COMPLETION OF CONSTRUC-
TION OF THE DRAINAGE SYSTEM, THE DISTRICT SHALL BE NOTIFIED FOR AN INSPECTION AND
APPROVAL OF THE FACILITIES.
5. ALL ROADS SHALL BE SET AT OR ABOVE ELEVATIONS REQUIRED BY THE APPLICABLE LOCAL GOVERN-
MENT FLOOD CRITERIA.
6. ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO THE APPLICABLE
LOCAL GOVERNMENT.
7. WATER DISCHARGED FROM THE PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM
SUITABLE FOR REGULATING UPSTREAM WATER STAGES. STAGES MAY BE SUBJECT TO OPERATING
SCHEDULES SATISFACTORY, TO THE DISTRICT.
8. NO CONSTRUCTION AUTHORIZED HEREIN SHALL COMMENCE UNTIL A RESPONSIBLE ENTITY ACCEPT-
ABLE TO THE DISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO OPERATE AND MAINTAIN THE
SYSTEM. THE ENTITY MUST BE PROVIDED WITH SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL
OVER ALL WATER MANAGEMENT FACILITIES AUTHORIZED HEREIN. UPON RECEIPT OF WRITTEN
EVIDENCE OF THE SATISFACTION OF THIS CONDITION, THE DISTRICT WILL ISSUE AN AUTHORIZA-
TION TO COMMENCE CONSTRUCTION.
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~~..,
SPECIAL CONDITIONS
1. MINIMUM BUILDING FLOOR ELEVATION 13.5 FEET NGVD.
2. MINIMUM ROAD CROWN ELEVATION 11.0 FEET NGVD.
3. DISCHARGE FACILITIES:
DESCRIPTION: 1 FLASHBOARD RISER WITH 4.0' LONG WEIR SET AT ELEVATION 9.2'
NGVD DISCHARGING THROUGH 540' OF 36" RCP INTO L.W.D.D. E-4.
1" BLEEDER SLOT AT ELEVATION 8.5' NGVD.
CONTROL ELEVATION:
RECEIVING WATER:
8.5'
FEET NGVD.
L.W.D.D. E-4
OFF-SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT SHALL BE MADE ONLY
THROUGH THE DISCHARGE FACILITIES AUTHORIZED HEREIN.,
4. WATER MANAGEMErn AND WATER USE ACTIVITIES INCIDENTIAL TO DEVELOPMENT ADDRESSED
HEREIN, SUCH AS CONSTRUCTION DEWATERING, MAY REQUIRE ADDITIONAL PERMITS FROM
THIS DISTRICT, WHICH MUST BE OBTAINED PRIOR TO COMMENCEMENT OF SUCH ACTIVITIES.
5. ALL CATCH BASINS SHALL BE PLACED IN GRASSED SWALES.
6. OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM WILL BE THE RESPONSIBILITY
OF DOS LAGOS HOMEOWNERS' ASSOCIATION.
7. THE PERMITTEE SHALL NOT RELEASE CONTRACTOR'S PERFORMANCE BOND UNTIL THE COMPLETED
INSTALLATIONS ARE INSPECTED AND APPROVED BY THIS DISTRICT. '
~ t I
'~\\' ~/ I
~Jll-- !
5 of 5
..
,.......~
S'~Mj)
-
-
~
~u 1.8700
TEST aORI~G REPORT
~O~ !.. '!..~ ~~--!l C?~ ~~_s _-.! :_"~
'OU.5 . co...c.-[1', . ..~.- ~
':-
FOUND""'':>'" STlJO'
-_._._---._~
/
fa:,:" ..._--OE.SCRIFTION of MATERIALS
0,0
1.0
T[.~l' eO-.",-C.S . LC:.~ ':(f
10
o "UHt,"t.f10N - '-lOW!> PH: roo, uows, IC
:1.0 3':> (0 50 60 70 '0 ~o 100 S.c."'PlH C/
o
13.0
C-rav f;-mpll pr ~i c:?~" ,
Tan r.. d . silicE )
.(~-me .gra~n
sand
~l..
. ~.
- I
- (:
BrOt\1O fine-medium ~
grain silica sand ~
~ ~
--- :)
Tan fine-medium grain ~
silica sand
Test boring terminated
at 15'
.
. .
~
.,
".
, '
7.0
15.0
CLlE",r MY.". Harvpv T;'! vJ or
P;::OJ[CT. Soils Investir.-atjor.: C:on~rps~ t\vp~
PROJECT tOCt-IION RCWfltOlj 'P.p<1C'h, Fl (l.
HOlElOCA1ION A~i'rox. gno' {.y. (If" E. r/L &. 1101
DRlllf~ Hendrj x DRill No
,...:-:~.n~.., ",...F:>,...~
1 9[' fL 1
11
1 .~
O~DH No_
P~fO;:;T 1'0,
HOLE No
F. of SpiT
DAlE STAP.HD
')-?l-/lL
')-/1-7[,.
ro. _.....-.- ,-,........"'rT::'n
I,
12
1 ....
...0
15
) ')
29
29
34
43
47
57
63
71
L,4
48
1St ~',D70Q
v.
EHI'TH
fT.
Q.O
1.0
10.0
15.0
20.0
, '
_IEST~BOHI~G ~EPORr
~U~!:.E~~~.~
,c".$ . cC"'C.CYC . ."..
FOUND"':'I':)" s-~'
_._-~---- -- -
O~SCRIPTION of MATERIALS
"[toT ..o..,....c.~ . LOa:"
o
10
e f'UHH""OH - J.lOWS rCR fOOr It;:)....~
20 .30 1.0 50 6~ )'0 ~O .,0 lCO 'I.M"LI"
6.0
r,ra" f{ -f;lrri pr' cd <=;>'1,1 \
-
Tan fi-:T;ed. grain silica
sand ~
b
'c
Brown fine-medium - ""',
-
grain silica sand ~
Dark brown fine-medium )?
grain silica sand c(
Brown fine-medium --- ,
grain silica sand '?
/'
. ~
Tan fine-medium ip- ---
grain
silica sand ~'P
.
, €.
Test boring termin2ted l
at 20'
. .
,
..
8.0
3
7
12
15
llc
19
26
36
43
3G
53
64
60
51
55
34
29
23
34
29
ORDER No
REPORT No,
HO~ F. t-:o
of P pIT,
1 Pl.8...L-
J ?
1 ?
')- ?] - ]J.=__
.._ __5.:- 2l- 1!!____
DA.TE STARTED
nl.,,.;: ("OMPIFTFn
CLln~T M.,.-. HC1rv~" T2vlor
p~OJ[CT Soils TnvestiEC3tion: ! C:cmpr-pf's ft,Vf> ~
rF.aJ~CTlOCA710N 'P.ovr.tOrl '3PPC[l, F1C1.
HCLE lOU,IION A~~rn'<. 1)1)1 S. of P. 'PIT. f-. 1 'Nl' 1;-
O?lll~? -- }fpI10rh: DRILL No
- ,__~~_....,..r' r.rnl'nn sl1rfacf>'
>:5) ."1."700
, ,
-~sr BO~I~G ~EFORT
(' (l ,..., .-, 1 ~ 'J r T, '"").... .... S . (
_..~. - - --_. ----
~C."l" . C",..C.,(t( .. .f
'0 l..',,1Il !'1/... "':' r ~.... !. T l..
--- -,---- ---
\I,
OE.5C~IPTION of MATERIALS
"[1.1 .~.I"'=-'" . Lt.&:J
CHPT H
fT.
0.0
1.0
10
o I'lHfHIAJlON - UOWS "ER 10:>f 1:0.....:
:l.J :l~ ;t:) :'0 6;) 70 10 90 10':) ~")04..L(;
o
15.0
r, r c \. fi-m~cl,Rr.~l senn . '"
Tan fine-medium "rain \
o ._' ..:....
silica sand':- '. - -
Q
. - "
c -
- p
-
d
Dark bro\.m fine-medium '\
grain silica sand
Tan fine-medium grain. (( >
silica sand ~
>
~
Test boring terminated
at 15'
.
.
.
j i ! I
,
~
.
B.O
11.0
CLIENT Mr. Ha rvpv Tn vlor
P~OJ[CT Soil!'> Jnvestip;1tion:
PROJECT lOCATION BnvntoTI nPB{'h, :(1<1.
HOLE lOCATION ^p:,roy.. 11C)()' ~ ()f "T.
DPlllEil_ - - P,P"'lnr; y.
lIEVt,1ICN REfERENCE
CASlt-:G: DIA~,E'TER
!.AMPl E~: DIAMETER E.. TYFF
GPDU~,:>V,' .t>TfR DEPTH: tM~,~DIJ.. T[
1 qf: 8 _ 1
9
9
Congrpss A\,[>.
ORL>~R No
REPOr.T t.Jo.
HOLE Nc
,...-F t.T p/T
DAlE 5Tt.P.TfD
DJ.. T[ COMPlE"ElL
HAMH.ER WI
HhMME? \V1_ lL.Of.'
5 I~, Cor... RecC'\"t.,y
c::. _ ?: _ :',
(
13
13
17
1 '1
27
32
28
36
'J r,
J/
46
37
IT 7
:'6
f.0
'u
.
pIT. f." l:'~OI T.'
,D~llI No
CrOlmd ~l'r-.f2CP.
None used
, , I O:J x 5 1 5.::? rm ] p r
6.0'
l",_;] - 7'1__
FAil
- Or
f;..tl_~--~ ~-~
_ ~/cler Tcbl,.
... f ,..1- r ~; ::. ,
f.,llc-inc[; :::
J
/ , // h
Nutting
"'.,# "nLI....A.f'UN-
...., PlR rOOl
6:) 'to tee ~t ~ ,
r-:.-1
, ...of;
A~~:d; // '
8/1 ,/. _I%~~'~
li1 T ~")"'l-
, d. . . 1-.J .1 L
o
60 70
10
20 :~ 4:0 50
0.0
1.C
._.
~..ll}L fi - cc. n o 1" .s i -'~:.n.d... C1
,-,," J,.. ~
T&::.o f ine':'r.;ed i U;;l b' __in
silica sand t
B rOl.m fine-medium ~
grain silica I--
sand a. ~
~ -....: ~
. -
-:
Dark brm-m fine-medium t/ j
p..rain !=ii, 1 i(;~L.'pa.nd
Bro~m fine-medium ""
grein silica sand I~
Tan fine':medium grain L--- ::0
silica sand er
Test boring terminated
at 15'
.
5.0
8.0
10.0
12.0
15.0
~IENT Mr. Harvev T2 vIor
10JECT ,Soils Investigation: CoriP.res~ AVf1.
'OJECT LOCATION Bovflton Peach) FI~.
)lE LOCATION Approx. 1390 r 8. of N. P IL ~. } ?911
'alER 'H~nnr; Y DRIll No.
::VATION REfERENCE Ground ~urface
~ING: DIAMETER N0T10 l' ~(\n
1.',Pl(R: DIAMETER & TYPE 211 on x 5 I SCl!nn] c r
OUNDWAHR DEPTH; IMMEDIATE 6.0 r
'r'./"P.Y.5:
1 q6 p.. 1
10
10
-: Woler TobIe
ORDER No,
-=- REPORT No.
HOI E No
E. 0 f "'7 P IT.
DATE STARTED
D/.,TE COMPlETED
HAMME? wr
HAMMER \\'1
I 5 I::; Core Recover y
fALL
FAll
1)-?1 -7!.!
S -?J - 7/1
],L;()ff
Nutting GnglTlfCrS
=.,-:=;-;::.--.::::-.-=_~ Of' fLOJ410A. It.C
", SOU1.....""'t!.,. .,. it. COWl_"-
!.PoJ"'I)~"'c> ~.),,,-r:. \~!.,,,./.. :';.'.'rC'
~,
J I
r
\"1 .
13 I
13
1 r,
16
2l.
37
41
34
42
S8
64
44
46
JO"
--_._-~~_._-
t "~1.e1CO
TEST SORI~G P.EPORI
r:_~~~.!:~'!...C r,c<.... ~~..!":-
t('I,... . Cu"'.'" . .,....
..-;<
.t -,
~._o~ ~~t!. ~_! .!. ~~:_. __!. . L. -
,. [S T It 0" ". "" It . l 0"':' ~ (
o
lD
o I'ENllC..."O.... - i:LOWS P[1: roof II 0 ..;~ ,
::10 30 4CJ ~:) 60 70 .0 90 100 ~"'''''PUll (
DEPTH
H.
0.0
2.C
DESCRIPTION of MATEP.lhLS
9.0
G:-ay fine -Ii',ed iU::1 graln . "
~ilica Sl.l!ld 11
1--- f. .. ..
..an '~ne-r:iea1U::1 grain
silica sand ~
,
- ,
-
-
--- 1--1 I~
Dark brovm fine-medium 'c-.
grain silica sand ---.....
L/)
Brown fine-medium ~ l--
grain silica sand Do
ft
. k: ;:;;---
Tan fine-medium grain
silica sand ~ '.
.
'-\ .
0
Test boring terminated
at 20 '
.
-
.'
5
15
. r
lc
17 i
1 r-
_ J
2L
28
50
56
6/y.
SO
74
53
65
56
39
31
42
38
42
I
c
12.0
-:
':
16.0
20.0
ORD~R t-:o
R~PORT No.
HOtE No
01- P pIT. ----
DATE STAF.TED__.'i::-'J.L:-_:'U=_--
D,\TE COf..'.PLEll::> 5 - /]~7L,
HAMMER WT-.-2S()~fAtL__~~-
1 q!; R. 1
11
1)
CLlE~'T Mr. Barvev Tn '-'lor
P?OJ[CT Soils Investie;1tion: I ConPTPf'!'; Ave.
P;>OJECT LOCATION Bovntn!l 'R,pp.ch. Fl;"l.
HOLE LC(AlI0N I'ppro:'. :)/.0' S. or ~~. pIT, f. 11()' F
DP.l~ll~ -1-te.-,ci!",j:-: DRILL ~o
El~Vt.TIO~-J'P.t:fERENCF GroUT:cl Sl"'rf2CC
111 on P,)( l:' 11' C'1., J,.,i n 1'-
r I C',~r;. nlAMnER
> C: I ... I ,'7 OC.
fEST BORING REPORT
':::. ~!:_... Sf.... ':. . _r "" ..."..:....
'~.t . .('"...:-... . ..'
~~0_~~. '=.... S_"_=-
1'1.' .0.. ..to.. . ~C.:"
IlIV. Pi""
n.
0.0
2.0
DESCRIPTION of MATERIALS
o
10
. ,.NIU&T10N - IlOWS "II fOOl tiDy", j
:a0 )0 ao 10 .0 70 10 .0 100 UMPIII
CLIENT Mr. Harvey Taylor ORDER No,
PROJECT Soils Investif!ation: Congress Ave. REPORT No
PROJECT lOCATION Boynton Beach. Fla. HOLE No
HOLE lOCATION Approx. 2101 E. of \~1. p/L fy, 184' No of SpiT..
DRILLER HC'1drix DRILL No DATE STARTED ')-1 f-1-7L
UfVATlON REFE-RENCf r,rotmrl Sllrfrlce DATE COMPlEHD ,)-1.6..::--2~__-
(ASING DiAMETfP___ None Llsed __HJ..MMER \1'/1 fAl~ ----
St..MPlER, C1AMETER & TYPE_____ ?" on x ') I C;;:Jmplf'r HJ..MMH! Wi___~M_fA:l__--2D.~
3 I 6" - I I
GROUNDWA lER DEPTH IMMlDIA TE -= Water Tobie 5 l ((He Reeo-err
RfMARKS,
Bf~~n fi~~Amedium g~air - , .,
~ f'A 1::. . . - 7
Tan fine-medium grain
silica sand -
-
....
. -
. .
\
Dark brown fine-medium ..
grain silica sand ~
,
to
~
~
Test boring terminated
at 151
,
.
.
9.0
15.0
1948. 1
6
6
!\lutting t~n9inccrs
////4d
.
..-' . ~ ,..., f,t
~'. . ... .:
3
11
18
14
...
10
13
15
15
24
21
33
43
32
31
i-
-
.-
-
-
:lea' ..',."70:'
,....
-- EST B 0 RIP! G R E PO R T
~-=--"--! ~.~":.E ~ ..~~ ~ ~
. f'. ~, .. c. {~~ . ..... ~ ( .. .".
!...E-=-~.t_.._" "":... ~ --- _ :
"tl' ao. "'e., . Lv_:'.
ILIV.
OE~:RIPTION of MATERIALS
. ""'UATlON - .LOW~ "I '00'
20 30 CO .0 .0 70 10
110... S
.0 100 S/.~~lU
ClI~NT }~r, Harvev TavJor
PROJECT Soils Invpstip.at:ion: Con2:!"ess Ave.
PROJECT lOCATION P-o'mt r-n F..ep.cn. Flc.
t-:OlE tOCAifON ApprDx. 233' E. of W. P/L &. 334' N. of
DRI:IER -" Henrlrix _N:a t..o
Ft[V~110~ P'[fER~NCL r-l'"C""JPrl c"r~;;rp
Ct.~.'~;G ;:'J--"',n[~__.u______ None u.sed___ _'__'_ __'-:t"',PER ',",,"" __r,t..~l____ .--
,,' - 6 r J. -, "
S~W.F:E? D!AW,tTER & TYPE_ .__ __-2. (Y', v r; c,,--,~1(".l'" '-t./oJ,JoJ.f.R \'v'"':'_---1..!=...-:..-....-FI-\.._.-:- -
GRO~N:>WATtr\ OEFTH 1I".fJfC);A if 3 '6" -:: Wc'~r lcole I ~ I ~ c....~ ;:e:c...'t
DI""
n,
0.0
1.0
o
\0
'.
15.0
t:I_~..~ fi -me!!. 3r. silo SA \
Tan fine-medium grain
...1. \
silica sand'. -- ..- ..~
-
-
. . ~
. ~
tJt
'"
Light brown fine-medium "
grain silica sand ,
4;-
.
Test boring terminated
at 15'
"
.-
.'
-
10.0
OP.:>ER No.
REFORT No,
MOLE No
S. P/L
196 8. 1
7
7
4 r
8
11
12
12
9
18
22
18
17
22
20
27
20
Ir
'L
Dt. TE s: ~~TED
DATE COJoJ.FlEiED
5-16-74
5-1!!-74__---
f,:~AH~.
\'u1Lr.g [..n:1iil(crs
~
.. ~'- --->" ~."
c' . .....:.. .... ~
.
, ~. ~c._.,.. '" t t. . . ..... C...."_ AT
. [
JO.' ....1'70C
T '. -i T B 0 R I J( G R E P 0 R T -
~~;~~~.:E~ "'..C"
. .1 . C":"'~";'. . _.....
. ~ _ ~ :- _~.. -:.... It. . _ -
1'..,..0......... . .....:..l
"It'. PH""
...
0.0
1.5
DESCRIPTION of MATERIALS
D
10
. 'lklll,,'.ON - It 0,,",,' ... fOot 110....\ ,
20 :30 .') SO 60 70 .0 90 100 \""'Hlt (
7.0
Grar fine-medium grain '.
~iliea sand
Light tan fine-medium ~.'. '\
grain silica sand"- ,- i---
,.
. -.::
~
Tan fine-medium grain r--
silica sand ---- ~
\ ~
Dark brown fine-mediu~
grain silica sand 'a
I- -
I~ I~
I\~
I.
Test boring terminated
at 20'
.
.
,
2
8
16
19
18
6
15
21.
41
48
33
39
Lr7
55
61
22
35
43
50
52
...-. I
l
I
~
12.0
20.0
u
(lI:Nl Hr. PRr\.'pv ,rlv1or OR::lER No, 19L2.1
PROJECT Soils Jnvesti ~atj on: Ccn!!rcss Ave. REFOR! I..!o 4
PPOJ:CT lOCAl/ON Bo\.'nt 0':1 BfJpch. FJ?. ""OLE t-.:c_~_ _____
HO~: lDCAilor.: Approx. liS' E. of W. P/L & 463' N. of S. P/L ________
CP.:llf"___~ Hendrix _____DR~tL I"c _ __DhH ~Th?7~iJ..__--2-=-12: li!___ ---
E~E\'A:i8:--': P,EfERENCE _ r-rr)',rr c;l,...r2rp ::JATE CO~.~lE~f~ 5-U-}4____
280 " __ !_4_"_
C.t..~:r'G DIJ.,~q:H;;____________ 3" 00 BX Flush JgtDt_H.t.."-'Urp. V.'T___~ ':..!( _ -_
SAUflH:, DI,t.ME~u.: 1.. lYPf_ _ _ ?" rn .... C) I c~-"""n,.. hJ.."'....E=< ....T~{:{\...;__i,:.;' _, .. ~=~~_
G.OUN~WAHi\ D~P!H. IM~~;):A1f 316" -:: WC'~, Tobie I ~ i~ (""e ;:":Cd")"
FE "-',l. !!I(;
!\' u H i n 9 ~ : n ~; i 111' I r ~
;... l ..... L . ..
". (
" #~~
F f
"";a.- .-"'I~~' "_,"",,,-r
.,.' I.: . .', .
H):I1 ..,,"OC
'~ST BORI~G REPORT
~~~! -=-- ~ ~ ~. ~c. ':'" ... ~. _"":~_
.C'" .. . t c: .. . . . '. .. .....,._
~.E_ -_!! :. #. ':' -- ,:'
'1'1"'''0...(... . .l.~"
llV. DIHH
rr,
0,0
1.0
DESCRIPTION of MATHIAlS
It
'0
. '(HI (."flON - .t OW" 'f. fOOl
20 :I:) CO .0 .0 70 1.0
alO... ~ ,
.0 \00 U....,:1i C
8.0
- f'i-mpn c:>r sil ~A ~
Tan fine-medium grain t(-.."" .........-
silica sand-,-.- .- -
- .
-
- .
. . '~
<"
Dark brown fine-medium ~
grain silica sand '-.
~ ~
'--
--.....
i--
~
-::: '"
~
~
'0
Test boring terminated
at 20 '
-
-
3
6
17
15
16
10
16
20
IS
27
23
32
41
57
73
35
47
55
64
~?
I-
I
I
i
I
I
I
,
-1
r
I
I
I
r
..
20.0
\
ClIENT Mr. p,a!"\'ev T:>\!lQ!, ORDER No. 1948.1
fJ<OJfCT Soils Jnvestj~ation: Con9ress Ave. REFORT No. 5
PkOJECTIOC,t.TION ~ovr.ton BpC!ch. Fla. HOLENa I) ______.
HOlf~OCJ.l'ON Approx lR5' E. of W p!T. ^" 7n' N no( c:; pIT .___ _H__
DRill ER Hel1dri x _DRILL No. Ct..1[ ~ -:- t. n~[j __ _ _5 -:J.~~.
f.!:\'.t..710S HfUU,NCE_ r:"'~"r'r1 Cl1if;;cp CoATE CO!-.-FI!'ED___5,,:,~(i-_]4__--
Ct..~':'>o::; L)1t..WEHR 3" OD BX Fl\.lc:h JQ.in.t._...u...,1""~~ VI'7___28.Oit_..,'t.I' .___ 24'~
'" .., I ,... .'; , ": ;- "
5":""",r:f;:l :):t..~.E.1f? Eo TYPF__ .___ ') (;'").... C, c:,~-,,1nr ht.!-.-'J:" .....1_ _"",:"":... .'1.'.. __.__
G.Ou.,:'WAiU: CfF!H, IMM[JIATE---1~ -:: Wc'~r lobl~ 15 I: c,..,..~ ;t::'~'1
q"'J..H:.S.
r. '. ( .., ~.
t .... :
#4L
'" !
J\"u It ing ~nginrcrs
..
,.... ~")_.......", I '! - f.
, . - '-- .: ". ....
c
, .
,t~. .CI,.'CC
.iST BORlkG REPORT
c~~_~_~--=--c ,-._"'~.r -..
....~. . c;,... ..t . . ...._
,~-~:-:-..._: ':' ~...
"'. .... ..:. ~ ...:., . l 0.: , I
D
'0
. 'INItiAtiON - &LOW'!'1It fOOl
20 30 .0 10 60 70 10
.10....' ,
"0 10:> 'A"'HIl C
uv.
01"14
'1.
0.0
1.0
OE~CRIPTION of MA TH1AlS
11.5
r.r::lV fi-mpri pr ~i ~~nrt l~
, ~.' ~;
Tan fine-me9ium grain
silica sand
- ..
-
-
. ..
" "
j~
. /' '.
.............. ~
Dark tan fine-medium --.
grain silica sand I'-- ~
Test boring terminated
at 15'
.
2
13
13
11
14
8
16
17
19
20
c..
-
21
38
51
58
I
I
I
I
I
.- 15.0
(lIENT
~F.C')ECT
c:: .,
~O]_S
Mr. Harvpv T~vlor
Tnvr-st"5{!3t"ion: r.o~~r['ss
~oyptcn Bp2Ch. F12.
A~lJrDx ~-L.-D.f W
Hen d .r:..i.x._
Ave.
ORDER No,
p.~ pen r..:c
19l:8.1
3
3
f:t"VAi:O:--: F,EH?fNCE___.__
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ORDER No, 1948.1
RE.PORT No 2
H.OlE NO__~m_ __
N'. -of S. P'/L____
DATE STAF:TED S-ll:l4___
DATE CO~,I'L~"iW 5-1~:::..Z~ -_
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T R A 'F FIe I MPACT ANALYSIS
OF
'-.,
DOS LAGOS
'. PUl>.
BOYNTON BEACH. F'LOR1DA.
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PREPARro ay: OLSAK<< ASSOCTATES,
Consulting Engineers,
J08 Greymon Drive,
WeGt Palm Beach~Fla.
N
r.
"
Nov.IZ./979.
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The following report
is offered as any analysis of the maximum likely traffic
conditions,created by the above referenced development.
The projects Easter Plan,Pr~pared by Planning / Design Inc.
of ~7est PalL! leach, depicts the following planning data:
Froject Area..................95.14 Ac.
~ecreation 1~ea................9.17 Ac.
Fa. Single Fa!ilil:y D1'.'ellings..... 94
~o.Duplex Townhouses........... 134
Ko.Townhouses.................. 200
utilizing 1979 dollar values-it is anticipated that the single
family homes will sell for $1000,000.-while the multi-family
c :---
Units 'will sell average ~~75,000.-a piece.
With the above data in mind,according to the Update Study
of Vehicular Traffic Generation and within Pann Beach County
characteristics,prepared by Kimle:{-Horn & Associates of West
Palm Beach in January of 1975,the folloWing generation factors
appl~{:
../
Single F.U.
Trips/D.U.: Total No.D.Uls: Total No. Trips:
11.5 94 1081
8.0 134 1072
8.0 200 1600
428 D. U. 3753 Trils
D.U.Type:
Duplex T.ll.
Townhouses
Total:
Based upon trip origioD and destination data,prepared by
West Palm Beach U.A.T.S. (Now the M.P.O.) in addition to
existing and future land uses and travel time factors,it is
anticypated that 40% of the'above trips ~~ll go south on
,"
Congress Avenue w~~le the remaining 6~~ ~~ll 'go north on
said facility. The resulting 24 hour volumes coupled vdth
the 1979 Annual Average Daily Traffic { A.A.D.T.) provided
by the Palm Beach County Traffic Engineering Department,are
reflected on figure # 1.
So as to do a detailed intersection capacity analysis of
the proposed developments entrace and Congress Avenue,the
follo~~ng assumptions were employed:
1.P.M.Peak Hour Traffic = 10% of A.A.D.T.
2.Inbound & Outbound Traffic = 55% & 45% respectfully.
3.Congress Avenue Distribution of existing traffic is 50%
northbound & 50% southbound.
4.Truck Traffic = 5%.
5.Green Time to Cycle length ratio is 0.90
/
"--"
The resulting turning movements and traffic flows are de-
picted on figure # 1.
Based upon tbe above,it is recommended,that a left turD lane
be provided on the north approach,a right turn lane on the
south approach and a left and right turn lanes on the east
approach.
In the future,a tp~ee phase signal may be required,but t~is
is some what unlikely as a future signal at Miner Road and
Congress Avenue should provide ample gap time for all the
turning movenents.
//
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The following report
is offered as any analysis of the maximum likely traffic
conditions, created by the above referenced development.
The projects Kaster Plan,Prepared by Planning / Design Inc.
of ' West PalD Beach,depicts the following planning data:
Froject Area..................95.14 Ac.
Recreation JITea................9.17 Ae.
ria. Single Fa:l1ily Dwellings..... 94
1;0. Duplex Townhouses........... 134
No.Townhouses.................. 200
Utilizing 1979 dollar values-it is anticipated that the single
family homes will sell for $1000,000.-while the multi-family
Units will sell average ~~75,000.-a piece.
With the above data in mind,according to the Update Study
of Vehicular Traffic Generation and within Palm Beach County
characteristics,prepared by Kimley-Horn & Associates of West
Palm Beach in January of 1975,the following generation factors
..,/
appl~l :
D.U.Type: Trips/D.U.:
Total No.D.Uls:
Total No. Trips:
Single F.U. 11.5
Duplex T.E. 8.0
Townhouses 8.0
94
1081
1072
1600
3753 Tri'o
134
200
Total:
428 D.U.
Based upon trip origion and destination data,prepared by
West Palm Beach U.A.T.S. (Now theM.P..O.) in addition to
existing and future land uses and travel time factors,it is
anticypated that 40% of the "above trips will go south on
Congress Avenue wbile the remaining 6~6 will go north on
said facility. The resulting 24 hour volumes coupled with
the 1979 Annual Average Daily Traffic ( A.A.D.T.) provided
by the Palm Beach County Traffic Engineering Department,are
reflected on figure # 1.
So as to do a detailed intersection capacity analysis of
the proposed developments entrace and Congress Avenue,the
following assumptions were employed:
1.P.H.Peak Hour Traffic = 10% of A.A.D.T.
2.Inbound & Outbound Traffic = 55% & 45% respectfully.
3.Congress Avenue Distribution of existing traffic is 50%
northbound & 50% southbound.
4. Truck Traffic = 5%.
5.Green Time to Cycle length ratio is 0.90
'II
/
The resulting turning movements and traffic flows are de-
picted on figure # 1.
Based uLJon the above,it is recommended,that a left turn lane
be provided on the north approach,a right turn lane on the
south approach and a left and right turn lanes on the east
approach.
In the future,a three phase signal may be required, but this
is some what unlilcely as a future signal at Hiner ROad and
COl1gress Avenue sl!ould provide ample gap time for all the
turning movements.
//
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IMPACT
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LAGOS
PUJ).
DOS
BOYNTON BEACH,
ANALYSIS
FLORIDA.
DEe 1 8 1979
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PREPARED 8Y: OlSAK & ASSOCIATES,
Con$ylting Engineers,
J08 Greymon Drive,
West Palm Beach,Fl~.
III
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