PARCEL EXCHANGE & CANAL AGREEMENT
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MEMORANDUII
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PLANNING AND-"~>O'
ZONING DEPl
CITY OF BOYNTON BEACH
DATE:
t~mbri Heyden, Director ot Planning , Zoninq
William Hukill, Cirec~or of Developaent ,~A~
Mighael J. Pawelczyk, Assistant city A~~orney IY~1 '
Lake Worth Drainage District Pargel Exchange ,
Canal A9reeaent
July 23, 1996
TO:
FRON:
RB:
Attachea hereto is a letter of July 16, 1996, with the
enclosed Lake Worth Drainage District L-23 Parcel Exchanqe & Canal
Agreement. After reviewing the Agreement and previously discussing
this i.sue wi1:h Tambri Heyden, I am prepared to approve ~h.
Agreement a8 to its torm.
However, before I confirm with Mac Conahan tbat the Agreement
meets with my approval, I wanted to sub.it ~be Agreement to each of
you for allytlnal".,coll1lents. I would like a response, if possible,
)y"July 26, 1996,.JtO that I may respond to Mr. Conahan's request.
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MEMO
LWDD. MEN
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HODGSON RUSS
ANDREWS
WOODS &
GOODYEARul'
ATTO'W'Y' AT I.",W
c C, ('.on::lhan, P.A.
Pntn~
2000 GladCll Raid
SIlJ~ 400
8m, R,ton, TL 3341\
.o7-3!H-0500 so<<::", ft^TON
407-736-2171 '....LM .~CH
305.764.2440 lROWAIlO
,^~:305.427-4303
July 16, 1996
Michael Pawelczyk, Esq.
Josias & Goren, P.A.
3099 E. Commercial Boulevard
Suite 200
Ft. Lauderdale, FL 33308
Dear Mike:
R!: Boynton Beach Mall - LWDD Parcel Exchange' Canal
Aqreemen't
Attached is the Lake Worth Drainaqe District Parcel
Exchange & Canal Aqreement for the L-23 canal. I have marked the
new lsnquaqe that you requested which is incorporated exactly as
you requested. Before r circulate the aqreement for signature, I
would appreciate your review of the enclosed Agreement and confirln
that it ,meets with your approval.
veerl~
Cormac C. Conahan
Enclosure
.'l n,~Jrrr.d LimilWl LMbility n.r1mmip Indlflli..c Pn>futlcmal A,.wci"lWll~
Alba.ry
IkcaRanm
Bv!fiJq
Nt.W York
Rodwnu
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RECORD AND RETURN TO:
LAKE WORTH DRAI"lAGE DISTRICT
13081 Mil itary Trail
Delray Beach, Fl 33484
PREPARED BY:
MARK A. PERRY, ESQ
Perry & Schone, P.A.
SO S.E. fourth Avenue
Delray Beach, FL 33483
lAKE WORTH DRAINACE DISTRICT L-23 CANAL
PARCEL EXCHANCE & CANAL AGREEMENT
THIS AGREEMENT executed this - day of , 1996, by and
between Boynton-JCP Associates, ltd., hereinafter referred to as NBJA', whose mailing
address Is 7655 Market Streel, Youngstown, OH 44513 and LAKE WORTH DRAINAGE
DISTRICT, a Special Taxing District of the State of Florida, whose mailing address is 13081
Military Trail, Delray Beach, Florida 33484, hereinafter referred to as "DISTRICT"; and
WHl:REAS, BJA is the owner of that certain property located in Palm Beach County,
hereinafter referred to as /ISlA PROPERTY", more particularly described in Exhibit /IAN
attached hereto and made a part hereof; and
WHEREAS, DISTRICT owns an 85' wide L-23 canal property hereinafter referred to
as the "EXISTING CANAL PROPERTY" abutting and contiguous to the BJA PROPERTY,
more particularly described in Exhibit .B" attached hereto and made a part hereof; and
WHEREAS, BJA has requested that the DISTRICT (I) convey fee simple ownership of
the EXISTING CANAL PROPERTY to BJA in exchange and consideration for conveyance
from BJA to the DISTRICT of the fee simple ownership of a new 85' wide canal property by
BJA, hereinafter referred to as the .NEW CANAL PROPERTY" and more particularly
described in Exhibit "C., and (ii) DISTRICT grant to BJA an easement for piping, paving,
parking, landscaping, lighting, utilities and irrigation over, under and upon the NEW
CANAL PROPERTY, as more particularly described in Exhibit "'0'".
NOW, THEREFORE, for Ten Dollars ($10.00) and other good and valuable
considerations, received by each party from the other, it is hereby agreed as follows:
1 . The facts above are true and correct.
1
2. The parties agree to the canal property exchange as described above.
3. Upon conveyance of the NEW CANAL PROPERTY by BJA to the DISTRICT,
the DISTRICT grants unto BJA a perpetual nonexclusive right, privilege and easement over
the NEW CANAL PROPERTY for the limited purpose of constructing, Installing, operating,
inspecting, maintaining, repairing and/or replacing a piped canal, its head walls as well as
other improvements, including pavement and Improvements thereon, including
landscaping. lighting, utilities and irrigation (the "OTHER IMPROVEMENTS") in, under, on,
over and through the Easement Property, in accordance with the plan5 prepared by Higgin~l '~,.,\
Engineering, Inc., dated November, 1995, Job No. 86-10.2, furnished to DISTRICT. ~
4. The DISTRICT'S lateral canal shall be relocated to the NEW CANA '
PROPERTY and shall be piped by BJA within one (1) year from the date of this Agreement,
subject to extensions as may be reasonably agreed to and granted by the DfSTRICT, in
accordance with the plans tilled Boynton Beach Mall LWDD Canal L-23 Relocation &
Enclosure Plan, as prepared by Higgins Engineering, Inc., dated November, 1995, Job No.
86-10.2, and as approved by the DISTRICT (3 sheets). Prior to commencing construction
BJA sr.all provide the DISTRICT with an acceptable performance and completion bond or
cash equal to 1 10 percent of BJA'S contract price.
5. BJA agrees to maintain, repair and replace the piped canal and pay all
expenses there involved so as to provide at all times the free flow of water through the
NEW CANAL PROPERTY and further to maintain and keep OTHER IMPROVEMENTS in a
good, safe, usable condition and in compliance with good engineering standards and do
and perform all acts of maintenance that the DISTRICT may reasonably require in writing.
In the event BlA fails to proceed with maintenance or repairs or otherwise fails to obtain
the DISTRICT'S approval of a schedule for repairs of the piped canal within 30 days of
receipt of written notice from the DISTRICT requiring maintenance or repairs be done, the
DISTRICT may, at its sole discretion, effectuate maintenance and repairs and the entire cost
thereof shall be payable by BJA within 10 days after rendering of a statement of the cost to
BlA. Furthp.r, thp DISTRICT shall have the right to reopen the canal, and any expenses
thereby reasonably incurred, including attomeys fees and court costs, shall become a lien
against the BJA PROPERTY, and shall be enforceable and collectible in accordance with
2
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the laws of the State of Florida. Upon payment by BJA or its successors or assigns of all
amounts due the DISTRICT for the expenses incurred by the DISTRICT, BJA may restore
the improvements on and over the NEW CANAL PROPERTY at BJA's sole cost and
expense. If BJA objects to this course of action by the DISTRICT, BJA may request to
appear at the next regular scheduled meeting of the Board of Supervisors of the DISTRICT
to request alternative action by the DISTRICT.
6. Effective upon the date BJA commences work on the canal relocation, BJA
shall insure the DISTRICT against any and all liabilities via a general liability insurance
policy in the sum of ONE MILLION DOLLARS ($1,000,000.00), listing lake Worth
Drainage District as an additional named insured. Such insurance policy shall be kept in
full force and effect during the term of this Agreement and the expenses of same shall be
borne by BJA or its successors and assigns. Proof of such coverage shall be delivered to the
DISTRICT within the 30 days period prior to the annual renewal date of the policy.
Further, if BJA allows said insurance policy to expire and BJA fails to cure this default
within 10 days after notice to BJA and to the City Manager of the City of Boynton Beach,
this Agreement may be terminated by the DISTRICT, resulting in a fee of THREE
HUNDRED AND 00/100 DOLLARS ($300.00) to have said Agreement reinstated. In the
event that this Agreement is terminated because the insurance policy has been allowed to
expire, and such termination results in BJA providing insufficient parking spaces under the
Code of Ordinances of the City of Boynton Beach (hereinafter, lithe Code") to occupy all of
the improvements within the Boynton Beach Mall, BJA, for itself and its successors and
assigns, acknowledges that the City of Boynton Beach (hereinafter, "the City"} may use all
enforcement provisions under the Code to bring operation of the Boynton Beach Mall into
compliance with the Code.
7. BJA agrees to indemnify and hold the DISTRICT harmless of and from any
and all liability which the DISTRICT mayor could sustain as a result of or emanating by
reason of the construction, installation, operation, inspection, maintenance, repair,
replacement or use of the NEW CANAL PROPERTY, the same including, but 110t limited to
damages or injury to the actual improvements, or to the public arising out of the public's
use thereof.
3
8. BIA shall pay to the DISTRICT, a one-time fee equal to $15.00 per lineal foot
of right-ot-way being utilized by said BlA, said lineal feet being 1,428.52 [$ 15.00 X
1,426.52 - $21.427.80 less $9,000.00 credit for the required improvements to Javert
Street - 512,427.80) This fee is due and payable at the time right-of-way documents are
exchanged between BJA and DISTRICT, and shall be non-refundable once paid. Further,
BlA shall be responsible for all associated DISTRICT permit fees and inspections fees,
9. This Agreement unless terminated due to a default of the terms and
conditions as provided herein, shall be perpetual and shall run with the property as an
appurtenance. The easement granted herein mended to be a nonexclusive easement in .
favor of BJA and shan inure only to the bene~, its successors and assigns. V~
10. BJA agrees to pay all reasonable expenses emanating out of and relating to
the preparation of this Agreement, which shall Include, but not limited to attorney,
recording, and administration fees.
11 . The parties hereby agree from time to time to execute and del iver such
further and other transfers, assignments, and documents and to do all matters and things
which may be convenient to more effectively and completely carry out the intentions of
the easement.
12. All notices required or allowed by this Agreement shall be delivered in
person or mailed by Certified Mai I - Return Receipt Requested, postage prepaid, to the
party upon whom such notice is to be given at the following addresses:
BJA:
BOYNTON-JCP ASSOCIATES, LTD.
Attn: General Counsel
7655 Market Street
Youngstown, OH 44513
CITY OF BOYNTON BEACH:
City Manager,
City of Boynton Beach
100 E. Boynton Beach Bou levard
Boynton Beach, FL 33425
lWOO:
William G. Winters
Lake Worth Drainage District
13081 MilitaryTrail
Delray Beach, FL 33484
4
Copy to:
Mark A. Perry, Esq.
Perry & Schone, P.A.
SO S.E. Fourth Avenue
Delray Beach, FL 33483
13. This Agreement may be amended by subsequent written amendment(s) executed by
BJA and the DISTRICT, provided, any amendment to the terms of this Agreement shall be
effective 20 days after the amendment has been delivered to the City. If the City delivers
to the DISTRICT written objection to the amendment within the 20 days after delivery of
the amendment, which objection shall state that the amendment materially affects
compliance by BJA (or its successors or assigns) under the Code, then the amendment shall
not be effective until the City tlas consented in writing to such amendment.
IN WITNESS WHEREOF, the parties have hereunto executed this Agreement the
day and year first above written.
WITNESSES:
LAKE WORTH DRAINAGE DISTRICT
A Special Taxing District
By:
John I. Whitworth, III, President
13081 Military Trail
Delray Beach, FL 33484
(1) WltnllSS Sltnatullt
Printed N lII"ne of Witness
Printed Name of Witness
Attest:
William G. Winters, Secretary
1 3081 Mi I itary Trail
Delray Beacn, FL 33484
(2) Witness Sl8nature
5
BOYNTON-JCP ASSOCIATES, LTD.
By: DeBartolo Realty Partnership, loP.
Managing General Partner
(11 Witne5$ 5isnlture
By:
DeBartolo Realty Corporation,
General Partner
Printed Name of Witneu
(21 Witne$$ Sisniture
By:
Sr. Vice President
Printed Name ofWllneu
PrinlCd Name
Attest:
Assistant Secretary
Prinled Name
POll Office Address
STATE OF FLORIDA
COUNTY Of PALM BEACH
I HEREBY CERTIFY tnat on this day, before me, an officer duly authorized in the State and County aforesaid
to take acknowledgments, personally appeared JOHN I. WHllWORTH, III, and WILLIAM G. WINTERS, the President
and Secretary respectively, of the lAKE WORTH DRAINAGE DISTRICT, both of whom acknowledged executing the
fore8oing instrument, and beth of whom are known to me, and did not take an oath.
WllNESS my hand and official5eal in the County and Stale last aforesaid this the _ day of
1996.
NOTARY PUBLIC
Printed Name of Notary
State of florid a
My Commission EKpires:
6
STATE OF
COUNTY OF
r HEREBY CERTIFY thaI on this day, before me, an officer duly ~uthorized in the State and County aforesaid
to talte acknowledgments, personally appeared, and
I the St. Vice-President and Assistant SecretaJY respectively,
of DeBartolo Realty Corporation, GelWral Partner of DeBartolo Realty Partnership, L.P., on behalf ot BOYNTON~JCP
ASSOCIATES, l TO., both of whom acknowledged eKecuting the foregoing instrument, and both of whom are known
to me or provided as identificalion; and
both of whom did/did not take an oat".
WITNESS my hand and offkialslJal in the County and State last aforesaid this the _ day of
1996.
NOTARY PUBLIC
Printed Name of Notary
State of
My Commission hpires:
\;,gr~rI1U'rnall4!1l2 ,12 ~
7
EXHIBIT "A" - 1 of 4
BOYNTON BEACH HALL
RII'l' PAReaL
80.407 ACRIS
A tract of land located in Section 1', Town.h1p 45 South, ~ange
43 Be.t, Co~nty of Palm Beach, Flo~14a and further d.ecrlbed as
follow.,
Beilnnlng at the louthea'~ corne~ of S.c~lon 1', T 45 S, R 43 ~J
thence N 00. 59' 39. W along th. ...t line of sald SectLon 19, a
d1.tane. of 1898.10 f..t to a point, ~h.nc. S 89. 00' 21- W, .
di.tlnce of 60.00 f.et to the p:lnclpal point and place of
beqiftn1ng of the followln9 d..cript1onl
Thence S es. 05' 26- w, a distance of B46.13 feet to e point;
th.enee S 43.32' 54" W, a di.tanee o~ 57.02 feet to " point;
thence S 00. '" 39- B, a distonce of 259.27 f..t to a point,
thence S 1'. 46' 44.2" 2, a dlstance of 199.60 feet to a poLnt;
thence S 00- S9' 39. I, a (Ustanee of 102.20 feet to a point,
th.nce 8 44. 46' 34- I, a <u..1:ance of 14.45 t..t to a point on
the n~r~h.J:'ly l1ne of Boynton "o.~ Road Iformerly Old Boynton
Road, J thenc. H 8'. .6' 3&1' tI, along I. d noX'~herly line, a
diltance of 101.03 f..t to a po1nt~ thenco N 00. 5" 39" W, a
distance of 146.55 feet to II point; thence N .5- 00' 00" w, .
di..tance of 214.15 f..t to a point.; thence N 45. 00' 00" I, II.
dl.tance of 130.95 f.et to a point; theneo H 45- 00' 00" W, a
distance of 383.00 t.et t.o & point, d\.nce S 45. 00' 00" "', a
dlstance of ".00 ~B8t to a point, thence due w..t, . di.t&n~. of
597.51 f..t to a point: thence S 45- 00' 00. w, a dietanee of
120.50 f..t. to a polnt: thence N 45. 00' OOtt W, << dietance of
31.50 feet ~o a point, thence S 45- 00' 00" W, . d.1.~.fte. of
341.59 f.et. t.~ .. poJ.ft~, t.henc. 14.58 feet alon; a curve t.o the'
left., havlnv a rad1u. of 256.00 f.et and . chord of 14.57 feet,
bearln9 S 43- 22' 07.2- B to a point; ,thence S .,. 00' 00. .B;"'a
die tance of 212. 13 feet ~o a point I thenee 25.00 f..t. alon9 &
~urv. to the left, havinq a :adiu8 of 331.00 feet and 4 chord of
24.99 f..e, bearinq S 47. 09' 49.5- E to a point; thence S 45-
00' 00" W, . dl.tan~e of 80.00 feet to a point' thenC9 S 00. 13'
2'- W, 6 di.t.nce of 76.34 feet to a poin~ on the northerly line
of Boyn\'.on We at. Road (formerly Old Boynton Road) J thence N 89-
46' 34" W; along .aid northerly line, & diet.nee of 384.27 feet
t.o the poltlt of intersection w1th t.he easterly l1ne of JAvert
Stre.t; thenee N 00 - 51' 51" W, along said easterly line, a
di~tanc. of 1228.05 feet to a point: thence S 87. 58' 21" W, a
dietance of 20.01 teet to a point; thence N 00' 51' 51" w, a
cii.stance of 8S.00 teGt to ... point; the.,ce N 87. 58' 21" E, a
diet.nee of 20.01 f..t to . point; thenclt N 00 - 51' 51llW I ,
dlstanc:. ot 1191.23 f..t to & point; thence N 88- 05' 26" S, a
Exhibit "AII
She.t 2 ot 4
.123
Boynton Beach Mall
- 2
diatance of 2171.99 feet to a point: thence S 00' 59' 39" E, a
distance of 472. 86 f..t ~o . point; thence N 88' 05' 26" E, 4
di=-tance of 328. 87 t..t to Cl point on the ",..t.erly lino of
Congre.s Avenue; thence S 00' 59' 39. !, .10nq so.id westerly
line, a distance of 130.01 feet to a point; thence N 46' 27' 06"
W, a distance of 56.11 teet to a point: thence S 8S- 0"26- W, a
di.tance of 430.00 f.et t.o a point; thence S 00' 59' 39" E, a
distance of 509.99 feet to a point; thence N 9S' 05' 26" I, a
cUatence ,of 430.00 f..t t.o . point; thence N 43' 32' 54" E, a
c1,1.stance ot ~7. P2 teet to a point on the w..teJ:'ly line of
Con91:... AV4!!nueJ' 'thence S 00' 59' 39~ !, along ,aid wetterly
line, a diltance ot 170.01 feet to . point, thence N 46' 27' 06"
W, a distance of 5&.11 feet to a point; thence S 88' 05' 26- H, a
distance of 108. 00 feet ~o . poln~; thence S 00. S,' 39" E, a
dl.tance of 230.00 fHt to a poin~: th.n(!. N 8S- 05' 26" I, 11
diet.nee of 3'0.00 f..t to a point' thence S 00' 59' 39" E, II
distance of 150.00 teet to a po1nt; thence S 88' 05' 26" W, a
dietant;e Qf 340. 00 feet to a point; t.henc.' S 00. S9' 39 ,- E, a
di.tance of 229.99 teet to a point, thence N 8S. OS' 26 II 'S, II
di8tance of 608.00 feat to a point; thence N 43' 32' 54" B, .
cli.t.nee ot 5'.02 f..t to a point on the westerly line of
ConClrea8 Avenue: thence S 00. 5SP 39" B, alonq said w..terly
line, a dietance of 130.01 feet to the pr1nc1pal polnt and place
of beglnn1ng, but less and exc.pt the following 3 pargel.a
pa~~.l IJl · (A..oclated Slte)
A tract o~ land located in SeetLon. 19, Town.hip 4S Sou~h, Rang-
43 Bait, County of Palm B.ach., F1oJ:ida and fQ~th.1' c:1eBcrlbect as
fo1lo."aa
Beginning at: the Soutbea.t corno~ ot Section 19, ':45S, R43!,
~henc. N 00' 59' 3'. W .10n9 the B.at line of ..1d lec~ion 19, .
di.t.nc. of 1,263.20 fe.t ~o . point; thence N 8'. 4&' 3.. W, .
d18'tance o~ 60.01 fest l" t.he 1nte:r:..ction of the W..terly
riqnt-cf-way 11~e of Con9r..s Avenue with the Northerly
~19ht..of-way line of Boynton Welt Road (formerly Old Boynton
Road); thence N e~. 46' 34" W along the said NOJ:'Chelily
ri9ht.-of..way line cf Boynton ~e8t !toad, il distance of 2,175.'25
feet to a polnt7 thence 164.62 f.et alonQ a curve to the right,
84id c\u:v. being the centerline of Mall Bntral'lC:. "A", having II
radius of 210.6' feet, and a chord of 160.46 leet, bearing N 22'
36' 4J" 2, to a point, .aid poin~ being the Lneer..ctlon of tha
centerline of Ent1;'ance "A" and the center-lin. of t.he M.sll
peripheral road, thence N 45- 00' 00. H, along ,aid centerline of
the Mall peripheral road, a distance of 19S.86 f..t. to 4 point;
thence continuing along- saJ.d. pe~1ph.ral road centerline, 214.15
feet along " curve to the r!;ht, having a radius of 278.00 fe8t
.and a chord of 208.1' feet, t).arln; N 22. 55' 55" M to a po1nt.,
t.hence continuing along said p.r~ph.ral road centerline, N 00.
51' 51- W, . diatanc. of 562.94 feet to a point, t.hence N 8~' 08'
Bxhibit "A"
Sh.et 3 of .
.123
Boynton Beach Mall
- J
09- B, a diatance of 17.50 teet to the principal point and place
of beglnnlnw of the followinq deacrip1:!on.
Thence due Eas~, 4 distance of 453.7~ feet to a point, thence due
South, a dietance ot 52.50 feet to . point.; t.hence due Bait, a
d1stonce ot 102.74 teet. to a PQlnt1 thence dUB South a dlstance
of 272.00 fe.t to & point; thence due West, e dlAt~nCA of 82.84
feet to . point; thence S 45. 00' 00. W, . distance of ,206.53
feet to a point, thence N 45' 00' 00. W, a distance of 30.50 feet
to a polnt.; ~henc. S 4~- 00' OO~ W, a di.tance of 356.00 t..t to
. point; thence 151.89 feet along a curve to the right, havinq a
~.dlu. of 256.00 f.e~ and. chora of 149.&8 teet, bearing N 17'
51' 43.4" W to a point.; t.h.nc:. If 00. 51' 51- tI, a ailtance of
SSe.30 f..t too th. pl:lru:lpal point and place of beqlnnin9 and
conta1nlng 6.12 acr.. of land, more or 1....
tI.Q~l IV - (Maaf Site)
A tract of land. located in Section 19, TownshIp 45 South, Rang_
43 I..~, county of Palm Beach, florid. ana furth.~ descr:1bt1d ..
follow't
Beginnin.g at the Southeast: Corner of Section 1', ':45S, R43B,
thence N 00' 59' 39u W &1049 the laat line of .aid Sec~ion 19, a
dietance of 2643.10 feet to a point 1 Thence 5 8" 00' 21" tf, .
diltance of 60.00 feet to II point. on the we.terly z:i9ht-of..way
line of congre.8 Avenue 1 'lhence S 88' 05' 26. w, alonq the
centerline of Mall 2nt#anc. Road wO-, a di.~.nce of 850.00 feet
to a point, .aid point beLng the inter.ect.ion of t.he centerline
of Mall Entrance Road -D" and the centerline of the Mall
peripheral Roact, 'J'h.enc:e S 00 · '9' 3'. B, olong the . aiel
centerline of the Mall perlpher.l Road, a d1.tanc. of 189.01 feet
to a point, thenQe S 8'. 00' 21- W, . diet.no. ol 22.00 feet to
the principal point end place of beginnin9 of the followlnq
d..crlpt.lona
Thence due Welt, a dlatance of 159.01 f..~ to II poLnt; Thenoe due
Nort.h, a d.f..tan<:. of 61.00 feet to a poi.ntJ Thence due wes~, G
distance of 268.00 teet ~o a point; Thance due North, a distanee
of 320.00 f..t to a point, Thence N 61' 04' lZ.5~ W, a distanee
of 177.10 f..t to a point; Thence dUB North, a di8tanee of 25.00
f.et to e point; Thene. due West, a d13tance of 34.00 fee~ to a
pointl Thence d~. South, . eli.stance of 12.50 feet to a point:
Thence due West, . distance of 39.92 feet to a poin~1 Thence due
Nort.h, a distance of 255.00 feet to a point., Thence due I.'t a
distance ot 74.92 feet ~o a point; ~h.nce due North, a di.tance
of 72.50 feet to II point I Thence due Eaet, a cu..tance of 39.00
feet to a point; thence due Nor~h, . ul.tane. of 41.59 feet to a
point.; Thenee due !..~, . cu.scanc. of 47.41 feet t.o A point;
Thence N 45. 00' 00" E, a di.~.nce of 410.00 feet to a point;
Tnence S 45. 00' 00" I, . diltanc. of 164.12 feet to a point;
Thenoe 215.82 f..t a10n9 a curve to the ri~ht, having a radius of
...
Exh1bit "A"
Sheet 4 of 4
'123
Boynton Beach Hall
.. .
281.00 fe9t and a chord of 210.56 f..t, bearing S 22- 59' 49.5" !
~o a polntJ Thence S 00. 59' 39" a, a distance of 828.43 teet to
the pt:.lnc:ipal poInt. and plac:. of beczinninq and c:ontainlng 11.64
ae~.. of land, mar. or lea..
~.~85-F~. Canal Ri~t-9t-Wav ~are.l
A pareel of land lying in S.c~1on 19, Town.hip 45 South, Ran9$ 43
East, Palm Beach COWlty, FloridA, ..,lei pareel bein9 en is foo~
c4"al riqht of way, the centerline of which bein; more
particularly d..cr1b.a .. folloW8z
Commence at the cent.er of ,aid S.e~iol'\ 19; N 8'. 58' 21" 8.,
(aslum.d) along the ..,t west quarter section line of said
Section 19,.. diet.ance of 20 f.et, thence $ 00. 51' 51" S,
parallel t.o ~h. rlurth south quar~.r ..ctlan lJ.ne of sald Section
19, a diat.ne. of 7.5 fee't to the poln~ of beqlnnlnq of the
c:enterlin. of an 85 foot canal xi9ht of 'Way, to be herein
descrlbed; thenee N 87' 58' 21- I, pe..rallel to the ea.t west
quarter e.ction line of said Section 19, a diltance of 71. 48
f.et ~ to a polnt of curvature of a curve concave to the
northwest, th.ence no~eh~..t.rly elonq th. arc of' .aid. curve
havlng a radius of lO~.50 feet and & central an91e of 90. 00' 00"
a d1.tanco of 161.01 f..t ~o the point of ~.ng.ncy of ..id curVGJ
then~. N OZ- 01' 39. W, . distance of 23.67 teet to the polnt of
curvature ot a curve conc:.v. to the east; t.hence north...terly
along the are of said curve heving a radius ot 282.50 feet and a
central anqle of 32. 07' 05., . dlstanee of 159.36 f..t to a
point of rever.e curvatuxe of a curve concave to the w..t; thence
nor'thwesterly along t.he &J:C of ..id C:\lJ:Ve having a radiu8 of
277.50 f..t and a c.n~J:al an91e of 42- 00' 00", Cl dLetance of
203.43 feet. ~o the point of t.ngency fo~ .aid cu~., thence N 11.
54' J4~ W, a distance of 70.0 feet to en. po1nt of eu~atu~. of a
curve concave to tne ..at; thence north...terly alon; the arc of
.ald curvo havinv . ~.diu. of 367.50 f..~ and a central an91e of
52- 00' 00. << distance of 333.53 fe.t to a point of revers. curve
of a curve concaVe ~o the w.st, thence northerly along the arc of
~a!d curve havln9 4 radlus of 377.50 teet and a central an91e,of
40' 00' 00., a distance of 263.54 teet to the point of tangenc:y
of said curve, thence N 00. 05' 26M E, a distance of 143.51 feet
to the point of endine;; of said centerline of an 8S foot canal:
right of ~.y. Conta1nin9 2.781 .c~.., mo~. or les8.
Lea~ing a total net acreaq8 for the R!IT parcel or 80.407 acre.
of land, more or 1.8..
.110
6/19/87
aD. DWO
678 P-2
a.v. 7/6/"
Sxh1blt nB" .
IXlltin. C&oal Proger
BOYNTON IDCH
DESCRIPTION or 'ftQJ CINnaLINB
Qf AI! 1Ir rocn CAIW- RIQII 0lJ!AI
A .al:o_1 01 land lyill9' in S.c-tioQ 19, ~own.bip 4S .OU~. RIIDCJ' 43
...t, >>.1. a..eh CO\ID~~, florida, .ale1 pa~c:.l b.incJ &l\ IS toot
canal r1~ht of .ay, the c:enterlln. of Which belnq more
par~lcular1y d..cl:ibed .. fOllow.,
Coawenc. at the center ot ..1d S.ction, 19, N .,. 58' 21" I..
(...waed) alonq 'the. ..at ..at quetel' ..ct1on line of ..1d
s.ction, 1', . cU..tazu:e of 20 fe'~J ~b_c:. I '00. 51' 51n E.
parall.l to the fto~th .ou~b qu.~t.~ ..etion ~iD. o~ ..1d Sec~lon
19, . c1t.tanc:. of 7.1 f.., to the point ot 1Htglnlliq of the
centerlin. ot an 85 foot canal ri,ht of _ vay, to b.. here1n
cl..c:r1becl; thence If 87. 58' 21" E, p.~.llel ~o ,1dl. ..I~ w..~
q\laneZ' ..ction l!n. ot ..1d Sectioll 19, . 41.tance ot 71.48
t.et, to a point ot c:uZ'Vatur. of a curve conc:ave to the
nOl'thv.'1;J t.bmce nOl'th...terly a1.cm, the are ot .ale1. ~\l~V.
h..1n9 a 1'.41\&8 of 102.$0 f..t ane! a ceat...l m,l. of to., 00' COif
. 41.tanc. of 161.01 feet to the pOint ot ~1ft;.Qcy of .ajd cu~ve,
~.nQ' If 02. 01' 39- W, a 4i.tua. of 23.67 f.et to the point of
curva1:~. ot . cuv. coaeave 1:0 tile ...~l 't.2aenc. ftOl'th...terly
a10ftV ~. .~. .f .&ld cuzve ~v1nt . ~ldlu. .f 2'2.50.t~~~.and a
central U\lJle of 320 01'. OS., a ell.taco of "'158.31;, '0.1: ',~O a
point of rever.. cu:rvatw:. of . curle cOllcavo to the v..t; 'thence
Dortbw..'eZ'ly alon, ~. cc of ..id CUI'V. bav:f.n9 a r.cliu. of
277.50 t..t aDd . central &n91e 01 42., 00' 00", a cl1.tance' ot
203.42 fe.t to ~he point of tangency for .aid curve; tbence N 110
Sol' 34" W, . 4i.tanc. ct 70.0 !..tto the point af e\l"a~\lZ'e of .
GUrv. concav. to ~e .."; ~ene. Do~thea.t.~ly aloll9 the arc ot
..lel cune hav1D9 . ~adiu. 01 361.50 le.t &Del . e.n~~.lanwl. of
52- 00. 00" . d1.~acc. of 333.53 t..t to a polft~ 0' rev.,.. curve
of . curv. concave to the w..t; ~h.nc. Dol"'th.~ly .10nq ~. al"c of
..14 curv. havinv . ~.d1u. at 377.50 ~..t aa4 a e.ftt~.l &n91. of
400 00' 00.. a d1.tanc. of 263.54 f..t to th. point of ~ani.ncy
of laid curveJ thence B CO. 05' 2'" I, . dl.tane. of 143.51 t..~
to ~b. point of en4i.ft9 of ..1cl Gent'Z'llne of an .5 f..t canal
1:'1,h' ot va,.
("71-"01)
'15'
1-24-"
Ref. 'Dwg. 2
Rev. 2"1'''9~
IXblblt "C"
Ne. CaGal Prop.~c1.
BOYNTON BRACH MALL
IS-PT. WIDE L.W.O.D. eAKAL L-23 R/W
2.75' AeRIe
A parcel of land lying in Section 19, Town.hip 45 South, Range 43
S..~, Palm a..ch County, Flo~id., being mo~. pArticularly do.cribe~
.. follow., ~
Commencin9 at th. cent.r ot ..14 Section 19; ehence N 87. 51' al-
E Ca..~d) along the Ba.~ Neat V Section 1in.' of, ..14 S.ecton 1'.
a cu..t:uce of 20.00 feet to the principal poin~ .nel place of
bagintsing of the following d...criptlon: .
Thence K 000 51' 51* W . distance of 35.00'fee~ eo . point; thence
N 8'. 5" 21M E & di.tanc8 oe 55.6S feet to . pointl thence H 25-
14' 17- E . dieeanee of 362." f..t to the point; thence N 00. 53'
26- N a distance of 362.9. f.et co a pointl thence N 32- 13' 52" I
a dietance of 315.12 fe.t to . point, thanc. N 00.,01' 37", B .
cS1.tallc. of 214..' f.et to . poine; ~beftc., N I'. 05. 2'~.. ~,,~...
dieeallae', of .85.05 f..t to & paille, thence S 00. 01', 2'7,- ':' w~~,.
diet.nc. ot 272.0' feet to a pointr thenc. S 32- 13' 52- 'W .:.
d.1.eanc. of 314. JI f..t:. to a point:.: thence 8 00. 13' 21" B .
diet.nee of J57. 40 fe.~ to '. point:; thence S 25. 14' 1'. W'~
cli..~anc. of 434.20 f..t to 4l poine, thence S 87. 58' 21" W ..
di.t-.nee nf 109.11 e..t to 6 point; thence N 00. 51' 51- w .
dlstance of 5Q.00 feet to the paint of beginning.
Containing 2.759 .c~.. of lan4 more or 1....
%e City of
$oynton 'Beach
100 'E_ 'Boynton 'Bead.. 'Boukvartf
P.O. 'Boi(310
'Boynton 'Bead.., fiorUfa. 33425-0310
City:Jla[[: (407) 375-6()()()
:TJU: (407) 375-6090
r
June 19, 1996
Cormac C. Conahan
Hodgson, Russ, Andrews, Woods & Goodyear
2000 Glades Road, Suite 400
Boca Raton, Florida 33431-7386
Re: Boynton Beach Mall, Department Store "F"
File No: NWSP 96-001
Location:801 North Congress Avenue
Dear Mr. Conahan,
Enclosed is the City of Boynton Beach Development Order regarding
the above captioned, for relief sought to amend the previously
approved site plan.
Should you have any questions concerning this matter, please feel
free to contact this office at (561) 375-6260.
Sinc~ly, ~/
-J#-"t'J;./u- 9;u<jci&j
Tambri J. Heyden i
Planning and Zoning Director
TJH:dar
Enclosures
xc: Rod Vosper, Senior Project Manager
Central File
a:develord,ltr
5tmericas (jateway to tlie (julfstream
Rev ,BY:
5-21-96 2:59PM ;JOSIAS & GORE~ P. ~~
Boynton Bch tax:# 2
~
:HODGSON RUSS
ANDREWS
WOODS &:
GOODYEARm
ATTn.,UY\ iT IIW
C.C. CllIUhu. P,A.
P:lr-JlCI'
2000 Glades Road
SUIte -40;)
Bo.:.. Ro'on. FL :)3<1:) 1
401-39-4-0500 IlOCA.RATON
-407-7JC-2177 IAI..I er.~"
lfl"i.7/\1I.1.1I0 RllnIIfj nn
pAlo(, .fU3-1,l'-1~I)..1
A /lI(JIo/
Boca RLlIDII
D..g;J..
Nail York
n...,)..,.Kl
Mi.nim...",..
/'1Lr_u J
May 15, 1996
VIA TELECOPY
(305) 771-4923
Michael Pawelczyk, Esq.
Josias & Goren, P.A.
3099 E. commercial BOUlevard
Suite 200
Ft. Lauderdale, FL 33308
Dear Mike:
RE: Boynton Beach Mall - LWDD Parcel Exchange & Canal
Aax~em~nL ~roPus~d r~vised lanauaqe
Than)!; you for giving me your commenes to -t:.hc l":Jt d~utt
of the LWDD Agreement.
Pursuant to our discussions I propose the following
additions to the A9reements
nod to tho ond of D~r~gr~ph , oE ~ho Aryroomont.
In the event tha.t thia Agreement is t.erminated
h~c~use th@ insurance policy ha5 been allowpS,l rrL
expire, and such termination results in BJA
provJ.ding inou:!ticien'e pArking spaces undcl:' t.bc
CoOe 01' OJ."Oinances Or 1;J1e City ot Boynton Beach
(hereinafter, "the Code") to occupy all of the
imprnvpmpnt~ within thp Rny~tnn ApRnh MRll. R~A,
for itself and its successors and assigns,
acknowledges that the City of Boynton Beach
(hereinafter, -the City") may use all enforcement
p.ovi~iong under the Code to brinv operatiQn of the
Boynton B~ach Ma11 into ~nmpli~n~~ with thp ~n~p.
2. Add a new Paragraph 13:
13. Thio ^grcomcn~ may be amended by subsequent
written amendment(s) executed by BJA and the
DISTRICT, provided, any allu;mdment to the terms of
this Agreement shall be effective 10 days after the
am~ndment has been delivered to the Ci ty . I f the
A ~~*rwI LiHtiuoJ L...bility lhm-.),i/11nd..Jirrll Pmf-n_l ~,;..~~
Rev BY;
; 5-21-96 ; 3:00PM ;JOSIAS & GORE~ p, ~~
BoyntQn Bch tax;# 3
HODGSON RUSS ANDREWS WOODS ,& GOODYEARlI,p
Cl~y J~llv~~b Lv Lh~ DISTRIC~ w~~LL.~ ~b;.~Li~~ t~
the amendment within the 10 days after delivery of
Lb~ ~\'II~:l'!dill~l\L, whieh o~~eet.ion !51'u~11 st.a'te t.hat. 'the
amendment materially affects compliance by BJA (or
its 8ucce~5or5 or a55i~n5) under the Code_ then the
amendment shall no~ be erfective until the City has
consented in writing to such amendment.
?lPRRP fPvipw th~~~ nrnnn~ftn r.hnnQ~R. Tt tnftV mft~' W.~n
your approval, z w111 reques~ Mark perry inciude these cnanges 10
the final agreement.
Thank you for your prompt assistance.
Ve~Y?U1Y YO;}j'
~ f tv--
Cormac C. Conahan
60471
-':reQlure
'co~t
regional
planniog
council
~\[D) " r~) F: 11 ~1 lli rm
~ ~ C'J ~ " .. .I~
j l ~~:~j
bill!!!'lG DEPT.
N--""',-.o''''''''''-
July 5, 1996
CITY
~.
1'7)
yiv> . .0fJ--
1Df0' ~I
~ 1/101'1""
Mr. Thomas A. Marsicano
Vice Resident
Greiner, Inc.
7650 West Courtney Campbell Causeway
Tampa, Florida 33607-1462
Subject: Boynton Beach Mall Littoral Zone Planting Plan
~
Dear~
Council has reviewed the proposed littoral zone planting plan for the Boynton Beach Mall
Development of Regional Impact. Council believed the plan to be consistent with the intent of
the development order, however issues raised by the South Florida Water Management
District (SFWMD) needed to be resolved before Council could approve the plan. Based on
the letter from the SFWMD dated June 21, 1996, Council believes the plan, with the
modifications submitted on June 19, 1996 to the SFWMD, is consistent with the intent of the
development order and approves the plan as modified.
Please call me if you have any questions.
~incerely,
/)1/(./'---
Michael J. Busha, AICP
Executive Director
/' -
-. ~l ~,i
~ --~~ ~,
/~ 9' p;t: /
~~~
r....:-
MJB:jts
cc: Denny Green, TCRPC Chairman
Tambri Heyden, City of Boynton Beach
Jim Golden, SFWMD
Tom Beck, DCA
3228 s.w. martin downs blvd.
sune 205 . p.o. box 1529
palm city, florlda 34990
phone (407) 221-4060
sc 269-4060 fax (407) 221-4067
<T1ie Ci t::y of
~oynt:on "Bea.. /..
@
2"t:a.nnin,g <? ::..:.....,." 'rDepan_*
.I. 00 'z:. ':BoyruDn 'S,,~1i ~__
'li'.O. -Bo"C,J.lO
':Boynton 'B#!Q&./i. !.T~ JJ42S-4JJO
(407)375-62&0, FAX,(407)375-6090
Ztr'~
~.=EiIl""""'-'-~-:JII!!IiIo.. 'T"""
C::~ .......JI::C,.
::::E:..=-=~~"W:P
DATE.
Jt..U.-:'._ 25. 1996
FAX Nm<<BER TRANSM%'1"r%NG 'rOo
~ 758-3598
NUMBER OF PAGES BE%NG TRANS~.
(Inc~~d~~~ Caver Latter)
2
oro.
aad. Vo.p.r
DaSarto1o F'rope'r't:1_8u Man._a_m..of:. :t.n.e.
!!"ROM.
M::Lk._ H__a
Curr.n~ P1ann~na Coord~nator
RE:
Zon~ns Ver~f~eat~on Letter ret Boynton Beaeh Ma11
sen.t By.
\.~ ~-"""'Lc\.\.o..../
C It F-"'X. JM
~qrru",.u:a:S qate~ to tfie t;juifstreeun
TRANSMISSION
REPORT
THIS DOCUMENT
WAS SENT
(REDUCED
SAMPLE
ABOVE)
**
#
COUNT **
2
*** SEND ***
! NO ~REMOTE STATION I. D. START TIME DURATION #PAGES COMMENT
i 1 i DEBARTOLO HQTS. 6-25-96 9:32AM 0'58" 2
TOTAL
0:00'58"
2
XEROX TELECOPIER 7020
-LreQlure
co~t
regional
planniog
council
June 24, 1996
~ ~@~nw~ rn
i~
u JlJi 2 6 1993
PLANNING AND
ZONING DEPT.
fYr--
-+ err; ~
Mr. Thomas A. Marsicano
Vice Resident
Greiner, Inc.
7650 West Courtney Campbell Causeway
Tampa, Florida 33607-1462
Subject: Boynton Beach Mall Littoral Zone Planting Plan
Dear Mr. Marsicano:
Council received the proposed littoral zone planting plan for the Boynton Beach Mall
Development of Regional Impact. As required by development order condition 6B, the plan
includes: 1) a plan review, 2) a cross section, 3) planting methods, and 4) a discussion of
monitoring and maintenance procedures which Council is to review and approve in
consultation with the City of Boynton Beach and the South Florida Water Management
District (SFWMD). The plan appears to be consistent with the intent of the development
order; however, issues raised by the SFWMD should be resolved before Council approves the
plan.
Please call me if you have any questions.
Sincerely,
~-t:k
Michael 1. Busha, AICP
Executive Director
MJB:jts
cc: Denny Green, TCRPC Chairman
Tambri Heyden, City of Boynton Beach
Jim Golden, SFWMD
Tom Beck, DCA
3228 s.w. martin downs blvd.
suite 205 . p.o. box 1529
palm city, florida 34990
phone (407) 221-4060
sc 269-4060 fax (407) 221-4067
South Florida W"ater Management District
3301 Gun Club Road, West Palm Beach, Florida 33406. (407) 686-8800. FL W -432-2045
LAN 01 iOO ~ ~ : ; : ~ rn
June 21, 1996
PLANNING AND
ONING DEft
Mr. Thomas A Marsicano
Vice President
Greiner, Inc.
7650 Courtney Campbell Causeway
Tampa, FL 33607
~
Dear M.. M.u3ictH'Ie:
//---"---'-'--'-~-~
Subject: ~~ach Mal!fiubstantial Deviation, DRI No. 88-289
Littoral Zone Planting Plan
qJ~
AJ wi;'P fil
South Florida Water Management District (SFWMD) staff have reviewed the
modifications to the proposed littoral zone planting plan for the above-referenced
project (submitted on June 19, 1996 in follow up to the comments in our June 7,
1996 letter).
Review of the revised littoral zone planting plan indicates that the comments in our
June 7, 1996 letter have been addressed. Consequently, the SFWMD has no
objections to final approval of the proposed littoral zone planting plan.
If I can be of further assistance, please do not hesitate to contact me at (561) 687-
6862.
Sincerely,
~
James J. Golden, AICP
Senior Planner
Regulation Department
Ijjg
c: Jim Snyder, TCRPC
Tambri Heyden, City of Boynton Beach
Governing Board:
Valerie Boyd, Chairman
Frank Williamson, Jr., Vice Chairman
William E, Graham
William Hammond
Betsy Krant
Richard A, Machek
Eugene K, Pettis
Nathaniel p, Reed
Miriam Singer
Samuel E, Poole III, Executive Director
Michael Slayton, Deputy Executive Director
Mailing Address: p.o, Box 24680, West Palm Beach, FL 33416-4680
,,,,
%e City of
r.Boynton 'ReacF!
100 'E. 'Boynton 'Beam 1Jouu:vara
P.O. 'B~3l0
'Boynton 'Beam, 11mi4a 33425-0310
City:Hall: (407) 375-6000
:F5fX: (407) 3754J90
June 20, 1996
DeBartolo Properties Management, Inc.
Legal Department
7655 Market Street
Youngstown, Ohio 44512
Re: Boynton Beach Mall
Attn: John A. Albright
Dear Mr. Albright:
Please be advised that the property located at 801 N. Congress
Avenue also known as Boynton Beach Mall is currently zoned C-3,
Community Commercial District, according to the official zoning map
for, the City of Boynton Beach.
Also, please be advised that said property meets current zoning
requirements of the City code related to C-3 zoning district
pertaining to uses, parking, and building and site regulations.
If you have any questions, please do not hesitate to contact our
office at (561) 375-6260.
Very~uly yours, ,
~l1'L,d/?-L - Q ~~L-Lz''1L /
'./' .J
Tambri J. Heyden -
Planning and Zoning Director
TJH:bme
c:zoning,mal
~merU;a s (jateway to tlie (julfstream
~
ATTORNEYS AT LAW
2000 Glades Road
Suite 400
Boca Raton, FL 33431
407-394-0500 BOCA RATON
407-736,2177 PALM BEACH
305-764-2440 BROWARD
FAX: 305-427-4303
Albany
Boca Raton
Buffalo
New York
Rochester
Mississauga
(foronto)
HODGSON RUSS
ANDREWS
WOODS &
GOODYEARLLP
May 21, 1996
Mayor and City Commission
City of Boynton Beach
100 E. Boynton Beach Boulevard
Boynton Beach, Florida 33425
Dear Mayor and City Commissioners:
RE: Boynton Beach Mall, Department Store F-MSPM 96-001
Major Site Plan Modification
We have reviewed the conditions with Kevin Hallahan
proposed for the Site Plan Modification and request the
consolidation and clarification of Condition 17, paragraph 1 of
Condition 19 and Condition 24 and replace them with the following
Condition:
As part of the Tree Management Plan the
applicant shall confirm the quantity of
presently living slash pine trees within the
Pine Preserve Area to the satisfaction of the
City Forester. All presently living slash
pines that, in the judgment of the City
Forester, cannot be reasonably saved in
conjunction with the removal of exotics from
the Pine Preserve Area shall be replaced on a
one-to-one basis with new 8 to 10 foot tall
slash pines.
If this change is made to the Site Plan Conditions, the
applicant will accept the other conditions relating to the Pine
Preserve Area. We have had other discussions with City Staff today
and we will address other issues raised with Staff at the
Commission meeting tonight.
vet! :?L
Cormac C. Conahan
61091
A Registered Limited Liability Partnership Including Professional Associations
MAY.21-98 rUE 17: 30 "ODGSON RUSS
HODGS~, RUSS.
FAX NO, 9544274303
iNDREWS, WOODS & GOOD
P,01
AR
(A PARTNEHSHIP INCLUCING PRO~'SSIONAl. ASSOCIATIONSI
1 coo 000 M & T Pltl;r;p
~l.IffllJO, NY 14Z0;;S-Z;381
(11G} 856-4000
Fax: One M&T Plaza (716) 849.0349
tax: Guaranty Bldg. (716) 852.5185
AT"fOflN!;;VS AT LAW
2000 Glade:. Rood
Suite 400
Boca Raton. Florida 33431
(56 JJ 394-0500
Fax: (954) 427-4303
Three City Sq\Jl1ro
Albany, New York 12207
151S) 465-2333
Fa~; 15181 465-1567
400 East AlIonl.lCl
RochO$Wr Now York 14607
11161454-6950
Fax; (71 6) 454.4698
3 Robort Spock Parkway. Suitt 880
Mississauga, Ontario l4Z 2G5
[9051 566-5061
fax; (905) 566-2049
Plel1se Deliver thIs Transm!sslon to:
-
6 ~ NAME ORGANrZA TION FAX NUMBER TIME
~1 (MA;L-PYu~, ~".t-dJ.,~ \, -.----- ] "Ii 7 '}-/:L-
I U
I
"
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c?,' (! b1/lOJ-~hc..~,,---
6' - /)1 - Cj ?J
~:;;tlt.iJJ ~",j ~~, -,t..,[r~
~~dllJ. ~,(.,~ ii.-l , ----
,
File Number:
I) /!z.)~~ .3, ~)
Date:
Total No. 01 Pages Including cov..::r Page;
'-j
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Message;
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privileged communication. the erron!lOUS marking of this: paragrapn 2 i$l not intended to be a Wail/Of of lhe privilege. Moreover.
this transmlssion is intended for the dellii]natnd addressee only, If yeu ;ne not the intcmdod recipient. please I::ont;lot !,II;
immediately and refrain from disclosillQ or using t11l! enclosed information in ,my wny, Ul1d~f ollflai" ci,eums;hnce~ improper
disclosure or use of tile information might create a basis for a claim of d;amiJ</e$ :;Ispinst you, ov~n if lho COlltent~ lire not
technically confidential. Th;]nk you for your aUention to tl1is messace.
if you have received this transmission in error. oleasc notify us by telephone at t4Q71394.0500 immediatelv so we can arrange
for the return of the documents to us at no cost to you.
IN THE EVENT OF MISSING PAGES OR OTHER PROBLEMS WITH HilS TRANSMISSION, PLEASE CALL: (401) 394-0500
Rev BY:
5-21-96 2:56PM :JOSIAS & GOREN, P. A, ~
BO)'II-'"' Bch fax:# 1
DATE:
JOSIAS, GOREN, CHER01", DOODY ~ EZROTl,
3099 East commerc1a~ Boulevard
iluieo :100
Fore Lauder4ale, P1o~i~& 3"08
(954) 771-4500
FiH1f1imil A Nn. (~54) 77l-U\13
May 21, 1996
" ~
\ \ ~
P.~~
uk!
Ir~ ~ M:Y: : ~ffi ill
PLANNING A!D
ZONING DEn.
RECIPIENTS FAX NO.
407 375-6090
TO: Tambri Heyden, Planninq and Zoninq Director
FROM; MichaeL J. pawelczyx, Assistant City Attorney
This transmission contains 3 pags(s) inoludinq thig cover.
FILE NO: 900182
FILE RiFER1i:NCE:
GQnAr~l Matter - Boynton Beach Mall/Lake Worth
Drainage District Agreement
COMMENTS! Attllched hereto is a letter from Mac conanan dated
~il.g;/OC;, al".;] ~o;:.LL.i.lI~ INLLb t.h~ (.J.t"oposec1 cnanges 1:.0 1:fte aqreement.
Tho only cha.nge I would reque:!tt ll::i t.hdt the city be given ~u days
notice in Paragraph 13 instead or only 10 days. If you have no
additional concerns regarding the agreement, please contact Mr.
Conahan regardtng th@ propo~ad change to 20 daYG notice.
Thank you.
The fnforllllltion cOhhined in this faclfoimil* l!IllMillJI!' and the *_1 foUaw,1'lCI oPe DHa.._v ppc\lH~.d uwl
Glln1h'lPnflfll infnm8tlnn lntlllll'Wi nnltt fnn till.. Iln. ,,ji .... '1llllh'i-llu.l.1 .. u..l: ls ........J ..L....... ".1,0; ,..aJUI UI
'10;0 _0... I. .... "".. ....e...""""" ,...i..,hmL, }fQIoI lint l1er~by ~Ol:11IeCl tl1Bt ItlY dlSSCll1nation, distrfbutioo. or
copy of thfa c~ie&tfon i. strictly prahibitad, If yo~ ha..,. rQcelved thi. oommunfclltian ;n error, plaasa
immadiataly hOti~y us by telepkone and return the oriainal messag& to US .t the above Bddr~s via tha U.s.
Postal Service. thank you.
If any problems occur in recelvin9 this messaqe, pleas~ call this
V~~~U~ d~ \~~4} 11~-4bUU_ ~nanK you.
.~
rl)_ .1. ~
~~ {~ ~
Af &J 3> r rf-L-
v-
100 'E. 'Boynton 'Bud. 'Boufevart{
P.O. tJJOtt310
'Boynton tJJ~Ii, 'j"Corulis. 33425-0310
City 1fa1[: (4Q7) 375-6fJO()
1"jfX: (4Q7) 375-(;()9()
May 13, 1996
Cormac C. Conahan, Esq.
Hodgson, Russ, Andrews, Woods and Goodyear
2000 Glades Road, Suite 400
Boca Raton, Florida 33431-7386
Re: Boynton Beach Mall Department Store F
Property Location: 801 North Congress Avenue
File No. MSPM 96-001
Dear Ms. Janssen:
The attached package will be presented to the Planning and
Development Board on May 14, 1996 (see attached agenda) and then to
the City Commission May 21, 1996.
Permit plans shall be amended to comply with the final
determination of your request and additional comments may be
generated by staff following review for technical compliance of
permit documents that are required to be submitted for development
of the project.
For your convenience, attached is a list of documents required for
permit submittal.
An approval of the site plan by the City Commission shall be valid
for one (1) year, unless a building permit from the Building
Department is secured. If the applicant fails to secure a building
permit in that time, all previous approvals shall become null and
void.
Very truly yours,
~'/7C1/
,r~~:tA / .([
'M~ael E. Haag
P~~ning and Zoning Administrator
MEH:bme
attachments
xc: Central File
a: P&Dpkgltr ' MALL
YImeriaJ s (jateway to tfie (jut/stream
05/ 15 /96 ,,~,~ :~~"..... pa2...330 158 3598
DeBARTOLO HQTS,
~ 003/011
IIN1 1'1'
; 1-10-10 ; 4'11PM j
ioynton Beh f.~
'80"274803;' I
---
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MzJliYnl -' PtM\WI%HO N1D 101'3:110 DOW
sonnOH BSACB;' WRmA
NOVUBER 9; 19B2
tn 1983, when this is rav18wed .vain. Mr. LinkouS thou,gbt. 'th1s
.hau1~ he address84.
.
lafor. a mt.i.oll 111'611 made, IU'. Kaut1 wishelS. -to make " at.&t.SDeAt.
As Oha1nzn .1\'J- lenev. 11:'. MauU stated he wag a f1rm W1:L.iIlVlU..
01 '11. ~~.1l.n8i.V9 P:1.Q.. H8 vas a1.5IO a '~J.~ ~:u*".~ Dt po-
v1d1nq ~he a4equa~. raDi8 gf bgu.~Qg ~ig8. ~~ prov14m .~~.~1.
liLvil.R'l .m'9U'o=.b:lnt in all Ilocd. ghbo='hrX1ci 8 , aha . p",IH'~ t:.hfl
so-d 1."..UiAl ~ M:ipbOl:'hoau.
.
~. MauJ. !leved. t.e de!, ~he applicatiQll,; 118C1oDded l)y *'. H".ter.
~o 4ia~lieB.. '1'b8 !tloMon aarr:Led 7-0. anA the ioP'pL:l.catiolL was
,,~..!.&. .
. ~~ UD.lJI!:S'r
aGrJ'D1iSla lIe-=b Mall
fM.~6- 8.. Prel5,,17' fJeq.
8DYI1t022t .~, %Dc:. , .
Ill. W. acrae.r: 014 Boyn.1:on Rella stili Cgnqress AV'RUoe
Rel:l.ef frlXi re~1nmeni:s of article JCJ "puking
~u II. chQter 5, 8eeUen 5-141'. (It) 0: oriinllnce
182-8. wb1t:lI wou1<< reqUil'B d,aW"le atdp1nq o~
lIark1ng stalls, ~ section 5.1.1 un I WlS19 would
hqU1ra a oou~n" C!Uf'J:l atop !!or Bilgb park1~
.tall.
'Chai~ B.f1ler ~1I~l'iI,.4 the JIeU8,l'. t.bat. tobe matte I' lIef~. '=hem
""I 1& ~e8t :fer a. YU'1anf:e ~"m ~. .C"k~ Lob 0Ir0;,_.0. t:t'l.a
: Cli t.y ClJta.bl.UltIed ftd:l'lf ~. lie M~'" t:."'''' OI:dina1.'lCl. ~.fl1.11.re.
I,.naL. 1:.bct rlm1n1.nv QAd lIIigw.nW ae'" .....~ .._?-_b !tap
'9iid.IlUMo'I". , ~ 1:.!wil:l:' &a~i..i.Ro ... -!.iu.1. . t!hd.riuD bo~t- &AU
~h1.e v.. DG' ..I.uJ.W w' aD lutlhCC wken "bey teCCllluu:l4 epp!'4val
el a sit.. plan u4 a=avQ\leItt1y the mat;toe. QQe. em to t.he QI."y
couftail 101' !1t1al GOn.idera.tion.. Be just "s,abed to POi.Dt out
t:ha 41!t.artmce' .1lve' aD:J uj,4. .it _I d1ctate~ IY' t~e l'arJUuu
OHUlUCle.
CllI1~lIII.Il ~ .a14 t.bey nr. a4dreSIUIlQ .Um1~tinq ~h&ta
U~UJ .. CaDa2.Qu'K ~ 1mPOn-~ 1IJ...-..'tD at:. 't.ha ~ tbll
Q~"IU=' wa.4raJEt.IiiIIiJ. '.. .IJ.~' 08 1!Iouil viu "".Utl~:Lnv
c.:U,mil\.t1~ ellmllD'ta Son it. "ISilU ~'t haa 'J'Ot. toe be bu;U-t. The!'
bave 11.4 reeJM.'t8 pz'.t.w.- too toI'd.a (o~ea 1.a ....i.Sl:inq mllD). GnQ
1rI. IamB ..... C_lnaua' lip. n,". to_ Board. :l!CNJ1C Jot :S.."IlP!'lla't~aal
tog 4=r .cquca"a '.. .__..alll_ . He .au. t!.~ey "e~ 't&1klnq abOUtl a
lt~6 "." Mall u4 ..ut. clemelLu that. it ft. f,"u, voullS be 1.%1
Ww LIlt.erelt. o! f:.hB a~ padlel'. Il8 weU ala ~be lhopper-
ehair-.D. Rrie:' elmi:inua ., I.yin; tM 1U~ur 0% ~I- .:2,gull1o
lI~r1pJ.n" tel-PII' ~Q ;u... '" fOur cu. ~e:l.111y. 1~ eveqtrOllY
e1.. U.l1ca up ~~tveR ,the aOUaJ.8 au;1p1zg' t yo~ 1a_!.G)Sl::lC1'1 S dODl:'
proJeCJt. LtallBl
Avent;
OWllcr :
%'0 oat iClD 1
:0. aeZ'1pt1eln
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liNT BY:
; .. ...-88 ; 41a4PM ,
lo~~on Ich f~
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'3DI..a9laoa;, a
05/15/96 11:16
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M%IN1'U - PWaR':tHCI MfD !OIIDICI. 80M!)
SOWNI DBAC!B, PLOmA,
1fCnMBD '. 1 98.3
is ACt:. ploc.. (;q ns.a, 0;0 1pI14 ~OU q,4 up W1.tit. .... 4et1'tG. "'rb..~
i. ~he ;nu:pg.. of 't.bI.'tj II dlail'Mh Ryd8t> remu'Jte4.
!iqually. the :Qurpoa. Of tl.ha calie!Nte ~rb lIS Zl st.OP Rei_ill is to
regulate tbe JIO"~, of 'tmfUc bea.UII. ntib;ut tha~.. Chain\a.n
Ryder lIald tboT c:oula b'V* t:af!1e goino fOl:W~c1. 0:' baClkwil.t'd O~
Wld.c:hev81' waf tohey 0_ .u.p tb=-ou,gft wbRe iheI I.". nai: .~p>>OI"d.
t:t.I a2'ld illS 4e!ea't the ,urpo.. 0' t.rr!ag i:e a&1:' ve .t. 8CX1l.othlAg
tl'la't W1J.l H OOIl'nA:'.A't 04 Will act. cause concern '0 'tile
1lK$>>-Z" . '
CalOlllUu Annlmll.ia.t.o, ctty !'1~", to14 'the Mcm'bti=.1lI they recei'lr84
in tohR~ Apn'. packet. . =r>Fi of fl MtmJgra.mlWII .'SoOh \a14 of t.'he
Iflec:lm.ical Review aoa~41. Z".~d.at:J.Cl!UI v1.l:h "esll.a1=. .g these
<bwo ve.riemC!.... ,,2U.eb li. II a i.!! he 'Woa11! dial! ~ 'tory to para:DhraB&
.;na 1;.0 th$ Uan.e.. '
With NSpeet to the z:8ClU.t foZ' variance. to 'the Par-1tl~g Let
celi.. 11:'. AQnw:t.&1.ata 1&1:el UleJ:e' are 'CoW pc1Dtl. one CCIlClems
tlie .equs.rem.nt. to p~V11S. lJQuble ltu 1I&1n.te4 l~r1pi18 for:
lIaah pU'kinq .taU, 11I14 t;l'le SeC=4 ccmauD.. 'the requ;LI"9UA't iClZ
,tbe plaa'mlft~ e! a eeBereta car stop ..' .acb ~l1a; s~al~.
l'nI appllcut .18 rlqut.t.U\; Z'e11es: from ~'t;b Of t.b..se seO;LO&Ui
1lI'111en OD po.1n't one 111 58ac,S,on 5-141, (i!;) ul1 Oil tl1l lAtter 18
",,141 (4) . lCz'.. ADDlm.~'= 'l.iO ~o.e are Sect10n vi"t1olut from
'the B01'41NJ1I ....Q~ eo,..
_. __...:Laiao ocmw.zm.a Jtf .....tiD'. kom hi.a MeJl\o!ta.D4\U1t 4ated
R~ 2, 1'12.
"_ I:'8IIIIl:lItI ft&1:e4 . ~ oj! oft ~e! 9Br:i.m:IcM Ea.
w:l.t1'1 rupeat; to ~tlIJ111 u.cl st:r.bdn;
1'1te ~ ~ lUIs pa1~ stn.s- am mn di,..
titmal ~- to tb! ~ 'lCi.t1zmt GT ~tiIDt.
......fi\ w tbt D1Jc'.." .
cd. Wi.t.h NIJlM to t:1'II ~ cm:b -=.Pi
11t8 ~ .. em me milt iL ~ 'IlIU~
p:d:alea, 1:lGt ~ ra1Ila a baJa:\! to ~t.d.anstn
Mr, AnnWl.ilto iDfomIc! the 1SOU'd tbet the ~eelm1CU aevi_
loard met Oft bslS81", lov..r 2p J.9E1j Im4 reV1anlJ \hft
maurilla, 'lth:.l.Clh ilacl'l4'<< tbe .it. p:le ulS vuia.u.w appU.aa~.t.OA'
It Wltl 'toM 1'.aollll8ftGa1i~ob. of tbl TeCl'hDiaaJ.. I\eYLMr Bean .1\crt
. t.Mse var1.a~a l'eque8U bEl daui.,d. 'Ihe Boeri .-'114, 1ft 1a.
<<Llcu..1Qas, ~.t ~'app1icaD~l. ~~e8~ !o~ req~.~lnq ~~e
~il.8AQ.. 'WC'. .onMr1mil 1.......1, a.n4 iI1va.tl. ,"U beadit to ~.
,pl.i. c wl\&C1" wo1l1. ..enll& '-r 'Faft't:!~ t!MaIl 9U'1ancGI \rile
~~8.~o~lQI .,veD ~~ ~ea8omitan~ r.4~~1on ~D pUblic .afety
wlU,e,!l WCluld :t'8IlW.t _ elJ.Diinaid.ng CUD. pel 401Jille 8t.ri.pi.ng.
ME'. AIm~I:L&t.Ct furt.!aOl' NI!4 f:'om pt,qe 2 ot hi. IGO&OI'GDd;Wlll
IIIfte ~ ~ ~ BolI%'4} ;c:n~~ t'Mt the ~
III- ~ at:.r:illln; NIUltea i%cm ~ ~~ :loA ~ atall
a1niUioa ai_ !MillO feet: 1:t:I 9 folK, 1m! 1iI.'Dt ~ 04: ~
- 1? -
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MXWTlS - .;.LAW.tNg .A.Im ZOlltNCJ BOAaD
.o~ SlSMII, fLOR.ZDPa
HOVlMBBa ,. 1;&;
''V.Ul ren1~ in II ftI!!IN aft!erly ac. of t!.tU::!ie -"
Mr. AmlU1'l.111to "Iftttd ~~ .415 'to 't'hat 4Cft8WMt. 1ft t'e8pec!t. tel f:.h.
car Itopa. He 1.14 tile -rev1ew t:ba~ wal tloAe b! the 'rec:~oa1
R.8Vlew BOar4 (t.be Ir.aumntl me\1. and the col1elus1oDB :eaobeal
were !I..ee Oft ,;no aHa to pE'O.,1CS. . Ide, .DV.1~t to aut.o..
ftDb11eQ an4'pe48~LaA. ~A ~.e P~Ki.i .~1eI, .. they exlD~
,on t~ ~J:'o9Q~ i'1.~.' ltr. Ju:1ll~,+,to H14 IOU co\JJ.4 .ee there
.~ .cvcral moQ~l.. of pa;kLuw, aud ~h.l. mo4u1c~ are meg~.tea
~ land.capel! c.W:b cU.v;l.4.r.. Be .II.i1i iol1w.. 'W'" parbap. wOllbf
of .~M.. .u&'I"OWl<<~, \21. ~e:posH. HaU.. lr:i._!U.. ...1a GC _'ho..
tIOdu1es . t.haro are ~bably 200 or 300 ~G'ld.n; at:alla f&~ ~ha
larqM" eDf!!8 I!llId l!Iomewha~ fewer for ehe .ual1er one..
. '
."
A;1!.1n.~. tbe issue C!~erninQ" curb .toJ)S" was triL9~c: f10w .~e~r..
.Mr. 1\m\u'.\Jto ~Qfo:,me4 tbe Boa.r4. He tho~ht. there WI!!" 8g_
Bipif.ieut. 1:'8.'=' fo~ thli.. and 1m IU!!' iihil'e _n lame
si;ni.f.1.c::a.nt re..ODS fg~ ~ l1ilviDI cm:b atr;p; ~ thI ~ .110, IJ'd
1t :1.8 'the appl1CUt... .o:tUlq&Uon ~to 1n1JUUat. tl:e BOar~.
co~cem~~r; t.t. 40ubte l1n04' 8t.r1Pll:U;, 1oU:. Anl:uma.ia= ..14 't~czoe
wa. . .... whe:Q, ~'hor W~~ &-om 10 Eeee. U 0 ~... 1:.0 Ghamutl
au~e!lll!)'D11Eul i.D<ea tt'bA eeat:.ezo of ,parking da.Us ~ Kr. Anl!WlII:1a '""
sua i:ha.r f'8I1, .. tba ataff, tJ\a:t t.h8 double 11'llO 1Ho.S...... ~omot:.e5ll
pu-t1D;. O. "U~Ll" L1l . aUta parkizlq .tall. i:.bjt"flfO~..
lQId.ng t.be g fo~ ...table.
CIa,;i.mu, At.. allkel 1111 C.anftGa, Aa.istut. l:it::r Pla=c:, to ;a to
the ~ and lncU.cat.a bow the C:UI VQ\&J.Q )1 M!'lted. He .110 aeke4
bill to ahow haw ~eY' wu14 toe in to the c.zb atop. ISfl4 in wbR
ma:lme:' tbey wou14 bl 1\lICke4 Q. Mr. .lC8Jmtm c:cnfirmed that
t.hey would 'b~ perpeDdieu1e.: oa e~ the: 1i4e of the.. ve:t1caJ.
lines. *. ClmntX\ _4 it wu 980 parJd.zlq. Cba.1rmm ~K
~'~'rrr.Rt4 t.hat. ill Hczh e.... 1Ibey woul,d toe 1rrtto the gW~ .1aC
bile'Jc oui:., ani tbe .;elf' ',ltbulCl be ,baclc ~D .lusck.
1
',i
;1
, '
Hr. ADn'Wlz1at:cl 81114 tbef were tJP1Ci11 parking 1G~ ~g~::L~t.i.c;mlJ
Ud; (Urane1OM iIad t:he1 CDuln li!ae. in t.'b:L, .regl!ZG.~ ,.. .le .0
48irsliI. 1n'to 'tt.e canter o~ t:lUI .:LlIl. 0&' ~he o_t..~ of tha pasok-
ia9 bel" The point. Cl:l&i.nIan Ryder wae ~ryll'uJ to lake he!cre: WI.,
.1.ac:U~; 1:.ho.. Illurba. 'h, YO\114 IU)tt baye t.ut acm41t.1cm of toe-
.ill" LIIo 1.. .uh ..... l1'Uy' mica'bt, c:cxao ~ ort. way and QO ,ale the
eBe! of toM .... 18... 'hhe ... oa.' = balf WBJ' iA .:LtMZ" onel
vb.... HfpGDl! ..., ,o!tH. ~.teaa. of baakUia 'out, Chu#&aft
'R.J'48~ .&~! t.M!' we'lS14 b.. pull:i.ng lftte ~h. roec1"'.y WMre OtM:-
ell!'A haak aut. ~t ,valone cd tba oon.148RUou for trp:aCl
tG QOftUol tbe U'.ff~G 1IeV8lII8I1t, whic;b was ,ICIII8t.hUll ~1\at =.
curb wol14 '1'0914et ClW.nu .~er.pointe<< Gut.
*'.. Wa~aeu, OODIIIU).ted 'th6t it foo4 aample n. 1'\InlJ~. .....
pr'.i.or to tbe ~.!109at.~ol1.. scme lMllil we:. ~ 1;t.\.OCIk.-a oE& beeaUliU!I
cal'1 coull ~'t pull ~a :fv' eno1.iglh cha'J.rmBJl Jl7&e.. .aU ~be'f ...
gc=e vezor 'ho&'l"iLw.. exu'/pl... . .del be s".. .l~ !.:tl a naw Mall,
~b. Town. Ccmt:~ ~1 ta 804a I.e.~OD..
.. 18 -
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SENT BV~
; 8-20-88 : ':38PM :
BOVft'on 9th tl~
100542'4.1011' 5
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K1:Il1TD - p~.NO.Mn lOllING BQMD
10tN~ 11ACB, iU8D
1DVlUIUa. 9, U!2
ChAiman. Ry4eZ' t.bOU4'ht. tbe PlaDS were qJ:'e&-t. Be 'aiel tl1ey blve
l'J:011;Eeru c:t:cula1:.1C1U -eM, lIO Be," have t:be paJ:X:i.a; J\1S't j.Q ;me
spot so 1: people t,;R cau.9h~ 11'. abOlrcr:. ~Cly 41iiJ UQ1;; bvc '8 ~
.. 1cml .....:1' ~'get. -eo t:b.e:Lr cat'. eha:L.rmIUl ~ct.Z" ~hEm9bt;.
p...... ...&1 aaa... w;u .lm,poZ'c.lmol;:.. He a1.-.o kI'Iol1AJ1'I.e t:h8 way ~e
hal'S W$Z'e div:idcul ... 'J.PII.~ and esrtain1y i:IOlIII!Itnclable. eba:LrmaD.
ay4.~ till ng~ 1m.w oE imyt:llbi; ClVl'an~ty that. ap~aohe4 ~bat
CODgeII1ence.
~~ ltyiSd vet.a4 ~e .fVthco hole! -thi. \Ul .. .1UKlel C:XmQ.e
)y tbo 4ola'ble otr1p1Q; e.D4 :tIy tbfj' eClnc:~et:e eur~a.
elM;t.UIWl ay4K comilmt.ecl ~'h..t. tl>>tb t.1U.~ mot.1:0" caa.4 ,,,. 8.ita
p.1lan ue Vs.~a1 GOI1cteJ:"n8 t.a t.he d1:.J' b.caUS8 1:lI.ey c1g IIn Mve malls
aOnL:i.nv ini;g iall. Cit.:r 'tag oEi;e~.. sa 1:..4oQGb~ 1'b ,..a quito. asr>>aHint.
1:..0 t.~. lI.W1ioazt.., .. wall all 'to ~eA Qf tb- Ioard, that &
p04 c!leel o:l! 8tu47 'has' 1.!wIAa af~M!'4.4 ~l'UI ;plans. '1'be '1'eC!hD1cal
Review Board. ''the d.ePB~lTl8nt.9t. ~a4.. _ City 1'1;lm:1aJ:', . C1-ty MimBger
ana eveZT)may 'hu ;ot:ten' into- 'tbe' JlU~~ .bae.uII!! O:f the fact
that 1t. 1& .0 UA1que ud ~Ci\lSe of tu fao't t~t 'they ..rs qoinq
~o be pz-ou4 ~ have _ IorZltoD &each Mall here.
CM1rmu. RJ4er vuted 'to feel, that 'tber vo1ll11 uqt llt.tSII\Pt. -to
OOl9tom1e, 1i~t.1xI\lgta be 'tllauglft: iot Will -lI ..re.t. ;L.~t.t aM clo
a.ft.y .it'b. $ometb1nll Wb:t.cb -..biy 1'IIL7 re,n'. .. 1'818Z'zotA "=Q other
-.1b vh...:a 10'1 ju." 1ri.4c 9Y'DZ' tb. ,.I'IU., atLa118 beaaWl8 ~ra
te hvtJh1uq to .,"op ret&,' ..., pu 40 110" bOw where 70\1 belOl\CJ &
Due, "L~ 'tile p&"o:U.~.r-.1 o;i.~tioft. e1!A!num Rld'8%' 1111.11 you
'uv. ~A~led. .~f1e 'to a' ljR:e~~ a:lltct.. b\lt:. wblm Y01.l qOt.
irlsil4a t.ha p.rkinG ulllas lack:l.= 'the ccmcret.. =m~ .t.ops~ ~bBre
I'QU mar have a ~oDll1l1. Othe&w11., all, t.ao. ofteJ:l., c:1Ja1=U
lJder .Bid. C:UI reallY do aDt lmn .~ they bel=v. ~ey
ride III .OV8 .t~ pl.~. ad the1 d,4e aver the plaCU 'Wtlere t.bere
11 BQpoMd to be parklnq stall8.
eh.imal1 RJ'der laic! lie eull! like to lee 'in. B1SoptJ.QA of tbe..
two lIa\lllS. vh1ab nze felt 'to . 1JIIPOrtiUlt. .~." nc-t !_a. .
t:bat was OI>>.rH1.OUI. AI ~ .8 tb- latter cf eqe.8.., ~
~"'r wa .\ire t:ba-t was Dot the majg;- 001l1!e2D -to th. 8Ilpliaant:.
Hi hon..tlJ' felt. 't~'t, ",-bop. iolw ."Uoant.s '.lot ~Mt: it VAS
nCl't 1;.1W ~. ottM,t: .am.e g! 1mea io.1.ts. 1'- woIl14.~. Ch~
R.Jdv;,'. Cl'W'il :eoel~ va. \Ui:. -l'bll 1M" 4Q!1.nit.lIly abol.1J,d GO alCln;
w:t. toll. i ~.
Mr:. D1e11 Oreco, vice Pru:1.4ea'.l Mwud. iI. 'g.Iut.o~ coZ'pOZ'&~"g",.
'1620 ~:ket Stnet. YOlmGltoVa,..ob.:l.c 44112. alA t.raey bed ~
. 10M 1I8.Y airac:e t,1IBY ..... hG:O last. ao WI' .o~ iiher .11
gpin1cml befozoe be ri~be4 the:Lr a.o aM sa;S.4 it;. vu UZl...\i&l.
M: any ~a~', ... Gnco ea!" Il.i.~. oi _he *11 iiI%4I !!Ill t=hs
coard, UJ\\ tblllY hOpS to t.ake eKGeVa"1.o:.l 'pemits hbe 17th Qi 'th~.
mouth 'tv pz;~$!. MMn tboy vet. Ul.:l:.o ~ aite ~lan, Mr. GrdClO
told t.ho .-'Z'. "be,. ~.u N.. ft~r aE. ~.Qea wkiClb *.
.. 19 -
.___.... 'III.
90'd
tOt~L2v90eI 'ON Kijj
SSf1~ tl)S~aOH
c~:Ol nHl 96-1G-~
05/15/96 11:18 ft1 330 758 3598
,--"..-
DeBARTOLO HQTS,
Ial 007/017
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r 8-10-88 I 4:88PM r
ISovnton Ben ,~
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DOYNTOI DACJI, ,r,oR%DA
ItOVDmD 9, 19B2
N1lumzlat.o w111 read. tbBy are cr,;mdsnBed dmm into 0. vorr fe'll
JiI...q.apbs. *. Ckeoo abated that the work t;iha't. vaftt. int.o t.hai:
"If .___i.ve. 'Th.,- _4 .. ft~%' 'c.f 'the1z:o peopl~ bue that. h&a
_..El VCH:'1d.q -11 '4aj' U14 M.. bam cam1l).; b.~ Ol'1 .. lel!k17 basis.
... ~My ~f!t!l.t.et!l 0\11:.. JCr~ ~t!o adl! it yeu qc aver e~bing-.
~'he1 are in ;iqr..mn.~ with IIra,ct,lcal1J' everyt:h:1llQ e=e>>t. tho.
two 11ttl~ U,81\1& t.1\a~ are 'before toM JIOUS ~1U.. avuiJ\Q'.
Cer'tainly, Nt'" Greco a4m1t-c.4, 1 t. 18 l'1~ . matter af COlt..
OD t'a. lSOUJU.e .tripi-lag, MI.". Grec:o ~t::at.ed tbat. 'theY M~ COIu;1de~d
~".t 'b. 1.., QOQ~. o~ 4&7" ad u..kv4 ~cr IS. AAIlW1IU,.~g t,gga1'''
*'. GreGg a4tlll iohey C:DlJ.G:e~11 that they wouJ.4 go uead aDd. 40 "'ba~,
h ..a., I'''' '4clD't; :_1 Li: 1. ..c:e.....,., J:N4I i" po1la_J.Y w!.J.l ~.
. l:i.tt:w ~. aotlwaf.pt:., .. ~!l.U'Il t. .. ,NblQm "i~h -that.
We'zo8 pni' ~o go ahea4' vith doublta ~~!'i'p1.ftCI..1I
,
HI'. GI"-=, tala. t.1le b1mers of tbe BClu4 they- were talk1nc abollt
4'DO parkiD; lpac.. with niiV1l b;, ~~ '"poll at ~b. enl, at
th;l.l pl:t~nJ.U' J.ooa't:i.C1n. ae ventured to say \.hI't 'bIlc-. ii.. m;.
;olD{J I;,g bit .~r .boppixlq center '~1S 81ze eWlr 1:1 BoyD~cm
....em,.. .~ WCNl4 Dot. ,be I:Ilcr enO\.'lall to 8UStoa.:l1l. tow ~ them w:t.'tb
1,000,000 .quare feet.
Hr. Gr'ecc W81'i~B4 tel SIL, tU.1KI t.ha~ t.he Ortiftil.cGe tb.' adz-...clI
pultf.n.; 1ft D6~a BelaQ'b i. FaDa.bJ.y oa. oE 4l.'ha ~8"t. 'tM.'t i:My
11ava 8Y8Z' .'fe. in 1&be O~'ery. '-'he o.a;uo1!!.DICl Corpcilrat.i.C1ft 1s 'the
laE'988t b~lc1N' of .'bopp.t.Do' ma.u.. UJ. tbe worle!. 'l'b87 awn and
ope..&t. ~50 t 000 P=k1.ft13 lIJal!OIl. Par' eft!' 3D reul uay have
built. t:li... t~a. ed Mr. ClNc=o laid. t.hS7 hl.va to de their own
.'w:U,811 baaed an what. il ~oat f= theil' mi.1IGIwr., e:Utet., pl!
that. me ot t!ij,ng, 10 t.hey 1=ertl!l1nly ~b11 1mow what;, 1.
QOoi &ad .4 i.A .. .MMftO cetu. 'Aty baYG ltu.1;Lt more ~haD
Croll. iB ithe wZ'14, iAc! I'eol'l~ ClIQIU tAt them tor &4v.!ce em them"
Kr. Greco sala be 'fOUJ,ci nad.'CMII '1M"'. 1Sa~pt. 4J\4 t:.ry, t.o ~.l1.
Vh1 ~boJ' 40 not. 'VBAt. t:o dQ 'th1I. Be l'ei.'ten,~4 1:.'h&'t ii._ ".. not
a mat.ter af 4a1.1ars t 'lbe=,.au u;c b\a.U~a9 . ZL\Il~..4d..1.J.L~n.
dollar faC1:1Sr.'Y v:! tlU.- ~'QA, *. Oro~ a.i. _ few eU~ .-topa
11 ~at ;o:l.llq tc 1xrt'h~ 1ob;tm gn" .0,. Qr' cano~law. e.-pi:. ehey
fe.l lot is net 1R 'tbe 1:Iellt Lnii.nl't af td\Ia "UiE' DOl: 1::.he City.
Cert:.a.uu:, Mr.. Greco ;pg;i.l'~;tet;l w., "he C:l.ty wo-a.1.4 ~t: vr;Lte iIIll
ori~aenc. uoa. U ,,"'i... oi t.h4. aai:.ure, ~.oaU8C1 they ,.re Dot.
'01114 t, .ft uy 110" ~1U.. .L... IV. etceo ...aM&! !.'hat. they oou1S
,.O~ ccapue ~ Ul)~ Apac.. wi1:h a '7-11 or ,. .t:t>:I.JI Cl."tOe' 81' iriS
.. li'tt1e _all u11 wit.h . tl!!\f t.haUllilld eQuu-e feet_ 'rhey 111'8
.n.1d.1'e1:r &ft4 u.ol\lt~. dJ.ff.c--'t.. Main. KI'. GreGO commaD'tH
'that. 1:. eu~.,I. ercUMhce 1. ali exc:e3.1.a.~ OZl.e. curb step. ee
lI.ece8sU'J' whit.:. fO!a. beve ill c:cmftJ'ftii.eRG. 11:01:0 Ol' peop.le pU'lI 'Q
apiD.t tba .1.c5.eWJ.'k GZ' lip ~OJ. to a hU1.J.4m9' IX' a..~ .. ~oe. ot:"
:a.ea&" . .azutllcqe4 UM OZ' 'aon1:h:lDg' c~ t.h.i:. Iioo.t~. .... 0.:-....
.tate4 t:.be:;. w:r- . D\1mM.. o! ~.a:lOllo. 'IIh7 ...it.e:r 110 fto't \1.. t:hem
1k61t6 .
- 20 -
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90 'd
€OEvLGt90Et 'ON XVj
ssn~ NO~DH
E~:Ol nHl 9B-tc-HijW
05/15/98 11:18
~1 330 758 3598
DeBARTOLO HQTS.
~008/017
liNT ''I'~
; 1-20-" ; 4ra1PM i
aOYUon ach f~
"D54214808" ,
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'...........-.
l'mW'1'11 - i'IIAmIXNG Nm ZONING 10AID
SC1Yln'a1f BEACl!, FIJJRIDI.
>>CViMSIR 9, .i82
y~. liP, tahe DeBarbolCJ eo:poZ'aUQIIr j,~&1.1.4 C:~2:> atoQIUI :I.~
."VtlJ:'u of. 'tlWiJ:' -.11., Mr, Ckteoo GOIl".". 'l'bef Mye aI. ~.."
rcm'lavAd aft& #6~'''' Jl'...on. Aa v.. 111""-__ on. *. ga..co .utl.
'theBe u-s 5eparat.s4 :1.1'1 variOU8l ~Y.. RI!l .a.i& N! tmul4 hay. ee
of tb.i~ engineers >>oint out tc the Soard how the t~.!f1c circulates
il\n.Q why. "YO\a 40n I t always wat:lt 1*'1'18 baeldnq into .. 1:1!'aff!e
b~., II K:. Ga:aco IQv1aec1. Be M1d. that WIU' mere 4m;ecows then
~inq forwa~4 when f.OU OD sse. Anybody elm see that... !'t 18 a
YKy .:l.mpl. _totszo. .
Ie. Greco 8..14 tha.~ all ~ 1pba: t.h...~wa ~ba" 1ob.r beVel c.i.aG 'to 40
Oft i:1Ua,Mal1 have neb c~"1ve, uou li1aI::Iel'lJ eg\IJ.d 1mag11l8. Blaa'b .1iI
lItM~. u. you. grotA;' 1:0 pu~ t;he bOJlIilJi fIR' "he UZOI1. ~ ct-"P of
t.rash ans! aarbaqe, Rt:.a. RG tt!!O.rJui! MmborlJ D~ ~'be aou4 t:'ha1: !.h~
have ~eD. COUll uou.Ddu4 Uound for mctItha, cd. th61 are ~~
&!;FeeJlt!!1t. w1'th every 11ngl- th1nq. M:'.. (k8CO 'W!lt1ted to say f.cm
Clty MUage.r: &ener' CII'I acnm, and .ve~,. Cl'l the iltaff, tl1ey have
belli ezc!el1ent. . lie lItat.e4, tha..'wre l'E!!1aUve1l m1nOI" 1..1.18.
&lUI if t.hAy _V. 't:.O <<0 i.\\, f'1ne, _'I' theJ ~II nQ'- ~ll;j,nlc i.'t was
{: ti11't for TiobeII or t'hB C1 tl' . ,1IIr. Greco want-ad to uy :eo eXfla.1n
,t.g Hom..s of t.he lou-d., W he 'Mpe4 tta~ the1J:" mR. wo:e JlO~
'iHal~7' ..4c Q, .. tIh'el' ..l:-e04r 88,10. befo:oe ~n. epp1J.ea.ata
.po~.., lMo.u. h. t.2Io\Ifhti JkmI"n .1 ilM HU. Wv.W 1;1. miaJd.1l.9 a
._taM.
lit.. G1:'GCc:I ~a88. oat. B lISbo,ppina Cflnt:.er DeV8lopmlDt. Ha.ncS'bock" to
Members of t;'he Boer4.. v'hieh i. >>ut. out by' "UL;l: - t!w irbU tand
:tDst1tuta. Wuh1D'CJtQD, P. C." HI .iufonl84 tbe M.~. 'tbat .the
lJriM,n Land Institute 18 an iDde;en4ent, non-Jrofit, reseat'ch
G4~atiQnal QrQBDilatioD, ID4 tbe.r p~t ovt 'B.ctf~Q'tions, .t~. on
1DIlft1',1IlIElY 188ue. .0 tliat bUil4e%1 an4 peop18 Zl:'aII\ all 0"'" tlb8
WQt'J.~ elm Cl811 ~ lSaCI !.lad out What you ,~0'U,l.4 40 in 'V'a:'1CNI u,4
~1eu.l&r 81!uattOJUl. . .,
tp. talking GoUt. parkiAg', IU'. G~RO n~ '''"'r l!IIata ,arlnZ'JQ in
aMSlP1~~ c:e...C'. .,._ .. .11tWJ.... uou&1.a ~.1'8., ana ".fe_ ~
..,,.. ''''0'11. )fI .ab1a eD JI\O" to 'ttle parkillIJ aNa V1t.1'2011t! pr:l.ot"
lmowled.gtl g,f 1;:li. la~. .. n.a.
"1. ~ Cl' ~ in Ii ~ par:tJ.nv 1d:. i.D':ludu,
t:hB-ai3.9Iz:iiia.uu.. iaI em btlth 1S1AIS. AOO.8II CliilD aJ.ao
8Itft AI ~ .... '.~~ = t4'a.mass. 'RBi114 -- ~
ta .... IjN ... :Y _ erpm1., Ill. ...t1CD, ~ ~
~'v1t,;1a me ...]1',11I4..... ~ ~ w to aDt tIiIVG 4I:IIn.
..,. \bel" Blio 0CIlPll~ ~ eJ.:~ ~ t
QQ;I,J 'WWe ,.,.aD; ... IIIW s2jr-m UI -=- ~WII&P CE wlece
t:1In..~.... 8bJa14 ~ .... - i.mIn..-~.'~ t'Mr. '
l3J;C1Q ~ ~ i;o \De Ian tMt. u .. ~ *- t:tw:i ~[, ...._4
tt.' '.
~. Greea sai"'- they QO o~ ~ I!DY a s\&Z'facc :pG'k~llol', faa:Ll:l.~ .,
Mval:"a.l. ~cnwu4 al'lacea 1I'bo\114. 1M 41v14ecl 1.nt.o .e'ft~al .ec:i:~OM
(tite tbB12:'B ill~ for rouT' iaen't1f1eatlloD oJ' ,,11C1DI l.c;x:a-c.oJU'i.
- 21 -'
LO'd
EOE~L~~SOEl 'ON Xij3
ssn~ NOS~aOH
Pv:01 nHl. 9B-IZ-CJllw
05/15/96 ~1:19
~1 330 758 3598
DeBARTOLO HQTS_
~ 009/017
SENT 8Y &
C ."a~'" ; 4:11PM ;
~yn~on Ikh fal'"
'1D~....("308:' B
'-'
~
MImmll - PLMK:1I1 AIm 10ItHG DOAJU)
JOYNTOS' 'BIACIt, rLO~A
lfOVli'tllD I. 1'82
... GftGo !1aI't.'llIIr l'ell4.
". .. .. IlIdI II! ~ tivt.m.aul a'tasUl. ~ a ~ I!IIf! iI;IF'aX1-
Datel7' 1100 tD 1" DDO ......
.
1Tel' ~ ~ ClC' ~ oeM:er. ~ alcI13; tbe
~ ~ . g;cd ~. . '1hLII _~ ;pIDUi.ta f.he
~ of qu.1Ck ~t8 to tie BtcnB ami ~ t.u:mNr of
~ BpI"'. B!re ~ .,., f1't:r1t ~ ~, ClC'~
~ J.1mlIs 8!e ~ !e IIftIUIE. * ~ ~ C!I:' t:rclIIU
:IJ:I.t:a t;he. ~11c! WiIl1DIay8~ 1I
Za I'N.~ eftQ' taD"'~ClI.. y au .ollm\iDiiq 85' eW\.~', Ik. CHOO
..1.4 tie.. ~ld'D4a ..... ..ol~tle3.y 11808118UY., What; the Urban t.n4
'ZU8C:l.tU'te (whicib :I.. CIW 01' 1:he ~~qq..t: research eompanies 1n ~}U!l
world' ".II M1"1nO 111. it .hculd Dot be >>Ut 1!l this 'hype of t.h1ng,
Mr. Greco bOld KembU'. of the Board. se 1&1a Gl"".i~.. Bnga.a.....
,inq, Vh1c:h built ''the .u,-,;port 1ft Tampa cd tbe eme in CJ:lcmclo,
_leel proj ~s all aver. -the Urd tee! states u.cJ do .. lot of 4es1qD
work for DdU'tclo.. Mr. GrllC:O Mi4 ~eJ' ad'ktKI Gre1JWt ZU~1neer.
11lQ' 1n r6fetlnce -to tb11 parti.cu1ar question req~laQ tbe use
Of wheel. II ~ 5.~ lugs :!I8.C'Ju.q 101:.8. .
. .
llIr. 02;'eeo r:epott:.e4. that; be .a. able t;o fLAd. .dfte c)~'t\er refeEella....
.. I:'efG~d 1le ...n='A; PJ:>:LDc:ipJ..., .,..1,aJ. _:.on 121, tivbwiLJ'
Ka...Z',. Bo;e4, "'..hi"roft, D. a., 19'71. 101 ana. le&,11 ..
fvllanl ' . .
!B __.1. cl)e ea4. of JNl.~ftg lulls wit1l ana bloelc.
eu ~. flaUlke4.Ul ~ ..ti.faet.ery fsaldcm witb Wy .
paill't 11M _ 1IbI!~ '.~ lUaeks 01' GuzobiDa in tib8
12'&t.e.rio:r: . of ~ J.ctt bave iR'lY' cU.Md.ftJlugea. 1'baJ'
iQte.rfUe with t:.be In:emise. u:tII . uzU'll t.O >>cCJI)l.
w&lld.aQ bet:wna ca:n, provi.4. "'iIllI IQJ; blowl.ag 40=1.1,
pel 1nterfe:-. wti;h 8ZlQW lying in DO~ U1I!as..
'H..trie 11&!ewalts are somet1ml" used in larae >>ark-
1D.g lots to .!prate -raw! of c:!U1 .a.a! to proV1C1e more
'favon.b1e tl'allc1liCZ e.m!1t1oZll. leople wolJl"k.1ng to and
fC"Om ~ SIOlt onen use toile 5111.., bcweve~, and. itbe.
value of a.t.~10r' walkwaf' 1- dsba'takll..
:tD. a.cIQ1i::S.cm, ~. 1UIe Q! wb..:a. .e.O,1I ~ aoaUa\Xtua C!UZ'ba
in laz;-ge pu''lC,iI\9 ,an... fo:l."o.. ent:.Z'otJlI vebS..,l.. ..arch-
40ft. Ia:f a aDft"i_~ .U'1d.~ .p;,e. t:o circulate '0 tbe
.u a:E ~ &ia~. :"li6. __ a. nun 't:.oam -tog '&1Ie Dext. doll..
fhi. toY>>- of cl1"e\\laUcll patblm :Latz'04l10411 adtitioaaJ.
traffic aanfliata ,. ~. :-11'1; roa4 ~d/o:r: a:r\U.I!.lLfJ lane
a4jaCllmt to t~. buJ.J,a:1~CI e4 increales voblcJ,e r1UUl1D'iJ
ti.me in. the lot I (1Ir. Qreaa JOi~tecl out. tbat. YOlll aD nD~
have tilL. pnt~CQft 1Q .. ..11 .hD';PJ.~ op't.Gr or ,,-U
.tol" . )
- 22 -
BO'd
EOE~LGvSOEt 'ON XV~
ssn~ NOSOOOH
'~:Ol nH~ 96-~G-H~W
05/15/96 11:20
ft1 330 758 3598
DeBARTOLO HQTS,
III 010/017
liNT Iyt
, a.zD'" i 4:aIPI i
8grnt.n 8ch fa~ ',OU4.741GII. I
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..----......
Ialtnl:5 - PI.A'RN%MG AID IOH:tIG ~
IcmrroH IDCH, :vLOR!m
NOVEMB:tR " 1982
~. 61:'.100 told th. Mcmblll!l:'., · As TQl,t knw, 1Ql;liellilad J:'UIUI,1ni UiIIII
ClOll.iU:':l.h_.. Ut 't.he ,:UacC'$Cl~~ IIJ.:" pol1u-t:l.QR omi.;iLcm.." tiV'OQ
~h. J.i~.~Q&'. cHIQ.~old"", q'.:LQe\ ,.a'D~..l!Ia&"J' ue " wh..~ liI~op.
ud the fact t.ba:t *,51~ ~ ~ .arJcil\1f loop .. cUvl~ with
JlI'JUft~ NY' lAG o}annaU.8d. to the extent tha't t.he speea
aM. c:iJ:'Q'Q.\aUo~ ..8 m.~m1Bei, Nl'a CJl'acg b.Ueve4 t'hat 'the
e~~y .f Sorn~ft Beoab lhou!4 ~Qnuia.~ th.i~ ierc.p~OA of the
alilvantQ;es ~f vhael .-to~.
Mr. Greco ...ked tbA't t:be.U',Rojeet. EntJi=-- sbclw belli tMse -eh~.
work. !fI!l aai4 ~y 40 nqlo 'WAD'- taU'. ag1Q.ng~. MI:'. d.;'SGQ
oea\&re4 'e'Ye~~ ~Gt. toboy, qa,y. 4o~o t1a~. gTO~' t.'hI.~"J' 7..1"- o.
8-tw!y, .~.. ~=o. "'0.l4 4J_ *"1"11 ... \IalIe&"siuuMi ,,"batt. i;.)lu. rill
"tie Eive IttAJar 4mparbnath~ at:.01"ea (,p!Ople - J.llu1 JOJ:'d8~ lIiIu'l!jib.
MCY", Penney I I. aAd. SaKmt, iJ.114 be thcmght QeD ~1. gagb~
to kQ~ wblat 'tbcy va' t&11Una about. Nr. Greco &a14 'the,. do
bot WI~ Wb.ll 8teps or re;1J,.ire "tbm e1thei. ' He sa1d they are
t1'le1r euatobl:"., and -ehef tiave vona to everroa8 of ~&e th1n;1
DeBartolO b.. b1d au. 'that: 18 'the reiUlClll lIIZ'. Greco sa14 'they
Co not put. th.1I 1:J1el'e. Ir they felt tllat tiler we!'8 MecHrd, MZ'.
Ciil'e~g lJa;La, t'Cenah.ly, we VelJJ.4'wt:, olD ~_ naot u, 'tbe wo",:J.4
U'e CNrll .'top. when ~au iilZ'II5pliJnt!lnw- nU..U.OI'l'. of. 4011... 'to b"",,14
. ma11'i'1J
:o."ta 8. pzo...dy, 11811-, Jll)yle, .:roaa. aa" 1'1...pa.. P.A.. '07 Hort;ft
.r1a~18~ ~i v., w..t. Palm Do.ch. . l'1='ida. bola t.h$ ~ Mambara
t:l\at. '!!ta1l1eallr, Wit1\ r-ePri t.~ .'tbatt' wbol,e appreaeh em lq!no out
a ahoppa,q cater Bita. be 'WaJI.t:e4 to fire'!: talk alIout 'the
ahoP.Dinq ~iraulatiOA 1A4 the~ the >>eaeatriaa eIPec~' ef it.
Id.maE':i.ly, aa rar u the PI:'Qject. 'is Gcm.cenlea, Ik. ':.".ly 1&;1,4
,they have three 8Cptl. d1'1". on. ~qress Avec'Ue ana two "CO.II
d.r1vea em 014 ~ton R.ca4.. !heir eppr.aach is q.tt~ t.bB
traffic ~D, eft of 'the pub1.1C! 1:BCI~'i1ghfar8. U; ~D:'CO Cl JlDjgl",
Utarnel c:lrell1a't~On road .wh:lcb CDDlJlflt..l~ S'&.~ql5 'the:: l'Ihop,plag
.,"el1ter .parkiDq .let o.f tU p.rimae.:.
Mr. PI'$IMlr .XplaiUd. ~~ th. i41!1C is to ~ '11- vat's.- il!l.
pt. 1:btmI Oft t'tu.. ~4'ft.y, &lul let:. i;ben1 C!!U'aala'fl.. 'to whare 'the!'
lfd.t. to ;0 1IIP Im4 park.' Ail , pan el ~b. CMU:a.ll J:l8.r1t1ftO ftla,
MI'. 1:1....2., a.w, &A ~ iW'c:J01:' bad hcllcaad. .
tllle!, have 1:a~oken 'g.p thB pArkin.;; fie!1! vitb _iol:' '1~~ tc !Mil
. fOOl!. laada".a,a4 al.t... .apprax1JnatltlY .ftly fe~h or fif~ pa:~~
row.. .
1$
~
'I1a. i4... that!. bad bien aisH DefOl'e v.it.h reaarO to .&fetY, KI:.
pz:..aly showed. -'he loaN JI8IUeIo., wag ~b&'t tl 'o-CD8 ClBme ill
heZ'= IInl5 'ft.:ftU4.-to at Q~.IU' "zoo.. tJse paniDg :1.0... ~a ..~ ..
tb1a p&:r-k1q :='0J.4 11\ UOD't 0: t.h1e ~~ft1: .=:c, ll. voulcl be
:pro~1:I1't.d. !n:ml 4Q~ 1:u"'.. ctiTiQ'UlI1.,-, *" 'GTe..:L? COIltti.ElU.ed, :Lf
. WO&' COM. iD, tillNG':&.1I II. 1ttAclaoQ." ov~ Ul.-na whJ.eh IKgglj
~b.t; CI.. ~. ClClII8 1D tmd .i~hcJ:' ~urh right. 0.;' i:.lIrD J.eft. ~D eaah
eba.nQe of UNClt,1.8n of the PK~ field., lU'. ?ce..ly aaid thq
have c!eve!~ a _jaJ: utIy ~ t.o bdn.; the cue; ~~ th&Y sa
4eaire, \IP to: t.h, ~\11~1ng we, g~ !.f tb.y want co came 111 ~ZI
lko>> IOfMbol!7.0ff aad then cinluate from ~b.SlI to f.:l.na - ,. go
.. 21 ·
BO 'd
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ssml NOSOOOH
S~:Ol nH1 86-IG-MYW
05/15/96 11:20
jtl 330 758 3598 DeBARTOLO HQTS.
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laJ 011/017
liNT IV I
; I-.v-ea t 4111PI ;
Boynton IIch fax-
, 30f141U303 Ht1 D
"'-/'
..........--
MDfWlS - PWIlINC AIle 20WING IOAJtD
BOYNI!OM IIACI, KOImA.
ROVDEP.:R g I 19a2
.pace.
:m el~U' 'oue of thcac 111.ItiltlCCGt Mr. ~.aalY .1nf~l'l118a. thlli IQud.,
~hOy blve' up:cua.mI,;ely 300 = 3~O PAI:'1c11\1 .paee." a 88ab 0%1& o!
these ue6a.. Ae.l::. ,ateco lZlcl:t.catod...;as u aa U~ Lu4
xn.t..t.tute ,u coneemed.,. 1:.hey are say1!1J2 &00 to 1, 000 IJpaCll8 r MJ:..
,ressly 14VlacC,. M'sa14 tney 1l.1.,0 C:l:t 'tM" ~t~ It..lt 1loca\lla
~ey .~. gODgu~Ded al,o ~ut tn- .~'Dty ot tbej~ C~~~..
,",ell . "1:1.:1'88 &J!o&.es :t.B ... cr.... lip -.0 . ~\;j,';\il~:;, ~I;'!e.. ~:,ney
P~...lf .h~. "h.re '1\. ~. Ul.~O a ~zo:t111Q' space. He Bddri
1:b..t. 1.! i:he pat.ZOO12.. ,hr t!haD08. see. ilDCther J:Jl!l'.XiDQ spaoe that
ig a 11 t:t.le bi 1:. c~ca.r ia 1;0 the 8'tO'-. 'tbe oa1l' Clboicl! that
t.h8 partOh baS is tel back out. a!\4 'Co CIQ up" iI.A4 "'It ~8tu.ee.
~dll GO up to till !:IU1101q. Mr. Pres.I)' .1'lOW8! wire & c:ar
GON_ ="P'too a' p.tao. ... '44a.L;u.te4 on thCI oV8J:'l.Y~ It:. waU1G. have
to go up t.w 'IIION toWl to 1~11 lJlt.o anot'be1" pU1t1zu.1 BllllC:C=. llha.t.
~..t 1110.'. ~ po~ll~ gu-;~ "'. to :l.DC:'Nle ~lIe nwmo& of v~lo1..
an4 pa4e5't:'1= coJ1f1icu tha~ ~~ 1Dmecliatoly \Q1 \bue t
.4jaceAt to t~ ~lai~. .
. QUJ:1IIQ a.flSe~ DOt-ad 't~:,e ._ uthUI to .'t.ap t.hpm =om g03.=q
f.rCllm cme g! the "1'\,,,.2. :L.ao,.,.i nl'''>>. '0 t1\e MIle em..
;oing =088Wi.. or ~n1a pel .oll.b. W;Li:,h the iIl,st:.allaUolI. 0. th.
" CNI:t:l IWp.. M;'.' P:.-.._ly .aiel t.ba~ wow.4 p:o~~1t thBsa f&'OIft 4cinq
: t.bat.. 'l!b&~,... what Cha1rmsn Jll'dB~ lIDS aett1n~ aft. - ~at he
a()uld aliaa alm10' 8Ila if t:.he pl.~ 414 aat. lilee Vbere he wu,
'b C!ou1.c! :mave' over t.o e.other .~ w1'tb1n thoie two 5tr1".. it
was t..n1e ~t the., ~ut. 4CWJ1 ~he Il'ea iIlYOlft11 ~ b&v~nv tA...
clJ.fferent eDtr1es. ~ut Cha.1r1UB Ryder pouted oY.t thoro WU I!ItI.U.
t.he "1lIi.bi1:Lty t.b.~ he couJ:c! qo .creelv!,..
,
IU'. h-e.aly 411.gnt4 Meause 1f an in41v:l.d'I1a1 c.. JoG. t~, t.heft
" 1.. a raJ...a <Ut1!1laz:d C~b tU". ftel.lr iDd:LCiI:td. gn ..11. aver1ar),
which 111 lImdlcapOd'. B8tweu t.nat: _= tohe Clt'e t.o -.he ;Leit, eha.ir-
man Ryder 1a1. the jlilc;'Qn, lO:&n IJO MlTtfli,,~ "De."'-, At:t;~.,.
P::'t8811 a,!;'1IJUG4 tba't he ;:roN1Cl un'. n,h ~ !~~l."iDn of cUrb
lIt.gpS. At;t:grner ps:eaI51J" lItnat= that he Wu14 B01=. be pClmitted t:.o
<10 tut. CbKDl&b ~ .aid,' nWitlhO~i; tb. our!:>> at:opa.1f Mr.
prt:.uly .ga:'.DcKl tbDt vi-ua't toll. GU'b _UpS !te "cmuld.. 'rbat was
.OQto3.)' WbAt. etae!.ftlll,a llyddr ._ cb.ivtq at.
XI:. ClINgo d14 DClI~ 'tb~nlt ChaUmU Dy4e1' =4Uat0Cl4 vbr tbGJ 40 DO'!
w=t. INZ'D a'tgp8. ~ton8! ,PreHlY. fw;the,r-:u.p1a1Ile4 ~M' iLS an
:Lza.41,.Uual ".... in hereChe ~1nt.4' to A place em the ~I'..r)
aM IUlle. a par'kin; lpace, YbBt be 'W111 ISo 1B =n'ia~e em tog lob.
cruillD; lane QII a4jac~ii. to the b\l11d.1ltg4 Be w111 t.'t:l.G GOld
40W!l. !ram " f)1all!l8 lie showed em tb8 ov.r~ay to . pazk~~i ."..
OYeZ: 11\ anot.&.r lire. Cwh:Lab . A\ta.t~ay Pre.lly a.mticatcA). W1a.~_
't1\81 wcu14 like ~1m to 10, AttOz:ne7 ftDIIIJ.,. c:~._.., i. if DIiI
~a .1a~O aft .r.. aDd 'he' .eu . ~ld,~ a~C!e tnl'ell' lle!!'l'!!. be aaD
=ve a=0.8 :a C!Ou,pl-, a.e rova o.E p'wlU.AQ' 't-O 11Iet:. intoo thia't. pezld.Dg'
.l'aes. ch.1E1liIm atao~ ~keil "'''..1:. ... tmczon,i:~11ea, He
em;hiLaisc4 thDt:. ;1..... we. aa g,ncen:tzoo11ad l\lO~t aD.1S an 1IUxpeate4
1IlOv..a-' .
- 24 -
at 'd
~O~~L2V90~t 'ON Xij~
ssml NOsnGOH
9t:Ol fiH! 96-[~-HijW
~5/15(96.__._,1.,~~_~__Ul__~.30 758 3598
DeBARTOLO HQTS.
141 012/017
lENT IYI
: l-2o-1B i 4:40PM i
Boynton loft f~
n054274303 :."
'--..,/
"--/
NZHt1ft3 - PlIAn%I(I All) Z01WlCll BCWm
1OD'r01I ~C!l, !'UlJt!IIA
IOVIHIIR 'I 1982
..
.Il"-!!~ra.'1 PzI88 all' .a.14 ~~.Y' aZ'. GOlla..... .. lINoh .. ~b. C~4l,. t..
aDd mo~ 50, b.ea\.UMI of t.he S~8t.1' of 'tbe1r paU'cM i!l th1.
prajcaCf't. WhOA thllY' M" ._cme 1tlso .DU'ts their c.:lU', (feU ou.t: of
t.lw1r _~, ."ria wa.lka to 4!he bgil~<<. Wkat Att.o=..,. PZ:08sBJ,y lald.
tbeJ' w..:e t:zy.t.~g' 'to 40 .. ~ ~oa~ee the amount of vehicle an4
pedestrian fil,Q~I1gt tbot OC:C:Ul;'Q out. t.bare on t~ f..cUn; laDIi
~ll'III8CIi."ly '4j.o.~~ to ~ 'D~J,Ung. A large perc.~t of the
toi_:LR 10M opDr.t.w~ gf th1e ahopp1ng Qen'ter, At.'COZ'DeY IIrA..ly-
...... Ze1l lt~~ bon g:LOGC LR pa;r;U~. Oa~,. a.t peak per10ds ot the
y..r {'he ley .'ter ~nk.8iYinv..th. aGtu~"7. before C~1.cma8
lAd ....~e~), t;ha ana. 011' U.t:tl trill tiU U "tth Jal:'k1nlil_ Att.6f'1'!e?
. 'r11l117 lhawed tbe Memb!~s of ~he BOU'l!. .. .a!t! ftltjs.~ of the:
>>11'')(11\0 would OC!aut' otJ., it 4ay t:o d2.Y basil ffMl Il p01Dt: 'h8 deI1Q'-
noted .1D.to the bu11~!1q. U someone ~s up.!lee Ud c=aamo~
fs.n4 a puJd.l1q. .pace or he C!0Jne1!1' itJ f.r:olll tM. ed ad.. CI&tmCt !tria
. a 1118ce. At.tot'nel" PreSllr show.:! where"b. wo'a14 be .1"~1&:"1d eo ICl
all 't'htt 'Dr ,~D t.:n8 ems, 'ten UO~. cd eame k~. lIi1cewlae.
1r bl!I cam.s in trail 1:.1U.. iUr.ec.iallt ~... .nocer space Oft:: bII-l"e
~vo rowa, At7tom.,. .......:1.1' po~84 o\ltvwh8l:ID bel wo\114 aft 1iow
aome 1,lp here. e.a4 .l:WI ~t. ..... oae '..44t.i~,l CJod:L lc:-\; pcIa.D.1:.
"1e~ 'toile ,-4aat.ftaa. J.a .... I!rI!' Ill". ~..;i.aa.1 to get. iD.", _be
aoeeaa points of the mall. dad~ llfae.r Clomaftt.e4 t:.b.at. t1\ose
ILOvemlAta aN >>ftcli~"le" IIftl!'ltt\e othu,_ .t'~ riOt:..
Attorney l'relaly .ai.ci there are Dl&l1Y 'ifU, I'OU en .look a.t it.
He 'l;:alld attent~oD' to' 'he flot tblt the!' have a.1V1ded these
area.l u,p into 'What -they oonl.i.4s to b8 aa optimum lit.uat.ic:m ..mera
IQQ. do DOt. bBve the' op~on.lmit:.r Qf a0JQb04y eutt:lnq clear aeros.
~be" 'th1nliJll. '1'he 11lDttt '1:1I8y CUI cut aozro.., . At-tome,. ,r8s.1,.
PO~n"G. out, 11$ emc or two or $8e.;PI ~X;i.n~ ~ at ODe Ume.
Cba.1~ R]'Cer was il'WIU'8 e.e 't.1mt!. W1t~..tl')e.__tNZ'tI Rap., M'tCl"DII7
h'eas.1,. H11S J4. u..' _s.v:l.dual ccme..' -in here, pu'~. 121 a piK'king
.~.ce. t:.his'nqw.res 1:.'henl tb'~g~ .~~ QC th. ,.r-JU~ space. .!
W1~hoU't ~O'eur!t .~.. if .. c:a.r c:0mt=~ .. ... ua ......oa.e
18aV1!lIl 1n frcm~ of b:Wa,# At~ P.N8,:a.y lboweel whcl'. h. WCI\lJ.4
._ u. O.bl'~~\IA1~f. ,t:. P1&l1. .uaiV'* .~up' ,and dz:l.1r. clirec'l:.ly
6\1t. of t.M pUk1nfJ !Il2aCl." where b. 11:1.. Mottar viI1b1!:Lty.
. ,
, .'
Chail:l'llA RY4u: ;PO:1Ate4 out bl'lllt. ;if aomoozaG eollSl up that J:Q.4,
he 'WCU14 n~ know that ya, CQD. 40i alli he 'WOul:.cl 1q1o\( 11 that
109 baalc out b1&t 40CIII DO' Dov that. IOJlll!'boQ" CIA al"'p t.h~h
and COllIe heU' filllt. Mr. pre8a.lt 1&14 iii 'M' _:U.~ the po!D't :l.f
aomebodr WU Retia; up ~ C'ha.:1X'm1'A Ryller 1n'terruptBd ~o u:gue
~1Il1: ~ pOlllt 11, tmJ' ue Dot cO:U1Plata1y ~;&t;r:olU~q tra.:!:fi..:
1\OV'GJIIml~. AI f'l" ,. 1:118' JI'8r8 eVIlGomClC. *. Prelllll,.. v~4,
t.hey '"'~. QQD1;tv.J..a.M :U: _ tolf, o.f..~ ua4 .ae. operat.1nv ]111'0-
'C;QcSw:ea f=' . Z'.....M1 _~1.
Atit.odlllY P~...l'T ~eE-=~.a. to the :taint:. ~. Greao made anI! aQaLD
aaLd t1'l&'t ~, ha". 4B of t:h.l!!lIse GJlfillrat.1na' ceneers a;r:G\U'l.d. tbo
~OW1try. Be ...14 tba:b; lIIXPer1eDc:e' bae been that where -theJ' 1&&va
;l.l'let:..,u'ei QV" .tap. ta. ou,= ;pI"oj en.., th8! haw Ulle3 th8Jll DUt:. w
1o.f:1:onwr Preaalr e4v:S:.s_ 'thAt Mr. (lreag bad. BOdlI C)t1\.~ cor~ljpon4I!!lDCI.
U it r_L.t,., 'to t.b,eu insUrant:. ClIJn'ier lUllS ,.bc e~r!.eIIe.. -.b.y
- 2a ...
r'o
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-'-:""'- .
!t 'd
EOEvLlv90Et 'ON ~j
SSm! NOS{)QOH
Lv.Ot OHl 96-ta-HVW
05/15/96 11:22
ft1 330 758 35~~
DeBARTOLO HQTS,
!OJ 013/017
SiNT BY:
; a-20""" ; ':"PII ;
BOynton Sch f~
'1O~4r14,oa;112
--/
-\...--'
1CmrJ'ES - ~ma Am) ZONIllla BOW
ROYN'fOB 81:Ac:11, P~QRmA ,
50V2HDBR 9f 1982
~a~ ~..lt'" ~ 9_be~ >>toj.~.
~.. Greco aotecl i:.b.t Mr. Mn\1AP.q 8u4 .,.~" tbo7 .'tU"tcfoi!"
anI! he laid .lfte;- ~hey .tarte4# i. t. !t: nO'b . ma:l::tR- oi ioU.If.. b.
do.an't. even Jcnow l1QW IIl1KIh thes. thi~!IR I!!ce't - it: wa. 1\0 ....Ii d..l
in bu114~nq iI ..J.1 ctf t.b:L. 81... Wha.t:.. Hr'.. Grec:o _~d. 'th.
!loam I!I8Z\11)8rt I&W 1lU1GYcl 11) t:hv. 'WU Ue c'tl1Dd.aet.ion 01: th1r-ty
yea.. o.f bllL14~ t:be,.e 'lail)'i*' uel t.~Dl b~l t mo~ than 8Z1ybod,.
ia ~be "D~14.. Ae be .80:&."" tlefOre, _.' ~eClO l:epeated that all of
t.he -j~ 4epiU'~. 'that "iI.~. wil,th 'tMna &11 QVer' 'tile oountry
eOflt:!ur wi4!h .. it s.. be1'1&' .Iou. ~. CkoiOQ .Utecl "thllt they dQ
p.ot wet to l!o .c::aei:hia; ~1\;r.~ h 4u;'el'01to.' lSe II d.c! the C!, tl'
may feel t.hat the ot.har -1" 1. tettlN' l::...' ,be 01t.yl. op~:DLOIl
.DUl4 :be' eolifUat.iao wi'th t.l:la ajcr bui1c!liil~ .:La, tb.1iil wOl'~. of
this. t:1s1n;'l, plus eYery tiajQZ' bpsrtlll!!Jlt:: .tmre that is 1:11.ult...
, 1U'.. QNee zei.t-eated. that' this ft. no't . 'su,q aetsr c.r a
81l'laJ.l cell.tor. . 'tbeJ' 4u1.;n \hem W. val' oil P\L1'po.etf aDd M..
113r.co sa::Ltl 'thl' ".ut WQt p'liI~1e backug l,lp. ~ \ll.iU ~bGt
t. "the mo.1; .~ven. movcneZl't 'yau ~1Ul ~.; ,aDO' ur. t:af:U.c:
8Jl.9a.Jle.' ~:I. Cl0A4:I\U" .;1. tb t.1:lil1:.
h A~+.o!!l1llr -:prs..1J' polAtea o1lt., x... &0-1:0 said. moat::. ]jlC:0Ji18 w.ill
Juk u cloa. t.o ~be :mall. You ou go 't. aAr ., tlh_ &I\d .ee
,that.. ME'.. Greo 'POiJli'he4 out: t1w. t. vid~L.lL~J' .i. 9UT good, aDd.
Y01& OAQaOt C:lIt acrasa' more 'than tlu'1l. O~ Eo1l.l:' 1aAe. .1; a t:Lme
the' way it i,. Dullt., nay 40 ~ot WU't paap.l.' driving arcuJu! :iD
Cl'uc=le. and ..1.1 of 'tM au. buDcbec1 up bJ' tbe buiJ.dJ.ng w!2ere
J;IIOp.1.e Willk ac.-o.. 'ami that typa ~ ~a, Mr.. GnQCI continues.
If the, were blv:l,Dg A' ttM of prcbla ,or l=ethin; w1'th th11
1MB; I Mr. Q:eQO .aid tber WO~ ahan~ iii"" they are dea11n;
w.1th . ;rMt any PMPle, aDd the 1Nlurance aQllt would bl
astrcm_C.l. M. '_eea l:Iad an Off1ae".1.1l the mall fo", a~oIIii:.
COUlr .,.ear... :rhez:e '._ n.lnW: 4IA .QCJ.4eD~ 1~' that meu.. TDe!' hid .
5.000 pa,t'kiD9 .puce. ;In Uat: parti.c=ular _11. &V. Gr8QQ repvsu4
tr.I'Iat. ~_y do';f,~ t;1U.1I W'lIIt' bIco.uae ~b.q t..l ,U:, U ebe ~1li'G ....1" "
so it..
, Mr.. Creca U114 tbe geaaili 'they u_8d tbur i~.a:r:.aee ean'~.~
.0\&" W.. !he ~ of' t.ba1.r IlDginae1hG ~Ulet. IU'cte ~
the Cbe:Lmu, of 'b8 Boat<< of J'rd~ I. IJul1 . CclQagy j,n Ohio.
tit aRlvel;. nilati ve .to lrimw;ler bloak.. ftl:
t'bi. !. h ~._o. t.e yOQr ~~ eoa.CI......~ t:.h. \1".
of bua>>el!" bl~k. (vb..S.olt U. <k8CO ._p1_1* ware aurb
.'tops) 1ft 8hopJ1inv cenec.. ~U']d.no lOts. _ recommeaded
acalD1lt tb.1r U8 ift 1971 (1Ir. GncCl '&i4 th1. nil to
their COIIS~y). .
As you U'4I' lwan, i.~ .Wt1cm t~ 1su411nq ~e DeBlrtola
.~un.'t 8lllc. 1'52. WIt _ve hatlCi1e4 O"-bN' 'IQjo:c'
.bDpp.nv eentw OJera'UoPa aroun4 'th1ll Vnl:ted 'ut-e..
hgi~nq in kh. lU.':4le 19~~e, we Dot.ri t:.he upeara110e
- 26 -
I
I'
'I
. . ........-_.. .--
GL'd
EOEvLG~90El 'ON ~~
ssmr NOS~aoH
g~:OI nHL 88-t~~~
05/15/96 11:23
~1 330 758 3598
DeBARTOLO HQTS,
IilI 014/017
liNT BY:
; .-aU-81 ; 4=42PI :
aeyftun 1&" f&JC't
1aC542'1UOli'"
,-./
'........
Mlwm - PIrAlIlfIHG AIm IOKtltJ lOUD
BOYN'l'OIl 11ACR. J'1.0lWa
9CVBMBD lJ. 1992
of ~wo Dew kina. Qf Q~aima ~Q ~h. 10ls front we baa nevSE
...' ~ft.. TlleIHl t:wg IWW ~a. of lo,selS n~ direct!}'
....Q'i~u.1:ule ~c 'the ule O~ ~\U'lSle: D10ClX.. aDO t.lJey were
.. !OJ.J.cnral
(1) ~~)'i.k tlrinn9 D'I.;s' t.hCt'ft an'" 4e.mafJiftg .ires
and un4.~ oftrriage.
(2) iCKUly ~n.j~3;;1e" from b'1ppina evat them.
Our 10.. .~ati~t1a. 1ft41~~ the fol10V1aq cba=;. 1ft
...erteDC!e Ul ~~ 'tlll'ee fIlBr pU'1~ mDil1:oCl:'ea,
, J:a 10&'7, we ha4 alii LIl.:r.... iLa &lI1J.MO tJ~gag.o of
~h... tbi~., '
In 1968 - . it' ~~.... ,. Dl.~..
Ih 1959 - . 39. iDar.... ia cl.i~.
IB'. CJnc;o Ida tb.t wall f:be QOin.t where they l'fr~CilalllCQ4ed tbat
curb 1I1:0P8 1:1.- d;tSQ.Dt~r.'QDi. He ~=t.a out tha't 'lobi. t. a ve.ry
lUi' iD.1Kan'ge carrier.. It. Dot Only GO'V'RII tb. but o1:he~
people. J;J:. ri8" Of ,,,,,-e. they lCriOW a4 thC!lir 11i.TiIrBZ1CB e~!lY
'e1J.:I.~ ttJem tlU.I, &". Greco ..1d they ~o)c; tl1e eU!'l:l Itopt OU,"
of 'tbo to. cat.ers. tJWJ' 'had. ~em: in 00= 'Cell.' or twelve J81lE'.
avo, Lac1udU3.g .rtW'11 large nE1p 'CBDUC'a t;bIY bad, unJ.... theJ
Yen up aglla1A.t ~ .;14__1k D~ ':l builtin;.
1CIr.Qw1lag to1U., i. \1Iey 1.Aat:~l' a-w:b .top., ~.u t!.mq. an ....
to, ~& ar.CD ~'L.'" ..__" oC t.!;& aoazoO.~' 11' liIOIUIIoae U'1>>8
and brel!u their !leek or eome1io4r laiOftlt. ~. bDt.i:om df tLt\a1~
oar CNt. 't!J.'.o.1'Iey u_ a l)toblem HcaUtl t'MY 1mov it. :I.. a.at. tho
thing tp do. It 11 aet. proper iD ~"1'. PKUQUlu th1.nq. *.
Greco Itree.ed' that ther W8Z'e QOt hel's J.n coI1l1.i.r:t .. er1 t!zdng
tbl C1tJ' I pr4U\lua. or .~t.Mn, of 1ihat mrtUl'e', Ie aai,4 the
City'. lM'og;: cou14 '11M haVe tie-on 1l.1.CJ81' to them ~ ftcrythlDg
tl'lIY DaVe e. 1tI'. QraClO Itate 'tbey vere abou~ 1"!Ii!4y 1;0 go
lAcS YNW ao1n9'~a go aayway' em J)8c:eml:JeZ' 1.1'th. Kc repll;~~..s. t.'hai:.
~1:HI;r h;L1; ...bf.. wo.= 'U'cmg ('tbe ~1K'~ atoPI).
D. Ql'C!IIC:O ","D ..d~." ..~t::&"~iOA _ t.he .taft ".~ ~q have bad
-thint J.ue o! ezpeJi'Lenw plUII" everyJilv4r' 'tll&t. t.hey 11&- asked
the CU8UOJa oe il All _II'"' ;La :Lt, tout. hU saiet this. iIlelucUnQ'
~UlN La .'WI' Ie, iAOrUH 1ft o.\aiu t1\II pH-II t.hat!. the!, have
'baa f:.be.. tn. ICJ:. OntdO 4.t4 DOt )mow what. .1,. they 1JOuJ.d. say
.:lleept. they 4id ~t feel it YU r1Ght.
..cji-et't1ll8;,t, ene1rmf1u ariK c:o\l1d flOt .how Ml". Gneo cany
UUW~.. o~ _hu_ tbey ~Q 'th1B. All hi f1Z41 1& 1;);28 pa.rk.:i.D~
.tripll ue bI.\l1; U184: to, J;)I t.~~B.d., ZXl~ to park. 'l'Ml!'
~ aver 1:to, ~d Cba1~ 'aycSer rmv.ed..<<. "!"ba~1 ~ D~ ~h.
J.nt.ent, ~9 L~, gf't.he p:=1d... .",.11' ~ ~Uf sta11 vast
.i1lot.i1n404 far 'the GU 1;0 ~lt,. tlu.'t wi'tb8~ 2!lY' bar~ler.,.. t.'hay are
j v..\\ "I" a.. ..oa4wa,. y " '
.., 27
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5o~nton Sc~ fa...
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smm'ftl - >>LAD'tNG All) iDlntci BOJUm
BOY1flm1t BEACS I J'UUtIJ)A
~RMHIR 9w 1992
Mr. Greco ~eplied tbat. t.bBY vu~ people to 'tz'aVerSI bet:.weeS\ ~h_,
o.Qd tbCIy do .~t ou P\lrpo.se. They dO:t4 t. 'QI\t 'the pGOpJ,1 goftloljf all
t.he way ar:crwul, and tM!! de ~ot want:. people "RVlcJ;a.g lIpt cmsirman
Ryder retorted that. i:bay !)ave e~' i to 4oW, 80 101\111 ba'YC .1 \ l~lI\1 te4
:bKw88D. tbel,r ~iI?U'18ct". IU1.PI. \11116.1: ,~.. ~co 'If" aaYlM' WG'
1:.bel't tbe d.ty 1f'111 'DO'C :ace ~:.. par1;:tau1'u que~J1u"on proktabJ.:r _V1lr
aga;t.ft m ~,J~1lQn ~ *. CInIc:lO ~lItaad what Cho.;i,..,..,n Z\:r1ie;1;" WCl~ ."1"-
iDQ .~ ~ he ....1iN~. 11. ~~etl4ivc: ,"0 40 ~!;1 ilJv.1:i be po.i.n'.. (Nt
i:.'h:at. be ..,.~ Mil. go~.g 'to aIIo. :1.\ D9U... MI'. <1...00 pz'e4J.ebec!
ftCt:b~'a4 ehi. ~I''' prohablr 'WC:I1l1.a Nt l:n:d.li=: 01' iA the -=- fa.idea.
S. said t.be Ci'br eaU14 ao~ vr-ite its Or4inanc. ~ acaomodat:e
'tMm. ~.O"WI' 991 of! ~"IerythiLnG el.. they ~iLQ would be wrona.
N:'~ arllCQ c4'fU84 tKt tbe Clty W. abBolutely OOZOZ'IIGt. 121 mt'3st
,cruea. a. .'.-':04 Hemberl!l of the' Bou4 that tb. app11C!ants would.
not: ~. waatiia.g -tbek t.j,me\'t~il ,ve=.1ng 1e tbCJ' IUCl no, (eel ell!..
was 'U'_4u:a4ou.l.y ilQg..."ant;. ~ 01Ol\el:' VO~, !lr4 CIr8ClO ..11S 1.f
tob.e,' ;lmrt..:U, g..tr .~pa, Imcrril1g .e't 'they knOW', bannw h.a
~1=e. ~ ~ year'_ I cQOE"icncc: 'll'U;b. 1:Jle.. over t:Wl1w ~ 890,
&Zl.4 'M.Y'iDg bad 'tub Ullm:'I!mC!1!I ...n.s..e ~ellil&V 't:h8l1l ,. ~ p.t
''Mf\I 10. tb.y too:Jc 'tbesu OUit: Whore e.uy baa tl'UNll. *". ONce
NI'_~8a t.hat t'h.r Dew f~ t;h1rtl' raarl' of .~ari.!lee it is
.;afAr M I.D .tot Aoa~17 '=.be wa,. 'l:hsr a..8 a.cd.~ i-c. !!van ,.joZ'
depa~t. .ara 111 the tJn1t.ecl State. of' AbIetic., knows t.bat :b...e4
O!l t1'lA1r .~ea. . .
~ r...OQ IU'. Groce .aU ther~" someYba' e<<~t atlout;, th;l..
tb1lUl ,va. tbe1 h&to to pQ.t o~1; .=15 :L~ tIO..ouse t;bey know m,;
is going to happctb'. POoDle aN ;o~~ to tr1p over: tbem; tbey
will get law.UL'bI, aDd t!ea. 'tbeY 'Wil~ haW' \0 1011, "The C1.ty
ferce" \II t.c ClD 2.t.11 Mr. ~ca 14V11ed tm~ w111 a . problem.
IU'. GreClO .1ao 't01G ~;11 vt t;be Bovd toll.!' liaR luge.
meob_~;..1 nee9:1.Dg QlIJTlca ..1;. .~ ODe 'O! t.b01r 11IIo11.. I!rh~ 44
it em . trequc:D't ba.il.. ),CGQuac "be2' 'hove, g', '.. _i4 ~~
~h1f1li. "'bell. PAPl', etOol t.hai:.' 'Dl0W1l!. Yea. aa=o-l:. ....., 'bshin!!
.bem ,,:I.1;h a !u;e lnRI.ph" deYi.ae. *. Q20:eoe lIaid ,it wall alJIIOlt.
impZ'.O't.~?a.J.. Ie 1:ba't: A' 1. may, ~""" a ....-"1 i:hin,.
. .
l'Gt'. GreCO .tate4- that th8re are. & number Of 'N&50D1 vlrj ~.'I . .
th1nQ'1 are 41u1mebt&J. co a oeate of t.h:i.s 'tfPG, tlherel:'/ly j,,, w\l1d
not =e a=11o&ld.. to U~9 .1_ tha.~ the C:L.ty vo'U14 ClV1!!~ laC
..lead 'o-ao". Hr.' Gtftao CU,4 DQ~ w111l\ llcaDGrS ot ~. Jtg.~ -bo
!eel tHY ~. IUIJ war ~:LUc,l of ~'t. G.ity'. Ql"tiIl,.... heGa.1&..
It was ,p&'Gbl.bly au of .. a.to 'b8)' bcI.~ eve .-, '-\&t. io4l. 'AI
net applieDl- t.c lo.'thi'Dg of ,.b1e 1I.a.t.UZ'e, _e _. ~.da said U:.
1I11O'UJ.4 ACrt. _.
A8 .,.. e. ,1M 16f!aa1t... ...... Ib'. LiIl'Jull!8 ha. ,bee= tD.'Volve4
.....oaa~t! ... a .1!~~1. 'bit ,f!ft3D~1.11r !~ . rea.~lY opened
.!lopp1n9 e.lleer _ ,. laJ.a t1lree' >>tOplt have be!DD hurt since the
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liNT 8Y:
; 1--21H18 ; ,: U? ;
8oYn~on I~h fl~
, BOUIUIQlII15
--."
......,.,..
MlHUt'ES - PLA1lIN1NO UtI 1II0lU1m BOARl)
ICMtfOR BIlCII, .tDl.:tDA.
lIOVD1B15K " 1982
~
DpaDJ,n;. ~. L~ua b$Uovc4 ti.-wo W8~ La tlhe SaIIl8 iI'OOII\ ... tb.
bwjl....,... - OIW wi~ . ~OA 1119 anci "M ot:hAzo v.i~h a brokl1l11 lmee
GQ. Be ",014 Ch~~ Rr4- ~~ 'have th. 1n..uII;per .~ps. Ia'.
UU~ was al!vi.,d t~ ~t. 1:.he cont:ract; ttMeb bboy hact to
_i1:1~ u.4. ~ t.he MZ'kinQ' ~ot c::leu 18 cpi1\q t\1l ~~eue III
of Dat InOl1th. lit YhalebearteilY aq.tee4 vitb Mr. Greco aDd
A:t~~rrsey 'really.
,
Hr. r4DJCaul .ata lle 1IDU14 II;NlI 'CO ggmt =- v-:a'l"f..- n!IlpII1ii, l1KVine' bid
pielaD.1 expK1enee Wl~1l i~. 1d.tb 4'00 ~~ apagco. tk-.
L:tnktmB, ilgr8~ t.ba:E'C' will be a I.~ of lawuit.s. Hl'. GzoeUCil .1;1&111.
infomle4 ~U 1iOa.J:'4 HemIbe;r:" ~&t;, ."11.,. ~a. ~rom JO-' to ~uu: i.ncr_..
A.a tlhIr.. yea_ on ,I'llat. i:u't. on. 1..U., .lid -t;b.. juat. cou14 :aot
a..ell ~q. hav. tM-'t ~W-a. tf! d8~ put; -tbem 1n. fIk. lIE'iHlCl
..14 they wen ~u't'tU&cr tb6m 1.!\ &s.m.ply beause t.he Board 1. a.yin;,
IlYOU 'tlaye t.c do it. It Ik. G~eCo If&.I:'ZM thl lOard Mllmberl ~11J
wouJ.4 __ t.bt Ci1:.y . pany t.o till prOl>l_~ Be SUG. tbelr
Court l\eporm YIB there ~a.1ght fel' WY au r.iIllan · to :k~ow
tshlLt be USl'. Oteco) 1\1.4. tb. p11:Clb ClD ___U o~ t.he calDplKQ' 1;.lJat.
thai 40 net. W.~1; ~bJ.S ~h1nfl' "tk'. Grace ~.IJi,.... ~..~ ..., DC""
~'t 11ii)1ll.-' .~ b. 1l~1~ .aU.. 1m lIomeWaia, .. .tl.is uatmre
w.,ich y,U.l nc"..r oo~ ia i:ho Cit,. C'f ~OD I~uh aC:D,1Jl. he
WI""U. .." .HIIIUi~. I.~ .b~4 ODh1'li~ rears of e5JilCl'1.ence (not.
lU.& bu.f:. t'h. C!oll'paa?l. and ,all o:f! 'hi obber people tbat. t."
1nvalve4). 1Ir. mreca did Det a.. bow .they coull:], uQ'U w.t.tl\
~8dllra'ta4. A111ed. IUlC1 t.he people O\1t ~ Ya.hit2Clt= i:.ha1ii 40 t.1'I1B
research "go tu IDA yea&' out..
Viele Cba1nIIID W::LntK -VX'U811. Be 'VD-S fam111i1r w1tb 'tbe ralix
ShoppiAt OIn~.1' belbe mo. a~'t.:r. n, bGe i,9tt:aD to "-h. >>oi.t:
WbIN. Vice "Chairmn Water aatt. ..ct CBl'e 1;0 va in ~h.U'o Uy _nil
with tbe way M u.s to Ddw park. lie ... ..1110 ~n]d.D' ai the
~ C8Dt.~ 2.. aocla :aa'tGli. and. 'ba' coa1C1 JDe. .. 12:1.11 Wife driv!DC1
t'he length of 0_ ~G" u4 ce_-9 all t:" .aV' back la aga1n fgl'
. pturkLn; _p,ue VIaoo'h :1.. a1A!li.. ~ 'tg tl\e ~tCtr.. I JIlt. 1fande!.t
ICOIl\mllllDt..s i:.ba~ by 'III .u. .'he v.ta there. it 11 qtme. V1a.
abaLdIAA WL~"I' ~oqht:. Membes' of +.he Board show,d a&tr8.8 them-
eel,",_ \0 4dY UIIIN.I1't of Ml'ld,.... .DaCes u. uy Jl.Ri.=u.lar &hOPJjl1nv
ce..ter. a., 1l&4 Y 891'_ w.i.'tb Mt'. .GeD, ~'b lA (!.rtuA lbOpp1ne
c:l8J11:f!n wbere yc:nl -7 haft o~y 20, so, 40, = 100 spac.., Wt
..he~ YeN ue 'a1UD; atlo\n: 4.000 or 5,000 8p&cea. J'OU ue ......-
:Ll\G yourself to .GHIO'thS,b(l at1reJ.r 4Uferea1:.i' iUJa. M weula DCIi::
wat tD bYe to 4r1ve.
IIIr, Maut-i tOOu;ht VIIa't ml:t~lii..llJ' would 'H ~. b1"gest. JlrQ~-J
'"' 1:.'hO\1'C. o~ atKJ.p., vu if thctr ." ae4!. have 1:.hOH ~pt!.1f!r8 ~l1,"a ,
. .1 ~ 1JQ'G14 .. lJ.k8 .. .p....:hfay. Vif!e Chaizolllll1 lI'int.e1i nznU'Jw4 "batl.
baa. a.a't.ld.... ~ ao wii;h it. ehaimu. A\'U:' oa.11i c.l\ey m1ft,imS.ze4
'that: Itv 4oLm, 'I_to ~bQ 414. ~. K&1IU thougJrt:. t:M.t 'ftB a 'biV
.......
Hr. LlDJloua not.ed tIaa~ ~'M appJ.~~ta aqred -;'bat 4011\1I1.. .v~iZllJ
11 all 1i1;bt. ...wee! 'too'~ .heY' wel:$ lOO1li.lt'l ..... pMbably
'47,00D 1:.0 i!l.a't1l11 t.h088. \Jlt:.11D1lte1.y. 1oho ,people 1l.ave em pay
I
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"
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SSOM NOSOOOH
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05/15/96 11:25
~1 330 758 3598
DeBARTOLO HQTS.
1aI017/017
a~NT. IIY:
; I-Iv.la ; &:&lPl ;
UOYfttDft ~." t~
nlll4ln41UlilflD
...-.-....
.,....
. HIHml .. 'I.WI%MG MID IORXNG JONm
IOYI'lai :AIMS. :PtDlUDA
IOVlHBIR 9, 1982
1.
t.1mt. 1n nm.t, Hr. LLDkoWl a4vj.eed t.h8 BO.rCllICGe... k 8111.4 tab.,-
bava to pay ,,1:. 1n IIbCKtl!19. HZ'. 1l1nROUS 1.4t!e4 C..~ _bQ baa 12
bumpe~ .~OP" lli:roken. wbJ,cl1. bave 'CD _ Z'....lacM. 11.114 ts.lia. vall 1m.
eme _..'it'. tiraa.
. Cbcd.zorIIC .,_1' QO'C4f4 tlwy baa tw .1$s::uAa. M8 uka4 if Mr. Greil:!D
had ~i;Ja4l'.~ 'tbe dauble l'a!!lttltl 1!.L'l4. 1'U'. Qrecm :-epl:i.ed.. lIy,.
-:1.1:'. Meause' X woulb1t, want. to ar;ue t.ba~ on.. !: ~1nk you'd
via.. II ' . .
... AIm'Qnliato Hv11e4 tMot tho pv.bl.ic bcu-1=; IhDl.1ld QlI opene4 t.O
the !100;" blifOl:'e 'tibe %IOt1oa. CMl~ Rr4H" &axea if im'fOrMI iA
t.hI: e.\'I4ieQr:$ wiLshe4 ta QGU 11l favor of t.N.I. Then wall DQ
n.>>Oft... Cba:l:Z'l!Iim Ryd.e:l:' ..liked. 1( .nycme w~b=G tog .peak in
Oppa_1t::LOD 'ta 'the parking l.gt Tmfoianc:. ~ClliI\IO.t. ~.".. aD
".W&l..~ ..
lI_foll'8 .i.t.\iS.nll lo.M. Jho- lkeco 1:lQpo4 :no ~ 'tOok ~hil a. lib
arf~QG,1:. OZ" ~b&t. ~r were .r~Q" !Ill '~II8d., l~oU a11 have
IKalln jut S\JPIr .. ~lWI BalIrd. and yrJu :mgW :lOll have to R QGrc-
ful. ..J)81:!1alll' v1Bl. }'0.1 ara deaJ.1M with lSOIl'ebCIcly larqe. -tbat 7011
40n I t. treat; tb.m IJU" 4iffe~t:l'y, t'haD aycn.e els8. We 1,l..~tl'taD4
~~t., pi ce1"ia1nly, we 1fQulI3za' t:. .rQUI tb first. pa~llt Yltb "ray-
body 111 th1a C1tr >>ecauam.78U have been- qru-c. .. ue laok&A.
EO%War4 _to being !Our DdCfN)Or I ace. we just feol I!IO at.roAQly aA4
mow :-01' _ Ian t:nat -Ql'U.S 4&8 the tl8s1:. i:.f!:I.J:a~. 91l~'. .h. 0t'111
nu. we,,.. !Ierct . ,to . *. Gneo told ~It. of t!.he 80.1"4 ~~a~
carmaD .\rmunzJ.atg, ~'tt PJ.ur&o:', . voui4. .:i.;l.J. tJI,_ ~I\ on au ef t.he
ftbel' 'tb.:1I:15J'D \her ~kClll ou.. 1M &i4 e..,e&'foJle Wtu14 be coppin;
~r. iD ~__ "~- 18 mDQ~h..
-1M ~. recoao.l, eu.a. ADD1mliiat=e. C1t.Y' Pl~Ur-, wi_bea IU'.
Gl:'eeo t:.o qalA .n:fe.. .. t,- double IU'i>>c4 parJW:aq '.tall'
Dl'Uftlnmt. ana. whether or not. he wal officd.;.lJ.y requesUaf ~
... II., 'Wlt~.aw- Mr.. bick IntH:l. Vice 1Z'..iieDt, 14w=cl J.
~U'tolo Corparati-ms. R'PliN, ,lll'e off1.elll1f I:eqaalt 'thZlt. t.hc
I daubl. st.ridlDO 'be vit.bc!ralt'D." ."
I
'l"BB POBL:tc B\RIltG 1WI CE.OISI).
N%'. r..:I.Dkws IICtM4 to ~u't toU prlUng' ~ot. VU';i&llO. Imd 1aO <<e1et.e
,)e l'8qU:LZ'ellllZrt tMt. eODClJ:llte cun 1Iq. lle uun..U.t.. ng.
Ch&i.maa WiAter ",OlSGeCl. ~be 1IO'Il,s,cm., ara4 _h. IN::lUaA cerri'" 6-1.
wit:.h ChJ.~ ..&" -.ot.inv ~iJi.. t=.!le aotoa.--
" ~ 1\,.... __~ ~1I. _tire' r:!1.~1' ataff .h01114 bt CCIIIIIli_Zlt.eO
an \;.be iotllputl tJa~ pn"~ tM IJO&IN! wi'th 80' that -they c:aulQ.
Dll'iOCl 'be Fopeao ja4pe1l't. zmc! recammedat1.cm. to the CDum:11.
U. i.a.q1~ua4 ~ ~i~J JllalU'ler. all C1i. thA ~B!" oJ me TGC:ltt11c:a1
bV'iev'.BCU4. an.d. th. eity NanagU'-
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fa] 001/017
DeBarto 10
DeBartolo Propcrtic:J ManaaernoDt, me.
7655 Market Street
Youngstown, OH 44513-3287
(330) 75g~7292
F~ (330) 758~3598
FAX COVER SHEET
PZLANNING ANO
ONING DEpt
Please delivcr the following pages to:
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HODGSON RUSS
ANDREWS
WOODS &
GOODYEARup
ATTORNEYS AT LAW
c.e. Conahan, P.A.
Partner
2000 Glades Road
Suite 400
Boca Raton, FL 33431
407-394-0500 BOCA RATON
407-736-2177 PALM BEACH
305-764-2440 BROWARD
FAX: 305-427-4303
May 15, 1996
ill
m@mnw
MAY 111996
VIA TELECOPY
(305) 771-4923
PLANNING AND
ZONING DEPT.
Michael Pawelczyk, Esq.
Josias & Goren, P.A.
3099 E. Commercial Boulevard
Suite 200
Ft. Lauderdale, FL 33308
Dear Mike:
Rl;'.
.... .
Boynton Beach Mall
Condition Deletion
Parking Stop Site Plan
As you know, the Boynton Beach Mall Site Plan approval is
scheduled to be heard by the City Commission Meeting on May 21,
1996.
We recei~ed the staff comments and conditions and found
that the staff is requiring parking stops for the new additional
parking areas. I enclose copy of page one of the proposed
conditions and call your attention to condition 10. We spoke to
Bill Hukill and advised Mr. Hukill that the applicant had received
a variance to delete parking stops at the Boynton Beach Mall. This
variance was granted on November 9, 1982. I enclose a copy of the
minutes of the Planning and Zoning Board meeting at which the
variance was granted.
It is clear to me that the variance is for the entire
Boynton Beach Mall site. Mr. Hukill indicates that he cannot
delete the condition unless he receives your opinion that the
variance is for the entire Boynton Beach Mall before he will delete
the condition from the Staff Conditions for Site Plan Approval.
Boynton-JCP Associates, Ltd., the applicant, has never
been required to add parking stops in previous site plan
amendments. It would be very dangerous to have parking stops only
in the new area. I trust that when you review the minutes you will
also come to the conclusion that a further variance is unnecessary
at this time.
The applicant requests that you review this matter and
advise City Staff and the City Commission that no further variance
A Reg;.mmJ Limited Liability Panllership Including Professional Associations
Albany
Boca Raton
Buffalo
New York
Rochester
Mississauga
(Toronto)
rn
HODGSON RUSS ANDREWS WOODS & GOODYEARuJ>
is required to delete parking stops on the new parking areas on the
existing Mall site.
Thank you for your prompt assistance.
:~:r?c:~~
copy to: Tambri Heyden
copy to: Michael E. Haag
60850
Architecture +
-, ill
@rnowm
ill
MAY 111I
Plp.NING AND
ZOr-JjNG OEPT.
May 6, 1996
Michael Haag
Current Planning Coordinator
City of Boynton Beach
100 East Boynton Beach Blvd.
Boynton Beach, Florida 33425-0310
Re: New Department Store
Boynton Beach Mall
Boynton Beach, Florida
Dear Mr. Haag:
The enclosed sample board for the above mentioned project is being sent to your attention
as requested by Rod V osper.
Sincerely,
(! (iU-jI-
C. Dustin Gibbs
kc
Enclosure
cc: Rod Vosper - Fax - (216) 758-3598
Job File
Architecture + A Professional Corporation Washington Plaza Suite 400 300 Washington Street Monroe, Louisiana 71201
FAX 318-325-9405 318-387-2800
HODGSON RUSS
ANDREWS
WOODS &
GOODYEARLLP
c.c. Conahan, P.A.
Partner
~"T' ,>."..,"..-,.-
Uuf APR i: ~:~ ill
2000 Gla Ro Alba
Sutte400 ron
Boca Rato ,FL 33431 PLANNN'GNGDEAptNOBuffalo'
407-394 ONI.
407-736-2177 PALM BEACH
305-764-2440 BROWARD
FAX: 305-427-4303
Rochester
Mississauga
(ToronlllJ
~
ATTORNEYS AT LAW
~ ~,
-(k ; ~ +epi. J~~ f
/J /;)5 P
April 18, 1996
VIA TELECOPY
(305) 771-4923
Michael Pawelczyk, Esq.
Josias & Goren, P.A.
3099 E. Commercial Boulevard
Suite 200
Ft. Lauderdale, FL 33308
Dear Mike:
RE: Boynton Beach Mall
I have had discussions with Mark Perry, attorney for the
Lake Worth Drainage District. Mark has agreed to make the attached
changes. I believe the change meet your concerns with respect to
the Easement Agreement. After your review, please advise if the
Easement Agreement is acceptable to the City without the need for
a parking variance for the proposed expansion at the Boynton Beach
Mall.
I very much appreciate the prompt review of the earlier
draft. I look forward to hearing from you.
V?7b Y?1-
Cormac C. Conahan
copy to:
copy to:
Mark A. Perry, Esq.
Tambri Heyden
Attachment
A Rl'gistered Limited Liability Partnership Including Professio..al Associations
--..-. ...- ~--
,
LAKE WORTH DRAINAGE D~STR~CT
13081 Military Trail
Delray Beach, Florida 33484
FACSIMILE TRANSMITTAL
DATE:
April 18, 1996
AlTN:
Connac C. Conahan, Esq.
FIRM:
Hodgson Russ Andrews Woods & Goodyear
CI1Y:
Boca Raton
TElEPHONI: NUMBf:R: 407.394-0500
FAX NUMBER: 305-427-4303
FROM;
Fran Cappell1ni
'll:U:PHONl: NUMBE:R:
FAX NUMBER:
(407) 737-3835 OR 498-5363
(4071 495-9694
ADDITIONAL COMMENTS:
Re: Boynton Beach Mall Expansion
r
\
This transmittal consists of !;even ( 7 ) pages, including this page. If you do not
receive all of the pages, or if there are any problems, please call.
Pursuant to your request, there follows the proposed agreement with the following revisions:
1. Paragraph 5 - .may terminate this agreement and" - DELETED.
2. Paragraph 5 - "reclaim ownership of any pipe salvage" - DELETED.
3. Paragraph 5 - .Upon payment by BJA or its successors or assigns of all amturts due
the DISTRICT for the expenses Incumld by the DISTRICT, BJA may restore the Improvements
on and over the NEW CANAL PROPERTY at BJA's sole cost and expense." - ADDED.
4. Paragraph 6. .and BJA fails to cure this default within 10 days after notice to BJA and
to the Oty Manager of the City c:i Boynton Beach,. - ADDED.
Once you have had a chance to review the subject document, please let this office nave your
mmments so that an original ~y be prepared for signature.
Thlt Dahnile nay contain canfldentlal ~tkln and Is Intended only for the addressee BRed above. If you are
not the inWnded recipient, any review, .....ion, cIitcIoIunt or copyq of thil tranlmiual may be prohibited by
law. If ~ haw rec:eMd this fax by mlstaloe, please notify UI immediately. 1banIt you.
,
RECORD AND RETURN TO:
LN<E WORTH DRAINAGE DISTRICT
13081 Military Trail
Oelray Beach, Fl 33484
PREPAAED BY:
MARK A. PERRY, ESQ
Perry & SChone, P A.
SO S.E. Fourth Avenue
Delray Beach, Fl 33483
LAKE WORTH DRAINAGE DISTRICT L-23 CANAL
PARCEL EXCHANGE Ie CANAL AGREEMENT
THIS ACREEMENT exearted this - day of , 1996, by and
between Boynton-jCP Associates, Ltd., hereinafter referred to as .8JA "', whose mailing
address Is 7655 Market Street, Youngstown, OH 44513 and LAKE WORTH DRAINAGE
DISTRICT, a Special Taxing District ofthe State of Florida, whose mailing address is 13081
Military Trail, Delray Beach, Florida 33484, hereinafter referred to as 'DISTRICT"'; and
WHEREAS, 6JA is the owner of that certain property located in Palm Beach County,
hereinafter referred to as "BJA PROPERTY"', more particularly described in Exhibit tlA"
attached hereto and made a part hereof; and
WHEREAS, DISTRICT owns an 85' wide L-23 canal property hereinafter referred to
as the "EXISTING CANAL PROPERTY" abutting and contiguous to the BJA PROPERlY,
more particularly described in Exhibit "8* attached hereto and made a part hereof; and
WHEREAS, BJA has requested that the DISTRICT (I) convey fee simple ownership of
the EXISTING <=^NAL PROPERlY to BJA in exchange and consideration for conveyance
from BJA to the DISTRICf of the fee simple ownership of a new 85' wide canal property by
8JA, hereinafter referred to as the "NEW CANAL PROPERTY- and more particularly
described in Exhibit 'e., and (ii) DISTRICT grant to BJA an easement for piping, paving,
parking, landscaping, lighting, utilities and Irrigation over, under and upon the NEW
CANAL PROPERTY, as more particularly described in Exhibit "'0*.
NOW, THEREfORE, for Ten Dolfars ($10.00) and other good and valuable
considerations, received by each party from the other, it Is hereby agreed as follows:
1. The facts above are true and corrOCl.
1
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2. The parties agree to the canal..ptbPerty exchange as described above.
3. Upon conveyance of the ~W CANAL PROPERTY by BJA to the DISTRICT,
~ /
the DISTRICT grants u!1to BJA a perpetUal nonexclusive right, privilege and easement over
the NEW CANAL PROPERTY for the limited purpose of constnJcting, Installing, operating,
inspecting, maintaining, repairing and/or replacing a piped canal, its head walls as well as
other improvements, including pavement and Improvements thereon, induding
landscaptng, lighting, utilities and irrigation (the .OTHER IMPROVEMENTS') In, under, on,
over and through the Easement Property, in accordance with the plans prepared by Higgins
Engineering, Inc., dated November, 1995, Job No. 86-10.2, furnished to DISTRICT,
4. The DISTRICT'S lateral canal shall be relocated to the NEW CANAL
PROPERTY and shall be piped by BjA within one (1) year from the date of this Agreement,
subject to extensions as may be reasonably agreed to and granted by the DISTRICT, in
accordance with the plans titled Boynton Beach Mall LWDD Canal l-23 Relocation &
Endosure Plan, as prepared by Higgins Engineering, Inc., dated November, 1995, Job No. .
86-10.2, and as approved by the DISTRICf (3 sheets). Prior to commencing construction
BJA shall provide the DISTRICT with an acceptable perfonnance and completion bond or
cash equal to 110 percent of BJA'S contraa price.
S. BJA agrees to maintain, repair and replace the piped canal and pay all
expenses there involved so as to provide at all times the free flow of water through the
NEW CANAL PRO~ERTY and further to maintain and keep OTHER IMPROVEMENTS in a
good, safe, usable condition and in compliance with good engineering standards and do
and perform all acts of maintenance that the DISTRICT may reasonably require in writing.
In the event 8JA fails to proceed with maintenance or repairs or otherwise fails to obtain
the" DISTRICT'S approval of a schedule foi repairs of the piped canal within 30 days of
receipt of written notice from the DISTRICT requiring maintenance or repairs be done, the
.
DISl Riel may, at Its sole discretion, effectuate maintenance and repairs and the entire cost
thereof shal f be payable by BJA within 10 days after rendering of a statement of the cost to
BJ^. Further, the DISTR.ICT shall have the right to reopen the canal, and any expenses
thereby reasonably incurred, Including attorneys fees and court costs, shall become a lien
against the BJA PROPERTY, and shall be enforceable and collectible in accordance with
2
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i
the laws of the State of Florida. Upon payment by BJA or its successors or assigns of all
amounts due the DIS"I Rle I for the expenses incurred by the DISTRICT, BJA may restore
the Improvements .on and over the NEW CANAL PROPERTY at BJA's sole cost and
expense. If BJA objects to this course of action by the DISTRICT, BJA may request to
appear at the next regular scheduled meeting of the Board of Supervisors of the DJSTRlcr
to request alternative action by the DISTRICT.
6. Effective upon the date BJA commences work on the canal relocation, BJA
shall insure the DISTRICT against any and all liabilities via a general liability Insurance
policy in the sum of ONE MILLION DOLLARS ($1,000,000.00), listing lake Worth
Drainage District as an additional named insured. Such insurance policy shall be kept In
tull force and effect during the term of this Agreement and the expenses of same shall be
bome by BJA or its successors and assigns. Proof of such coverage shall be delivered to the
DISTRICT within the 30 days period prior to the annual renewal date of the policy.
Further, if BJA allows said insurance policy to expire and BIA fails to cure this default
~~thin 10 days a}!erJlonce-to BJA and to the City Manager of the City of Boynton Beach,
this Agreement may be tennlnated by the DISTRICT, resulting in a fee of 1 HKI:.I:
",i.N\
HUNDRED AND 00/100 DOlL\KS ($300.00) to have said Agreement reinstated.
7. BJA agrees to Indemnify and hold the DISTRIC I harmless of and from any
and all liability which the DISTRICf mayor could sustain as a result of or emanating by
reason of the construction, Installation, operation, inspection, maintenance; repair"
replacement or use of the NEW CANAL PROPERTY, the same including, but not limited to
damages or injury to the actual improvements, or to the public arising out of the public's
use thereof.
,~~- -
6. BlA shall pay to the l.)1~1 RICT, a one-time fee equal to $15.00 per lineal foot
of right-of-way being utilized by said BJA, said lineal feet being 1,428.52. This fee shall be
non-refundable once paid. Further, BJA shall be responsible for all associated DISTRICT
permit fees and inspections fees,
9. This Agreement unless terminated due to a default of the terms and
conditions as provided herein, shall be perpetual and shall run with the property as an
---
3
1
,
appurtenance. The easement granted herein is intended to be a nonexclusive easement In
favor of BJA and shall inure only to the benefit BJA, its successors and assigns.
10. BJA agrees to pay all reasonable expenses emanating out of and relating to
the preparation of this Agreement, which shall Include, but not limited to attomey,
recording, and administration fees.
11. The parties hereby agree from time to time to execute and deliver such
further and other transfers, assignments, and documents and to do all matters and things
which may be convenient to more effectively and completely eany out the intentions of
the easement.
12. All notices required or allowed by this Agreement shall be delivered in
person or mailed by Certified Mail - Return Receipt Requested, postage prepaid, to the
party upon whom such notice is to be given at the following addresses:
\
I
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I
BJA:
BOYNTON-JCP ASSOCIATES, LTD.
Attn: General Counsel
7655 Market Street
Youngstown, OH 44513
LWOO;
William C. Winters
Lake Worth Drainage District
13081 MiUtary lrail
Delray Beach, Fl 33484
Copy to:
Mark A. Peny, Esq.
Perry & Schone, P .A.
50 S.E. Fourth Avenue
Defray Beach, Fl 33483
IN WITNESS WHEREOF, the parties have hereunto executed this Agreement the
day and year first above written.
4
WITN ESSES:
(1) WItness S18l111D.11e
PMtIId N.mI alWltnus
W WIINR ~1P1ldU",
PrIn-.d Nwmr 01 \\1......
0) WIneu 51.,..,...
Printed N8me 0( WItneu
(2) WItNSS Slanature
PrInflld NarrN utWllnus
I
LAKE WORTH DRAINAGI: DIS I RIC 1
A Special Taxing District
By:
John I. Whltworth, III, President
13081 Military Trail
Delray Beach, FL 33484
Attest:
William G. Winters, Secretary
13081 Military Trail
Defray Beach, r-L 33484
80YNTON-JCP ASSOCIATES, L TO.
By: DeBartolo Realty..p-drtnershlp, LP.
Managing General Partner
By: lJeaartolo Kealty Corporation,
Cieneral Partner
By:
Sr. Vice President
I"rInted NIme
Attest:
Assistant Secretary
Ptinttd Nan>>
Pod <><<ice hWrcn
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DeBartolo Properties Management, Inc.
7655 Market Street - P.O. Box 3287
Youngstown, OH 44513-3287
(330) 758-7292 Fax (330) 758-3598
TO:
Mr. Michael E. Haag
Current Planning Coordinator
CITY OF BOYNTON BEACH
100 East Boynton Beach Boulevard
Boynton Beach, FL 33425-0310
OVERNIGHT DELIVERY
RE:
BOYNTON BEACH MALL
DATE: March 20,1996
PRINT NO.
REV. NO.
DESCRIPTION
Department Store 'F' Expansion Plan Set
Comments:
For your use.
Enclosure( s):
1 set
Prints
Reproducibles
Specifications
Other
FROM: Roderick . Vo er
Senior Project Directo
Development Planning
;
/
cc: David H. Curl
DeBartolo Properties Management, Ine,
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-
DeBartolo Properties Management, Inc.
7655 Market Street - P.O. Box 3287
Youngstown, OH 44513-3287
(330) 758-7292 Fax (330) 758-3598
TO:
Mr. Michael E. Haag
Current Planning Coordinator
CITY OF BOYNTON BEACH
100 East Boynton Beach Boulevard
Boynton Beach, FL 33425-0310
OVERNIGHT DELIVERY
RE:
BOYNTON BEACH MALL
DATE: March 25.1996
PRINT NO.
REV. NO.
DESCRIPTION
SP-l
March 25, 1996
Site Plan
Comments:
Please note the dimensional information. Give me a call on Wednesday so we can discuss.
Enc1osure( s):
12
Prints
Reproducibles
Specifications
Other
FROM: Roderick C. V osper I ~
Senior Project Director
Development Planning
cc: David H. Curl
DeBartolo Properties Management, Ine,
~
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Art. IV, 55
structures channeled to minimize sediment. The pipe used
in the system shall meet ASTM, AASHTO and current
Department of Transportation specifications. Concrete
pipe shall have gasket joints, meeting the requirements
of AASHTO. When metal pipe is used beneath the pavement
or parallel within the right-of-way, it shall be designed
to provide a joint-free installation or, where joint-free
installations are not feasible, shall be jointed with a
twelve-inch wide band having a mastic or neoprene gasket
providing a watertight joint. Other jointing techniques
meeting or exceeding these requirements may be used upon
submittal to and approval by the director of development.
Drainage pipe shall be fitted with headwalls, endwalls,
inlets and other appropriate terminating and intermediate
structures.
B. STORM WATER TREATMENT. Rainfall runoff, surface waters
and groundwaters shall be managed in subdivisions to
minimize degradation of water quality, nutrients,
turbidity, debris and other harmful substances, and
maximize percolation and detention to promote the re-use
of this resource, all in a manner acceptable to the South
Florida Water Management District. Storm water treatment
facilities shall be designed and sized to accommodate at
least a one hour three-year storm or to retain the first
inch of runoff, whichever is greater, and shall provide
detention for at least the first inch of rainfall in
swales, retention areas or other approved facilities.
Runoff from roads, parking lots, roofs and other
impervious surfaces shall be routed over areas where
percolation into the soil can be accomplished prior to
introduction into any storm sewer or other receiving
facility. Pervious areas shall be covered with
vegetation requiring periodic cutting and removal. The
maximum runoff flow distance over impervious surfaces
before being diverted to percolation areas is fifty (50)
feet excluding building roofs, sports fields, roadway
gutters and storm sewer~.
Runoff which must be carried directly into the closed
.to~ sewer system without previously crossing
percolation areas should be discharged to percolation
areas prior to conveyance to on-site bodies of water, or
off-site receiving waters.
Water storage and detention shall be governed by the
discharge limitations of the requisite drainage district.
Temporary ponding shall not last more than eight (8)
hours.
Swales may be used in lieu of storm sewers to convey
and collect surface waters. Minimum swale grade shall be
three thousandths (.OQ3) feet per foot and maximum swale
grade shall be limited to that grade which will produce
water velocities belo~ the threshold of erosion. The side
slopes on swale sections shall not be steeper than four
to one (4:1).
Adopted April 4, 1995, Ordl~.nce 095-0~
ReVl..cS
6-8
""'"
Art. IV, S4
structures shall be designed for H-20-S16-44 loading,
incorporating adequate erosion protection.
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Section 5. Drainage and storm water treatment.
A. DRAINAGE. All subdivisions shall have comprehensive
storm drainage facilities. The design data of the
drainage system shall be submitted along with the
construction plans in a report prepared by the
developer's engineer indicating the method of control of
storm water and groundwater, including the method of
drainage, existing water elevations, recurring high water
elevations, proposed design water elevations, drainage
structures, canals, ditches and any other pertinent
information pertaining to the system. The drainage
system shall be designed using acceptable engineering
principles with consideration being given to the
protection of all future buildings from a one in one
hundred (100) year storm and must be acceptable to the
South Florida Water Management District. In addition,
the system shall provide for the necessary maintenance of
groundwater levels to prevent over drainage for the
intended land use. Storm sewers shall be designed for
rainstorms of maximum intensity predicted for the Palm
Beach County area at three-year intervals according to
current South Florida Water Management District charts
and data. The system shall provide for drainage of lots,
streets, roads and other public areas including surface
waters which drain into or through the property. The
design for drainage of the subdivision must be adequate
to provide for surface water drainage of naturally
occurring or existing adjacent contributory areas. Where
additional ditches and canals are required to accommodate
contributory surface waters, right-of-way shall be
provided for future needs; however, the developer may be
permitted to excavate or open sufficient capacity to
provide for existing dr~inage needs whenever the
developed or undeveloped status of adjacent areas so
warrants, as determined.by the director of development.
The runoff coefficients used in the design of the
Subdivision storm drainage system shall be those
applicable after complete development has occurred. The
drainage system shall be designed for long life, low
maintenance cost and ease of maintenance by normal
maintenance methods.
The minimum pipe used within a storm sewer system
shall be fifteen (15) inches in diameter. Distance
between terminating or intermediate structures shall not
exceed those required by state standards for the
construction of maintenance inlets or manholes. The
storm sewer systems shall be so designed that the
elevation of the hydraulic gradient shall not be higher
than the grate elevation of any inlet in the system for
that design storm. The pipe shall be sloped and
Adopted April 4, 1995, Ord1n.nee 095-0l
aevl..d
I 6-7
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Art. II
standards utilizing twenty-five hundred (2500) psi
concrete.
F. Drainage. Storm water shall be contained on site.
Containment capacity shall be designated for a minimum of
two and one-half (2.5) inches of rainfall in one (1)
hour. Drainage structures and french drains shall comply
with minimum city standards. Catch basins shall be
located in grassy areas unless otherwise approved by the
director of development. For impervious areas exceeding
twenty-five thousand (25,000) square feet, the parking
lot and facilities shall be designed and certified by a
Florida registered engineer. Maximum storage capacity of
soil shall be considered at the rate of one (1) inch of
water for each six (6) inches of soil above the water
table. Drainage calculations are required in all
instances. The hydraulic conductivity of soil shall be
determined with tests made at the site using test
procedures recommended by the South Florida Water
Management District or other procedures which have been
approved by the director of development.
G. Reserved.
H . Driveway.
1. Width. Parking lot driveways shall be a minimum
width of twelve (12) feet for one-way drives and
twenty (20) feet for two-way drives, at the right-of-
way line. Maximum width of any drive at the right-
of-way line shall be thirty-two (32) feet, unless
otherwise approved by the director of development.
2. Drive 'radii. Bach parking lot driveway shall have a
radius at the intersection of the vehicular traffic
lanes of twenty-five (25) feet or as otherwise
approved by the director of development.
3. Distance from streets. Parking lot driveways shall
be constructed at least thirty (30) feet from the
intersection of the'right-of-way lines along local
streets and one hundred eighty (180) feet along
streets of a higher classification.
4. Clearance at parking stalls. Provide a safe and
unobstructed space of eighteen (18) feet in length
between the side of a parking stall and each of the
following:
a. A public or private right-of-way
b. An access aisle
c. An interior driveway
This requirement does not apply at the egress end of
an access aisle or at a driveway, access aisle or
right-of-way where ninety (90) degree parking is
provided.
Adoptad Apr.1 t, 1995, Ordinanca 095-0~
Rev1...d
23-8
'lite city oj
'Boynton 13edlli
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'Pfanning & Zoning 'Department
100 'E. 'Boynton 'Beadz. 'Bouitvartl
P.O. '13o;r.31O
'Boynton 'Beadi, :F[orida 33425.0310
(407)375-6260, FAX:(401)375-6090
FAx: TRANSM:J:-.r-rAL C:O'VER. LE-.L-.L-~
DATE:
~. 02~ /99'
,
FAX NUMBER TRANSMITTING TO: .3 OS-- ~02 7 - ,#3)-3
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NUMBER OF PAGES BEING TRANSMITTED:
(Including Cover Letter)
TO:
FROM:
RE:
C:FAX.JM
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.9lmericas yateway to the yulfstream
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STATE OF flORIDA
COUNlY Of PALM BEACH
I HEREBY Cf.RT1~Y 1hat on thb day. before me, an ofrar duly authorized In the Slate and County aforesaid
to take acknowledgments, personally appeared JOHN I. WHnwOKI H, III, and WlWAM G. WIN"I Ef<S, the President
and Secretiry respec:lively, or the ~ WORTH DIW~(jE DISTRICT, both 01 whom acknowledged eKeCUtlns1he
(oreso1ng Instn.l11ent, and both of whom an: known to me, and did not lake an oath.
WITNESS my hand and official :Seal in the County and SWe last aforesaId 1I1Is the _ day d
1996.
NOTARY PUBLIC
Prinled Name of Notary
Seate oIl=lorlda
My Ccmmlslion l:xpinlS:
ST^TE Of
COUN1Y OF
I HEREBY CERTlFY thai on this day, before me, an offtc:er duly authorlm:lln the Stale ."d County aforesaid
10 taR acknowIedsmenb, ~mdly append, and
, the Sr. Vlce-Pl"8Iident and Assistant Sc:cn::blry respectively,
01 DeBartolo Realty Corpotation, General Partner of DeBanolo Realty hrtnCl1hlp, LP., on behal( of BOYNTON.Jt7
ASSOCIATES, LTD., both of whom acknowIedpd ex~ the mn:soing instn.ment, and both of whom are known
to me or provkIed as Idcntlfic.alon; and
both of whom dldldid not take an oath.
WI1 NtSS my hand and official 581 in the eo...ly and State last aforeald thII the _ day of
1~
NOTARY PUBLIC
p""led Name ur Notary
Stale 0(
My Commission Ocplres:
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~655 Market 5: · PO Box 32 7. Youngsffl.-ANt\Itm ~M)i 3,3187
116/758-7292. =-,-\)( 216/758,3 ZONING CiEPI
March 8, 1996
MONDAY DELIVERY
Mr. AI~evvbold
Deputy Development Director
CITY OF BOYNTO~ BEACH
100 East Boynton Beach Boulevard
Boynton Beach, FL 33425-0310
RE: BOYNTON BEACH MALL EXPANSION
Dear Mr. ~evvbold:
Enclosed herevvith is a copy of the Boynton Beach Mall "Exiting Plan" for your revievv as per our
last meeting. As vve discussed, the department store exiting shall be furnished by the store architect
at a later date. If you have any questions as to these plans, contact Pete Pusnik at (330) 758-7292.
Roderick C. V osper
Senior Project Director
RCV/jls
enclosure
cc: Peter C. Pusnik
Bill Hukill (City of Boynton Beach)
v!Vfichael E. Haag (City of Boynton Beach)
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Greiner
March 12, 1996
C103187.00
Ms. Tambri Hayden
Page 2
-J/- Condition 12.
We understand that the applicant will pay the appropriate impact
fee or fair share contribution consistent with the Fair Share
Impact Fee Ordinance.
)f. Condition 13.
No compliance action will be required unless building permits
have not been issued prior to two years after the effective date of
the Development Order amendment resolution.
In summary, all of the Transportation Conditions of the amended Development Order for Boynton
Beach Mall have been satisfied as of this time. No further transportation improvements or
Development Order compliance actions related to trasportation mitigation, other than those identified
herein, are required.
If you have any questions regarding the enclosed information, please call me.
Sincerely,
GREINER, INC.
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Vice President
TAM:sas
Enclosure
xc: Rod Vosper, DPMI
Dave Curl, DPMI
Mac Conahan, HRA W &G, P A
Liberta Scotto, TCR}>C
SAS:M:\BOYNTON\CORRESPOIHA YD0312,96
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Greiner, Inc
P.O. Box 3~ (33"""34161
7650 West Courtney ~mpbell Causeway
Tampa. Florida 33607-1462
(8131 286-1711
FAX: (813) 287-8591
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Greiner
Dear Ms. Hayden:
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March 12, 1996
C103187.00
Ms. Tambri Hayden, Director
Planning and Zoning Department
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33425
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Reference: Boynton Beach Mall
Development Order Compliance
As requested by our client, the following information has been prepared to summarize the status of
compliance with the Transportation Conditions contained in the Development Order amendment
approved by the Boynton Beach City Commission on February 20, 1996. The Transportation
Conditions are set forth in Conditions 10 through 13, inclusive, of the amended Development Order.
The following is a summary of compliance status for each of these Conditions.
Condition to.A. Old Boynton West Road, between Military Road and Lawrence
Road, has been completed as a four-lane divided roadway. No
further improvements are required.
Condition B.A. through B.D. The intersection lane configurations called for in these Conditons
represent the existing laneage at each lif these locations. This is
confirmed in the enclosed letter of August 14, 1995, from Mr.
Dan Weisberg of Palm Beach County, Department of Engineering
and Public Works. Please note that the references to the
"Condition" requirements in Mr. Weisberg's letter are based on
the previous Development Order. I have included this letter only
for documentation of the existing intersection configurations.
Condition t1.E. and F. The intersection configurations called for in these Conditions
represent the existing conditions. Enclosed is a letter from the
Florida Department of Transportation dated December 21, 1995,
indicating that acceptable levels of service will be provided with
the existing lane configuration.
SAS:M:\BOYNTON\CORRESPOIHA YD0312,96
Drawing No.
1 of 17
2 of 17
3 of 17
4 of 17
5 of 17
6 of 17
7 of 17
8 of 17
9 of 17
10 of 17
11 of 17
12 of 17
13 of 17
14 of 17
15 of 17
16 of 17
17 of 17
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Drawing List
Date
03/18/96
03/18/96
01/03/96
02/20/96
09/03/87
10/25/95
10/27/95
01/03/96
01/03/96
01/03/96
10/27/95
09/01/82
10/27/95
11/09/95
11/14/95
03/18/96
03/06/96
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Description
Site Plan (SP-l)
Landscaped Area (SP-4)
Striping & Signing (I-A)
Boundary Survey
Tree Location (P-2A)
Site Plan & Details (1)
Grading Plan (3)
Landscaped Demo/Relocation (L-l)
Landscaped Planting Plan (L-2)
Planting Details (L- 3)
Storm Sewer Plan (M-I)
Storm and Sanitary Details (M-IA)
Sanitary Plan (M-2)
Water Plan (M-3)
Water Details (M - 3 A)
Construction Sequence (CSP-49)
Building Elevations
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Mr. Michael E. Haag
March 19, 1996
Page 15
36. To provide for a reasonable visual buffer of the view of the Mall and maximize protection
of the preserve area. . .
RESPONSE: These issues have been addressed above and are shown on the resubmitted
documents.
Ro . V osper
Senior Project Director
RCV/jls
enclosures (see attached list)
cc: Tambri J. Heyden - City of Boynton Beach
Thomas A. Marsicano - Greiner Engineering
Robert W. Higgins - Higgins Engineering
Cormac C. Conahan - Hodgson, Russ, Andrews, Woods & Goodyear
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Mr. Michael E. Haag
March 19, 1996
Page 14
31. On Sheet 2 of 2 prepared by 0 'Brien, Suiter & 0 'Brien, Inc., identify what the property is
and how it relates to the overall site, add the legal description of the land and identify total
acres. Also, show and identify the west border of the 95 foot wide canal right-o.fway.
Include a symbol that represents the west side of the curbing of the proposed parking lot
expansion and identify the square foot area that is between the east side of said line and the
east edge of the land shown on the survey.
RESPONSE: Sheet 5, the Tree Survey, has been modified as per your request.
32. Add to the littoral zone planting plan computations to show compliance with Section 6B of
the Current Development Order regarding ten (10) square feet of planting per linear foot
of shoreline so that at least sixty (60) percent of the shoreline has a vegetated littoral zone,
RESPONSE: The littoral zone planting has been forwarded under separate cover including
the "T" pond as requested.
33. Attach revised littoral zone planting plans to the resubmittal.
RESPONSE: The littoral zone planting is attached to the resubmission package.
34. Show and identify on the landscape plan a coco plum hedge. . .
RESPONSE: As noted above, the landscape plan has been modified.
35. Submit a completed abandonment application to abandon Florida Power and Light
(FPL) . . .
RESPONSE: The existing FP&L easement is within the proposed footprint. The easement
abandonment request will be submitted once we receive detailed plans for the deck, obtain
site plan approval and prior to issuance of permits for site work.
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Mr. Michael E. Haag
March 19, 1996
Page 13
RESPONSE: The plans for the parking deck shall be submitted at a later date. Note that the
deck includes grade level plus two structured levels above grade. A preliminary layout
justifying parking counts only has been submitted to the Planning Department as requested.
26. Submit elevation view drawings of all sides of the parking structure including identifying the
dimension of the overall height of the structure, Also identify all exterior materials and their
color by name, color designation and manufacturer.
RESPONSE: The parking deck elevation shall be submitted with the department store
elevations including materials and colors.
27. Submit elevation view drawings of all sides of the new Department Store "F" including
identifying the dimension of the overall height of the structure. Also identify all exterior
materials and their color by name, color designation and manufacturer including proposed
signage.
RESPONSE: Acknowledged.
28. Show on the elevation view drawings the location and elevation of the highest point of the
rooftop mounted equipment. Note all rooftop equipment shall not be visible from a distance
of six hundred feet. Show the required screening and identify the material and color by
name, color designation and manufacturer.
RESPONSE: Acknowledged.
29. Submit for review conceptual floor plan drawings of Department Store "F". Also, within
the floor plan identify the principal use and ancillary uses.
RESPONSE: The department store floor plans shall be submitted for staff review at a later
date.
30. On Sheet SP-l and SP-4 identify the location of the new site lighting poles and the location
of the site lighting poles that are to be relocated. Omit Sheets E-l, E-4 and E-5.
RESPONSE: The drawings have been modified as requested. Sheets E-l, E-4 and E-5 are
now excluded from site plan package.
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Mr. Michael E. Haag
March 19, 1996
Page 12
20. On Sheet SP-1 change the squarefootage of the auto service center buildingfrom 21,696 to
20,511 to match the square foot area of the building identified on the plans of record in the
Building Division. Adjust the site date and total number of required parking spaces
accordingly.
RESPONSE: Acknowledged. The plans have been modified.
21. After reviewing the Palm Beach County Tax Mapfor the relocated canal, thefollowing is
requested:
a. Submit a copy of a completed City of Boynton Beach "Unity of Title Form" that has
been recorded in Palm Beach County which identifies the relocated L-23 Lake Worth
Drainage District canal as tied to the mall property,
or
Omit from the provided parking space count the parking spaces that are partially or
completely located on the relocated canal property (this assumes the Lake Worth
Drainage District owns this property). Submit for review a cross access easement
agreement allowing access to the subject property. A landscape appeal will be
needed to omit the vehicle use area screening along both sides of the L-232 Lake
Worth Drainage District.
RESPONSE: We have submitted a copy of the perpetual parking easement to the Planning
Department with the Lake Worth Drainage District.
22. Modify the site plan review application to be consistent with the data required above.
RESPONSE: Acknowledged.
23. Submit a signed site plan rider that was missing from the site plan review application.
RESPONSE: Acknowledged.
24. Submit a current survey to include all areas that are to be affected by this application.
RESPONSE: Acknowledged. Updated survey included as Sheet 4.
25. Submit drawings that show the layout and dimensions of the walls, columns, stairs,
elevators, vehicle and pedestrian ramps, access aisles, regular and handicapped parking
spaces for all three levels of the parking structure. Modify parking calculations accordingly.
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Mr. Michael E. Haag
March 19, 1996
Page 11
RESPONSE: There are currently 74 handicap accessible spaces provided and 74 handicap
accessible spaces required based upon 6,421 total proposed spaces. Note that subsequent to
painting, we failed to show two handicap accessible spaces at the existing Sears TBA which
are reflected in these totals.
15. ModifY the building section sketchfound on Sheet 1 to show a maximum offorty-five (45)
feet building height. (Chapter 2 - Zoning, Section 6,C.3).
RESPONSE: We have removed the three story detail from Sheet 1. The department store
elevations will include proposed height dimensions.
16. On Sheet SP-l identify with notes and/or symbols the buildings that are existing on-site and
the proposed new structures,
RESPONSE: The "proposed" structures are now clearly labeled and shaded.
17. On Sheet SP-l, along the west perimeter of the building identify with a symbol the location
of the area where the new building (Department Store F) will connect to the existing
building. Also delineate the areas along the perimeter of the building, outside of the area
where the new building will connect, that will be changed as a result of the new construction.
RESPONSE: Refer to each page of this package to identify specific proposed changes.
Sheets 1 and 2 are intended to show "overall project". All other sheets clearly show limits
of proposed work as to the various components of the work.
18. On Sheet SP-l add or modify the following site data:
1. Omit the ultimate construction text.
ii. Identify what percentage the total impervious area is of the entire site.
iii. Identify what percentage the pervious area is of the entire site. Separately delineate
the total square feet are of the preservation site,
iv, IdentifY 1,244,449 as the maximum gross leasable square footage allowedfor the
development.
RESPONSE: Acknowledged. Sheet 1, Site Plan, has been modified.
19. On Sheet SP -1 remove from the plan view drawing and buildingfloor area computations the
square footage of the third floor of Department Store B to match the square foot area of the
building identified on the plans of record located in the Building Division. Adjust the site
data and total number of required parking spaces accordingly.
RESPONSE: Acknowledged. Plans have been modified.
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Mr. Michael E. Haag
March 19, 1996
Page 10
9. Change the detail drawing of the handicapped parking spaces found on Sheet SP -1 to be
consistent with the configuration of the parking spaces depicted on city standard drawing
B-90012.
RESPONSE: Refer to details on Sheet 3, Signing and Striping, for parking details.
10. Change the configuration of all handicapped parking spaces depicted on Sheets SP-l, SP-4,
1 and i-A to show the appropriate five (5) foot wide access aisle required adjacent to the
spaces.
RESPONSE: Acknowledged.
11. On Sheet SP-i, i and i-A, use a symbol to delineate all areas of the parking lot where the
regular and handicapped parking spaces are being restriped and state that the restriping
will be consistent with city detail drawing B-90012.
RESPONSE: Acknowledged except this note appears only on Sheet 3, Signing and Striping,
which shows the limit of work and actual striping details for the accessible spaces.
12. Where applicable, change the tabular count of spaces identified on the plan view drawings
SP-l, 1 and I-A so that the number of spaces regular and/or handicapped match the
horizontal control dimension between landscape islands, access aisles and other
appurtenances such as site lighting pole basses and/or sidewalks. When establishing the
number of regular and/or handicapped parking spaces that will fit between two fixed points
use the dimension identified on city standard drawings B-90012 and B-90013.
RESPONSE: The tab parking count shown on Sheet 1 coincides with the striping shown on
Sheet 3. We have reconciled stall dimensions on Sheet 3.
13. Where applicable, adjust the site date to identifY the total number of parking spaces provide
(Note: The number of parking spaces provided shall be no less than the total number of
parking spaces required).
RESPONSE: Acknowledged.
14. Add to the site data found on Sheet 1 the total number of handicapped parking spaces that
is required and provided. (Note: The number of handicapped spaces provided shall be no
less than the number required by the Handicapped Accessibility Code).
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Mr. Michael E. Haag
March 19, 1996
Page 9
3. Buffer along Javert Street - see staff comment number 22.
RESPONSE: Acknowledged. We are maintaining spacing per my discussion with City
Forester. We have increase height to 24".
4. Plans show runoff being directed to drainage structures located in pavement areas which
in turn leads to the detention ponds rather than showing runoff being pretreated in grassy
swales before being conveyed to the detention pond.
RESPONSE: Acknowledged. Plans have been modified as per details on Sheet 6.
5. Submit littoral zone planting plans for the "T" shaped detention pond. As allowed as
alternate design may be necessary to retrofit this pond.
RESPONSE: Greiner Engineering has prepared and submitted the updated plan under
separate cover.
6. Submit drainage computations to verifj; compliance.
RESPONSE: As per our response to Mr. Hukill's comment, the drainage calculations, as
prepared by Higgins Engineering, have been submitted to the City Engineer's office.
7. Construct all roadway improvements required as part of the "Notice of Proposed Change"
resolution to be adopted February 20, 1996.
RESPONSE: Greiner Engineering has furnished a letter updating the status of improvements.
8. After having visited the property to compare the location of the regular and handicapped
parking spaces. . ,
RESPONSE: As mentioned above, we are only proposing modifications to existing handicap
spaces in the area of expansion; Sheet 1, Site Plan, has been modified to show the existing
quantity of accessible spaces at the mall. Those spaces are in compliance with federal ADA
as well as state standards. The mall's handicap parking was reviewed with staff in 1994 prior
to commencing ADA compliance work. Proposed changes to the existing accessible spaces
in the area of the expansion are shown on Sheet 3, Signing and Striping, except that (i)
spaces within the deck shall be submitted with the deck plans and (ii) the sidewalk/curb
ramps on the north, south and west side of the proposed department store shall be submitted
by the store architect at a later date.
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Mr. Michael E. Haag
March 19, 1996
Page 8
RESPONSE: Acknowledged. Existing curb ramps are in place at the west mall entrances
facing the proposed deck. The store architect shall coordinate ramp locations and curbing
in relation to proposed accessible spaces on the north, south and west sides of their store.
26. All parking lots shall meet or exceed State Handicap Code requirements and comply with
the Standard Building Code and the county wide amendments thereto. Chapter 23, Article
IlK, Page 23-9.
RESPONSE: Acknowledged.
27. Provide requiredfire lane markings and signage. Chapter 23, Article JIM, Page 23-9.
RESPONSE: Refer to Sheet 3 for fire lane markings and signage. The proposed signing and
striping is in compliance with Chapter 23 of the code.
FIRE DEPARTMENT: MR. WILLIAM D. CA VANAUGH
Mr. Cavanaugh had no comment.
PLANNING AND ZONING DEPARTMENT: MR. MICHAEL HAAG
1. Proposed expansion should comply with all conditions of the resolution No. 91-37 . . .
Conditions of Development Order as amended; submit for review three copies of the
appropriate restrictive covenants for the perpetual protection of the native preserve,
RESPONSE: The Development Order requires recordation of a restrictive covenant prior to
issuance of building permits. The covenant shall be provided to the City and Regional
Planning for review under this schedule.
2. Removal of all referenced exotic plant materials from the limits of the pine area should
commence immediately so as not to delay a certificate of occupancy.
RESPONSE: Weare preparing a Management Plan which is to cover the process for removal
of exotic materials from the preserve. Work within the preserve shall commence once we
have obtained site plan approval so that we can contract all site landscaping as a package
including the Javert Street screening. Note that the Javert buffer cannot be installed until
after the canal enclosure work is complete.
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Mr. Michael E. Haag
March 19, 1996
Page 7
18. Parking lot dimensions, striping, aisles, stalls, radii, signs, landscaping, etc. must conform
with City codes and standards. Chapter 23, Article II, Page 23-6.
RESPONSE: Acknowledged.
19. Provide stop signs and stop bars in accordance with the "Manual on Uniform Traffic
Control Devices". Chapter 23, Article IIB2, Page 23-7.
RESPONSE: Acknowledged. Please refer to Sheet 3 for striping and signage details. We
are not proposing modifications to existing handicap accessible parking except for the new
spaces fronting the proposed department store and at grade level of the deck. The balance
of the mall property currently complies with both state and federal ADA standards with
respect to quantity and layout.
20. Wheel stops or curb required, all stalls. Chapter 23, Article IIE, Page 23-7.
RESPONSE: The mall previously obtained a variance from wheel stops on November 9,
1982. No wheel stops are proposed for the expansion to the existing parking lot.
21. All driveways shall provide minimum access widths. Chapter 23, Article IIp, Section 6,
Page 23-8.
RESPONSE: Acknowledged. Reference typical parking detail, Sheet 3.
22. Provide 27' backup area, all stalls. Chapter 23, Article II, 11, Page 23-9,
RESPONSE: Acknowledged. Reference typical parking detail, Sheet 3.
23. Parking stall minimum 18' long. Chapter 23, Article 11, 11, Page 23-9.
RESPONSE: Acknowledged. Reference typical parking detail, Sheet 3.
24. Handicap ramp shall not extend over the 5/ handicap parking access aisle. Chapter 23,
Article IlK, Page 23-9.
RESPONSE: Acknowledged. Reference typical parking detail, Sheet 3.
25. Provide Handicap ramp and sidewalk locations. Chapter 23, Article IlK, Page 23-9 (DCA
Accessibility Requirements Manual).
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Mr. Michael E. Haag
March 19, 1996
Page 6
11. Designate areas of sodding and seeding. Chapter 7.5, Article IL Section 5C(6), Page 7.5-15.
RESPONSE: Sheet 9, Landscape Planting Plan, has been updated to show limits of sodded
and seeded areas. Again, the department store building perimeter shall be landscaped in
accordance with the store architect's plan which shall be submitted for review at a later date.
12. Excavation and/or fill permits may be required. Chapter 8, Article 1, Section 2, page 8-1.
RESPONSE: Acknowledged.
13. Provide dumpster location and details, including drainage. Chapter 7. 5, Article II, Section
5J, Page 7.5-18 and Chapter 9, Section 10C3, Page 9-4.
RESPONSE: The dumpster location shall be submitted with the department store drawings.
The dock drain shall tie into the storm sewer system and a stub out is now shown on Sheet
2.
14. Any damage to existing pavement edge caused by temporary drives shall be repaired by
applicant. Chapter 22, Article II, Section 71, and 7K, Page 22-4 and 22-5.
RESPONSE: Acknowledged.
15. Survey must comply with Chapter 23, Article 1, Section 5B2, Page 23-4.
RESPONSE: Acknowledged. O'Brien, Suiter & O'Brien subsequently met with staff to
review survey requirements. The updated survey is included as Sheet 4.
16. Location of proposed curbs is not clearly defined on the drawing. Chapter 23, Article 1,
Section 5B15, Page 223-5.
RESPONSE: Sheet 6, Site Plan and Details, indicates proposed curbing excluding the
proposed department store which is the store architect's responsibility and shall be shown
on the store submission package.
17. Photometries must be approved for lighting before building permits can be issued. Chapter
23, Article IL Ala, Page 23-6.
RESPONSE: Acknowledged. We are proposing to reuse eight of the existing lighting
standards which shall be relocated from the area of the proposed deck. Photometrics are
being prepared by the lighting manufacturer and will be forwarded under separate cover.
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Mr. Michael E. Haag
March 19, 1996
Page 5
RESPONSE: We have developed a plan indicating the proposed temporary construction
staging area and temporary fire lane access. This plan is included as Sheet 16, Construction
Sequencing Plan.
5. Provide certification by Developer's Engineer that drainage plan complies with all city
codes and standards. Chapter 6, Article IV, Section SA, Page 6-7 and Chapter 23, Article
IfF, Page 23-8.
RESPONSE: As requested, we have furnished drainage calculations by Higgins Engineering
for the proposed storm drainage modifications as currently under review by SFWMD. The
on-site storm drainage plan shall be certified as to current City codes and standards.
6. Minimum IS/pipe must be used in storm sewer, Chapter 6, Article IV, Section SA, Page 6-7.
RESPONSE: Acknowledged.
7. Parking lot section must conform to City code. Chapter 6, Article IV, Section 10F, Page 6-
12.
RESPONSE: The code provides for application for alternative sections. The section
proposed is identical to the current paving sections which has preformed well. Please advise
if20 year design calculations are necessary in support of our request for the alternate section
as shown.
8. Provide sidewalk locations and details. Chapter 6, Article IV, Section lOT, Page 6-14.
RESPONSE: The proposed sidewalks are graphically shown on Sheet 1; however, the "curb-
to-building" sidewalks for the proposed department store are the design and construction
responsibility of the store. The sidewalk plans shall be included with the department store
submission package.
9. Top of drainage pipes must not interfere with subgrade. Chapter 6, Article V, Section 4B2i
(6), Page 6-20.
RESPONSE: Acknowledged.
10. All swales, detention areas and disturbed areas must be sodded. If not irrigated, use Bahia
sod, Chapter 7.5, Article IL Section 5C6, Page 7.5-15.
RESPONSE: Acknowledged.
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Mr. Michael E. Haag
March 19, 1996
Page 4
DEPT. OF DEVELOPMENTIENGINEERING DIVISION: MR. WILLIAM HUKILL
1. As to Land Development Reg. Chapter 4, Section 8, Paragraph C, surface parking and
circulation. Mr. Hukill had no comments subject to satisjj;ing L.D.R. requirements.
BUILDING DIVISION: MR. AL NEWBOLD
1. With regard to January 18 memo to Tambri, , .
RESPONSE: As discussed subsequent to the TRC meeting, detailed plans for the proposed
department store building and parking deck shall be submitted by the store architect as a
second submittal package. Per your request, we have advised the store architect that the City
uses the STANDARD BUILDING CODE. Also, under separate cover, we have furnished
the mall exiting plan for your review, as requested. In that the mall was designed for a sixth
department store at this location, there are no exiting modifications required.
ENGINEERING DIVISION: MR. WILLIAM HUKILL
1. Insufficient iriformation to complete review.
RESPONSE: As discussed above, detailed information with regard to the proposed parking
deck and department store shall be submitted for further staff review at a later date. We are
looking for approval only as to the information provided as of this date. Furthermore, it is
understood that modifications to this package may be required once staff reviews the
department store/deck plans.
2. Revise documents to reflect all comments.
RESPONSE: Acknowledged.
3. All plans submittedfor specific permits shall meet the City's code requirements at time of
application. . .
RESPONSE: Acknowledged.
4. Show the location of all temporary structures or permanent structures having a temporary
use. Provide a statement outlining the temporary use and when they will be removed.
Chapter 3, Article IV, Section 3R, Page 3-5.
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Mr. Michael E. Haag
March 19, 1996
Page 3
3. Please clearly show water source for proposed irrigation. City water will not be supplied
for irrigation. . .
RESPONSE: The mall irrigation system draws from the east retention pond system where
shown on Sheet 13, Water Plan.
4. Please provide a minimum of ten (10) feet from center of utility pipe to any structure. . .
RESPONSE: New waterlines shall be located a minimum of 10' from proposed structures.
There are no new sanitary sewer mains proposed as part of this request.
5. Palm Beach Health Department permits may be required (Section 26.12) . , .
RESPONSE: Acknowledged.
6. Utilities request meeting with applicant. . .
RESPONSE: Upon review of the attached, please indicate if you feel this meeting is still
warranted.
PUBLIC WORKS: MR. LARRY QUINN (AS TO SANITATION)
1. The proposed location of the trash compactor. . .
RESPONSE: As discussed at the TRC, there are no changes proposed to the existing mall
service court and current compactor location. The compactor location and service court
configuration are not currently a problem.
RECREATION & PARK: MR. JOHN WILDNER
Mr. Wildner had no comment.
POLICE: SGT. MARLON HARRIS
Mr. Harris had no comment.
RESPONSE: As discussed at the TRC, we will submit plans for the parking deck for review.
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DeBartola
DeBartolo Properties Management, Inc.
7655 Market St · PO, Box 3287. Youngstow'l.MN~1ANS287
216/758,7292. FAX 216/758'3598 ZONING DEPT.
March 19, 1996
Mr. Michael E. Haag
Current Planning Coordinator
CITY OF BOYNTON BEACH
100 East Boynton Beach Boulevard
Boynton Beach, FL 33425-0310
RE: BOYNTON BEACH MALL EXPANSION
DEPARTMENT STORE 'F'
Dear Michael:
Attached are the resubmittal plans for site plan review. Below is our response to department
comments. Please distribute copies of this letter with the plans. Under separate cover, you have or
will receive (i) building/deck elevations (ii) mall exiting analysis (sent directly to Mr. Al Newbold),
(iii) littoral planting and (iv) mall drainage calculation (sent directly to Mr. Bill Hukill).
RECREATION & PARKS: KEVIN HALLAHAN
1. The tree locations survey. . .
RESPONSE: Sheet 5 has been updated to show the limits of the tree preserve parcel which
totals 5.283 acres as approved in conjunction with the 1991 Development Order. The actual
count of "living" trees has not been updated in that there is no net reduction of the preserve
area as currently proposed and therefore, no mitigation is required for living pines lost.
2. The reduction in acreage size, , ,
RESPONSE: As stated, there is no reduction proposed to the previously approved preserve
area. Although we are under no obligation in the Development Order for a "Management
Plan", we have agreed to work with staff to develop procedures for the clearing of exotics
and ongoing preserve maintenance. This plan is being prepared and will be submitted to
Kevin Hallahan for review in the next few weeks.
3. Item 17 (Removal/relocation notes): This note outlines the removal of Brazilian Pepper
trees. .. All dead Pine trees shown on the sheet should also be replaced. . .
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PLANNING AND
ZONING DEPT.
city of Boynton Beach
Planning & Zoning Department
100 East Boynton Beach Boulevard
Post Office Box 310
Boynton Beach, Florida 33425-0310
Attn.: Mr. Michael E. Haag
Planning Coordinator
February 20, 1996
Re: Boynton Beach Mall - Water Management Calculations
Dear Mr. Haag:
Pursuant to your telephone conversation with Rod Vosper, we have
enclosed a copy of the South Florida Water Management District
Surface Water Management Permit Modification report dated December,
1995 (Revised January, 1996). Included in the report are the water
management calculations requested.
If you have any questions regarding the enclosed, please feel free
to give us a call.
Very truly yours,
HIGGINS ENGINEERING, INC.
~
Christopher S. Hodyl, P.E.
CSH:mek
86-10.2
Enc.
cc: Rod Vosper wlo
Bob Higgins wlo
4623 Forest Hill Blvd., Suite 113
(407) 439-7807
West Palm Beach, FL 33415
FAX (407) 439-0026
Water Resources - Environmental
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Mr. Michael E. Haag
Boynton Beach Mall
March 4, 1996
Page 2
In addition to yourself, Bill Hukill and Al Newbold have requested information on
the deck. Please distribute a copy of this layout to the appropriate people.
Roderic . V osper
Senior Project Director
RCV /jls
attachment
cc: Tambri J. Heyden
B ill Hukill
Al Newbold
Cormac C. Conahan - Hodgson, Russ
DeBartolo....
o ' ~) ~ [, if} ili ~
'WI ~'R - 8 96 J~r
7655 Market St - PO Box 3287- YoungstomKIN1N't.l:l~1IlD-3287
216/758,7292 - FAX 216/758'3598 ZONING DEPT.
DeBartolo Properties Management, Inc.
i.".'--"'-'--"
.FROt1 :
DeB~RTOLO PROPERTIES
1:l4:34P P.91
Fi=lX NO.: 2167267993
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Attached is a photocopy or our preliminary layout for the SlrUCIUred parking JCi.:I\. , ~
This lavout wa~ dl'vp].-.np,t Sl:Aely to estimate the number of par.king spaces per structur~J ~ 'c"-,--
,/() /11 KIA.,.Itt~t:..1 and tlnallayout f(.lr the deck will be prepared once we rec~ive
lAt/Ll},lM2..II t ~par1ment stOfli!
~ fJLlt4,,..)\ IS J.;~I 6c/,vL I aftlle deck will provide 340 spaces. The two structured levels ~j
'(rJ &- P ~ ICe (2,.1 0..1 II sp(lCes, On Qur site plan package, we show 640 structured ~ J"
(i.J8m1f 11Jf: r stair wells. oversized handicap spaces and ground level losses
10 '-> f, d-AJO Stl9,MIJ1Pl-- ~,
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. A fU: 6 c> i/'}6 (1) ~ has indicated that they wi11 wam a pedestrian bridge from the
tVc; . f! (?~"g~ ().f' the tirst structured Itwel of parking deck, The elevations bemg
-S/rY'1c- ftA/>I:;., (p" /.. t<J#,.f,,1t~ ~\ection. Again. the final d~ck d~siin will ultimately :es()l\~
(. '.HI; r"", 1t)'. however. we are comfortable that V,le can prnvHic the
IS r f{=:..II'::: W I ~:.r IvV'-- _ Q :structured levels within the: fomprint shown on th~ site plan.
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DeBartolo
March 4. 1996
Mr. Michael E, 1[8815
('urrel1l Planning Coordinator
CITY OF BOYNTON BEACH
100 East Boynton Beach Boulevard
P.O, Box 310
Boynton Bl:ach, 1-'1., 33425.0310
RE:
BOYNTON BEACH MALL
Dear Michad:
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~FROM: DeB~RTOLO PROPERTIES
F~X NO.: 216 726 7993
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STATE OF
COUNTY or
03-05-96 04:55P P.07
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, HEIUBY CEFmFY that on th5 day. before ~ an altar duly aLJlhotind in the Stale n:I County aforesaid
\0 take -*I\OWI~, ~tv ~nd, and
-- ,the Sr, Va.rr.idlnt .nd MIJtant Secnda'Y ~,
of Oe8IMio Raalty Corporation. General Partner 0( DeBal1Qlo Realty Pamership, l.P., on behalf of BoYNTON
BEACt-HCP ASSOCI A ns, L rD., both 01 whom oKkrwMed~ 8JC8CU1in8 ~ foregolnslnsuument, - both of whom
are known to me .or pmvic:Icd T ·
ldentlflQtion; and both of whom didldid not take an oath.
WITNESS my hand and official seal in the Covnty and Stale I~ afof'eAld tNJ Ih8 _ day of ,
1996.
NO"fMY rUDUC
PrlnbJ N8'ne of NOU'Y
Stale tJ(
My Commission [xpil'tlS:
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rROM: DeB~RTOLO PROPERTIES
F~X NO. = 216 726 7993
03-05-96 04=55P P.06
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BOYNTON "".JCP MSOCIATn, LTD.
By: DeBartolo Realty Partnership, L.r.
/)General Partner
~ r1A('V\O!~,'\~
Bya o.lfartolo Realty COrporation,
Oen.aI Partner
PrlnUld I'll'" arWlenMi
By:
00 W1lneN ''''UIl:
Sr. V ice PA!Sldent
p,:"M! N_ d WItneN
"-i.-NflI'Ile
AttMt~
As5istant Sec:retary
I"!1nRId Nwna
STATE 0.. "LOKIDA :
COUNTY Of PALM 8EAOi
I HEREBY Cl:R1lFY Nllln Ihis day, before me, lIl1 offlcw dulV aultlor1Dd In the:!llat.e..nd QJunty ~Iirl
to .-e .w:lcnowlooBJllents, pellooally append JOI"IN I. WHllWOltTH, IU, and WILLIAM (j. WINTERS, 1M PNsideru
and S&clelary I'MpedivelY, of the LAKE WORTH DAAlN^(;! DISTRICT, both of whelm ...~ eMCI.Itina the
foregoi ns j nstrurnen\. and both or whom are kl1QWJ1 tg me, ..d did n04:. on oelh.
WlTNC' my hand and ~dAI :lC41 in 1hc Col.lnty l!lO'Id 10... '- J~1d th. ttMI_ day of
1996,
NOTARY PUBLIC
PrintlJd Name of NgWy
5U of Florida
My Commission ExpIres:
5
FROM: De8~RTOLO PROPERTIES
F~X NO.: 216 726 7993
03-05-96 04:54P P.05
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10. B'JA greel to pay all reasonable expenses emanatins out of and relatins to
the preparation of thIS ^Kreement~ whiCh Shill I Include, but n~ limited to attomcy~
recordinl,. .nd administration fees.
11 . The parties hereby asree from time to time to execute and deliver sucn
further a.nd other transfers, assfgnmenlsl and documents and to do all matters and thl"8S
which may be convenient to more dfectlvely and completely carry out the Intention~ o(
tne easement.
12. All notices required or allO'Ned by this Asreement shall be delivered in
pel'Mln or mailed by Certified Mail - Return Receipt Requested, f'05otilp prepaldl to the
party upon whom such notice is to be slven ilt the followi"! Bddre&&eS:
B/JA: BOYNTON ~JCP ASSOCIATES. LTD.
Attn t General Counsel
7655 Matket Street
YoungstoWn, OH .....~13
lWOD:
William (j~ Winters
lake Worth Dralnap Dlstrld
13081 Military T,ail
DelrD)' Beach, FL 334&4
Copy to:
Mark A. Petry, Esq.
Perry & Schone, P.A.
SO S.~. Fourth Avenue
DeIr.aV Beach, FL 33483
IN WITNESS WHEREOf, the panies have hereunto CKec:uted thIs Agreement the
dAy and year fint above writton.
WITNESSES: LAKE WORl H DRAINAGE DISTRICT
A Special Taxing DIstrict
By:
II} Wlu1ese S1pltUle
John I. Whitworth, Ill, President:
13081 Military Trail
Delray Beach, FL 33484
Printed NMlC 01 WII'IOU
(2) Wlmea. Sl~""1'C
Prinltld N...." of WIWle$S
Attest:
William G. WinterS. Sea'etal')'
12081 Mllh.ary TraIl
Delray BeKh~ FL U484
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'FROM: ~eB~RTOLO PROPERTIES
F~X NO.: 21€> 72€> 7H3
03-05-9€> 04:54P P.04
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reasonably Incurred, Including attomeys fees and COllt costs, which shall become a lien
against the 8!JA PROPeRlY, ."d shall be enforceable end collectibl. in accordance with
the laws of the State of Florida. If 8'JA ObjKts to this course of action by the DISTRICT,
B;JA may request to appear at the next regular scheduled meeting of the Board of
SupelVl:;ol'S of the DISTRICT to req~t alternative actiOn by the DISTRICl.
6. Effective upon the date S;J^ commenCEl$ ~ on the unal reloeation,
BBJA $hall infUn:'! tne DISTRICT against any and all liabilities via a general liability
insurance policy in the sum of ONE MILLION DOLLARS ($1,000,000.00), listing Lake
Worth Drainage District as an additional named insured. Such Insurance policy shall be
kept in full force .nd eftect during the term of thl' AlJreement and the expenses of same
shall be bome by Btf.l^ or its successors and assiBns. Proof of such coverage shall be
delivered to the DISTRICT within the 30 days period prIor to the annual renewal date of
the policy. funherj If 8/JA a.llows said in,urana poliey to expire this Agreement may bo
terminated by the DISTRiCT, resulting in a fee of THREE HUNDRED AND 001100
DOLLARS ($300.00) to nave said Agreement reinstated.
7. e1JA agrees to indemnify and hold the DISTRICT harmless of and from any
and all liability whh::h the DISTRICT mey or co..,td lu,tain 85 a result of ~ emanatlns by
l'OMon of the construction, installation, operation, insf*1lon, ma.intenance, repair,
replac~ment or use of the NEW CANAL PROPERTY, the same iocludins. but not limited to
damages or injury to the actual improvements, or to the public arising out of the public's
use thcreQf.
8. I.l~JA ,hall pay to the DISTRIC1, a one--time fee eQual to $15.00 per lineal
foot of right-of-way being utilized by said BBJA, said lineal feet beins 1,428.52. This fee
shall be non-refundable once paid and will be paid upon tnan,fer of deeds for the Canal
properties.
9. Thi~ Agreement unless terminated due to a default of the terms and
conditions as provided hereint shall be perpetual and shall run wlth the property if an
appurtenance. The eal1iement sranted herein is intended to be a nonexclusive easement in
favor of S;JA and shall inure only to the benefit B~JA, its successors and assigns.
3
FROM: D~B~RTOLO PROPERTIES
FAX NO.: 216 726 7993
93-95-96 94=53P P.93
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, . The facti above are true and correct.
2. The parties agree to the canal property exc:honlC as de6cr.bed above.
3. Upon conveyance of the NEW CANAL PROPERTY by B~JA to the DISTRICT,
the DISTRICT irants unto B;JA a perpetual nonexclusive risht, privilege and easement
over the NEW CANAL PROPERTY for the limIted purpo5e d constructil1& Inlltalllng,
operGtlng, in'f*=ting, maintaining! repairing and/or replacing a piped canal, its head wall!>
as well as other improvements, includlns pavement and improvements thereon, including
landscapins. Iighrlng, utilities and irrlption (the -OTHER IMPROVEMENTS-) in, under, on,
over and through the Easement Property, In accordance with the plans furnished to the
DISTRICT, ii' described in Exhibit .0. attacohed hereto and by reference made a part
hereof.
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4. Tha DISTRICT'S lateral canal shall be relocated to the NEW CANAL
PItOf'ERTY and 5hall be piped by B;,^ within one year from the date of this Asreement,
subject to extensions as may be reasonably agreed to and granted by the DISTRICT, In
accordance with the plans titled Boynton Beach Mall LWIJIJ Canal L-23 Relocation &
Enclosure Plan as prepared by Hi88ins Engineering, Inc. and as approved by the DISTRIc..'T
(~ sheets). Prior to commem:;ins construction, BBJ^ 5hall provide the DISTRICT with a
performaneo bond or cash in tho amount of 110 percslt of contrad price.
5. BSJA agrees to maintain, repair and replace the piped canal and pay all
expenses there involved so as to provide at all times {he 1ree flow of water through the
NEW C!\NAl ~O""I:KTY and fultner to maintain and keep OTHER IMPROVEMENTS In a
sood, Si\fc, usable wnditian and in c;ompliance with Scod englnf!erin, slandards and do
and perform all acts of maintenance that the DISTRICl may reasonably require in writing.
In the event O,1A falls to proceed wnh maintenance or repai~ or otherwi5e falls to obtain
the DISTRICT'S approv.1 of a s<:hedule for repairs of tho piped c:ana\ within 30 days of
receipt of written notice from the DISTRICT reauiring maintenance or repairs be done, the
DISTRICT may, at its sole discretion, effectuate maintenance and repaJrs and the entire cost
thereof shall be payable by BBJA within 10 days after n:lnderins of a statement of the cost
to BBJA. Further, thg DISTRICT may terminate this Agreement and shall have the riJht to
reopen the canal. reclai m ownership of any pipe salvage and any expenses thereby
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c ~ HIGGINS ENGINEERING, INC.
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SURFACE WATER MANAGEMENT PERMIT NO.: 50-00860-S
PERMIT MODIFICATION
for
BOYNTON BEACH MALL
PALM BEACH COUNTY, FLORIDA
Prepared for
DeBARTOLO PROPERTIES MANAGEMENT, INC.
December, 1995
Revised January, 1996
86-10.2
4623 Forest Hill Blvd., Suite 113
(407) 439-7807
West Palm Beach, FL 33415
FAX (407) 439-0026
Water Resources - Environmental
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SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SURFACE WATER MANAGEMENT PERMIT NO.: 50-00860-S
PERMIT MODIFICATION
for
BOYNTON BEACH MALL
TABLE OF CONTENTS
PAGE NO.
I. PURPOSE 1
II. EXISTING FACILITIES 1
III. ADMINISTRATIVE INFORMATION
A. Section A Form 3
B. Section C Form 8
IV. APPLICATION FORM SECTION E INFORMATION 10
V. PROPOSED FACILITIES INCLUDED WITH THIS MODIFICATION
A. West Basin 21
B. East Basin 21
VI. EXISTING AND PROPOSED LAND USE SUMMARY 22
VII. WATER MANAGEMENT CALCULATIONS
A. Water Quality 23
B. Water Quantity and Flood Protection Summary 25
C. Allowable Discharge 26
D. L-23 Culvert Enclosure Design 26
E. Submergence Loss 27
VIII. FLOOD ROUTINGS 29
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EXHIBITS
Vicinity Map/Location Map
Pre-Application Comment Letter from SFWMD dated July 13, 1987
Overall Site Map
Legal Description
ATTACHMENTS
(Separate)
Construction Plans, prepared by DeBartolo Properties Management, Inc. (1
Sheet)
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SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SURFACE WATER MANAGEMENT PERMIT NO.: 50-00860-S
PERMIT MODIFICATION
for
BOYNTON BEACH MALL
I. PURPOSE
This permit modification is to obtain construction approval for 3.75 acres of additional
parking area to be located at the northwest corner of the Boynton Beach Mall.
II. EXISTING FACILITIES
The Boynton Beach Mall site received a construction and operation permit for 117.9
acres of commercial lands in 1981. The total acreage addressed at that time was 148
acres, which included perimeter out parcels, a 6.92 acre buffer and 2.79 acres of the
LWDD L-23 Canal right-of-way. The drainage calculations excluded the buffer area
and LWDD L-23 right-of-way because these areas were not proposed for first phase
development and did not contribute runoff to the water management system. Runoff
from the mall site was directed to the LWDD L-23 Canal and the Boynton Beach (BB)
C-16 Canal via two drainage basins. The west drainage basin, which encompasses
38.41 acres, serves the southwest portion of the site. Runoff within this basin is
routed to a 3.07 acre lake which discharges to the LWDD L-23 Canal. The east basin
encompasses the remainder of the site and discharges to the BB C-16 Canal via a
separate lake system.
On May 16, 1989, the Boynton Beach Mall Surface Water Management Permit
received a South Florida Water Management District (SFWMO) approval for a
modification (See Application No.: 09278-1) of ttle site. This previous modification
approved construction of 5.3 acres of additional parking area and the enclosure of a
section of the existing LWOD L-23 Canal with approximately 1,460 linear feet of 66
inch diameter RCP pipe. It was shown that the additional parking area would affect
only the east basin of the two-basin project. However, the parking lot expansion was
never constructed. This current plan is similar to the previously approved plan but the
parking lot expansion is reduced from 5.3 acres to 3.75 acres. In addition, this
current plan has been modified to direct more of the runoff to the west water
management pond.
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III. ADMINISTRATIVE INFORMATION
A. Section A Form
B. Section C Form
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FOR ACiI:NCY USE ONLY
llEPIWMO Allplu;alion' _'__'_,_,,_,________
Oall Apphc'UUll Hle,il/lld
hi Rlle,il/IHJ .
tIll lille"", ,
ACOE Applicllllon I
U"'ll AIlI.IIL,1I01l Aacaivad _______..
hUpO~bd t'fUjllClllll. _ Q _'_ .
Propolilld t'fUjUCI Lunu, _"_'__"
SEe nON A
Aro ltny of the activities described in this IIpplicbtion propolied to occur in. on, or oven wtltltmds or
other surfdce wattus? (i yes 0 no
Is this Clpplication btlmg filed by or on behalf of a governlllemt 6ntity or dlliinage district?
Dyes ot 110
A. 1 ype of Environmental Resource P6rrnit RClquestCld (chtld Bt 168st onal
[] NOliced Gen6H~1 - include information requested in Section B.
[,J SlundiHd Gentlral (Single. FtuHtly DwellinoHnclude inlorrntltion requested In Stlclionli C t1nd
D.
LJ Stundard GenCJral (all other projects) - include information requested in Seclionli C and E.
I: J IndiVidUal (Single Family DwellillU) - include information reqUtlliled in SClCliofl& C 811J O.
IX) ImllVidutll (all oHun projeclli) - include information IIHtUelittld in Stlctionli C Bnd E.
U Conctlpluel ' include informetion rctquested in Sections C ltnd E.
[) Mllioulion Banl Permit (conlitructioll) . iru::lude inforllltltion requested in Seclion C blld F.
( If tllll proposed mitiuation bank involves the construction of fI :>>urfiiCtl WaltH IIlti.UiOtlIlUHlt
system rtHlulIlIlO bnother permit definod above. check the apprOprlilltl box and liublllil the
Inforlllutioll requosted by the i1pplicallla section. )
fl Milioauon Bank lconceptultl) - incJudtl information requested in Section C find F.
B. Type of activity for which you are applying (check at feast onel
!XJ Construction or operation of a new system including d.eduing or filling in, 011 or over
wetlalllfs tlnd otht:r surface waters.
U AlltHation or Ol)eration of an existing system which was not previously permitted by fI WMD
or DEP.
t; Modification 0' a system previously permitted by a WMD or DEP. Provide previous permit
nurnburs.
~:: AlterdtiulI of a SYSltllll 0 Extension of pesrOlit dur.Hioll n AUandomnent of it
system
LJ Construction of additional phases of a system n RemoVbl of it sYlitem
C. Are YOll requesting authorization to use States Owned Ltinds. 0 YtlS til no
(If YtlS include the informBtion requested in Section G.)
D.
For activjtias in. on or over wetlands or other surface wattlrs, chtlck type of 'edtHClI
dredge Bud fill permit requestfld;
l.J Intfividuul [) Prourflmllltitic General
LJ General lj(I Nationwide rJ Not ApplicalJle
E.
Are you claiming to qualify for an exemption? nyes ~ no
If yes prOVIde rule number if known.
Page 1 of 4
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OWNEHISl Of LAN!) fNlIH TO ttfCE11/1i t't:HMlf lIf OUltK TItAN OWNtHl
NAME NAME
l>EIIAH'I'OLO PIWPERTIES HANAGEHENT', INC
ADUIIESS POS'I' OFFICE UOX ]iU7 ADUHESS
'lGLU r-tA HI, E'I' S' I 'I {I~ E'l'
CITY. S TATE. ZIP CITY. SIAH. LIt'
Y( 1IINCS'I'OI1JN, ollIn '14512-60B5
COMPANY AND 1111 E CDMt'ANY AND 111 it;
TE ltYI-tONE I21GI 758-7292 TEl Et'''ONE I 1
FAX 121b 1 726-2557 fAX I 1
AGENT AUTHORflfD TO SECURE PERMIT lIf AN A<lENt CONltUl T ANT lIf DlfFfftENT fROM AOEN fl
IS USEDI
NAME NAME
1<\ )llEH'l' \1/ . IIICGTNS, P. E.
.
COMPANY AND TITLE PHE:::ljl>EN'l' COMPANY AND TIllE
II [(;<;1 Wi ENe; J N EEH lNG, INC.
ADDRESS ADDRESS
iHin rOI~E~;'[' IIILL BLVD. , SUf']'E 113
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CIT Y. ST A TE. Zit' CITY. STATE. III"
'" E~~'f' I'MN llEACII, FUmr DA 3 '3'11 ')
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TELEPHONE 1'1071 '139-7007 TEnt-HONE I I
fAX 1'1071 .n9 -0026 fAX c 1
Name of project, incJudino phase if applicable BOYNTON m:Al'll ~lALL Is
-'--------------- - ------
this upplicutioll for 'HH t of IS rnulli'phcase projt;CI? n yes I!I flu
Totul upplicont,owned area cOlltiuuous to Ihe project I 'H!. -i cac
T otcal project area for which it permit is liought -..l. 4~,_ ac
ImplHvioU5 area tor which a permit ili tiollght 0 ac
What is the IOliil tlrea (metric equivalent for tadtHbllv funued projecls) of work in, on, or OVtH
wotlunds or othtlr surface waters?
! . -!<) acres 121,<'>33 S(lUfHe 'flet 1.13 hectares _~_ SqlJtHU IHc'lttHS
NUllIlltH 01 new boat slips propolied. 0
Project localion luse additional sheets. if needed)
Coulltvlius) 1'1\ 1.~1 BEACH
Suclionls) 1<) Township 45 South R tll\'{j-;-- ~~ K:1::; t
Stlclion(s) Township Runuu __
Lund Gr unt rUUlltI, if applicublu N/A ------.-.--.-----------
Tux Purctll Idtlmification Numbor ~ -----.---,...- ---- -----
StrOllt address, roau, or other location ---------------
City, Zip Code it applicable
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DusclIoe 11\ UOIIt!{al hHms tht! propOStld projucl, lOystUlIl, or t1Clivlly.
1~1;:OIJE~~'I'ING APP1WVAT. [<'OH TilE INS'J'Af.LA'I'ION OF A l'IJLVl':I{'!' ItJ A ~)I'C'l'I(HJ
I)io' 'I'IW LI;lI>D L-2J CANAl. AT TilE N()I<'I'II\vE~;'I' COHNj':H (W '1'111': llIJYNT()r~ IWAI'I!
HALL.
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II there lIovu been any pro.opplicotion meotings, includlllO ot the plOjuct site. with rtlguhltory stuff,
pltWSU list Itlu dUlu(s), locl:ltion(s), I:Ind numes 01 key slid I /Sllll 'HlJluCI rUIHus6111/Slivtls,
-,
Plcilse idenlity liy numlier uny MSSW/Wetland resourcu/ERP/ACOE PtHfI\ilS ptmdin{J, issued or
dunled tor IHDlccts iH the location. tlnd any rt~lllted enlOrCtlflltHlt /Scllons,
Agency
~::W\;It'I()
Duto
'l!.1JY119
No,\Type of Application Action Ttlken
~)O-(J(lBfi()-S PEHt'1('I't'llllllFICA'j'ION
Ff)EI~ 2/ I ">/09
"J015J70<J6
III<EfCE/F I f.L )11o:1~t'1 1'1'
1'1l(' ()F:m.l L/ I ")/119
LA 203,11 flO
IJlWIlCE/F [LL PEl<t-lT'l'
NQl t~: T !!~.QI!'2~!!!!Llnlorl!HI!lQ!ljL!!Hill![ ed onlL!QLQ! Qi!!!:!Le!,!!QQ~ed _t!LQ0.~!.!Llru~! LQL.QY~!
yy.!!.t!!!1 HJ ~-~ !l!!L!l!!!t~~!!L.!1!,!!!lillL.2! uLJl!L () e r I !.llLi! !l!.UQ[ _!!!.!!! !Q!1!.21!!!!LJ~ l!!!... ~ 12ll1.-.JlW!l~ J
~Ulllllt:.w!='.1J!!IHb !!!ld is not ntlCtlSSbl ~!ltill tlPill~~!~x:JQU!!lJ~H'i!!!lll!l!.!!!li!!!,!i~~i!U!h!LP~!!!!!L
Pluase plovlue Ihe nclln~s. IldLlr~ss,"s tilld lip coLles of plUptllly OWlltllS WllOStl plOpUl\y dUtll-IIV
udJoills the projocl (eXCluding apphctintl. PltHuitl atttlch tl pllll\ vitl W showing tlltl OWlltll'S IH;llllCS
bllll udjoinlllU property lines. AU/Sch addiliontll sheets if neCtlSSillY,
1. LAI,I-: \vm~'I'11 IlHAINAGE DIS'mrCI' 2.
}jOBl S. NIL['I'AHY 'I'HATL
IWI.HAY /lEACII, FLOHTDA 334B4
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3, 4.
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By signing this application form, I am applying, or I am applying on behalf of the applicaut, for Ihe permit
Bnd BIIY propriulCHY authorizations idamitiud bbove, according to thts supporting dlllli end oUun incidtullal
information filed with this application. I am hllniliar with tho intormlltion contained in Ihili uppliclItion lanJ
rtlprosunt that such informlllion is trua, complete and accuralo. I undeultand Ihis la an opplictHion bnd
not it permil, and that work prior to approval is a violation. I undeunand that thia application and any
permit iuued or proprietary 8uthorization iuued pursuant Ihereto, dotslt not ruliov8 mu of Ilny obliuotloll
tor obtaining any otht:H required huJeral, litiilu, water manogemunt district or locbl parmit prior to
comrnancemenl of construclion. I aorue, or I agree on beh'" 01 my corpoualion, to oporulu bnd OIilinluill
the permiued systum unluss the purrnilting agency aUlhoulUi transler 0' Uut purlllit to b rusJlOn:;iblu
operalion emity. I undursland thtat knowingly making any 'ulse statement or rtspreuntation in thl:;
flpplication is fl violation of Section 373.430, f.S. and lIS U.S.C. Suction 1001.
AN AGENT MAY SIGN ABOVE QN!.Y IF ntE APPLICANT COMPLETES THE FOLLOWING:
I hereby designate and authorize the agent listed 8bove to act on my b6halt, or on botuslt of my
corporal ion, as the agent in tho processing of this a,pplication for the permit and/or propriatary
authorization indicuted above; and 10 furnish. on request, liupplementlll infornltation in liuppon 01 tht!
flpplicfllion. In addilion, I authorize the above-listed ag8nt to bind me, or my corporation, to perform allY
roquirumem which may be nocaSl:iluv to procure the ptsrmil or authorillitioll indicElttld abovtl. I
understand that knowingly making any falu IOlt1ltlment or representation in lhllO bpplicatiun Iii Ii violiltlOIl
01 Section 373.430, f.S. and 18 U.S.C. S8clion 1001.
T YJlad/Primed NilllItl of Applicant
SEE A'I"rACIIED I.E'I"l'EH DA'I'ED ) 1/21/95
Signature of Applicilnt Oilttl
(Corpor uta Titlo il applicable)
Pi.... "01.: Th. .pp'lIce"I'. orlg!nal .Ian.lur. Inol . cOl!yll, ,,~d,.dahov!,
PERSON AUTHORIZING ACCESS TO THE PROP'ERTY MUST COMPLETE TUE FOLLOWING:
I eithor own the properly describad in this applicalion or I hav8 laual authority' "\ allow accllSS 10 tilt!
properly, and I consem, attar recoiving prior notification, 10 any liilts vi:m Oil Ihtl prOptllly tJy agoflls 01
persunnel from ttlt! D8panmtmt of Envilonm8ntal Protection, tho WatlH Manllg~Hnunt Dlliuict and tlltl U.S.
Army Corps 0' Enginaers nucusliary for the review end in&ptlClion of the propot>ud projt!ct sptlcillaJ III
IIIi:; application. I authorize thosa 8gtsntli or plHsonn81 10 tUlllH lhts prOp8rty liS /lHaIlY tillltst> cUi ITIlay tJtl
nocossilry to make such review and inspection. further, I aortle to provida entry to tho ploject sitt! 101
such &oonts or personnel to monitor permitted work if a plulIlit j:; orflllted.
IWIlJo:I~'I' ~~. III CU INS, P. E.
T YPt!d/Printtld Nilme Signature Datt!
I'HI~~il\}l~N'I', HHiGINS ENGINEElHNG, INC.
fCoq>o/ ate Title if 8pplicablC:lI
Page 4 of 4
I)L1ka'1o:~)
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fJeBartoJo Properlif!'.> MI1f1tlgt'menl. 1m..
16'>" M..ukcl Sl. . PI), i:!< IX 'OiJl . Y0IJnt;;t>1l),^'11 Of! 4'1) U j~o'l
t16t'/)/j-'/:!lJ2 -I'AX 1It{I'.rll';')!\
D<Jvid f-l CUll
\'I'~ P,.'.id.....IN~./a)lrll.M
November 21, 199;')
To whum it may concern:
Pka5e be advised 'hat Mr. Ro~rl W.lJig~iJls of Higein:; EuginccJ'iug, Inc. shall :>crv~ as aulhoriZJ.;d
rcpl'esentative of Boynton - Jell Assuciate8. ltd., u norida limited pillLJlcr~hip, Un:; l)Wll~rS of
BoyntDn lleach Mall in Boynton Bcud\Florida. I hggin~ l~JJ~i.n~ing shall n::prescut lht: owners in
all matters related to permitting uud approvills llcCCS~ury for rnodificaliulls Ii) c<Wl1l J .,2.>.
CU:tf &
David H. Curl
DHC/tllf
c: Roderick C. V ospcr
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SECTION C
Environmental Relource Permit Notice of Receipt of Application
This information is requued in Iddition to Ih.1 required in Dtbli aections of the Ippficllion. Plelse submit fi~e copies 01
this notice of reCllipt of Ipptiution Ind III IUlchmenu with the other required information. lll.AlE ~UBMIT All
INfORMATION ON PAPER NO URGfR THAN 2' Jl 3'.
Project Name: OOYNTON BEACH MAIL (CAW\L ENCLOSURE)
County: PAlM BEACH
Owner: DeBARTOLO PROPERTIES MANAGEMENT, INC.
Applicant: tfJGGINS ENGINEERING, INC.
Applicant's Address: 4623 FOREST HILL BOm~EVARD, SUITE 113
WEST PAU1 BEACH, FLORIDA 33415
1. Indicate the project boundaries on II USGS quadrangle m.,. AUilch a location mllp thowing the boundary ot the
proposed Icti~ity. The mllp should ~Iso cORtllin I norah Iflew and a graphic .ule; .how Seclionl.), T own.hiJ/ls), and
Ranoels); and must b. ot sufficient detail 10 allow I peuon untamiliar with tlul sit. to find il.
2. P'o~ide lhe names of III wellands, Dr other surface waters that would be dredged, filled, impounded, di~lIrt.d, drained,
0' would recei~e discha'ge (either directly or indirectly), or woufd otherwise b. impacted by the proposed activity, Ind
specity it they are in In Outstlnding Florida Water or Aquatic Preserve: N/ A
3. Attach a depiction (plan Ind section views), which clearly shows the works 0' other f,cilities proposed to be
constructed. Use multiple sheets, if necessary. Use I sule sufficient to show the location Ind type ot works.
4. Briefly describe the proposed project (such as "construct I 4ac:k with boatshehe,", "replau two existing culvells",
"construct sUltace watel management system to $B,n 150 acre residenlial dllvlllopnulIIt"); F[ LL AND I NS'J'A LL
l\ CULVERT IN A SEC'I'ION OF 'l'HE LWDD L-23 CANAL'1'O ADD 3.75 ACRES OF ADDITIONAL PAW<IN<;.
5. Specily the acreaoe of wetlands 0' other SUlfite wlters, it In,. Ihat ara proposad to be disturbed, tilled, excavaled.
or otherwise impacled by the proposed activily: 2.79 ACRES OF UJDD L-23 CANAL '1'0 HE Fl LLED.
6. Provide 8 brief statement describing any proposed mitigation f., impacts 10 wetlands and other surface waten lallach
additional sheets il necessary): 0.34 acres of littonl shelf within the ~"esL Basin
water management lake. Mitigation previOUSly approved by FDEP.
FOft AGfNCY USE ONl'(
Application Name:
Appllc.uon NUmbet:
orr.clI Whllfll tllll application can bll illli(JIICIlId:
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IV. APPLICATION FORM SECTION E INFORMATION
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SECTION E
INFORMATION FOR STANDARD GENERAL, INDIVIDUAL
AND CONCEPTUAL ENVIRONMENTAL RESOURCE PERMITS
FOR PROJECTS NOT RELATED TO A SINGLE FAMILY DWELLING UNIT
I. Site Information
A. Provide a map(s) of the project area and vicinity delineating (USOA/SCS)
soil types.
See' Exhibit No.1, Vicinity and location Maps.
B. Provide recent aerials, legible for photo interpretation with a scale of
1 H = 400' or more detailed with project boundaries delineated on the
aerial.
Previously provided (see SFWMD Permit No. 50-00860-S file).
C.
Identify the seasonal high water or mean high tide elevation and normal
pool or mean low tide elevation for each on-site wetland or surface
water, including receiving waters into which runoff will be discharged.
Include dates, datum and methods used to determine these elevations.
Current LWOO L-23 Canal water elevation is 8.5 feet NGVO. The LWDO
L-23 Canal discharges into the Boynton Beach (BB) C-16 Canal.
O. Identify the wet season high water tables at the locations representative
of the entire project site. Include dates, datum and methods used to
determine these elevations.
Not applicable.
II. Environmental Considerations
A. Provide results of any wildlife surveys that have been conducted on the
site and provide any comments pertaining to the project from the Florida
Game and Fresh Water Fish Commission and the U.S. Fish and Wildlife
Service.
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The site is currently a commercial development. No wildlife surveys
have been conducted.
B.
Provide a description of how water quantity, quality, hydroperiod and
habitat will be maintained in on-site wetlands and -!ther surface ,waters
that will be preserved or will remain undisturbed.
Mitigation for the enclosure of the lWDD l-23 Canal will be provided for
in a separate Environmental Resource Permit (ERP) Application requesting
installation of a culvert in the lWDD L-23 Canal.
C.
Provide a narrative description of any proposed mitigation plans,
including purpose, maintenance, monitoring and construction sequence
and techniques and estimated costs.
Not applicable.
D.
Describe how boundaries of wetlands or other surface waters were
determined. If there has ever been a jurisdictional declaratory statement,
a formal wetland determination, a formal determination, a validated
informal determination or a revalidated jurisdictional determination,
provide the identifying number.
The LWDD l-23 Canal is the only surface water considered.
E.
Impact Summary Tables:
1. For all projects, complete Table 1, 2 and 3 as applicable.
Not applicable.
2. For docking facilities or other structures constructed over
wetlands or other surface waters, provide the information
requested in Table 4.
Not applicable.
3.
For shoreline stabilization projects, provide the information
requested in Table 5.
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Not applicable.
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III.
Plans
Provide clear, detailed plans for the system including specifications, plan
(overhead) views, cross-sections (with the locations of the cross-sections
shown on the corresponding plan view) and provide (longitudinal) views of the
proposed project. The plans must be signed and sealed by an appropriate
registered professional as required by law. Plans must include a scale and a
north arrow. These plans should show the following:
See the Construction Plans prepared by DeBartolo Properties Management, Inc.
(Attachment 3).
A. Project area boundary and total land area, including distances and
orientation from roads or other land marks;
B.
Existing land use and land cover (acreage and percentages) and on-site
natural communities, including wetlands and other surface waters,
aquatic communities and uplands. Use the Florida Land Use Code and
Classification System (FlUCCS)(level 3) for projects proposed in the
South Florida Water Management District (SFWMD), St. Johns River
Water Management ~istrict (SJRWMD) and the Suwannee River Water
Management District (SRWMD) and use the National Wetlands Inventory
(NWI) for projects proposed in the Southwest Florida Water Management
District (SWFWMD). Also, identify each community with a unique
identification number which must be consistent in all exhibits.
C.
The existing topography extending at least 100 feet off the project area,
and including adjacent wetlands and other surface waters. All
topography shall include the location and a description of known
benchmarks, referenced to NGVD. For systems waterward of the mean
high water (MHW) or seasonal high water lines, show water depths,
referenced to mean low water (MlW) in tidal areas or seasonal low
water in non-tidal areas, and list the range between MHW and MLW. For
docking facilities, indicate distance to, location of and depths of the
nearest navigational channel and access routes'to the channel.
D. If the project is in the known flood plain stream or other water course,
identify the flood plain boundary and approximate flooding elevations;
Identify the 100-year floodplain boundary of any lake, stream or other
watercourse located on or adjacent to the site;
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The boundaries of wetlands and other surface waters within the project
area. Distinguish those wetlands and other surface waters that have
been delineated by any binding jurisdictional determination;
F.
Proposed land use, land cover and natural communities (acreage and
percentages), including wetlands and other surface waters, undisturbed
uplands, aquatic communities, impervious surfaces and water
management areas. Use the same classification system and community
identification number used in III (B) above.
G.
Proposed impacts to wetlands and other surface waters and any
proposed connections/outfalls to other surface waters or wetlands;
H.
Proposed buffer zones:
I.
Pre- and post-development drainage patterns and basin boundaries
showing the direction of flows, including any off-site runoff being routed
through or around the system; and connections between wetlands and
other surface waters;
location of all water management areas with details of size, side slopes,
and designed water depths;
location and details of all water control structures, control elevations,
any seasonal water level regulation schedules; and the location and
description of benchmarks (minimum of one benchmark per structure);
L. location, dimensions and elevations of all proposed structures, including
docks, seawalls, utility lines, roads and buildings;
M. location, size and design capacity of the internal water management
facilities;
N.Rights-of-way and easements for the system, including all on-site and
off-site areas to be reserved for water management purposes and rights-
of-way and easements of the existing drainage system, if any;
O. Receiving waters or other surface water management systems into
which runoff from the development site will be discharged;
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P. location and details of erosion, sediment and turbidity control measures
to be implemented during each phase of construction and all permanent
control measures to be implemented in post-development conditions;
Q. Location, grading, design water levels, and planting details of all
mitigation areas;
R. Site grading details, including perimeter site grading;
S. Disposal site for any excavated material, including temporary and
permanent disposal sites;
T. Dewatering plan details;
u. For marina facilities, location of any sewage pumpout facilities; fueling
stations;
V. Location and description of any nearby existing 01 I-site features which
might be affected by the proposed construction or development such as
stormwater management ponds, buildings or other structures, wetlands
or other surface waters.
w. For phased projects, provide a master development plan.
Construction Schedule and Techniques
Provide a construction schedule, and a description of construction techniques,
sequencing and equipment. This information should specifically include the
following:
In order to minimize off-site turbidity during construction, the culvert will be
placed and put into operation prior to filling the canal. Turbidity screens and
hay bales will be used to control runoff during construction.
A.
Method for installing any pilings or seawall slabs;
B.
Schedule of implementation of a temporary or permanent erosion and
turbidity control measures;
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C. For projects that involve dredging or excavation in wetlands or other
surface waters, describe the method of excavation and the type of
material to be excavated;
D. For projects that involve fill in wetlands or other surface waters, describe
the source and type of fill materials to be used. For shoreline
stabilization projects that involve the installation of riprap, state how
these materials are to be placed; (i.e., individually or with heavy
equipment) and whether the rocks will be underlain with filter cloth;
E. If dewatering is required, detail the dewatering proposal including the
methods'that are proposed to contain the discharge, methods of isolating
dewC!ltering areas and indicate the period dewatering structures will be
in place (Note a consumption use or water use permit may by required);
F. Methods of transporting equipment and materials to and from the work
site. If barges are required for access, provide the low water depths and
draft of the fully loaded barge; and
G. Demolition plan for any existing structures to be removed;
H. Identify the schedule and party responsible for cOdlpleting monitoring,
record drawings and as-built certifications for the project when
completed.
Drainage Information
A. Provide pre-development and post-development drainage calculations, ,
signed and sealed by an appropriate registered professional, as follows;
1. Runoff characteristics, including area, runoff curve number or
runoff co-efficient and time of concentration of each drainage
basin;
See Section VII, Water Management Calculations.
2. Water table elevations (normal and seasonal high) including aerial
extent and magnitude of any proposed water table drawdown;
See Section VII, Water Management Calculations.
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3.
Receiving water elevations (normal, wet season, design storm);
See Section VII, Water Management Calculations.
4.
Design storm used including rainfall depth, duration, frequency
and distribution;
See Section VII, Water Management Calculations.
5.
Runoff hydrograph(s) for each drainage basin, for all required
design storm event(s);
See Section VII, Water Management Calculations.
6.
Stage-storage computations for any area such as a reservoir, close
basin, detention areas, or channel used in storage routing;
See Section VII, Water Management Calculations.
7.
Stage-discharge computations for any storage areas at a selected
control point, such as control structure or natural restriction;
See Section VII, Water Management Calculations.
8. Flood routing through on-site conveyance and storage areas;
See Section VII, Water Management Calculations.
9. Water surface profiles in the primary drainage system for each
required design storm event(s);
See Section VII, Water Management Calculations.
10. Runoff peak rates and volumes discharged from the system for
each required design storm event(s); and
See Section VII, Water Management Calculations.
11. Tail water history and justification (time and elevation);
See Section VII, Water Management Calculations.
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12. Pump specifications and operating curves for range of possible
operating conditions (if used in system)
See Section VII, Water Management Calculations.
B.
Provide the results of any percolation tests, where appropriate and soil
borings that are representative of the actual site conditions;
Not applicable.
c.
Provide the acreage, and percentages of the total project, of the
following: '
1. impervious surfaces, excluding wetlands,
See Section VII, Water Management Calculations.
2. pervious surfaces (green areas, not including wetlands)
See Section VII, Water Management Calculations.
3., lakes, canals, retention areas, other open water areas,
See Section VII, Water Management Calculations.
4. wetlands;
See Section VII, Water Management Calculations.
Provide an engineering analysis of floodplain stora['''! and conveyance (if
applicable), including:
1. Hydraulic calculations for all proposed traversing works;
See Section VII, Water Management Calculations.
2. Backwater water surface profiles showing upstream impact of
traversing works;
See Section VII, Water Management Calculations.
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3. location and volume of encroachment within regulated
floodplains(s); and
See Section VII, Water Management Calculations.
4. Plan for compensating floodplain storage, if necessary and
calculations required for determining minimum building and road
flood elevations.
See Section VII, Water Management Calculations.
E. Provide an analysis of the water quality treatment system including:
1. A description of the proposed stormwater treatment methodology
that addresses the type of treatment, pollution abatement volumes
and recovery analysis; and
See Section VII, Water Management Calculations and Exhibit No.
7, Overall Site Map.
2. Construction plans and calculations that address stage-storage.
and design elevations, which demonstrate compliance with the
appropriate water quality treatment criteria.
See Section VII, Water Management Calculations.
F. Provide a description of the engineering methodology, assumptions and
references for the parameters listed above, and a copy of all such
computations, engineering plans, and specifications used to analyze the
system. If a computer program is used for the analysis, provide the
name of the program, a description of the program, input and output
data, two diskette copies, if available and justification for model
selection.
Not applicable.
Operation and Maintenance and legal Documentation
A. Describe the overall maintenance and operation schedule for the
proposed system.
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E.
The operation of the storm water management system shall be the
responsibility of DeBartolo Properties Management, Inc.
B.
Identify the entity that will be responsible for operating and maintaining
the system in perpetuity if different than the permittee, a draft document
enumerating the enforceable affirmation obligations on the entity to
properly operate and maintain the system for its expected life and
documentation of the entity's financial responsibility for long term
maintenance. If the proposed operation and maintenance entity is not
a property owner's association, provide proof of the existence of an
entity, entity, or the future acceptance of the system by an entity which
will operate and maintain the system. If a property owner's association
is the proposed operation and maintenance entity, provide copies of the
articles of incorporation for the association and copies of the declaration,
restrictive covenants, deed restrictions, or other operational documents
that assign responsibility for the operation and maintenance of the
system. Provide information ensuring the continued adequate access to
the system for maintenance purposes. Before transfer of the system to
the operating entity will be approved, the permittee must document that
the transferee will be bound by all the terms and conditions of the
permit.
Not applicable.
c.
Provide copies of all proposed conservation easements, storm water
management system easements, property owner's association
documents and plats for the property containing the proposed system.
Not applicable.
Provide indication of how water and waste water service will be
supplied. letters of commitment from off-site suppliers must be
included.
Not applicable.
Provide a copy of the boundary survey and/or legal description and
acreage of the total land area of contiguous property owned/controlled
the applicant.
See Exhibit No.4.
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VII.
Water Use
A. Will the surface water system be used for water supply, including
landscape, irrigation or recreation.
No.
B. If a Consumption Use or Water Use permit has been issued for the
project, state the permit number.
Not applicable.
C. If no Consumption Use or Water Use permit has been issued for the
project, indicate if such a permit will be required and when the
application for a permit will be submitted.
Not applicable.
D. Indicate how any existing wells located within the project site will be
utilized or abandoned.
Not applicable.
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V. PROPOSED FACILITIES INCLUDED WITH THIS MODIFICATION
A. West Basin
1.10::f: acres within the present buffer area and lWDD right-of-way will be
added to the west basin. This drainage area increase will not result in any
significant changes to the west basin and therefore, no water management
modifications are proposed (see Section VII, Water Management Calculations).
B. East Basin
The east basin water management system will be modifieL to accommodate an
additional 2.65 acres of parking area from the present buffer area and the
lWDD right-of-way. This drainage area increase will not result in any
significant changes to the east basin and therefore, no water management
modifications are proposed (see Section VII, Water Management Calculations).
Total additional area = 1.10 acres + 2.65 acres = 3.75 acres.
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VI.
EXISTING AND PROPOSED lAND USE SUMMARY
A summary of the permitted and proposed land uses is as follows:
PERMITTED PROPOSED
WEST BASIN (Acres) (Acres)
Total Area
Impervious Area
lake Area
lake Side Slope Area
Green Area
EAST BASIN
Total Area
Impervious Area
lake Area
lake Side Slope Area
Green Area
Undeveloped area located at the
northwest corner of the Mall site
and the lWDD L-23 Canal right-of-way
38.41
32.19
3.07
1.46
1.69
39.51
33.18
3.07
1.46
1.80
PERMITTED
(Acres)
PROPOSED
(Acres)
100.17
83.85
8.69
3.22
4.41
102.82
86.25
8.69
3.22
4.66
PERMITTED
(Acres)
PROPOSED
(Acres)
9.71
5.96
PERMITTED
(Acres)
PROPOSED
(Acres)
BUilDING AREA (FOR WQ CALCULATIONS)
West Basin 8.58
East Basin 20.23
22
8.58
20.23
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VII.
A.
WATER MANAGEMENT CALCULATIONS
Water Quality
WEST BASIN
1. Required Treatment Volume
Percent Impervious 0.84
PERMITTED - 2.5"(.84)(38.41 )(1/12) = 6.72 Acre-Feet
PROPOSED -
A. Site Area For Water Quality Calculations
Total Area - (Water Surface + Roof) =
39.51 Ac - 8.58 (Building) - 3.07 (lake) = 27.86 Acres
B. Impervious Area For Water Quality Calculatluns
Site Area - Pervious Area =
27.86 - 2.74 = 26.06 Acres
c. Percentage of Impervious Area
26.06
= 0.93
27.86
o. Required Volume
2.5"(.93)(39.51 - 3.07 Ac)(1 /12) = 7.06 Acre-Feet
2. Volume Provided
Detention volume provided between elevation 8.5 feet NGVD and 10.7
feet NGVD (Existing Structure): 7.26 Acre-Feet
23
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7.26 Acre-Feet is greater than required volume of 7.06 Acre-Feet. No
structure modification required.
EAST BASIN
1. Required Treatment Volume
Percent Impervious 0.84
PERMITTED - 2.5"(.84)(100.17)(1/12) = 17.5 Acre-Feet
PROPOSED -
A. Site Area For Water Quality Calculations
Total Area - (Water Surface + Roof) =
102.82 Ac - 20.23 (Building) - 8.69 (lake) = 73.9 Acres
B.' Impervious Area For Water Quality Calculations
Site Area - Pervious Area =
73.9 - 4.7 = 69.2 Acres
c. Percentage of Impervious Area
69.2
= 0.94
73.9
D. Required Volume
2.5"(.94)(102.82 - 8.69)(1/12) = 18.36 Acre-Feet
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2. Volume Provided
Detention volume provided between elevation 8.5 feet NGVD and 10.6
feet NGVD (Existing Structure): 19.4 Acre-Feet
Existing storage volume of 19.4 Acre-Feet satisfies required water
quality detention requirement. No structure modification required.
B. Water Quantity and Flood Protection Summary
WEST BASIN PERMITTED PROPOSED
Area (Acres) 38.4 39.51
25-Year Design Discharge (CFS) 22.4 22.9
Stage (Feet-NGVD) 14.6 14.66
Allowable Discharge (CFS) 20.7 20.8
10-Year Storm Event Discharge (CFS) 15.1 15.0
Stage (Feet-NGVD) 13.5 13.55
Minimum Parking Lot Elevation (Feet-NGVD)
Permitted - Existing (Non-Expansion) 13.5 13.5
Proposed Parking Lot (Expansion Only) 13.5 13.6
100-Year,3-Day (Feet-NGVD) 16.2 16.2
Proposed Minimum Floor Elevation (Feet-NGVD) 16.5 16.5
EAST BASIN
PERMITTED
PROPOSED
Area (Acres)
1 00. 1 7
102.82
25-Year Design Discharge (CFS)
48.3
48.8
Stage (Feet-NGVD)
14.6
14.63
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EAST BASIN PERMITTED PROPOSED
Allowable Discharge (CFS) 48.3 48.6
10- Year Storm Event Discharge (CFS) 36.2 36.9
Stage (Feet-NGVD) 13.6 13.55
Minimum Parking Lot Elevation (Feet-NGVD) 13.6 13.6
100-Year,3-Day (Feet-NGVD) 16.2 16.2
Proposed Minimum Floor Elevation (Feet-NGVD) 16.5 16.5
C. Allowable Discharge
WEST BASIN
EAST BASIN
Permitted Discharge (CFS)
20.7
48.3
Additional Discharge Due to Increase in
Drainage Area at 62.6 CSM (C-16 Formula)
0.1
0.2
Revised Allowable Discharge (CFS)
20.8
48.6
D. L-23 Culvert Enclosure Design
Size a culvert for installation in the lWDD L-23 Canal to maintain a tailwater elevation
of approximately 11.0 FT-NGVD at Javert Street for design flow conditions (existing
weir crest elevation at Javert Street Water Control Structure is 11 FT-NGVD).
l-23 Design Flow'
= 11 6 cfs
Design Tailwater Elevation
at C-16 Canal
= 9.0 FT-NGVD
1 SOURCE: Lake Worth Drainage District
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Allowable Head loss = 11.0' - 9.0' = 2.0 feet
Length (L) = 1,460'
Manning's n = 0.012
Entrance Coefficient k = 0.9
Pipe Size
66-
Head loss
2.18'
Use 66" diameter RCP
Javert Street Downstream Stage = 9' + 2.18' = 11.18 FT-NGVD
E.
Submergence loss
Based on an estimated tailwater stage of 9.0 feet NGVD at the confluence of
l-23 with the Boy ton Beach Canal, the Javert Street Water Control Structure
crest will be submerged at the design stage of 11.18 FT-NGVD. Check effect
of submergence at Javert Street structure.
Javert Street Water Control Structure Data:
Design Flow = 116 CFS
Weir Length = 72 inches
Crest Elevation = 11.0 FT-NGVD
Free Weir Flow:
2
headwater stage= 9.0+ ( 116cfs )3 = 12.37 ft
3.13 x6 .0
Discharge with submergence effects using the submergt.J weir equation:
[ 310.385
0= 116 x 1-( ~ : ~~) 2' =115.4 cfs (0.5% reduction)
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Effect of submergence on headwater elevation:
O. = Ofr.. X Submergence Factor
O. = 116.0 x 1.005 = 116.6 CFS
headwaterstage=9.0+( 116.6 )i=12.38feet
3.13x6.0
Headwater stage increase of 0.01 ft can be considered insignificant. Therefore, the
use of a 66 inch diameter RCP will convey design flow without affecting stages
upstream of Javert Street.
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01-16-1996
HIGGINS ENGINEERING, INC.
PROJECT NAME: BOYTON BEACH EAST BASIN
AREA = 102.82 ACRES
GROUND STORAGE = .37 INCHES
TIME OF CONCENTRATION = .5 HOURS
STAGE STORAGE DISCHARGE
8.50 0.00 0.00
9.50 8.94 3.57
10.50 18.'37 5.87
11.50 28.30 13.06
12.50 38.72 24.47
13.50 49.64 36.35
14.50 75.73 47 . 1'3
15.50 131.59 59.30
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PROJECT NAME . BOYTON BEACH EAST BASIN PAGE : 1
- .
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 10 - YEAR STORM ***
- 1 DAY DURATION STORM, CUM. RAIN = 9.00, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE S'I
- (HR. ) (IN. ) (IN. ) (A-F) ( CFS) (CFS) (CFS) (A-F) (FT
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 8.
0.50 0.04 0.00 0.0 0.0 0.0 0.0 0.0 8.
- 1.00 0.10 0.00 0.0 0.1 0.1 0.0 0.0 8.
1.50 0.15 0.01 0.1 1.0 1.0 0.0 0.0 8.
2.00 0.20 0.03 0.3 2.4 2.4 0.0 0.1 8.
- 2.50 0.26 0.06 0.5 4.2 4.2 0.1 0.2 8.
3.00 0.32 0.10 0.8 5.8 5.8 0.2 0.4 8.
3.50 0.38 0.14 1.2 1.1 1.1 0.3 0.7 8.
- 4.00 0.43 0.18 1.5 8.0 8.0 0.4 1.0 8.
4.50 0.50 0.23 2.0 9.1 9.1 0.5 1.3 8.
5.00 0.58, 0.29 2.5 10.9 10.9 0.7 1.7 8.
5.50 0.65 0.35 3.0 11.8 11.8 0.9 2.1 8.
- 6.00 0.72 0.41 3.5 12.3 12.3 1.0 2.6 8.
6.50 0.81 0.49 4.2 13.8 13.8 1.2 3.1 8.
7.00 0.90 0.57 4.9 15.7 15.7 1.5 3.6 8.
. 7.50 0.99 0.65 5.6 16.5 16.5 1.7 4.2 8.
8.00 1.08 0.74 6.3 16.9 16.9 1.9 4.9 9.
8.50 1.21 0.85 7.3 19.5 19.5 2.2 5.5 9.
. 9.00 1.32 0.96 8.3 22.3 22.3 2.5 6.3 9. ,
9.50 1.47 1.10 9.4 24.5 24.5 2.9 7.1 9. ,
10.00 1.63 1.26 10.8 28.4 28.4 3.2 8.1 9. '
10.50 1.84 1.46 12.5 34.0 34.0 3.6 9.3 9. !
.. 11. 00 2.12 1.73 14.8 43.9 43.9 4.0 10.7 9. I
11.50 2.55 2.15 18.4 62.7 62."7 4.5 12.7 9 . ~
12.00 5.97 5.54 47.5 284.7 284.7 6.8 19.7 10.l
-- 12.50 6.62 6.19 53.0 374.1 374.1 18.0 32.8 11.~
13.00 6.95 6.52 55.9 192.3 192.3 29.7 43.5 12 . ~
13.50 7.19 6.77 58.0 103.8 103.8 34.9 48.3 13. :
11II 14.00 7.38 6.95 59.6 64.4 64.4 36.6 50.3 13. !
14.50 7.51 7.09 60.7 43.8 43.8 36.9 51. 0 13. !
15.00 7.65 7.22 61.9 33.2 33.2 36.9 51.1 13. ~
15.50 7.78 7.36 63.0 29.7 29.7 36.8 50.8 13. ~
.. 16.00 7.92 7.49 64.2 28.5 28.5 36.7 50.5 13.~
16.50 8.00 7.57 64.9 24.4 24.4 36.5 50.1 13. ~
... 17.00 8.08 7.65 65.6 19.3 19.3 36.2 49.5 13.~
17.50 8.16 7.74 66.3 17.6 17.6 35.4 48.8 13. ~
18.00 8.24 7.82 67.0 17.0 17.0 34.6 48.1 13.~
, 18.50 8.32 7.90 67.7 16.9 16.9 33.9 47.3 13.:';
I 19.00 8.41 7.98 68.4 16.8 16.8 33.1 46.7 13.2
11II 19.50 8.49 8.06 69.0 16.8 16.8 32.4 46.0 13.]
20.00 8.57 8.14 69.7 16.8 16.8 31.7 45.4 13.]
20.50 8.62 8.19 70.2 14.9 14.9 31.0 44.7 13.C
. 21.00 8.68 8.25 70.7 12.4 12.4 30.2 44.0 12.9
21.50 8.73 8.30 71.1 11. 6 11. 6 29.4 43.3 12.9
22.00 8.78 8.36 71.6 11.3 11.3 28.6 42.6 12.8
. 22.50 8.84 8.41 72.1 11.2 11.2 27.9 41.9 12.7
23.00 8.89 8.46 72.5 11.2 11.2 27.2 41.2 12.7
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11II
-- PROJECT NAME . BOYTON BEACH EAST BASIN PAGE : 3
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RUNOFF, S.B.U.H., FLOOD ROUTING STORM
*** SCS & 10 - YEAR ***
11II 1 DAY DURATION STORM, CUM. RAIN = 9.00, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STj
.. ( HR. ) ( IN . ) ( IN . ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT
47.00 9.00 8.57 73.4 0.0 0.0 5.7 17.5 10. .
III 47.50 9.00 8.57 73.4 0.0 0.0 5.6 17.3 10. :
48.00 9.00 8.57 73.4 0.0 0.0 5.5 17.1 10. :
48.50 9.00 8.57 73.4 0.0 0.0 5.5 16.8 10. :
49.00 9.00 8.57 73.4 0.0 0.0 5.4 16.6 10. :
. 49.50 9.00 8.57 73.4 0.0 0.0 5.4 16.4 10. ~
50.00 9.00 8.57 73.4 0.0 0.0 5.3 16.2 10. ~
50.50 9.00 8.57 73.4 0.0 0.0 5.3 15.9 10. ~
III 51. 00 9.00 . 8.57 73.4 0.0 0.0 5.2 15.7 10. ~
51.50 9.00 8.57 73.4 0.0 0.0 5.2 15.5 10. ~
52.00 9.00 8.57 73.4 0.0 0.0 5.1 15.3 10.1
. 52.50 9.00 8.57 73.4 0.0 0.0 5.1 15.1 10.1
53.00 9.00 8.57 73.4 0.0 0.0 5.0 14.9 10.1
53.50 9.00 8.57 73.4 0.0 0.0 5.0 14.7 10.1
54.00 9.00 8.57 73.4 0.0 0.0 4.9 14.5 10.0
. 54.50 9.00 8.57 73.4 0.0 0.0 4.9 14.3 10.0
55.00 9.00 8.57 73.4 0.0 0.0 4.8 14.1 10.0
55.50 9.00 8.57 73.4 0.0 0.0 4.8 13.9 10.0
. 56.00 9.00 8.57 73.4 0.0 0.0 4.7 13.7 10.0
56.50 9.00 8.57 73.4 0.0 0.0 4.7 13.5 9.9
57.00 9.00 8.57 73.4 0.0 0.0 4.6 13.3 9.9
. 57.50 9.00 8.57 73.4 0.0 0.0 4.6 13.1 9.9
58.00 9.00 8.57 73.4 0.0 0.0 4.5 12.9 9.9
58.50 9.00 8.57 73.4 0.0 0.0 4.5 12.7 9.9
59.00 9.00 8.57 73.4 0.0 0.0 4.4 12.5 9.8
. 59.50 9.00 8.57 73.4 0.0 0.0 4.4 12.3 9.8
60.00 9.00 8.57 73.4 0.0 0.0 4.4 12.2 9.8
60.50 9.00 8.57 73.4 0.0 0.0 4.3 12.0 9.8
. 61. 00 9.00 8.57 73.4 0.0 0.0 4.3 11. 8 9.8,
61.50 9.00 8.57 73.4 0.0 0.0 4.2 11. 6 9.7'
62.00 9.00 8.57 73.4 0.0 0.0 4.2 11. 5 9.7'
. 62.50 9.00 8.57 73.4 0.0 0.0 4.1 11. 3 9.7!
63.00 9.00 8.57 73.4 0.0 0.0 4.1 11.1 9.7:
63.50 9.00 8.57 73.4 0.0 0.0 4.1 11. 0 9.7:
64.00 9.00 8.57 73.4 0.0 0.0 4.0 10.8 9.7l
. 64.50 9.00 8.57 73.4 0.0 0.0 4.0 10.6 9.61
65.00 9.00 8.57 73.4 0.0 0.0 3.9 10.5 9.6l
65.50 9.00 8.57 73.4 0.0 0.0 3.9 10.3 9.6.
. 66.00 9.00 8.57 73.4 0.0 0.0 3.9 10.1 9.6:
66.50 9.00 8.57 73.4 0.0 0.0 3.8 10.0 9.6J
67.00 9.00 8.57 73.4 0.0 0.0 3.8 9.8 9. 5~
67.50 9.00 8.57 73.4 0.0 0.0 3.7 9.7 9.5E
. 68.00 9.00 8.57 73.4 0.0 0.0 3.7 9.5 9.5f
68.50 9.00 8.57 73.4 0.0 0.0 3.7 9.4 9.54
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.. PROJECT NAME . BOYTON BEACH EAST BASIN PAGE : 1
.
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 25 - YEAR STORM ***
.. 3 - DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE ST
11II (HR. ) ( IN . ) ( IN . ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 8.
.. 0.50 0.04 0.00 0.0 0.0 0.0 0.0 0.0 8.
1.00 0.07 0.00 0.0 0.0 0.0 0.0 0.0 8.
1.50 0.11 0.00 0.0 0.2 0.2 0.0 0.0 8.
2..00 0.15 0.01 0.1 0.9 0.9 0.0 0.0 8.
. 2.50 0.18 0.02 0.2 1.8 1.8 0.0 0.1 8.
3.00 0.22 0.04 0.3 2.6 2.6 0.1 0.2 8.
3.50 0.26 0.06 0.5 3.3 3.3 0.1 0.3 8.
. 4.00 0.29 0.08 0.7 3.9 3.9 0.2 0.4 8.
4.50 0.33' 0.10 0.9 4.3 4.3 0.2 0.6 8.
5.00 0.36 0.13 1.1 4.7 4.7 0.3 0.8 8.
- 5.50 0.40 0.15 1.3 5.0 5.0 0.4 1.0 8.
6.00 0.44 0.18 1.5 5.3 5.3 0.5 1.1 8. I
6.50 0.47 0.21 1.8 5.5 5.5 0.5 1.3 8. I
7.00 0.51 0.24 2.0 5.7 5.7 0.6 1.6 8. I
. 7.50 0.55 0.27 2.3 5.9 5.9 0.7 1.8 8.
8.00 0.58 0.30 2.5 6.0 6.0 0.8 2.0 8.
I 8.50 0.62 0.33 2.8 6.2 6.2 0.9 2.2 8.
. 9.00 0.66 0.36 3.1 6.3 6.3 1.0 2.4 8.
9.50 0.69 0.39 3.3 6.4 6.4 1.1 2.6 8.1
10.00 0.73 0.42 3.6 6.5 6.5 1.1 2.9 8.1
10.50 0.77 0.45 3.9 6.5 6.5 1.2 3.1 8.1
. 11.00 0.80 0.48 4.1 6.6 6.6 1.3 3.3 8.1
11.50 0.84 0.52 4.4 6.7 6.7 1.4 3.5 8 . l
12.00 0.88 0.55 4.7 6.7 6.7 1.5 3.7 8 . ~
. 12.50 0.91 0.58 5.0 6.8 6.8 1.6 3.9 8 . ~
13.00 0.95 0.61 5.3 6.8 6.8 1.7 4.2 8 . ~
13.50 0.98 0.65 5.5 6.9 6.9 1.7 4.4 8 . ~
.. 14.00 1.02 0.68 5.8 6.9 6.9 1.8 4.6 9. (
14.50 1. 06 0.71 6.1 6.9 6.9 1.9 4.8 9. {
15.00 1.09 0.75 6.4 7.0 7.0 2.0 5.0 9. {
15.50 1.13 0.78 6.7 7.0 7.0 2.1 5.2 9. {
- 16.00 1.17 0.82 7.0 7.0 7.0 2.2 5.4 9. ]
16.50 1.20 0.85 7.3 7.1 7.1 2.2 5.6 9. ]
17.00 1.24 0.88 7.6 7.1 7.1 2.3 5.8 9. ]
MIl 17.50 1.28 0.92 7.9 7.1 7.1 2.4 6.0 9. ]
18.00 1.31 0.95 8.2 7.1 7.1 2.5 6.2 9. ]
I 18.50 1.35 0.99 8.5 7.1 7.1 2.6 6.4 9.2
.. 19.00 1.39 1. 02 8.8 7.2 7.2 2.6 6.6 9.2
19.50 1.42 1.06 9.1 7.2 7.2 2.7 6.8 9.2
20 . 0'0 1.46 1.09 9.4 7.2 7.2 2'.8 6.9 9.2
20.50 1.49 1.13 9.7 7.2 7.2 2.8 7.1 9.3
.. 21. 00 1.53 1.16 10.0 7.2 7.2 2.9 7.3 9.3
21.50 1.57 1.20 10.3 7.2 7.2 3.0 7.5 9.3
22.00 1. 60 1.23 10.6 7.3 7.3 3.1 7.7 9.3
.. 22.50 1. 64 1.27 10.9 7.3 7.3 3.1 7.8 9.3
23.00 1.68 1.30 11.2 7.3 7.3 3.2 8.0 9.4
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III
PROJECT NAME . BOYTON BEACH EAST BASIN PAGE : 2
III .
*** SCS RUNOFF, S.B.U.H., & FLOOD ROUTING 25 - YEAR STORM ***
III 3 - DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STJl
III (HR. ) (IN. ) (IN. ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT.
2 3 . 50 1. 71 1.34 11.5 7.3 7.3 3.3 8.2 9.4
24.00 1.75 1.37 11. 8 7.3 7.3 3.3 8.3 9.4
. 24.50 1.80 1.42 12.2 8.4 8.4 3.4 8.5 9.4
25.00 1.86 1.48 12.6 9.9 9.9 3.5 8.8 9.4
25.50 1.91 1.53 13.1 10.4 10.4 3.6 9.0 9.5
. 26.00 1. 96 1.58 13.5 10.6 10.6 3.7 9.3 9.5
2 6 . 50 2.02 1.63 14.0 10.7 10.7 3.7 9.6 9.5
27.00 2.07 1.68 14.4 10.7 10.7 3.8 9.9 9.6
. 27.50 2.12 1.73 14.9 10.7 10.7 3.9 10.2 9.6
28.00 2.18 1.79 15.3 10.8 10.8 3.9 10.5 9.6
28.50 2.23 1.84 15.8 10.8 10.8 4.0 10.7 9.6
29.00 2.28 1.89 16.2 10.8 10.8 4.1 11. 0 9.7
. 29.50 2.33 1.94 16.6 10.8 10.8 4.1 11.3 9.7
30.00 2.39 1.99 17.1 10.8 10.8 4.2 11. 6 9.7
30.50 2.44 2.05 17.5 10.8 10.8 4.3 11. 8 9.8
. 31.00 2.49 2.10 18.0 10.8 10.8 4.3 12.1 9.8
31.50 2.55 2.15 18.4 10.8 10.8 4.4 12.4 9.8
r 32.00 2.60 2.20 18.9 10.8 10.8 4.5 12.6 9.8
. 32.50 2.65 2.26 19.3 10.8 10.8 4.5 12.9 9.9
33.00 2.71 2.31 19.8 10.8 10.8 4.6 13.2 9.9
I 33.50 2.76 2.36 20.2 10.8 10.8 4.7 13.4 9.9'
34.00 2.81 2.41 20.7 10.9 10.9 4.7 13.7 10.01
. 34.50 2.87 2.46 21.1 10.9 10.9 4.8 13.9 10.0:
35.00 2.92 2.52 21.6 10.9 10.9 4.8 14.2 10.0!
35.50 2.97 2.57 22.0 10.9 10.9 4.9 14.4 10.0l
-- 36.00 3.03 2.62 22.5 10.9 10.9 5.0 14.7 10.1:
36.50 3.08 2.67 22.9 10.9 10.9 5.0 14.9 10.1:
37.00 3.13 2.73 23.4 10.9 10.9 5.1 15.1 10. 1~
ill 37.50 3.18 2.78 23.8 10.9 10.9 5.1 15.4 10.11
38.00 3.24 2.83 24.3 10.9 10.9 5.2 15.6 10.2:
38.50 3.29 2.88 24.7 10.9 10.9 5.3 15.9 10.2:
3 9 . 0,0 3.34 2.94 25.2 10.9 10.9 5.3 16.1 10.2E
. 39.50 3.40 2.99 25.6 10.9 10.9 5.4 16.3 10. 2~
40.00 3.45 3.04 26.1 10.9 10.9 5.4 16.5 10.3J
40.5.0 3.50 3.10 26.5 10.9 10.9 5.5 16.8 10.3~
11II 41.00 3.56 3.15 27.0 10.9 10.9 5.5 17.0 10.3~
41. 50 3.61 3.20 27.4 10.9 10.9 5.6 17.2 10.3f:
42.00 3.66 3.25 27.9 10.9 10.9 5.6 17.4 10.4C
. 42.5'0 3.72 3.31 28.3 10.9 10.9 5.7 17.6 10.42
43.0Q 3.77 3.36 . 28.8 10.9 10.9 5.7 17.9 10.4~
43.50 3.82 3.41 29.2 10.9 10.9 5.8 18.1 10.4/
44.00 3.88 3.46 29.7 10.9 10.9 5.8 18.3 10.49
. 44.50 3.93 3.52 30.1 10.9 10.9 6.0 18.5 10.51
45.00 3.98 3.57 30.6 10.9 10.9 6.1 18.7 10.53
45.50 4.03 3.62 31.0 10.9 10.9 6.2 18.9 10.55
.. 46.00 4.09 3.67 31.5 10.9 10.9 6.4 19.1 10.57
46.50 4.14 3.73 3L9 10.9 10.9 6.5 19.3 10.59
..
III
III PROJECT NAME . BOYTON BEACH EAST BASIN PAGE . 3
. .
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 25 - YEAR STORM ***
III 3 DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STAl
III (HR. ) ( IN . ) ( IN . ) (A-F) (CFS) (CFS) (CFS) (A-F) {FT. :
47.00 4.19 3.78 32.4 10.9 10.9 6.7 19.4 10.6:
. 47.50 4.25 3.83 32.8 10.9 10.9 6.8 19.6 10.6:
48.00 4.30 3.89 33.3 10.9 10.9 6.9 19.8 10.6.
48.50 4.36 3.95 33.8 11.4 11.4 7.0 20.0 10. 6~
49.00 4.43 4.02 34.4 12.9 12.9 7.2 20.2 10.61
. 49.50 4.50 4.09 35.0 14.2 14.2 7.4 20.4 10.7:
50.00 4.56 4.15 35.5 13.8 13.8 7.6 20.7 10.7:
50.50 4.65 4.23 36.3 14.5 14.5 7.8 21.0 10.7l
. 51.00 4.72 4.30 36.9 15.6 15.6 8.0 21.3 10. 7~
51. 50 4.80 4.39 37.6 15.9 15.9 8.2 21. 6 10.8:
52.00 4.88 4.46 38.2 16.0 16.0 8.4 21.9 10.8l
52.50 4.97 4.55 39.0 16.9 16.9 8.7 22.2 10. 8~
. 53.00 5.07 4.65 39.8 18.8 18.8 8.9 22.6 10.9:
53.50 5.16 4.75 40.7 19.5 19.5 9.2 23.0 10. 9~
54.00 5.26 4.84 41.5 19.7 19.7 9.5 23.4 11.0:
. 54.50 5.38 4.96 42.5 21.4 21.4 9.9 23.9 11. 0<<
55.00 5.50 5.08 43.5 23.7 23.7 10.2 24.4 11.1J
55.50 5.62 5.20 44.5 24.4 24.4 10.6 25.0 11. 1E
. 56.00 5.74 5.32 45.6 24.7 24.7 11.1 25.5 11. 2~
56.50 5.91 5.49 47.0 28.1 28.1 11. 5 26.2 11. 2~
57.00 6.06 5.64 48.3 31.7 31.7 12.0 26.9 11.3E
57.50 6.26 5.83 50.0 34.5 34.5 12.7 27.8 11. 4~
. 58.00 6.47 6.05 51.8 39.6 39.6 13.6 28.7 11. 5~
58.50 6.75 6.32 54.2 47.1 47.1 14.9 30.0 11. 6E
59.00 7.12 6.69 57.4 60.4 60.4 16.6 31.5 11. 8J
. 59.50 7.70 7.27 62.3 85.5 85.5 19.1 33.8 12. O~
60.00 12.26 11.82 101.3 383.0 383.0 28.6 42.5 12.8~
60.50 13.12 12.69 108.7 502.1 502.1 40.4 59.4 13.8/
Jill 61. 00 13.56 13.13 112.5 257.7 257.7 46.1 73.3 14.4]
61. 50 13.89 13.45 115.3 138.9 138.9 48.0 79.5 14.5/
62.00 14.14 13.71 117.4 86.1 86.1 48.5 82.2 14.62
62.50 14.32 13.89 119.0 58.5 58.5 48.7 83.2 14.63
. 63.00 14.50 14.07 120.5 44.4 44.4 48.8 83.3 14.63
63.50 14.68 14.25 122.1 39.7 39.7 48.7 83.0 14.63
64.00 14.86 14.43 123.6 38.1 38.1 48.6 82.6 14.62
11II 64.50 14.97 14.53 124.5 32.6 32.6 48.5 82.0 14.61
65.00 15.08 14.64 125.4 25.8 25.8 48.3 81.2 14.60
65.50 15.18 14.75 126.4 23.5 23.5 48.1 80.3 14.58
111 66.00 15.29 14.86 127.3 22.8 22.8 47.9 79.2 14.56
66.50 15.40 14.96 128.2 22.5 22.5 47.7 78.2 14.54
67.00 15.51 15.07 129.1 22.4 22.4 47.4 77.2 14.53
67.50 15.62 15.18 130.1 22.4 22.4 47.2 76.1 14.51
11II 68.00 15.72 15.29 131. 0 22.4 22.4 46.9 75.1 14.48
68.50 15.80 15.36 131. 6 19.9 19.9 46.4 74.1 14.44
69.00 15.87 15.43 132.2 16.6 16.6 46.0 72.9 14.39
1M 69.50 15.94 15.50 132.8 15.5 15.5 45.5 71.7 14.34
70.00 16.01 15.58 133.5 15.1 15.1 44.9 70.4 14.30
--
---_._--_....,---,-_.._---------,.,-~ .- -- ~-_._-
..
PROJECT NAME . BOYTON BEACH EAST BASIN PAGE . 4
. .
.
*** SCS RUNOFF, S.B.U.H., & FLOOD ROUTING 25 - YEAR STORM ***
. 3 - DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STl
. (HR. ) ( IN . ) ( IN . ) ( A-F) (CFS) (CFS) ( CFS ) (A-F) (FT
70.50 16.08 15.65 134.1 15.0 15.0 44.4 69.2 14. ;
71.00 16.16 15.72 134.7 14.9 14.9 43.9 68.0 14. ;
.. 71. 50 16.23 15.79 135.3 14.9 14.9 43.4 66.8 14. :
72.00 16.30 15.86 135.9 14.9 14.9 43.0 65.7 14. :
72.50 16.30 15.86 135.9 9.9 9.9 42.4 64.4 14. (
. 7 3 . '00 16.30 15.86 135.9 3.3 3.3 41.8 62.9 14. (
73.50 16.30 15.86 135.9 1.1 1.1 41.2 61.3 13 . ~
74.00 16.30 15.86 135.9 0.4 0.4 40.5 59.7 13. ~
. 74.50 16.30 15.86 135.9 0.1 0.1 39.8 58.0 13 . ~
75.00 16.30 15.86 135.9 0.0 0.0 39.1 56.4 13. ~
75.50 16.30 15.86 135.9 0.0 0.0 38.5 54.8 13. ~
76.00 16.30 15.86 135.9 0.0 0.0 37.8 53.2 13. €
. 76.50 16.30 15.86 135.9 0.0 0.0 37.2 51. 6 13. ~
77.00 16.30 15.86 135.9 0.0 0.0 36.6 50.1 13. ~
77.50 16.30 15.86 135.9 0.0 0.0 35.3 48.6 13. ~
. 78.00 16.30 15.86 135.9 0.0 0.0 33.7 47.2 13. ~
78.50 16.30 15.86 135.9 0.0 0.0 32.2 45.9 13. J
79.00 16.30 15.86 135.9 0.0 0.0 30.8 44.6 13.(
79.50 16.30 15.86 135.9 0.0 0.0 29.5 43.3 12.~
. 80.00 16.30 15.86 135.9 0.0 0.0 28.2 42.1 12. ~
80.50 16.30 15.86 135.9 0.0 0.0 26.9 41. 0 12./
81.00 16.30 15.86 135.9 0.0 0.0 25.7 39.9 12.E
III 81.50 16.30 15.86 135.9 0.0 0.0 24.6 38.8 12. ~
82.00 16.30 15.86 135.9 0.0 0.0 23.5 37.9 12.4
82.50 16.30 15.86 135.9 0.0 0.0 22.5 36.9 12.~
III 83.00 16.30 15.86 135.9 0.0 0.0 21.5 36.0 12.~
83.50 16.30 15.86 135.9 0.0 0.0 20.5 35.1 12.]
84.00 16.30 15.86 135.9 0.0 0.0 19.6 34.3 12.(
84.50 16.30 15.86 135.9 0.0 0.0 18.8 33.5 12.(
.. 85.00 16.30 15.86 135.9 0.0 0.0 17.9 32.7 l1.S
85.50 16.30 15.86 135.9 0.0 0.0 17.1 32.0 11.8
86.00 16.30 15.86 135.9 0.0 0.0 16.4 31.3 11.7
III 86.50 16.30 15.86 135.9 0.0 0.0 15.7 30.7 11.7
87.00 16.30 15.86 135.9 0.0 0.0 15.0 30.0 11.6
87.50 16.30 15.86 135.9 0.0 0.0 14.3 29.4 11.6
III 88.00 16.30 15.86 135.9 0.0 0.0 13.7 28.9 11.5
88.50 16.30 15.86 135.9 0.0 0.0 13.1 28.3 11.5
89.00 16.30 15.86 135.9 0.0 0.0 12.7 27.8 11.4
89.50 16.30 15.86 .135.9 0.0 0.0 12.3 27.3 11.3
iii 90.00 16.30 15.86 135.9 0.0 0.0 11. 9 26.8 11.3
90.50 16.30 15.86 135.9 0.0 0.0 11. 6 26.3 11.3
91. 00 16.30 15.86 135.9 0.0 0.0 11.2 25.8 11.2
.. 91. 50 16.30 15.86 135.9 0.0 0.0 10.9 25.3 11.2
92.00 16.30 15.86 135.9 0.0 0.0 10.6 24.9 11.1
92.50 16.30 15.86 135.9 0.0 0.0 10.3 24.5 11.1
93.00 16.30 15.86 135.9 0.0 0.0 10.0 24.0 11. 0
III 93.50 16.30 15.86 135.9 0.0 0.0 9.7 23.6 11.0
..
____n_n_._______u.___._._____. --._.-.__.~~_..~--._..__._~.~~.__.._-,.._--_._------ .-
-
PROJECT NAME . BOYTON BEACH EAST BASIN PAGE . 5
- . .
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 25 - YEAR STORM ***
- 3 - DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE ST
- ( HR. ) ( IN . ) (IN. ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT
94.00 16.30 15.86 135.9 0.0 0.0 9.4 23.2 10.
94.50 16.30 15.86 135.9 0.0 0.0 9.1 22.9 10.
- 95.00 16.30 15.86 135.9 0.0 0.0 8.9 22.5 10.
95.50 16.30 15.86 135.9 0.0 0.0 8.6 22.1 10.
96..00 16.30 15.86 135.9 0.0 0.0 8.3 21.8 10.
- 96.50 16.30 15.86 135.9 0.0 0.0 8.1 21.4 10.
97.00 16.30 15.86 135.9 0.0 0.0 7.9 21.1 10.
97.50 16.30 15.86 135.9 0.0 0.0 7.6 20.8 10. '
- 98.00 16.30 15.86 135.9 0.0 0.0 7.4 20.5 10.
98.50 16.30' 15.86 135.9 0.0 0.0 7.2 20.2 10. I
99.00 16.30 15.86 135.9 0.0 0.0 7.0 19.9 10. I
99.50 16.30 15.86 135.9 0.0 0.0 6.8 19.6 10. I
- 100.00 16.30 15.86 135.9 0.0 0.0 6.6 19.3 10.1
100.50 16.30 15.86 135.9 0.0 0.0 6.4 19.1 10. !
101.00 16.30 15.86 135.9 0.0 0.0 6.2 18.8 10. !
- 101.50 16.30 15.86 135.9 0.0 0.0 6.0 18.5 10. !
102.00 16.30 15.86 135.9 0.0 0.0 5.9 18.3 10. .
102.50 16.30 15.86 135.9 0.0 0.0 5.8 18.1 10. .
103.00 16.30 15.86 135.9 0.0 0.0 5.7 17.8 10. .
- 103.50 16.30 15.86 135.9 0.0 0.0 5.7 17.6 10. ~
104.00 16.30 15.86 135.9 0.0 0.0 5.6 17.4 10. :
104.50 16.30 15.86 135.9 0.0 0.0 5.6 17.1 10. :
- 105.00 16.30 15.86 135.9 0.0 0.0 5.5 16.9 10. :
105.50 16.30 15.86 135.9 0.0 0.0 5.5 16.7 10. :
106.00 16.30 15.86 135.9 0.0 0.0 5.4 16.4 10. :
- 106.50 16.30 15.86 135.9 0.0 0.0 5.3 16.2 10. ~
107.00 16.30 15.86 135.9 0.0 0.0 5.3 16.0 10.~
107.50 16.30 15.86 135.9 0.0 0.0 5.2 15.8 10.2
108.00 16.30 15.86 135.9 0.0 0.0 5.2 15.6 10.2
1M 108.50 16.30 15.86 135.9 0.0 0.0 5.1 15.4 10.1
109.00 16.30 15.86 135.9 0.0 0.0 5.1 15.1 10.1
109.50 16.30 15.86 135.9 0.0 0.0 5.0 14.9 10.1
III 110.00 16.30 15.86 135.9 0.0 0.0 5.0 14.7 10.1
110.50 16.30 15.86 135.9 0.0 0.0 4.9 14.5 10.0
111.00 16.30 15.86 135.9 0.0 0.0 4.9 14.3 10.0
.. 111.50 16.30 15.86 135.9 0.0 0.0 4.8 14.1 10.0
..
..
..
..
~~---_...._-_.__._.~~_.._"------- ---.-..-----+.
..
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till
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III
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1M
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III
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01-16-1996
HIGGINS ENGINEERING,INC.
PROJECT NAME: BOYTON BEACH WEST BASIN
AREA = 39.51 ACRES
GROUND STORAGE = .65 INCHES
TIME OF CONCENTRATION = .5 HOURS
STAGE STORAGE DISCHARGE
8.50 0.00 0.00
9.50 3.'18 1. 39
10.70 7.29 2.24
11.00 8.38 3.03
11.50 10.22 5.14
12.50 14.08 9.86
13.50 18.16 14.72
14.50 27.52 21.60
15.50 47.21 29.38
II
III PROJECT NAME . BOYTON BEACH WEST BASIN PAGE . 1
. .
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 10 - YEAR STORM ***
. 1 DAY DURATION STORM, CUM. RAIN = 9.00, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STAG]
. ( HR. ) (IN. ) (IN. ) (A-F) (CFS) (CFS) (CFS) (A-F) ( FT . )
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 8.50
. 0.50 0.04 0.00 0.0 0.0 0.0 0.0 0.0 8.50
1.00 0.10 0.00 0.0 0.0 0.0 0.0 0.0 8.50
1.5Q 0.15 0.00 0.0 0.0 0.0 0.0 0.0 8.50
. 2.00 0.20 0.01 0.0 0.2 0.2 0.0 0.0 8.50
2.50 0.26 0.02 0.1 0.6 0.6 0.0 0.0 8.51
3.00 0.32 0.04 0.1 1.1 1.1 0.0 0.1 8.52
3.50 0.38 0.07 0.2 1.6 1.6 0.0 0.1 8.53
. 4.00 0.43 .0.10 0.3 2.0 2.0 0.1 0.2 8.56
4.50 0.50 0.14 0.4 2.5 2.5 0.1 0.3 8.59
5.00 0.58 0.18 0.6 3.1 3.1 0.2 0.4 8.62
. 5.50 0.65 0.23 0.8 3.5 3.5 0.2 0.5 8.66
6.00 0.72 0.28 0.9 3.8 3.8 0.3 0.6 8.70
6.50 0.81 0.35 1.1 4.4 4.4 0.4 0.8 8.75
7.00 0.90 0.42 1.4 5.1 5.1 0.4 1.0 8.81
. 7.50 0.99 0.49 1.6 5.5 5.5 0.5 1.2 8.87
8.00 1.08 0.56 1.9 5.7 5.7 0.6 1.4 8.94
8.50 1.21 0.67 2.2 6.7 6.7 0.7 1.6 9.01
. 9.00 1.32 0.77 2.5 7.8 7.8 0.8 1.9 9.09
9.50 1.47 0.90 3.0 8.7 8.7 1.0 2.2 9.19
10.00 1.63 1.05 3.4 10.1 10.1 1.1 2.5 9.30
. 10.50 1.84 1.24 4.1 12.3 12.3' 1.3 3.0 9.43
11. 00 2.12 1.50 4.9 16.0 16.0 1.5 3.5 9.59
11. 50 2.55 1. 90 6.3 23.1 23.1 1.6 4.2 9.81
12.00 5.97 5.25 17.3 107.5 107.5 2.1 6.8 10.57
. 12.50 6.62 5.89. 19.4 141. 8 141. 8 7.1 11.8 11. 91
13.00 6.95 6.22 20.5 73.1 73.1 12.0 15.9 12.93
13.50 7.19 6.47 21.3 39.5 39.5 14.1 17.6 13.37
. 14.00 7.38 6.65 21.9 24.6 24.6 14.9 18.4 13.52
~, 14.50 7.51 6.79 22.3 16.7 16.7 15.0 18.6 13.55
15.00 7.65 6.92 22.8 12.7 12.7 15.0 18.6 13.55
. 15.50 7.78 7.06 23.2 11.4 11.4 14.9 18.5 13.53
16.00 7.92 7.19 23.7 10.9 10.9 14.8 18.3 13.52
16.50 8.00 7.27 23.9 9.3 9.3 14.7 18.1 13.49
17.00 8.08 7.35 24.2 7.4 7.4 14.4 17.9 13.43
III 17.50 8.16 7.43 24.5 6.7 6.7 14.0 17.6 13.36
18.00 8.24 7.51 24.7 6.5 6.5 13.7 17.3 13.28
18.50 8.32 7.59 25.0 6.5 6.5 13.3 17.0 13.21
-- 19.00 8.41 7.67 25.3 6.4 6.4 13.0 16.7 13.14
19.50 8.49 7.75 25.5 6.4 6.4 12.7 16.4 13.08
20.00 8.57 7.83 25.8 6.4 6.4 12.4 16.2 13.02
III 20.50 8.62 7.89 26.0 5.7 5.7 12.1 15.9 12.96
21.00 8.68 7.94 26.1 4.8 4.8 11.7 15.7 12.89
21. 50 8.73 8.00 26.3 4.4 4.4 11.4 15.4 12.82
22.00 8.78 8.05 26.5 4.3 4.3 11.1 15.1 12.75
.. 22.50 8.84 8.10 26.7 4.3 4.3 10.7 14.8 12.68
23.00 8.89 8.16 26.9 4.3 4.3 10.4 14.6 12.62
.
---~~_._- - --.-"-.-----.-..-- --- - ----~------._-------_._-_._-~~_.-.-
-
.
PROJECT NAME . BOYTON BEACH WEST BASIN PAGE : 2
Q .
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 10 - YEAR STORM ***
. 1 - DAY DURATION STORM, CUM. RAIN = 9.00, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STAG:
. ( HR. ) ( IN . ) ( IN . ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT. )
23.50 8.95 8.21 27.0 4.3 4.3 10.1 14.3 12.56
24.00 9.00 8.26 27.2 4.3 4.3 9.9 14.1 12.50
II 24.50 9.00 8.26 27.2 2.9 2.9 9.5 13.8 12.43
25.00 9.00 8.26 27.2 1.0 1.0 9.2 13.5 12.35
25.50 9.00 8.26 27.2 0.3 0.3 8.7 13.2 12.26
. 26.00 9.00 8.26 27.2 0.1 0.1 8.3 12.8 12.17
26.50 9.00 8.26 27.2 0.0 0.0 7.9 12.5 12.09
27.00 9.00 8.26 27.2 0.0 0.0 7.5 12.2 12.01
. 27.50 9.00 8.26 27.2 0.0 0.0 7.2 11. 9 11. 93
28.00 9.00 8.26 27.2 0.0 0.0 6.8 11. 6 11. 85
28.50 9.00 8.26 27.2 0.0 0.0 6.5 11. 3 11.78
29.00 9.00 8.26 27.2 0.0 0.0 6.2 11. 0 11. 71
II 29.50 9.00 8.26 27.2 0.0 0.0 5.8 10.8 11.65
30.00 9.00 8.26 27.2 0.0 0.0 5.6 10.6 11. 59
30.50 9.00 8.26 27.2 0.0 0.0 5.3 10.3 11. 53
. 31.00 9.00 8.26 27.2 0.0 0.0 5.0 10.1 11. 47
31. 50 9.00 8.26 27.2 0.0 0.0 4.8 9.9 11.42
32.00 9.00 8.26 27.2 0.0 0.0 4.6 9.7 11.37
32.50 9.00 8.26 27.2 0.0 0.0 4.4 9.5 11.32
. 33.00 9.00 8.26 27.2 0.0 0.0 4.2 9.4 11.27
33.50 9.00 8.26 27.2 0.0 0.0 4.0 9.2 11. 22
34.00 9.00 8.26 27.2 0.0 0.0 3.8 9.0 11. 18
. 34.50 9.00 8.26 27.2 0.0 0.0 3.6 8.9 11.14
35.00 9.00 8.26 27.2 0.0 0.0 3.4 8.7 11.10
35.50 9.00 8.26 27.2 0.0 0.0 3.3 8.6 11.06
. 36.00 9.00 8.26 27.2 0.0 0.0 3.1 8.5 11. 02
36.50 9.00 8.26 27.2 0.0 0.0 3.0 8.3 10.99
37.00 9.00 8.26 27.2 0.0 0.0 2.9 8.2 10.96
37.50 9.00 8.26 27.2 0.0 0.0 2.8 8.1 10.92
II 38.00 9.00 8.26 27.2 0.0 0.0 2.7 8.0 10.89
38.50 9.00 8.26 27.2 0.0 0.0 2.7 7.9 10.86
39.00 9.00 8.26 27.2 0.0 0.0 2.6 7.8 10.83
. 39.50 9.00 8.26 27.2 0.0 0.0 2.5 7.7 10.80
40.00 9.00 8.26 27.2 0.0 0.0 2.4 7.6 10.77
40.50 9.00 8.26 27.2 0.0 0.0 2.4 7.5 10.75
. 41.00 9.00 8.26 27.2 0.0 0.0 2.3 7.4 10.72
41.50 9.00 8.26 27.2 0.0 0.0 2.2 7.3 10.69
42.00 9.00 8.26 27.2 0.0 0.0 2.2 7.2 10.67
42.50 9.00 8.26 27.2 0.0 0.0 2.2 7.1 10.64
d 43.00 9.00 8.26 27.2 0.0 0.0 2.2 7.0 10.61
43.50 9.00 8.26 27.2 0.0 0.0 2.2 6.9 10.59
44.00 9.00 8.26 27.2 0.0 0.0 2.1 6.8 10.56
. 44.50 9.00 8.26 27.2 0.0 0.0 2.1 6.7 10.54
45.00 9.00 8.26 27.2 0.0 0.0 2.1 6.6 10.51
45.50 9.00 8.26 27.2 0.0 0.0 2.1 6.6 10.49
. 46.00 9.00 8.26 27.2 0.0 0.0 2.1 6.5 10.46
46.50 9.00 8.26 27.2 0.0 0.0 2. 1 6.4 10.44
II
.
[J PROJECT NAME : BOYTON BEACH WEST BASIN PAGE : 3
*** SCS RUNOFF, S.B.U.H., & FLOOD ROUTING 10 YEAR STORM ***
-
. 1 - DAY DURATION STORM, CUM. RAIN 9.00, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE S'l'ORAGE STA<
. ( HR. ) (IN. ) (IN. ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT. :
47.00 9.00 8.26 27.2 0.0 0.0 2.0 6.3 10.4:
47.50 9.00 8.26 27.2 0.0 0.0 2.0 6.2 10. 3~
I) 48.00 9.00 8.26 27.2 0.0 0.0 2.0 6.1 10.3l
48.50 9.00 8.26 27.2 0.0 0.0 2.0 6.1 10.3~
49.00 9.00 8.26 27.2 0.0 0.0 2.0 6.0 10.3:
. 49.50 9.00 8.26 27.2 0.0 0.0 2.0 5.9 10. 2~
50.00 9.00 8.26 27.2 0.0 0.0 1.9 5.8 10.2~
50.50 9.00 8.26 27.2 0.0 0.0 1.9 5.7 10.2.1
. 51. 00 9.00 8.26 27.2 0.0 0.0 1.9 5.7 10.2~
51. 50 9.00 8.26 27.2 0.0 0.0 1.9 5.6 10.2C
52.00 9.00 8.26 27.2 0.0 0.0 1.9 5.5 10. H
52.50 9.00 8.26 27.2 0.0 0.0 1.9 5.4 10.1~
II 53.00 9.00 8.26 27.2 0.0 0.0 1.8 5.3 10. 1~
53.50 9.00 8.26 27.2 0.0 0.0 1.8 5.3 10.1]
54.00 9.00 8.26 27.2 0.0 0.0 1.8 5.2 10.OS
. 54.50 9.00 8.26 27.2 0.0 0.0 1.8 5.1 10.0'1
55.00 9.00 8.26 27.2 0.0 0.0 1.8 5.0 10.04
55.50 9.00 8.26 27.2 0.0 0.0 1.8 5.0 10.0;;:
d 56.00 9.00 8.26 27.2 0.0 0.0 1.7 4.9 10.OC
56.50 9.00 8.26 27.2 0.0 0.0 1.7 4.8 9.98
57.00 9.00 8.26 27.2 0.0 0.0 1.7 4.8 9.9E
57.50 9.00 8.26 27.2 0.0 0.0 1.7 4.7 9.94
. 58.00 9.00 8.26 27.2 0.0 0.0 1.7 4.6 9.92
58.50 9.00 8.26 27.2 0.0 0.0 1.7 4.5 9.90
59.00 9.00 8.26 27.2 0.0 0.0 1.7 4.5 9.88
. 59.50 9.00 8.26 27.2 0.0 0.0 1.6 4.4 9.86
60.00 9.00 8.26 27.2 0.0 0.0 1.6 4.3 9.84
60.50 9.00 8.26 27.2 0.0 0.0 1.6 4.3 9.82
61. 00 9.00 8.26 27.2 0.0 0.0 1.6 4.2 9.80
U 61. 50 9.00 8.26 27.2 0.0 0.0 1.6 4.1 9.78
62.00 9.00 8.26 27.2 0.0 0.0 1.6 4.1 9.76
62.50 9.00 8.26 27.2 0.0 0.0 1.6 4.0 9.74
. 63.00 9.00 8.26 27.2 0.0 0.0 1.5 3.9 9.72
63.50 9.00 8.26 27.2 0.0 0.0 1.5 3.9 9.70
64.00 9.00 8.26 27.2 0.0 0.0 1.5 3.8 9.69
. 64.50 9.00 8.26 27.2 0.0 0.0 1.5 3.8 9.67
65.00 9.00 8.26 27.2 0.0 0.0 1.5 3.7 9.65
d
.
.
.
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.
II PROJECT NAME : BOYTON BEACH WEST BASIN PAGE : 1
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 2' - YEAR STORM ***
. 3 - DAY DURATION STORM, CUM. RAIN 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. IN FLO\'l DISCHARGE S'rORAGE S'l'A(
. (HR. ) (IN. ) (IN. ) (A-F) (CFS) (CFS) (Cl"S) (A-F) ( F'T. ,
0.00 0.00 0.0 0.0 0.0 0.0 0.0 8.51
0.00
0.50 0.04 0.00 0.0 0.0 0.0 0.0 0.0 8.5l
IJI 1.00 0.07 0.00 0.0 0.0 0.0 0.0 0.0 8.5l
1.50 0.11 0.00 0.0 0.0 0.0 0.0 0.0 8.51
2.00 0.15 0.00 0.0 0.0 0.0 0.0 0.0 8.51
. 2.50 0.18 0.00 0.0 0.1 0.1 0.0 0.0 8.5(
3.00 0.22 0.01 0.0 0.3 0.3 0.0 0.0 8.5(
3.50 0.26 0.02 0.1 0.5 0.5 0.0 0.0 8.5:
. 4.00 0.29 0.03 0.1 0.8 0.8 0.0 0.1 8.5;
4.50 0.33 0.05 0.2 0.9 0.9 0.0 0.1 8.5:
5.00 0.36 0.06 0.2 1.1 1.1 0.1 0.1 8.5l
5.50 0.40 0.08 0.3 1.3 1.3 0.1 0.2 8 . 5~
[J 6.00 0.44 0.10 0.3 1.4 1.4 0.1 0.2 8. 5~
6.50 0.47 0.12 0.4 1.5 1.5 0.1 0.3 8. 5~
7.00 0.51 0.14 0.5 1.6 1.6 0.1 0.3 8.6J
. 7.50 0.55 0.16 0.5 1.7 1.7 0.2 0.4 8.6:
8.00 0.58 0.19 0.6 1.8 1.8 0.2 0.5 8. 6~
8.50 0.62 0.21 0.7 1.9 1.9 0.2 0.5 8.6)
. 9.00 0.66 0.24 0.8 1.9 1.9 0.3 0.6 8. 6~
9.50 0.69 0.26 0.9 2.0 2.0 0.3 0.7 8.7]
10.00 0.73 0.29 0.9 2.0 2.0 0.3 0.7 8.7~
10.50 0.77 0.31 1.0 2.1 2.1 0.4 0.8 8.7E
d 11.00 0.80 0.34 1.1 2.1 2.1 0.4 0.9 8.7E
11.50 0.84 0.37 1.2 2.2 2.2 0.4 1.0 8.8C
12.00 0.88 0.40 1.3 2.2 2.2 0.4 1.0 8.82
III 12.50 0.91 0.43 1.4 2.3 2. J 0.5 1.1 8.8:
13.00 0.95 0.46 1.5 2.3 2.3 0.5 1.2 8.87
13.50 0.98 0.49 1.6 2.3 2.3 0.5 1.2 8.89
14.00 1. 02 0.52 1.7 2.3 2.3 0.6 1.3 8.92
,. 14.50 1. 06 0.55 1.8 2.4 2.4 0.6 1.4 8.94
15.00 1. 09 0.58 1.9 2.4 2.4 0.6 1.5 8.96
15.50 1.13 0.61 2.0 2.4 2.4 0.7 1.5 8.98
III 16.00 1.17 0.64 2.1 2.4 2.4 0.7 1.6 9.01
16.50 1. 20 0.67 2.2 2.5 2.5 0.7 1.7 9.03
17.00 1. 24 0.70 2.3 2.5 2.5 0.8 1.8 9.05
III 17.5'0 1. 28 0.73 2.4 2.5 2.5 0.8 1.8 9.07
18.00 1.31 0.76 2.5 2.5 2.5 0.8 1.9 9.10
18.50 1. 35 0.80 2.6 2.5 2.5 0.9 2.0 9.12
19.00 1. 39 0.83 2.7 2.5 2.5 0.9 2.0 9.14
d 19.50 1. 42 0.86 2."8 2.6 2.6 0.9 2.1 9.16
20.00 1. 46 0.89 2.9 2.6 2.6 0.9 2.2 9.18
20 . 5D 1. 49 0.92 3.0 2.6 2.6 1.0 2.2 9.20
III 21.00 1. 53 0.96 3.2 2.6 2.6 1.0 2.3 9.22
21.50 1. 57 0.99 3.3 2.6 2.6 1.0 2.4 9.24
22 . 00 1. 60 1.02 3.4 2.6 2.6 1.1 2.4 9.26
III 22.50 1. 64 1.06 3.5 2.6 2.6 1.1 2.5 9.28
23.00 1. 68 1.09 3.6 2.6 2.6 1.1 2.6 9.30
d
~--_.._--~- - - - -- -.-.-------.-..---.----------.------------,.-----.------.--.---
III
11II PROJECT NAME . BOYTON BEACH WEST BASIN PAGE : 2
.
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 25 - YEAR STORM ***
III 3 - DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DTSCHARGE STORAGE STJI
III ( HR. ) ( IN . ) ( IN . ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT.
23.50 1.71 1.12 3.7 2.6 2.6 1.1 2.6 9. J
.. 24.00 1.75 1.16 3.8 2.7 2.7 1.2 2.7 9. J
24.50 1. 80 1.20 4.0 3.1 3.1 1.2 2.8 9. J
25.00 1.86 1.25 4.1 3.6 3.6 1.2 2.8 9. J
25.50 1. 91 1.30 4.3 3.8 3.8 1.3 2.9 9.4
. 26.00 1.96 1.35 4.5 3.9 3.9 1.3 3.0 9.4
26.50 2.02 1.40 4.6 3.9 3.9 1.4 3.2 9.4
27.00 2.07 1.45 4.8 3.9 3.9 1.4 3.3 9. :
. 27.50 2.12 1.50 4.9 4.0 4.0 1.4 3.4 9.:
28.00 2.18 , 1.55 5.1 4.0 4.0 1.4 3.5 9.:
28.50 2.23 1.60 5.3 4.0 4.0 1.5 3.6 9.E
. 29.00 2.28 1.65 5.4 4.0 4.0 1.5 3.7 9.E
29.50 2.33 1.70 5.6 4.0 4.0 1.5 3.8 9. E
30.00 2.39 1.75 5.8 4.0 4.0 1.5 3.9 9.J
30.50 2.44 1.80 5.9 4.0 4.0 1.6 4.0 9.J
. 31.00 2.49 1.85 6.1 4.0 4.0 1.6 4.1 9.J
31.50 2.55 1.90 6.3 4.0 4.0 1.6 4.2 9.J
32.00 2.60 1.96 6.4 4.0 4.0 1.6 4.3 9.E
. 32.50 2.65 2.01 6.6 4.0 4.0 1.6 4.4 9. E
33.00 2.71 2.06 6.8 4.1 4.1 1.7 4.5 9.E
33.50 2.76 2.11 6.9 4.1 4.1 1.7 4.6 9.S
34.00 2.81 2.16 7.1 4.1 4.1 1.7 4.7 9.S
. 34.50 2.87 2.21 7.3 4.1 4.1 1.7 4.8 9.S
35.00 2.92 2.26 7.4 4.1 4.1 1.7 4.9 9.S
35.50 2.97 2.31 7.6 4.1 4.1 1.8 5.0 10.(
. 36.00 3.03 2.36 7.8 4.1 4.1 1.8 5.1 10.(
36.50 3.08 2.42 8.0 4.1 4.1 1.8 5.2 10.(
37.00 3.13 2.47 8.1 4.1 4.1 1.8 5.3 10.1
. 37.50 3.18 2.52 8.3 4.1 4.1 1.8 5.3 10.1
38.00 3.24 2.57 8.5 4.1 4.1 1.9 5.4 10.1
38.50 3.29 2.62 8.6 4.1 4.1 1.9 5.5 10.1
39.00 3.34 2.67 8.8 4.1 4.1 1.9 5.6 10.2
. 39.50 3.40 2.72 9.0 4.1 4.1 1.9 5.7 10.2
40.00 3.45 2.78 9.1 4.1 4.1 1.9 5.8 10.2
40.50 3.50 2.83 9.3 4.1 4.1 2.0 5.9 10.2
.. 41.00 3.56 2.88 9.5 4.1 4.1 2.0 6.0 10.3
41.50 3.61 2.93 9.7 4.1 4.1 2.0 6.1 10.3
42.00 3.66 2.98 9.8 4.1 4.1 2.0 6.2 10.3
.. 42.50 3.72 3.04 10.0 4.1 4.1 2.0 6.2 10.4
43.00 3.77 3.09 10.2 4.1 4.1 2.0 6.3 10.4
43.50 3.82 3.14 10.3 4.1 4.1 2.1 6.4 10.4
44.00 3.88 3.19 10.5 4.1 4.1 2.1 6.5 10.4
.. 44.50 3.93 3.24 10.7 4.1 4.1 2.1 6.6 10.5
45.00 3.98 3.30 10.8 4.1 4.1 2.1 6.7 10.5
45.50 4.03 3.35 11.0 4.1 4.1 2.1 6.8 10.5
-- 46.00 4.09 3.40 11.2 4.1 4.1 2.1 6.8 10.5
46.50 4.14 3.45 1i.4 4.1 4.1 2.2 6.9 10.5
..
~".._,.,~,,,,.--...',,_.,....,..""""..A:o.~~,,,,,,,,,,....;_,._.,,,,,.:,..:_,,
._.__ "..' .... ._.__.._..._..___.__.._ ---~._._-~-----------~-~._----_.
..
PROJECT NAME . BOYTON BEACH WEST BASIN PAGE : 3
-- .
*** SCS RUNOFF, S.B.U.H. , & FLOOD ROUTING 25 - YEAR STORM ***
III 3 - DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STA
-- ( HR. ) ( IN . ) (IN. ) (A-F) (CFS) (CFS) (CFS) (A-F) (FT.
47.00 4.19 3.50 11.5 4.1 4.1 2.2 7.0 10.6
47.50 4.25 3.56 11.7 4.2 4.2 2.2 7.1 10.6
. 48.00 4.30 3.61 11.9 4.2 4.2 2.2 7.2 10.6
48.50 4.36 3.67 12.1 4.3 4.3 2.2 7.3 10.6
49.00 4.43 3.74 12.3 4.9 4.9 2.3 7.3 10.7
. 49.50 4.50 3.81 12.5 5.4 5.4 2.4 7.5 10.7
50.00 4.56 3.87 12.7 5.2 5.2 2.5 7.6 10.7
50.50 4.65 3.95 13.0 5.5 5.5 2.5 7.7 10.8
. 51. 00 4.72 4.02 13.2 5.9 5.9 2.6 7.8 10.8
51. 50 4.80 4.10 13.5 6.1 6.1 2.7 8.0 10.8
52.00 4.88 4.17 13.7 6.1 6.1 2.8 8.1 10.9
52.50 4.97 4.27 14.1 6.4 6.4 2.9 8.2 10.9
. 53.00 5.07 4.36 14,.4 7.2 7.2 3.1 8.4 11. 0
53.50 5.16 4.46 14.7 7.4 7.4 3.3 8.6 11. 0
54.00 5.26 4.55 15.0 7.5 7.5 3.4 8.7 11.1
l'- 54.50 5.38 4.67 15.4 8.2 8.2 3.7 8.9 11.1
.
55.00 5.50 4.79 15.8 9.0 9.0 3.9 9.1 11.2
55.50 5.62 4.91 16.2 9.3 9.3 4.1 9.3 11. 2
. 56.00 5.74 5.03 16.6 9.4 9.4 4.4 9.5 11.3
56.50 5.91 5.19 17.1 10.7 10.7 4.6 9.8 11.3
57.00 6.06 5.35 17.6 12.1 12.1 4.9 10.0 11.4
57.50 6.26 5.54 18.2 13.2 13.2 5.3 10.4 11. 5
. 58.00 6.47 5.75 18.9 15.1 15.1 5.7 10.7 11. 6
58.50 6.75 6.03 19.8 18.0 18.0 6.3 11. 2 11.7
59.00 7.12 6.40 21.1 23.1 23.1 7.0 11.7 11.8
. 59.50 7.70 6.97 22.9 32.7 32.7 8.0 12.6 12.1
60.00 12.26 11.51 37.9 146.7 146.7 12.0 15.9 12.9
60.50 13.12 12.37 40.7 192.4 192.4 17.7 22.3 13.9
.. 61.00 13.56 12.81 42.2 98.8 98.8 21.6 27.5 14.4
61. 50 13.89 13.14 43.3 53.3 53.3 22.5 29.7 14.6
62.00 14.14 13.39 44.1 33.0 33.0 22.8 30.5 14.6
62.50 14.32 13..57 44.1 22.5 22.5 22.9 30.7 14.6
. 63.00 14.50 . 13.75 45.3 17.0 17.0 22.8 30.6 14.6
63.50 14.68 13.93 45.9 15.2 15.2 22.7 30.3 14.6
64.00 14.86 14.11 46.4 14.6 14.6 22.6 30.0 14.6
-- 64.50 14.97 14.22 46.8 12.5 12.5 22.4 29.7 14.6
65.00 15.08 14.32 47.2 9.9 9.9 22.3 29.2 14.5
65.50 15.18 14.43 47.5 9.0 9.0 22.1 28.7 14.5
66.00 15.29 14.54' 47.9 8.7 8.7 21.8 28.1 14.5
.. 66.50 15.40 14.65 48.2 8.6 8.6 21.6 27.6 14.5
67.00 15.51 14.75 48.6 8.6 8.6 21.3 27.1 14.4
67.50 15.62 14.86 48.9 8.6 8.6 20.9 26.5 14.4
-- 68.00 15.72 14.97 49.3 8.6 8.6 20.5 26.0 14.3
68.50 15.80 15.04 49.5 7.6 7.6 20.1 25.5 14.2
69.00 15.87 15.11 49.8 6.4 6.4 19.7 25.0 14.2
.. 69.50 15.94 15.19 50.0 5.9 5.9 19.3 24.4 14.1
70.00 16.01 15.26 50.2 5.8 5.8 18.9 23.9 14.1
..
_.._~_._--_._._--'"_._._------_._~-
III
.. PROJECT NAME . BOYTON BEACH WEST BASIN PAGE . 4
. .
SCS RUNOFF, S.B.U.H., FLOOD ROUTING 25
*** , - YEAR STORM ***
. 3 - DAY DURATION STORM, CUM. RAIN = 1.75, 4.30, 16.30, INCHES
SBUH R E S E R V 0 I R
TIME RAIN RUNOFF RUNOFF HYDRO. INFLOW DISCHARGE STORAGE STAC
. (HR. ) ( IN . ) (IN. ) (A-F) (CFS) (CFS) (CFS) (A-F) ( FT . )
70.50 16.08 15.33 50.5 5.8 5.8 18.5 23.4 14. DE
. 71. 00 16.16 15.40 50.7 5.7 5.7 18.2 22.8 14. DC
71.50 16.23 15.47 50.9 5.7 5.7 17.8 22.3 13.9~
72.00 16.30 15.55 51.2 5.7 5.7 17.4 21.8 13.8S
. 72.50 16.30 15.55 51.2 3.B 3.8 17.1 21.3 13.84
73.00 16.30 15.55 51.2 1.3 1.3 16.6 20.7 13.7~
73.50 16.30 15.55 51.2 0.4 0.4 16.1 20.1 13.7]
74.00 16.30 15.55 51.2 0.1 0.1 15.7 19.5 13.64
. 74.50 16.30 '15.55 51.2 0.0 0.0 15.2 18.8 13.51
75.00 16.30 15.55 51.2 0.0 0.0 14.8 18.2 13.5C
75.50 16.30 15.55 51.2 0.0 0.0 14.1 17.6 13.3E
. 76.00 16.30 15.55 51.2 0.0 0.0 13.4 17.0 13.23
76.50 16.30 15.55 51.2 0.0 0.0 12.7 16.5 13.09
77.00 16.30 15.55 51.2 0.0 0.0 12.1 16.0 12.97
77.50 16.30 15.55 51.2 0.0 0.0 11. 5 15.5 12.85
. 78.00 16.30 15.55 51.2 0.0 0.0 11. 0 15.0 12.73
78.50 16.30 15.55 51.2 0.0 0.0 10.5 14.6 12.62
79.00 16.30 15.55 51.2 0.0 0.0 10.0 14.2 12.52
. 79.50 16.30 15.55 51.2 0.0 0.0 9.5 13.8 12.42
80.00 16.30 15.55 51.2 0.0 0.0 9.0 13.4 12.32
80.50 16.30 15.55 51.2 0.0 0.0 8.6 13.0 12.23
. 81.00 16.30 15.55 51.2 0.0 0.0 8.1 12.7 12. 14
81.50 16.30 15.55 51.2 0.0 0.0 7.7 12.3 12.05
82.00 16.30 15.55 51.2 0.0 0.0 7.4 12.0 11. 97
82.50 16.30 15.55 51.2 0.0 0.0 7.0 11. 7 11. 89
. 83.00 16.30 15.55 51.2 0.0 0.0 6.7 11. 5 11. 82
83.50 16.30 15.55 51.2 0.0 0.0 6.3 11.2 11. 75
84.00 16.30 15.55 51. 2 0.0 0.0 6.0 10.9 11. 68
84.50 16.30 15.55 51.2 0.0 0.0 5.7 10.7 11. 62
d 85.00 16.30 15.55 51.2 0.0 0.0 5.4 10.5 11. 56
'i
85.50 16.30 15.55 51.2 0.0 0.0 5.2 10.2 11. 51
III 86.00 16.30 15.55 51.2 0.0 0.0 4.9 10.0 11.45
86.50 16.30 15.55 51.2 0.0 0.0 4.7 9.8 11.40
87.00 16.30 15.55 51.2 0.0 0.0 4.5 9.6 11. 34
87.50 16.30 15.55 51.2 0.0 0.0 4.3 9.5 11. 29
III 88.00 16.30 15.55 51.2 0.0 0.0 4.1 9.3 11. 25
88.50 16.30 15.55 51.2 0.0 0.0 3.9 9.1 11. 20
89.00 16.30 15.55 51. 2 0.0 0.0 3.7 9.0 11.16
II 89.50 16.30 15.55 51.2 0.0 0.0 3.5 8.8 11.12
90.00 16.30 15.55 51. 2 0.0 0.0 3.4 8.7 11. 08
90.50 16.30 15.55 51.2 0.0 0.0 3.2 8.5 11.04
III 91. 00 16.30 15.55 51.2 0.0 0.0 3.1 8.4 11. 01
91.50 16.30 15.55 51.2 0.0 0.0 3.0 8.3 10.97
92.00 16.30 15.55 51.2 0.0 0.0 2.9 8.2 10.94
92.50 16.30 15.55 51.-2 0.0 0.0 2.8 8.0 10.91
III 93.00 16.30 . 15.55 51.2 0.0 0.0 2.7 7.9 10.88
93.50 16.30 15.55 51.2 0.0 0.0 2.6 7.8 10.85
--
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PROJECT NAME : BOY TON BEACH WEST BASIN
*** SCS RUNOFF, S.B.U.H., & FLOOD ROUTING
TIME
( HR. )
94.00
94.50
95.00
95.50
96.00
3
DAY DURATION STORM, CUM. RAIN = 1.75,
SBUH
RAIN RUNOFF RUNOFF HYDRO. INFLOW
( IN . ) ( IN . ) (A-F) (CFS) (CFS)
16.30 15.55 51.2 0.0 0.0
16.30 15.55 51.2 0.0 0.0
16.30 15.55 51.2 0.0 0.0
16.30 15.55 51.2 0.0 0.0
16.30 15.55 51.2 0.0 0.0
PAGE: 5
25 - YEAR STORM ***
4.30, 16.30, INCHES
RES E R V 0 I R
DISCHARGE STORAGE STl
(CFS) (A-F) (FT.
2.6
2.5
2.4
2.3
2.3
7.7
7.6
7.5
7.4
7.3
10. ~
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[_U-L_W:O~D_ L--23 CANAL ENCLOSURE
BOYNTON BEACH MALL
PALM BEACH COUNTY, FLORIDA
APP~I~_A!'l!=~~~VI~RD ._~~~_~~~,~!O_~~_ 5:.9~~~____:=.
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L.W.O.D. L -2.5 CAtML UKLOSLJRE.
BOYNTON BEACH MALl
PALM BLACH COUNTY, FLORIDA
APPLICANT: EDWARD J .D~B~~Tg~O n~ORP.
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r~W D.D. l' 23' CANAL RELOCATION & HlCLOSURE
MITIGA liON PLAN
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PALM lJlACII COUIHY, FlORIDA
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PALM BEACH COlnny. FlORIUA
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Jul y 13, 1987
". .w.......,....-.. ...._t..-,
Bob Higgins, P.E.
Higgins Engineering, Inc.
4623 Forest Hill Boulevard
Su ite 108-3
West Palm Beach, FL 33415
Dear Mr. Higgins:
Subject: Boynton Beach Mall Expansion, Permit No. 50--00860-S
Palm Beach County, S19/T45S/R43E
With response to your request for District design criteria for the referenced
project, the following is offered:
1. Allowable discharge - the existing permitted areas within the mall site
will be allowed a peak discharge based upon the Lake Worth Drainage
District's allowable runoff curves. This value fOI' the: east basin has
been previously established at 44 CFS for 100.2 acres. The additional
drainage dr'ea of 7.2 acres will be given an allowance discharge based on
62.6 CSM.
2. End contraction losses in Weir Equation - for consistency in design, the
Weir Equation with end contractions may be used provided that tile equdtion
;s used within accepted ranges.
The preliminary calculations will be placed in the permit files.
Should you have any questions, please call.
Sincerely.
--e- ~ c: /4.:. C---.
S. Jordan Nichols
Supervising Professional
Water Management Division
SJN/kms
cc: N. Reed. F. Stein, J.D. York
Nancy H He.en
Ct'dun.<<In - Pldntatlon
J D. York
V,C" Cnalrman . Palm Clly
. ..IIr',J(jltd P Hl"t.:o
t I, :.1'..; :,UUfllJ
05car M. COfbl/), Jr
t I Myen.
Ar~~llIv 'Alllan
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Flltl Stein
8"lItl Glade
JameS F. Ga,net
t I t.\) el5
Mike Slout
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ACCESS ROAD TO BOYNTON _
BEACH BLVD. (S.ft.804) \
Greiner. Inc.
LEGElID
BOYNTON BEACH MALL
City of Boynton Beach, Floridu
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Project Boundary
Catch Basin
Man Uole
flow Dlrecllon
Exist. Drainage Aree Boundaries
Prop. Drainage Area Boundaries
Ground Weter Sampling Well (SFWMD)
Reco.rdlng Well (SFWMD)
Surlace Woter Auto Sampler (SFWr.1D)
THE EDW ARD J. DeBARTOLO
CORPORA TION
EXHIBIT
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Woter Control Structure
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-
III
-
-
-
-
-
..
..
..
..
..
..
ITEM 11. LEGAL DESCRIPTION OF 'fllE PROPERTY
BOYNTON BEACH
DESCRIPTION OF TilE CENTERLINE
OF AN 85 FOOT CANAr, RIGHT OF HAY.
--.-----. .---------------
^ Parcel of land lying in Section 19, Township 45 South, RatHje 13
EilBt, Palm Be~<;h County, Florida, ~aid parcel LeilHJ au US foot
CillInl right of' way. the centerliue of. which being llIuce
p.u-t.icularly described as follows:
Commence at the center of said Section 19; N 8'/0 58' 21" E.,
(a~;fi\lmed) along the east west quarter section line of said
~eclion 19, a distance of 20 feet; thence S 000 51' 5111 E,
Pill-allel to the north south quarter section lil1e of said Section
]9, a distance of 7.5 feet to the point of' beyinuing of the
cl'lllecline of an 85 foot canal right of way, to De herein
dc~;cribed; thence N 870 58' 21" E, parallel La t.be east wt.:~L
<lllilrler nectlon line of said Section 19, a distance of 71.18
f~et, to a point "of curvature of a CUl-ve conCdve to tlie
norlhwest; thence northeasterly along the arc of said C\.ll ve
having a radius of 102.50 feet and a centlal anyle of 9Uo 00' 00"
a di~tLl.lIce of 161.01 feet to the point of, tangency of said ClllVC;
thence N 02001' .39" W, a distance of 23.6"/ feet to the poinL of
curvalure of a CUrve. concave to the east; thence norUlcilsterl y
along the arc of said curve having a radius of 282.50 feet and a
centl-al angle of 3J,o 011 05", a distance of 158.36 feet to a
po i n t of r"eVerse CUt" va ture of a CU1-ve concaVe to the we s t; thence
nOl'thweslerly along the arc of 6aid cllrve having a radius of
2Fl.50 feet and a central angle of 420 001 00", a distance of
203.12 feet to the point of tangency for said curve; tllellce N 110
54' 34" W, a distance of 70.0 feet to the point of C\llvdtule of a
curve concave to the east; thence northeasterly along the arc of
r;aid curve having a radius of 367.50 feet and a central anyle of
~i211 00' au" a distance of 333.53 feet to a point of leverBe Clll-ve
of a curve concave to the west; thence nOl-therly a10ng the al"C of
[';ilid curve having a radius of 317.50 feet and a central 81lyle of
'l00 DO' 00", a distauce of 263.54 .feet to the point of tangency
of nald curve; thence N 000 OS' 26" E, a distance of 143.51 feel.
to the point of ending of said centel-line of an 85 feet canal
rl9ht of way.
Conlaining 2.787 Acres, more or less.
EXHIBIT
· .:../te L z;t:J' of
~oynton '.Deach
100 '1: ~ 'Bea&. 'BIJf.IiI.VtJrti
1'.0. ~310
'Boyntlm 'BUlCb.1Iari.tf4 33425.0310
City j{Q//: (407) J7J.6()(J()
7JU: (.ffJ7) )7S-61)9O
Planning & Zoning (407) 375-6260
'MON. TUES WED. ntu~ F~~.
@@@@@
FACE THE FAX
DATE:
~po/9 ?
FROM:
TO:
~~~~
OF RECIPIENT ~ 1{P - 7.5';;> -3S9V
FAX NO.
RE:
~ ~h~J rf"~
TOTAL' of PAGES ~
INCLUDING COVER SHEET:~
;bntriaJ'.s (jauway to tfu (juifstruJm
HODGSON RUSS
ANDREWS
WOODS &
GOODYEARLLP
C. C. Conahan, P.A.
Partner
2000 Glades Ro
Suite 400 Boca Raton
Boca Raton, FL ~3431
407-394-0500 B1.CA RATON. PLEIN.. NI;~~[York .' J
407-736-2177 PAl-M BEACH luNINIJ ~lIester
305-764-2440 BROWARD-.------'~---
FAX: 305-427-4303 (Toronto)
w rn ~
FEB2~ ~
~
ATTORNEYS AT LAW
February 20, 1996
Jerzy Lewicki, Assistant Planner
City of Boynton Beach
Planning & Zoning Department
100 E. Boynton Beach Boulevard
Boynton Beach, FL 33425
Dear Mr. Lewicki:
RE: Boynton Beach Mall
Enclosed please find a copy of the Stipulation of
Settlement and Final Order from the Florida Land and Water
Adjudicatory Commission regarding the 1991 Development of Regional
Impact Appeal.
Please call if you have any questions or if we may be of
any further assistance to you.
ve~UlrO?L
Cormac C. Conahan
copy to:
copy to:
Tambri J. Heyden (with enc.)
Michael Haag (with enc.)
A Registered Limited Liability Partnership Including Professional Associations
IN THE
FLORIDA LAND AND WATER ADJUDICATORY COMMISSION
IN RE,: THE BOYNTON BEACH MALL, a )
Development of Regional Impact ) Case No. APP-90-003
in Boynton Beach, Florida )
STIPULATION FOR SETTLEMENT
The
Treasure
Coast
Regional
Planning
Council,
the
Owner/Developer Boynton-JCP Associates, Ltd., and the City of
Boynton Beach, by and through their undersigned Counsel hereby
stipulate as follows:
1. The parties stipulate and agree that this Development of
Regional Impact Appeal shall be settled and terminated by the
Florida Land and Water Adjudicatory Commission's entry of a Final
Order incorporating by reference, as the Final Development Order,
Resolution Number R 91-37 of the city of Boynton Beach, adopted by
,
the City of Boynton Beach, March 5, 19q1.
2. The parties further stipulate that the Final Order of the
Florida Land and Water Adjudicatory Commission shall direct all
parties to comply with said Final Order.
/!u V~ 1-4 "'----- _
Roger G. Saberson, Esq.
Attorney for TREASURE COAST REGIONAL
PLANNING COUNCIL
70 S.E. 4th Avenue
Delray Beach, FL 33483
't e
Samuel S. Gore
JOSIAS AND GOR N
city Atty. for the
CITY OF BOYNTON BEACH
3099 E. Commercial Blvd.
suite 200
Ft. Lauderdale, FI 33308
Cormac C. Conahan, Esq.
HODGSON, RUSS, ANDREWS, WOODS
& GOODYEAR
Attorneys for BOYNTON-JCP
ASSOCIATES LTD.
2000 Glades Road, suite 400
Boca Raton, FL 33431
I HEREBY CERTIFY that an origInal and one copy of the
foregoing stipulation has been sent b,M ,.first class mail to the
Office of Planning and Budget this v<...J.j}..;) day of April, 1991
and a copy by first class mail to the addressees listed on the
attached Exhibit A.
LAW OFFICES OF ROGER G. SABERS ON , P. A.
Attorney for Treasure Coast Regional
Planning council
70 S.E. 4th Avenue
Delray Beach, FL 33483
(407)>>2-8616
By: f(}/"l,14ro{"
Roger G. Saberson, Esg:
EXHIBIT A
Cormac C. Conahan, Esq.
Hodgson, Russ, Andrews, Woods,
and Goodyear
2000 Glades Road, suite 400
Boca Raton, Florida 33431
J. scott Miller, city Manager
100 E. Boynton Beach Blvd.
Boynton Beach, Florida 33435
G. steven Pfeiffer, Esq.
General Counsel
Dept. of community Affairs
2740 Centerview Dr.
Tallahassee, Florida 32399
Patricia Woodworth, Director
Office of Planning and Budgeting
Executive Office of Governor
Room 415, Carlton Building
501 South Gadsden Street
Tallahassee, Florida 32301
Mr. Daniel Cary, Executive Director
Treasure Coast Regional Pla~ning Council
3228 S.W. Martin Downs Blvd., suite 205
Palm City, Florida 33490
Samuel Goren, Esq.
Josias & Goren, P.A.
3099 E. Commercial Blvd., #200
Ft. Lauderdale, Florida 33308
Mr. Dick A. Greco, Vice President
The Edward DeBartolo Corp.
100 S. Ashley Dr., suite 1255
Tampa, Florida 33602
Leona F. Strickland
Florida Land and Water Adjudicatory Commission
Executive Office of Governor
421 Carlton Building
Tallahassee, Florida 32399
IN THE
FLORIDA LAND AND WATER ADJUDICATORY COMMISSION
IN RE: THE BOYNTON BEACH MALL, a )
Development of Regional Impact ) Case No. APP-90-003
in Boynton Beach, Florida )
FINAL ORDER
This matter came before the Florida Land and Water
Adjudicatory Commission on May
, 1991 in Tallahassee,
Florida, for the consideration of an entry of a Final Order in this
Development of Regional Impact Appeal.
The parties have entered into a Stipulation, whereby they
have stipulated to the entry of a Final Order by the Florida Land
and Water Adjudicatory Commission which incorporates by reference
Resolution No. R91-37, of the City of Boynton Beach, FL, as the
Final Order in this matter.
IT IS HEREBY ORDERED that Resolution No. R91-37, of the city
of Boynton Beach, FL, is incorporated herein by reference and
therefore shall together with this Order constitute the Final Order
in this Development of Regional Impact Appeal and the Development
Order for the Boynton Beach Mall DRI as defined in section 380.031
of the Florida Statutes.
The parties are ordered to comply with the provisions herein
contained.
DONE AND ENTERED THIS
day of
.1991.
DOUGLAS M. COOK, Secretary
Florida Land and Water
Adjudicatory commission
FILED with the clerk of the Florida Land and Water Adjudicatory
commission this day of 1991.
KELLY A. TUCKER
Florida Land and Water
Adjudicatory Commission
STATE OF FLORIDA
LAND AND WATER ADJUDICATORY COMMISSION
IN RE: THE BOYNTON EEACH MALL, )
A DEVELOPMENT OF REGIONAL IMPACT' )
IN BOYNTON BEACH, FLORIDA )
/
CASE NO. APP-90-003
FINAL ORDER
This Appeal came before the Governor and Cabinet, sitting as
the Florida Land and Water Adjudicatory Commission (the
"Commission") on June 12, 1991, upon Settlement Stipulation
("Settlement Stipulation") of all of the parties to the Appeal.
The parties have stipulated that the findings of fact and
conclusions of law set forth herein are accepted as correct.
FINDINGS OF FACT
1. On May 7, 1974, the Board of County Commissioners of
Palm Beach.County adopted a Development Order ("Development
Order") for the Boynton Beach Mall permitting Boynton/JCP
Associates ("Developerll) to build 1,108,000 square feet of gross
leasable area at the Boynton Beach Mall. The City of 30ynton
Beach ("Cityll) adopted the Development Order on November 16,
1982.
,
''''.
2 .
On December 19, 1989, the City issued an Amended
Development Order by adoption of Resolution 89-UUU permitting an
additional 132,449 square feet to be added to the permitted
square feet to be built at the Boynton Beach Mall.
3. On February 15, 1990, the Treasure Coast Regional
Planning Council (llRegional Planning Council") filed this Appeal,
asserting inter alia that the Amended Development Order did not
incorporate recommendations submitted by the Regional Planning
Council to ,the City prior to the adoption of the Amended
Development Order.
4. On. March 6, 1990, pursuant to Rule 42-2.008(1)(c),
Florida Administrative Code, the parties to the Appeal met to
consider settlement of the Appeal.
5. The parties presented a proposed settlement to the
Regional Planning Council on January 15, 1991, at its regularly
scheduled January meeting. The Regional Planning Council
authorized its Attorney to settle the Appeal in accordance with a
proposed Resolution which was subsequently adopted on March 5,
1991, by the City at a pUblic hearing, as Resolution R-91-37.
6. The Commission has received the Settlement Stipulation
as written material that it has authorized to be submitted under,
120.59(1)(c), Florida Statutes, and is based upon the record made
below as set forth in Section 380.07(3), Florida Statutes.
7. Resolution R-91-37, as adopted, did not increase the
amount of square feet proposed by the Developer in the Amended
Development Order and Resolution R-91-37 does not require the
Developer to complete improvements which were not originally set
forth in the Regional Planning Council's Report delivered to the
City prior to the adoption of the Amended Development Order.
CONCLUSIONS OF LAW
1. All of the parties have stipulated and agreed to the
rendition of this Final Order.
2. All of the parties to this Appeal have agreed to accept
,
the provisions of Resolution R-91-37 adopted by the City on
March 5, 1991.
NOW, THEREFORE, IT IS HEREBY ORDERED that permission is
granted to the Developer to develop pursuant to the standards of
Chapter 380, Florida Statutes, and the Commission hereby attaches
as a condition to this decision and Final Order that the parties
shall comply with the terms and conditions of Resolution R-91-37
as adopted by the City or Boynton Beach.
~
#
DONE AND ORDERED this
\3~
day of June 1991.
.
~f:>.~
~ DOUGLAS M. COOK, Secretary
U Florida Land and Water
Adjudicatory Commission
FILED with the Cl~~the Florida Land and Water Adjudicatory
Commission this ~ day of June 991.
Cl rk, Florida
Adjudicatory
'~
';er or
....
....
~
Greiner, Inc._
P.O. Box 31 (336, J416)
7650 West c."urtney Campbell Causeway
Tampa, Florida 33607-1462
(813) 286-1711
FAX: (813) 287-8591
Greiner
February 16, 1996
CI03187.00
lli
~~~nw~
FEe 21..
~
L-
PlANNING AND
ZONING DEPT.
Ms. Tambri Hayden
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33425
Reference: Boynton Beach Mall
Littoral Zone Planting Plan
Dear Ms. Hayden:
Enclosed is a memorandum responding to Mr. Hallahan's comments of January 31, 1996 regarding
the above referenced subject. The changes and revisions outlined in the enclosed memo will be
incorporated in our littoral zone planting plan as soon as we receive the survey information referred
to in Item 2.
If you have any questions regarding our response and proposed solutions, please call me.
Sincerely,
GREINER, INC.
~~-~
Thomas A. Marsicano
V ice President
T AM:sas
Enclosure
xc: Kevin Hallahan, City of Boynton Beach
Rod Vosper, DPMI
Mac Conahan, HRA W&G
Copy1b
~\JIAJ 1-/.
0.-/'7/9'
SAS:M:\BOYNTON\CORRESPOIHA YD0216.96
Greiner
CI03187.00
February 15, 1996
MEMORANDUM
TO: Tom Marsicano
FROM: Jack overdor~
SUBJECT: Boynton Beach Mall: Pond" A" and "B" Littoral Zone !Upland
Hardwoods Planting Plan - Response to Comments
The following items are responses to comments from Kevin Hallahan, ForesterlEnvironmentalist
(City of Boynton Beach) (attached Herewith) dated January 31, 1996 for the above referenced
project.
1. The lineal footage for Pond "A" at the water level is 1,500 feet.
Using the 60% coverage requirement, 900 lineal feet will be
required for planting.
The lineal footage for Pond "B" at the water level is 1 ,525 feet.
Using the 60% coverage requirement, 915 lineal feet will be
required for planting.
The lineal footage for the "T" shaped pond at the water level is 1 ,625 feet.
Using the 60% coverage requirement, 975 lineal feet will be required
for planting.
2. We have requested additional survey information for each of the ponds
and will finalize our planting plans based on this information.
3. The quantities of all plant material will be included in the planting
specifications.
4. The existing irrigation system will be modified if necessary to
accommodate the new plantings.
103187.00
Memorandum
Tom Marsicano
2/15/96
PAGE 2
5. The landscape plans will contain the information and specifications
necessary for the correct installation of the vegetation.
The DeBartolo Corp. Currently has a maintenance plan that may need to
be modified to accommodate the new pond plantings.
Jbo
Attachment
xc: JFBurmer
File
~'88
PLANNING AND
ZONING DfPT.
m ~~:yu:~::;
U Kermit Dell
ohn I. Whitworth III
SecretarylManager
William G. Winters
Assistant Manager
Ichard S. Wheellhan
Marney
Perry & Schone, P,A,
LAKE WORTH DRAINAGE DISTRICT
February 8, 1996
13081 MILITARY TRAIL
DELRAY BEACH, FLORIDA 33484
f,te
City of Boynton Beach
Planning and Zoning Department
P.O. Box 310
Boynton Beach, FL 33425-0310
Dear Sir/Madam:
Subject:
Technical Review Committee Meeting February 13, 1996, Boynton
Beach Mall (Department Store F)
The above referenced project is located within the boundaries of the Lake Worth Drainage District
and will have the ability to discharge into the LWDD system once all District policies are met and
any required permits are secured.
The drainage design of this project must be reviewed by LWDD Staff prior to any construction.
Thank you for allowing LWDD to review and comment. If you have any questions, please feel free
to contact me at 407-737-3835 or 407-498-5363.
Sincerely,
LAKE WORTH DRAINAGE DISTRICT
~.~
Shaughn J. )ebb
Chief Inspector
SJW /mtb
c: Patrick A. Martin, P.E., District Engineer, LWDD
K:\DA T A \MAR Y\DOCS\L.ETJHlS\ 1F.CIIREV. COM
Delray Beach & Boca Raton 498-5363 . Boynton Beach & West Palm Beach 737-3835 . FAX (407) 495-9694
%e City of
13oynton 13eac/i
<<=- 'e~c..r r:Le
IJ/jf/IJ! 9c.; - L'tf)!
100 'E. 'Boynton 'Be.Ddi 'Boulevara
P.O. flJoi{310
'Boynton 'Beadi,1rorUfa 33425-0310
City 1faIl: (407) 37S-6()()()
~JU: (407) 375-6090
February 7, 1995
Patrick A. Martin, P. E.
Lake Worth Drainage District
13081 Military Trail
Delray Beach, Florida 33484
Dear Mr. Martin:
Attached is a copy of the scheduled Technical Review Committee
Agenda for the February 13, 1996 meeting (faxed to you on February
7, 1996), as well as a set of plans for the Boynton Beach Mall,
Department Store F. Please forward any comments you have to me by
Friday, February 16, 1996.
Sincerely,
/:-
d?n'~~ JL
Tambri J. Heyden
Planning and Zoning Director
TJH:bme
Attachment
xc: Michael E. Haag, Site and Zoning Development Administrator
Central File
c:martin.bbm
.9l.merica s (jateway to tlie (jutfstream
,JL~reQlure
co~t
regional
planniog
council
~-~-n
I' f\ I (0 ~ D W ill m
'; ,II f~'-..' n
- >~d-9. lu
";'L~"NG ::. J
",. ZGJYl(iG_DEPr.
February 6, 1996
~fe,
Ms. Tambri J. Heydon
Planning and Zoning Director
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, FL 33425-0310
Subject: Boynton Beach Mall Landscape and Preliminary Littoral Zone Plans
Dear Ms. Heydon:
As you requested, Council staff has reviewed the landscape plans that were submitted for
the Boynton Beach Mall (File No. MSMP 96-001). We have also reviewed the
preliminary plans for littoral zone plantings submitted under separate cover from Tom
Marsicano of Greiner, Inc. Based on our review of these plans and Development Order
(DO) Conditions 5 and 6, we offer the following comments:
Landscape Plans for the Preserve Area
1. DO Condition 5 refers to Exhibit 1, which shows a buffer planting to occur in a
narrow strip on the west side of the preserve area. However, the landscape plans
show a large number of pines to be relocated into the preserve area. This could result
in overcrowding the pine trees in the preserve and create an unnatural condition.
Some pine trees could be relocated into the south end of the preserve where there are
none at present. It is not recommended that additional pine trees be relocated into the
central or northern portions of the preserve area.
2. The landscape plans show that the shrub layer of the buffer planting on the west side
of the preserve area will consist of 505 cocoplum plants. While this species is a good
choice, it is recommended that some other native species characteristic to pine
flatwoods, such as wax myrtle, dahoon holly, firebush, and saw palmetto be
substituted and intermixed with the cocoplums to provide more diversity to the native
buffer. Of the three large trees proposed in the buffer, live oak is appropriate, but
tamarind, and pigeon plum are primarily coastal hammock species. The use of
cabbage palms rather than tamarind and pigeon plum would be more appropriate for
complementing the natural character of this site.
3228 s.w. martin downs blvd.
suite 205 . p.o. box 1529
palm city, f10rida 34990
phone (407) 221-4060
sc 269-4060 fax (407) 221-4067
Ms. Tambri J. Heydon
February 6, 1996
Page Two
Preliminary Littoral Zone Plans
1. The proposed design concept of the littoral zones and species composition appears to
be acceptable to satisfy the intent of the DO Condition 6. However, it is not clear
why littoral zone plantings are not proposed in the T -shaped pond on the east side of
the mall. It would be desirable to plant littoral zones in all of the ponds, because after
the initial planting it is hoped that the littoral zone species will spread and fill in other
areas that were not planted. More information should be provided in order to justify
exempting littoral zone plantings from the T -shaped pond.
2. The preliminary littoral zone plans do not provide for long-term maintenance. Such a
program should be developed to assure the continued viability and health of the
littoral zones, as required in DO Condition 6B.
Thank you for the opportunity to provide comments on these plans. Please contact
Liberta Scotto or me if you have any questions.
Sincerely,
~fir
Peter G. Merritt, Ph.D.
Regional Ecologist
PGM:sk
cc: Thomas A. Marsicano
"~//
1 00 'E. 'Boynton. 'Beadi. 'Boukvartl
P.O. 'Bo~310
'Boynton 'Beam, %Jritfa 33425-0310
City:Hi1/[: (407) 375-6000
::F5U: (407) 375-6090
February 2, 1996
Cormac C. Conahan, Esq.
Hodgson, Russ, Andrews, Woods & Goodyear
2000 Glades Road, Suite 400
Boca Raton, Florida 33431-7386
RE: Initial Review Comments - Boynton Beach Mall
Department Store F
File No. MSPM 96-001
Dear Mr. Conahan:
The City of Boynton Beach has completed its first review of the
documents submitted for the above-referenced project. Attached are
comments made by the reviewing departments during their initial
review of your project.
In order to complete the review process, the site plan and
documents must be amended to comply with these comments within 90
days of the date of this letter. (If amended plans are not
submitted in 90 days, a new application fee will be required.)
When there are comments made by the reviewers that you feel are not
applicable to the approval of the project or will be addressed
separately and you have not amended the plans to comply with the
comment(s), you must prepare written explanation for each comment
stating why the comment is not applicable and return the
explanation with the amended plans and documents.
After amending the plans and documents, please submit twelve (12)
complete sets (including surveys) of the plans to the Planning and
Zoning Department. When the amended plans and documents have been
submitted to the Planning and Zoning Department, they will be
distributed to the reviewing departments for second review and
recommendation to the appropriate boards for approval or denial
(see attached meeting schedule). A recommendation for denial will
be made if there are major comments that have not been addressed on
the resubmitted plans.
;lmerU4's (jateway to tM (julfstream
Page 2 of 2
Initial Review Comments
Boynton Beach Mall
Department Store F
File No. MSPM 96-001
In order for the site plan review request to be presented to the
Planning and Development Board on April 9, 1996, a complete second
review submittal shall be turned into the Planning and Zoning
Department on March 11,1996 before 5:00 P.M. We have also
enclosed for your convenience a 1996 Review Schedule and a
checklist that contains information regarding the second submission
of the plans and documents for review.
If you should have any questions regarding the comments or the
approval schedule, please feel free to call Jerzy Lewicki, who is
coordinating the review of your site plan for the Planning and
Zoning Department.
Very truly yours,
~~ Ie
./ '- ..-
" , , /'
....,-/ /"L~ v' t<2 c fl(, , l/cy, '~;(.e-:;-r{/
-- t (..- /' /
,
Tambri J. Heyden
Planning and Zoning Director
TJH:dim
Atts.
A:lstComLtr.Mal
Greiner
Greiner, In(
P.O.Box3h,~6(3::' ,-3416)-
7650 West Courtney Campbell Causeway
Tampa. Florida 33607-1462
(813) 286-1711
FAX: (813) 287-8591
C103187.00 lli~@UW~ ~
January 25, 1996 'I JAM 2 6 .. 1"",,01
Ms. Timbre Hayden, Director I
\
Planning and Zoning Department, City of Boynton Beach PLANNING ANO
P.O. Box 310 ZONING OEPT.
Boynton Beach, Florida 33435
Reference:
Boynton Beach Mall - Preliminary Plans for Littoral Zone Plantings
Dear Ms. Hayden:
Attached are two (2) copies of the preliminary concepts for the proposed littoral shelf plans for the existing
ponds for the above referenced project. These plans have been prepared in accordance with the Boynton
Beach Mall Development of Regional Impact (DRI) Development Order Condition 6.B.
As shown in the attached concept plan the planting in the ponds east of the mall is limited to the central and
northern ponds. These large ponds will be easier to work in than the remaining "T" shaped pond on the east
side of the mall. The central and northern ponds will provide approximately 3,360 lineal feet of planting
area. We also propose adding 375 lineal feet of planting to the approximately 500' proposed by Higgins
Engineering for the west pond and part of their canal enclosure permit (see attached permit sketch). The
total planting area would than be 4,235 lineal feet and would provide the required 60% coverage called for in
Condition 6B.
The concepts for the existing storm water ponds have been divided into three zones which depict groups of
plants as they would naturally occur. The "transitional" zone supports primarily woody species and extends
from the top of bank to approximately 6" above the normal water level of the pond. Recommended species
include Red Maple, Bald Cypress and Pop Ash. The "mid-zone" or littoral shelf is approximately 6' to 10' in
width and is located at and directly below the normal water level. This zone supports a host of herbaceous
species, including Sand Cordgrass, Blue Flag Iris, Golden Canna, Soft-stem bulrush and Pickerelweed. The
"deep zone" extends from elevation 8.0 to elevation 5.5 and supports aquatic species. The zone consists of
narrow bands of Fragrant Water Lily. Herbaceous species were selected for the littoral zone plantings as
they have been shown to be more effective in biological treatment than have the woody species.
Please call me if you have any questions or need additional information.
Sincerely,
GREINER, INC.
Uom /7/a/w('a/JGZT
Thomas A. Marsicano, AICP
Vice President
TAM:JFB/
Attachments
xc: Liberta Scotto
Rod"VOsper
JFB:C:\JANE\HEYDEN,WPD
i
I
~
SCALE: 1" = 60'
I I
o 30 60
SCALE IN FEET
6' HIGH
SCREEN WALL
(EXISTING)
TREE PLANTING
WITH UNDERSTOf,y
VEGETATION
PROPOSFD
ENCLOSIJI~I
TOP OF BANK
, ~ EDGE OF WATERJ
EXIST.J ,..
t:::> WCS . .r
~ E>< Ie l.) p L I i "''''''1'2. tl> L. n_A vvT I v...)~ I: .'
"!; :3 76 I Tn S"""'TH)
r- A)>..
. - - 300' +
-----~~-------- ..
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
.. ..........................
L10, -
TREE PlANTING
WITH UNDERSTOr~Y
VEGETATION
6' HIGH
CHAIN LINK
FENCE (EX IS r.:
L-A
NORTH END OF WEST WATER MANAGEMENT POND
PLAN VIEW
SCALE: 1" = 60'
~..,
~
MIN. H1,
~
TREES HEIGHT SHRUBS
(8'-10') ( 4'-6')
CYPRESS 5 10 COCA PLUM
DAHOON HOLLY 5 10 WAX MYRTLE
LAUREL OAK 5 TOTAL
RED MAPLE 5
SUB TOTAL 20 20
TOTAL 40 TREES
NOTES
1. NORMAL WATER LEVEL (NWL) - 8.5' N.G.V.D.
2. TREES TO BE PLANTED IN CLUSTERS OF
5-10. BUFFERED WITH SHRUBS
3. .. DO NOT MOW' SIGNS TO BE PLACED AT
APPROPRIATE LOCATIONS (3 SIGNS MIN.)
/'
C~ HIGGINS ENGINEERING, INC.
.W.D.D. l-23 CANAL RELOCATION & ENCLOSURE
MITIGATION PLAN
BOYNTON BEACH MALL
PALM BEACH COUNTY. FLORIDA
APPLICANT: EDWARD J. 0 EBARTOlO CORP.
8610D45,nw,-~
EXHIBIT 4
/\
-' -;7 -. .--- 7-7-'---"
JAN-19-'96 FR X 1..5: 36 HODGSON RUSS ANDREW
P.02
~
HODGSON RUSS
ANDREWS
WOOI)S &:
GOODYEARIU'
C. C. ('.(lllah.n, P.A.
!~I'tll('j
?O()O (~I:III.." ROln
~Iljt~ 4(){)
Il.."." R"\",,, "I, ~:1"'3 I
407.:194.0500 IUl' ',," H;\lN
>t07.7;lf..2177 ""I,M HI',f\(:!!
}()S.7(j,1.2440 IIHr IW~K',
~AX ~n:\.,12i,,1,1();1
~'I"I'OII"'i':Y.~ AT I.^W
January 19, 1996
VIA TELECOPY
(407) 375-6090
'l'ambri Heyden
Director of Planning & Zoning
City of Boynton Beach
100 E. Boynton Beach Boulevard
Boynton Beach, Fl 33435
Dear Tambri:
RE: B()ynton-J'C~~_A"soci~,:~es, r,td.
In accordance with our discussions, telecopied herew1~h
is the revieed page 4 of the Application.
Please call roe if you have any questions.
Very t7uly yours,
// "/(
/,' ....,;.. ." yo
~"-' .
,/ / / "
/.,' . / /
i .''''.. (.J~ l..~.i.'~t.l._....._-,---
Cormac C. Conahan
Attachment
A RA}rji..rp~~~..f J.~;hiMJ l.iabrl,r'Y Paf"f7l("'''*IJ.' '"".~,Ii",~ PN1/M~i('~Hnl Auo.('idd'1'HS
AIl","'Y
&I('/'c RIlIlItl
nuflu/ri
NIt",Vn../j
RodImu
Mis.l~'l,\'(;UI(a
(liJr-mW)
JAN-19-96 FRI
",ton I U I '
1~:37 HODGSON RUSS ANDR~W ~
I i L~, 1.(:";;1.,1 , oj). 4 (j f"M , U Ii Y II ~ II Ii IJ I., II I d>.
P.03
-'III/ ~Il~~"" ,II ~
f.
Bldg Perimeter 1.91 ac
Si te Per inleter,2. ~l ac
Oth.~ landagaped .~eaB, 1.82
Othe~ r'rV!OUb areas,
1nglud ng golf aourse&.
natural area., yards. and
swales, but exaludlna
water areas
, OJ: .site
( 4 J .
.arBS 4.14
~ ~
, ar S.1t8
-
g.
.~U;.8
17'
- 1... _.
h.
16..13 aanl, 13.86
--.. ~Ir.
__ , of litB
I. !loc:n: Aro,
a. Residential
b. Commercial/office
c. Indu.~rlal/W~~.hQu.e
d. Reat'eational
e. PUblic/InstitutiDnal
f. Other (.peatty)
.
"
Q.
!otal pervious ar...
~ II
1 II' .. I J L -
J...L
1. ~at.l .~.a ~! aite
1113.364
"Qr.. 100$
1 r
, of .it.a
.~. ft.
J.,,287,1l~ 8Q. ft. (i.ncludes 162,502sf 6th
department store in thi!
, aq. ft. application and the
21,696sf Sears ASe as
v Iq. ft. previously approved)
---....... y
sq. Jt.
~~
sq. ft..
Other rapeai!y)
~ sq.. ft..
h.
tatal fleer-area
leasable
HUlWL.gfJ~. !~~!l..tl!Lr:!t!ll i!UJ _Yn! t-!
7.
1 r 287 ~-11 €.. sq. ft, .see sheet ~4' ~able) for
floor area
a.. 81ngle-f-.lly detached
_ 813. ft.
Iq . ft.
b. Duplex
e.. total numbtt~ gl! d".111nll untt. I _ _0 U .
grpl!L Pttll!tb: ...."-- dwelling 'unIt. ..,u: aate
prop()sed d(~p;Jrtl~~:nt store
~.LGl'Yg~Ytl.,...gn-1lU.
- 10. "..wired DU-atUft1W!lU!na
a. calculation oe r.qulr.4
." I\u.mbll' of ot"....ta:oet
parking ,pac..
. .~19 spaces
, ~ased.on 5.0 sRaces
per 100Q sf ~lbl~ ru:pa
PlUS 4.0 spa,em;; per 1(1)0 sf
-Of ASC) ..---
PT .MJNTnl1 ~f'1tH N!J ....DT:I!!!.:!!!~t;'ll.!'.,,~ 1f,,,,!:,.,,hM" J,~ n I .
a.
r~~
I.
. I.
MUlti-rami1! (3 + attaahed
dwelling UI1 t.)
(1) Bfflalenoy _
12) 1 Bedroom _~__
'31 2 Sed room
I ~ t l+ Bedl'oQII
~oEi.i multl':iai111V '=:. _ _ ~
dwelling unite
-. ~w.l11ng unlt.
dwelling un!t.
- dwelling unlt8
""
i!w.11Inl unit. I
.. ~~
.&. L~~ .1.11I111 V~ ~
1 JIlF n '" 1;1'1
1. Lbo.... lit M... ~...
45
f I'
2
.t::a~.lo
i..t
....
b.
O'f..,~.., p.rkln, .paa..
Ptovlded on .1~D ,1.n
_~403 space~
... (Incl,~e~ 640 ~ac.1Iil
..... 12~~~ft~,on ~try...c<.tured
two level& of deck)
,
.
.
.
.
II
II
II
II
II
II
.
.
.
II
II
Board of County Comlnissionel
Carol A. Roberts, Chair
Carol J, Elmquist, Vice Chairman
Karen T, .\larcus
Dorothy vVilken
Jim Watt
,County Administr.
Jan Winters
Dep.'l"tmcI11 of Planning. Zoning & Bu
_-.-o:-~:~
~r'7:, . .4 ~
~: " ..' '- "~::i. '..j' ~ ..~. :.1 r
',",' -"8'"
- .~. "I' , :'i~
~
. _. ~PR 1Q 1989
Marcn ~~_ 1.989
Mr. Pe~er cneney, City Manager
C1~y ot ~oyn~on Beacn
~.O. Box ..HU
~oyn~on tieach, FL 33425-0310
__ .,:",:,,~-._."":.' l't'lo.I.::,:=;:_~~
,t....'" .':". '. w a" .~. :"-;-"'-..--
a~j..''\'I:"...t:......" ...., "-'.!~':~-"1'",~'
..! :'.,;.' ijI...,.........i_
r .:......a'~.\A
RE: BOYNTUN BEACH MALL D.R.I., AMENDED A.D.A.;
S~ATu~ OF PINE FLATWOODS PRESERVE
Dear Mr. cneney:
On Marcn 2, 1989, the Planning Division was 1ntormed by the
Treasure Coas~ Regional Planning Council. that the C1CY ot Boynton
Beach can now scheaule ~ PUbLic hearing for cne referenced
Developmenc of Regional Dmpact Su~stantial Deviat1on.
The ~~ann1ng Staff's review of the Amended Application for
Developmen~ Approval (AADA) for the Boynton Beach Mall DRI
focusea on two issues. Statf sought to determine cne impact of
tne proposed mall expansion (Sears Store, and rela~ea park1ng and
lanes) on (1) the Pine Flatwoods Area, and (2) cne Pine Acres
SubdivJ..s1on. locatea immedia~ely west of Javerc ::i~reet (see
enclosed ~xhibits 1~4).
As you are aware, the Development Order (Resolution R-}4-343) for
the Boyn~on Beach Mall by the Board of County Commissioners
requires cne developer to "preserve the pine area on cne subject
proper~y." ::itatf supports che preservation of the p1ne tlatwoods
area. In add1tion, the Palm Beach County Departmenc ot gnviron-
mental Resources Management opposes the proposea reauction in
size ot ~ne pine flatwoods preserve (see enclosed u~~M correspon-
dence, Cary/Walesky/9/12/88 and Beditz/Walesky 12/i6/88J. DERM
and the Councy Planning Staff both believe thac a parking garage
~s a viaole alterna~ive, which would elimina~~ ~ne need to
destroy a ~or~ion of cne pine preserve.
The preser7e
between tne
area 1S recognized by the Annexac~on Agreement
developer and the City of Boyn~on tieacn, dated April
A-3
3400 BELVEDERE ROAD. WEST PALM BEAC;:H. FLORIDA 33406 . (407) 471-3520
~---_.---~_.._._---"-----