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PARCEL EXCHANGE & CANAL AGREEMENT rr'''''''''~~"'''':'''''~ I~--:....~r, . "'~'I'''II'''~''I''''J''l'''' ........~ 't',....!:-IT.....~~..~'~'~.qT' ~I.,...,....,... ....".,I'I'~':"" .. P:Tr-r'" f"r:""''I'"''1''' I.... II..... 'P'f1"11'""'T"'"" ~ ,.....~.1",..,...".....,--1""""""'flI':!.~.1.1~.. r,~r< ...~..1"'''''....~;-r:'tIlIV~, .:~,;,~.A4. ." ,;f..~,..-..,l\./1 MEMORANDUII wrn@~~wr::7 U ---",.- ~:JJf" 2 3 r.qqF; i""" " - ' 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. \ 'l....... ........'..-. " .... .."" ......, - . f' ~ "l/ (/ t' MJP/lmh 900182 MEMO LWDD. MEN ~. ~,> ~ 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 =lllM 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 rJot roIL ~ !)~ ~~I r;/&~,2, CiL--~) : I D .j.,. JJU~ 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$Wr Now York 14607 11161454-6950 Fax; (71 6) 454.4698 3 Robort Spock Parkway. Suitt 880 Mississauga, Ontario l4Z 2G5 [9051 566-5061 fax; (905) 566-2049 Plel1se Deliver thIs Transm!sslon to: - 6 ~ NAME ORGANrZA TION FAX NUMBER TIME ~1 (MA;L-PYu~, ~".t-dJ.,~ \, -.----- ] "Ii 7 '}-/:L- I U I " From; c?,' (! b1/lOJ-~hc..~,,--- 6' - /)1 - Cj ?J ~:;;tlt.iJJ ~",j ~~, -,t..,[r~ ~~dllJ. ~,(.,~ ii.-l , ---- , File Number: I) /!z.)~~ .3, ~) Date: Total No. 01 Pages Including cov..::r Page; '-j ,.?"- Message; k ,- (,<: ~' ~:?':i..l.... . ;! t~~(:" "'l, u-o;."y " ( (Note; Check Bo)( No. 1 or Box No.2) CONFIDENTIAUTY NOTICE C,1 1. This is a CONFIDENTIAL transmission baud upon 3 claim of Attorney-Client privilege, WQrk-Pr()d~ct privilogo or other legal c:onfidenti~lity riSMs. We ;Ire 1II law firm rOpfillSDnting our client. Thiti: trat'lI~mis:aion is lntendl;id fQr tne designilted ;Iddrcssoo only. If you :ilre net the intended rocipiant, ploasQ cont3ct us immeoiotely <tnd REFRAIN FROM DISCLOSING on USING THf ENCLOSED lNFORMATlON IN ANY WAY. Failure to comply with thj~ direetion may result in a claim that you hayo violated the law and are liablg for tn0l18Y damages. Thank YQ~j for your <Ittelltion to this message. o 2, This oommunic:aticn may not b~ :;I co.,fidcntia.l transrnis:"ion subject to legal penllltie$. Howevcr, if this is properly a 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 --- '-"" 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 - 16 - 2Q'd EOEvL2~9ott 'ON XVj ssnCi NOSnOOH OP:Ol nH~ 96-1G-~ liNT BY: ; .. ...-88 ; 41a4PM , lo~~on Ich f~ I4i 00V017 '3DI..a9laoa;, a 05/15/96 11:16 ft1 330 758 3598 DeBARTOLO HQTS. ,---- ',--,,' 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? - --..---, .,- . , , EO'd EOE~LG'90EI 'ON XVd ssml NOS~([OH D~:Ot nHl 96-!2-~ri 05/15/96 11:16 ~1 330 758 3598 DeBARTOLO HQTS. 141 005/017 D;NT ItY: , '-6~..e i .iilPM ; Dvm'on Igh f'~ '1054271,108" 4 ..........' ........_.J 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 - _.II~ I . rO'd EOetLZ~908t 'ON XVj ssm.! NQSOOOH l~:OI nHl S6-1~-8~ 05/15/96 ,._11:17 ~1 330 7583598 DeBARTOLO Hq,!:~..:.._., ~ 006/017 SENT BV~ ; 8-20-88 : ':38PM : BOVft'on 9th tl~ 100542'4.1011' 5 ''-"'' '--" 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 8iNT BV: r 8-10-88 I 4:88PM r ISovnton Ben ,~ UIUi4R'1430a;, I '~ '~.' H~JtWIS ...; w.AftilG MID ~t1mG BCARI) 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 - .-.-.. .. 0' ~ 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" , ''''-' '...........-. 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 '-- ..----...... 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 €OEvLGvsoel 'ON Kij~ ssml NOSOOOH S~:Ol nH1 86-IG-MYW 05/15/96 11:20 jtl 330 758 3598 DeBARTOLO HQTS. .....-- ,-, --~~ ,.,.,---, 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 .---,-- -'-:""'- . !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 . ..--.- ........... II ,- . EI '6 tOt~LG~SOEI 'ON XV~ SSfl~ OOSOaOH eVlot nH! 96-16-~VW !t1 330 758 3598 DeBARTOLO HQTS. ~015/017 nOlk ,a08"" 05/15/96 11:23 J I , j I I I ! BENT n: : 3., is; C:&2PM ; 5o~nton Sc~ fa... '--./ .~--. 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 - 10 - vt'd EOEvJ.Z,90El 'ON KlH ssmI NOS~aOH 6~:Ol nHl 8B-tG-~~ 05/15;96 11:24 f!1 330 758 3598 DeBARTOLO HQTS. 141 016/017 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 " " - 29 - -... -- '---'" -. ~ : 9t'd EOt:t'LGvSOEl 'ON IHld SSOM NOSOOOH 05:01 flH! 96-~G-~ 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'- - 30 - 9t'd EOEtLGt90€l 'ON XVd ssml NOS~OOH 19:01 nHl 96-1c-H~~ 05/15/96 11:14 '5"13307583598 DeBARTOLO HQTS. 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: TO: M I KcE H AA& CLfO'7) ~r15 ....LPO'1D ) r /VtAC (j)tJ A~A tJ (305) c..f J r; - L/ ~o3 FROM: / ry 5-/5--QV ~OD VO~PEr< (including COVl:I) PAGES: DATE: If there are allY problems in receiving this transmission, please call (330) 758-1292 ext. 2444. j/te- ;~ P)3 ~ 1)?pfi V , f/[J)'f I~ (~ 5 ~ CD - ~ 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 ./ C\U\ ~ 1 /,-- / >' 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 ~ ~,~ I " ~ \~,1?!~~ . r1' ~~ 5VJ~ LX - \\ V \yy ~. ~Y: 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 I 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 5 'W' ..., .., -.""J 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, "-' ow ., - 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, ~ '-' .., ...., 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. '-' w ..." 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 ~ ~ w """ 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 .., ""'" ...., -----,' ~ '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 ~ NUMBER OF PAGES BEING TRANSMITTED: (Including Cover Letter) TO: FROM: RE: C:FAX.JM fh~/"~ -- '~ /~LI . ~ Sent By: ;!)~ -.3?.r - 62 (,Y .9lmericas yateway to the yulfstream , ~ ~ 'WI' ,.,., 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: ~s\maIIu2.W 6 DeBartolO' P7 U plr.-JJ1JI" ;r1 AU /;1- I, U s.d'/: PPfV 'n , " . I' . , i lJ ~ lflJ .. - ~ ~ I'; , ....f) :.. ~'.""_-~".'-'" "..,-,....'.""..._~'....,..':~.."..':........._~"...." tt' Ml\R I L i9'6 DeBartolo Properties Management. [nc, , -.."",-----./ ~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) cJ~~ ~rJ .pz'~~ft\J7 '-' w .., ~ 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. &~ 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 ~ ., Greiner, Inc P.O. Box 3~ (33"""34161 7650 West Courtney ~mpbell Causeway Tampa. Florida 33607-1462 (8131 286-1711 FAX: (813) 287-8591 .. Greiner Dear Ms. Hayden: lfnl' m @ m u w ~ [,01 !: ~-- ~~L' , flC.e-iY~ "s;)" ~~.$~ t::~dd{~ ~.~!fp::~ 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 Ii, J 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 'w' .. 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 'wi """ 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 ~ DeBartolo 'W -..I ...., 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 'w DeBartolo ~ ."", ., 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. .., DeBartolo ..,. ..., ..., 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. ~ DeBartolo w ..., ...., 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. ...., DeBartolo Wf w """ 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. ~ DeBartolo .,. .."" ..., 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). '-' DeBartolo 'W "WI ..." 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. ~ DeBartolo ~ ..., ., 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. .... DeBartolo ., ..., ..., 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). ~ DeBartolo ~ .., ...., 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. llIIIIIf DeBartolo 'W .... ...,,; 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. W' DeBartolo '- - "WI/J 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. ~ DeBartolo ~ 'W!I ...,; 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. - ~ @ ClU W ~ I-~ MAR 2 0 IlIl6 1 ~ '~ 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. . . ~ ~ ,.., ~ ..ill I - fD)rn@~~\q~ un fEB 2 1 _ ~j W c ~ HIGGINS ENGINEERING, IN 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 ~ .."., ..., I \0 ~ '-' I" U G\ I - ~ <{ - If) - W II:: (]) C ~ Z 0 ~ Z , >- 0 0 0 - \'1 OJ - ~ '" 11'I , - 11'I v v v -" - " I - '~ - U WIJ) '" l&J " <( 0:: v . CD " u.J :::>c( - ~Q. X CD uU) .. :::>0 G'\ o::~ I Z t- I l&J 0 V)..J N l&J U) t-- (!)~ Z ..J Z..J ..J >- ~o: c( ~ r; J 0 0::>- ." <{.... (Il 0.......... (; '1 fW\ '" ~ DeBartolo '-' ..., .., 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 '- ~" ......~.. ~ ~ PL}tH,J,lt:~ [ltJD 't< ,..... -~ .. Ita... ~ ZI,INli'" l!l!l._.,~..--~ '~~A ~ ~ ~ ~~, ~ ,,,,~ ~i ~ ~. ~..-'\. __ ~" .... ~,~ if ~.. ~ FW<~37'~ ....~ ~ '/" < <,'=L~~" ~. , ~ ~ ~ ~~ ~,,'" '- ~ ~ ~ ~ ~\,~ 5~ ,~~ 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-- ~, ,O/tR, D .....-'" , 6ir I"'''' . 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. {}fM ?6-U:.V/J (i:>"j S C ~ ~/l-L MJ/ i A,Alb ,tJluell..,. ~) 6A.l~ ffFI'~LL.- t;~ ~ A"I It$" fA~( .'IJ vj, c."' /"1JthN1 t.,.) I ",IV L. rJA~ fl4lJsA:tt> '6-,.. pJ~IJf,A1"'I!.I>t)f/~ 'n~ //-+,l~/ r~j . -r 4 f/- -.(} () c;fli 'j ! >~ tF~~J G~! 7t~ I ~/~ . 1 ! 0 },-~ f 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: &3-94 "6 1- -, . -./ '- , ~ .:s ~ ~ti ~9 ~ _v~ \I.~ ,fl' /~ Jl:,. ~v n \ \ l \ \.. :; n.t' le' } ~'(" I , \V Oli~ I E ~ ^.,.~ I fV ~t-.~ ~ \r' ~,)J ~~~,j~ Q'I\ /\~ ~ -t\~l L ~ ,Iv ~~ ( l . "!7 X '1 ~~ I .\" .~~ e;r" ~ 'b \' t At' t", f ,?pD ~ 6)~'{j ff "\ r 0-1 ul1 1Jt'D t ~lfi ~\~ \ , ~'V:V:f t' ~t 'v~ I .# ~ ," ~\r v1'V ~,y ~f1 i" vf ~ - J>.f~, I ~ "rI ~ \P f t ' ~~ ~v I ~ .V \~~ ~~ ~ ntJ~ i / .fY tf~ \, l;~ Iy \" ? 7 u ,v ~ 1c..t:Y t \Y lJ~' ~'0 t;~ ~~ f'~ (l" /'~/ ~~. ~ /J / _ 11~ ~\4q: , . ~FROM: DeB~RTOLO PROPERTIES F~X NO.: 216 726 7993 ...., ~ .."", STATE OF COUNTY or 03-05-96 04:55P P.07 ." , 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: ....."I11t$\m..l~l2!. 6 -# rROM: DeB~RTOLO PROPERTIES F~X NO. = 216 726 7993 03-05-96 04=55P P.06 ..,. ... .., .., II) Wi1~ Sian_Ill!: 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 ,.. .,. ..., ..., 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 .. 'FROM: ~eB~RTOLO PROPERTIES F~X NO.: 21€> 72€> 7H3 03-05-9€> 04:54P P.04 ... ~ w .~ 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 ..., ,.., .."" .." , . 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. -*- 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 2 . . . . Il . . 11 . I . . Il . . I] . . . 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 ,-",.,."",--"'",,"- . 1M . . .- . . II . . . . II . . II . . &1 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 . . . . 1 Q 2 3 . 4 . II . . II . . . III ~ ~ ill II 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) . . m . . . . IJ . . Q . . -- I III ~ ~ '- -- 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. 1 . . . . . . . -- . . . , ~ '- III. ADMINISTRATIVE INFORMATION A. Section A Form B. Section C Form ~ .",,'j (" ; . . '~ ,a fill .- ,. III iii , . . d ill ,!:, ... -l 11II III .- III I III i *- I... II,. 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 . . . . . . . ., " t ! I . , ill , iii , ~ J .. ~ -- III -- ......, 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 - CIT Y. ST A TE. Zit' CITY. STATE. III" '" E~~'f' I'MN llEACII, FUmr DA 3 '3'11 ') - 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 Page 2 of 4 . . . . . III . -- . . d .- .. .i. ... .. 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. -. - ~ 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 -,~-_.- .-.'.--...,-,.--" --_._._---------_._--------~--- 3, 4. ---'.---------... -_._--'--,._---_._---------,-~-- ---.. "------- --- ---, ----'----------.---.--------------- - - -. - Page 3 of 4 - . III - - - - . ... . - -- 1M .. .. - - - - I....IU\ 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:~) - _.___.---__'...__..__ _.__.~_---_-"._ _____A_ _' _'___ 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 ~-'"'-""",.".,. '""" . ,,"".,' , . ," "",' .. .: . ~ .. 11 f~"h ,1 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: Page 1 of 1 . """W .,...,..,,_....._______ - . . ~. M: ..-~, . . . -- .,. ,. j d , ... ! IV. APPLICATION FORM SECTION E INFORMATION - 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. 10 ..' '~""""',".'"'!'i"~,a.",~Il"'rr'.1t',yC'W~,,,,'""':'''''''o/':_~.':~''''~ . . III . . . . . . . . .. III 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. ... . . 1 Not applicable. 11 " '1~l'P.'~"","''IJII''';~~-''''-''. _~ .. .,......... .;.~~ . ':'.~\.1.J.~'H':'\~"'W,~~~''':J -<..", .. :': -- -- 11II 11II . . .. . fA 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; 12 -- -- - -- - . - . . . . J. K. E. 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; . . ~ ;:;~~ ",,'" - ~ r . 13 .. <, " - .. .. 11II -- - . . . . . , .. . . IV. . . -",'-'-'-~"""""''''~<,'''''''&' ' ,. . ~.-a.iIliiIi 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; 14 -- .. . .. . . . . . ~ . . . . III III III 11II III III ~.. v. 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. 15 .- ~ . - - - . . .. t . 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. 16 ,"..""..".~...,,,,,,~--,:,,,-',tM""""<-"'""~":"',,~ .. III' ...... .. .. - - - .. - " - - - iii - .. .. - - - D. 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. 17 11II 11II III 11II III - . . . ~. . . . iii . . III . - - VI 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. 18 .. - - - - . . . . . . . . .. .- .. . III 11II - D. 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. 19 ~,.,..... ,,- ~--.,. - --- -- .. 11II 11II - - . . . ,.} . . . iii - .. III - - - 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. 20 .. .. - - - - - - .. .. - .. 11M - - .. 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. 21 .. .. .. .. . - - . - - - ! - - - 11II 111I - - - 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 .. - .. -- - - - - III - - - .. - .. - - - - 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 ,..,. ._..,...~:<'~.;o'..".."..."""..~~. '_""~~'''''~< - .. - - - - .. - - . .- - - .. . III ill . . -- .~ 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 24 -- .. -- .. . . . . ... III . .- . . 11II .. . .. . 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 25 . .. .. .. . . . . . . . . .^. '^ -- III .. III III all 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 26 III .. III III . . . . -- . . . . . . -- -- 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) 27 -- III 11II III III . . . . . . . . . .. .. - . - 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. 28 .. .. .. III - - - .. . . . . . -- .. .. . - -- 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 .. 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 . , . 11II -- PROJECT NAME . BOYTON BEACH EAST BASIN PAGE : 3 . 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 . . -"~-- ~-_.._-- ~-- --- -- -------~- ----~-- --- ---- ----------- .. .. 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 - ---------_....,,-_._--_.~.._-----_..._-----"--_.__._------------ ------ ------- - .---. -----_.~-- 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 .. .. .. .. ~~---_...._-_.__._.~~_.._"------- ---.-..-----+. .. - - - - - - . till , .- . l III I 1M . III .. . . . 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 . . . -~~~---_.~_._--_.._~ ---------. . ..~,,,.~, ",., ......:L. .,.; .: ',.;'.~~ "~-~':::';''':; . '_~. "I'~....-- -....-... 'liiil> . 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 -- -~-- - --"_._,_._---~~---_.__._-._----~._---_._-._---- ------. -----..------ ~ .... IQI -- -- - - . . - . . . .. ill III .. 11II .. -- 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. ~ 10. j 10. j 10. j 10. j -- .. 11II .. - - . . - . . . -- - - .. -- .. .. EXHIBITS ~'G> .. .. . . u . . Ii . . . -- It III 11II d III III Id ~ 1;,1'. I" :' 1\.11. VICINllY MAP 1'/ i 11<1 I JI I: I,[),().I. r,IIJlI'::',1 i III,IIWA, I'M\I', , ,I r. II I ) I J I ~J , I <1 :) S , I.; "1) I I '(,I rvl 1)/ /,1 II COUI,J [I', r [lil<ILI!'- ~ ^I)I)IW:~ ~Jr:^'I. 1" '-'1/-4 rvll. LOCATION MAP 1<1 I r'I<U'JCE: DOIYII'~) ':,11<[1 I 1\ 11/' Of fl^LM G[N~II coUr'ITY,1 [ (11<11 ii, S F C fI 0 f\j 1 9 , T LI 5 S , r~ fU E I)NM EiFACH COU(\Jl Y, FLOI~ID!\ -'IIIIli"""=t. ;.:::"ff1'-"'...... "" IIYPOlLJl\l. ,...~ .t.M . ~.J,.. 2'i[ ~ [: ,.".. "'1 GUl f STHtAM P..... - COElEBS DORRIT N EDGAR FIGARO Q ~;i-J > AVE 05 AVE I BOYNTON I B~AVH I. ~ IIh ~ -n (5 Pandora Av€ :I: Quelllill Ave Au~kill Ave ~ ALL w ~ C> -Z I 0 I U . BOYNTON-WEST- ~~ ,.J) ~..J 0 vtace la I.od.o" ----.;.~ Si\~l1.~ 0-- eSt .__0 -!( ~ .. o --==i ~ ~ V '0 _ "''0 ~ 0:, it=:= C~ HIGGIt'-lS ~N~~t~~~,RIN~:_INC. -- ------- ------------~~---_._._- [_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~~~____:=. 1::':::.:OTSiGN.tb-.- '.].--.. n_g~~~~I.-I,~H.~..~ no Uj r~;c"l~~lj R,W,H. _~_.___ --- qrjAiI---- - --SCALE' -- ~~D SHI. 1 Of 5 _ .10/95 . SI,WWN ______, 8610Dl.lJWG F=)(~'R'T 1 - .. - - .. - - - .. .. fill iiII Id .. III .. .. .. III II" I III I \j ~~ : ~ 1 i f}l{' ~==-================:~ Ii II I I 'T1 -- EXISTIt'JG ,ttj I RESIDENTIAL 'r'J I DLVElOrPENT 1* I I);~ I ----'1 I' I .---------- ---- ---- r I I .-.-------- ---- ...... 1 Ii: , "\: I I' , I Ii ': I 1:1: I -~ -::::= :::::::::::: ::::::=~rJ II i i ,\ ,I,: Ill! I:': '1:1: , I (IIJ 111< or SEellON 19-\)" =-:-:-:: =- -~ ---.-=-=-=- -:. ~~\ : I LOW-l~~~[CTI~)H--~~~' ~J)j-; - - - ,:,,-=-:-:::- _:-:. =7- - I 1:\1:; IINC I AH W[lf<HL-=='._, I DI<AIIJAGE Dlsmlcl '\ : III' '11,\111< C(JtJmIJL SlRUCIURE \ I '11/.1-1,6 I r 12" eMF' , : LEGEND - - - - !'IWe/Eer BOUNDAI<( IV'\lERS EDGE - - - !'I<CiF'OSEO RIGlll OF WA'( --- IXISIING RI(;Hl OF WAY r. "j I ILL LANDWARD OF ~/ NO!<MAL WA1ER UVU r' '1 rilL WA TEHWARD OF' L~' IIOI<MAL Wi..1ER LEVU_ r ~"To:_.~t~F~i.~:~~:;;~%~~I~~~"~-~~;;a-~~~ ~. ,/,,,, ~o Hf /~CI j (/\f] AI ((.- 1 tJ) ,.- /8" I Mdd elil vu~ I (FXISllfHJ) I" .'1) bXISII~'JG (-25 WAILf<W/1. TO m IIU L [) 158:,' j .......". [XIS Ilr JC PLf<IMF ILk FiOf\1) ArJl) f.JAI~nNG BO'(I'~I ()IJ BE AU I tAM l ..... I A ~~ I WE ~I __ I /~ SF CTIl.)!i lll'W BO'r'r.J IOIJ L:lell. MALL wrs I WA lFl< M/\IJ/\CL L1Ff J , POW) (f XIS IIfJ C;) ~)I'f SIIIT I ,1 nF :-. PLAN VIE\'{ L J () I 100 Ll)() SCAI t III f f f I C~ HIGGltJS ENGII~EERING, INC. -- .------- ."--- --_._---_._-_._-----_.._-----~-----_.__.- 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. r-.-. ~...EC.~.Gf~~,D. -.:1....-- . F IR.~Wt~. --.I.:'.~?;.~-..K..ED ... 86~8 {Q,2.. --bATe 'SCALf' ---,.;PPRJ)VEji 5 'n 1 Q/~5 . n!" ,::,~02'_~.q?!. SHI 2 01 5610D2 fJWi a:::VUIDIT ? -- .. -- 11III Q . . :'() Hi I' Ii, -- C) 1.1 - . 1:' - I 1 (). I, . '. / M ld I r, ld . .1 :I u- . "'" F '" .~ ,,"'-i.}-<....,J,..!~-{';!' 1f;~~'~..:--:":~~:~=:,~r~~~~r~,'?7'::~~::;;;~:z:[C~ ~~":~::: . [ 'I' II fll, 1'-',',- r::.~::.:=---~ "',"; w '~I' '.. n n + ,() .. U l:J \,' I~ l}~"~~VZ:~:~-;l "J -, . .; ~ ~ -= ~ ~X'I~r~JC; l <2.3 ;L.'.(/:.: _ _ , ' /' /' 1 II-"IU~L ~[CTlllrj 1 '5" - -, ~ , ';r t. ~,,~ ~ -*~,----'- .(',- E I 8 ~). (I J WI) " l( 1~<I)f' l), ./ tAIS r. II'JI~ _ PIPE IIN E~, VARIE~. ~c:\~rTI~'-;- ,7)7 ''''~ -- - FL ,Vt-nlt,._) '- ~ ROt.l FROM 40 1'0 5u-- ~jl ~o ru r,,) f- /' -j 1 ,'I,',OCAf'nj VARIES ...~ I L . SECTION "A - A" 1" 1[1'11, )"- IO'V . . LEGEND -- r'Xj f -: >, _~L_ . [~] [J f II I Li"tJUWAIW (II NORM/It WATFr;: [t Vt I f It L WA r L f~WAI<IJ OF rWRtv1Al WI, I LI-< I rVll lXc,AVA111)fj -- IJI 'ill' , 1.1 I I V!I IIUIJS fx[ITf~EI'~CU) 10 F t I '1!IH-:lvl/\1 W/\IFR lEVU (rI.W,I,) I .. fJIIl1 C! r'Jlll<llf\lf~ LC)CATIC)r.J V!~J\IF~) ! [if.' 11)(,\II()I~ ,1 I)IWI)()~)II) 1<lelll OF Wi"'!' (8:/) [111111'111 1111 "II'f I 'J, l uSUI<I- , SEE SIH:Tl ') nl " 1 II ' }, '/.1 ) '..! 1.'1' I '[ L I II " (ll " .> -- .. ...... C~ HIGGINS HJ(,INEEf<I~jG, INC. -- f- -..'- L. W . D . ~: J,'j';~ ~j 'C~AJ~~l~~r ~~l\OS l'JR E PALM BEACH coumy, FLOHIDA APPLlCAtH: !:.UWAt<D J. 0 [8ARl OL.O CORP, __....___n_ ~ ___ --j .s~~I .'?;. r::,.'.~ .cio;,:r{ -.--,-- .- - . ... DlSlcr )[0 R.W.IL IJAll lO/~~ III III i=VUIQIT "'} el.J 1 01 -' ~ l),';\, _ r .-'. I ...' '-- - ,:1.."". .. IQ - - , - / / I / - - .,; f - - - III .. .. .. .- .. '~"""'-~~~~:~~~'~~"mll~~~~ tv 6' HIGH SCREEN WALL ([XISTING) :o,~!,1 l, I I )i) "l.~,1 t III III I btJ L,~j , I u " , u_, " '---- l() f' () f II~U ~'IMIIIIJI; WITII liIJULIC.,IIII.; Vf ,;[ IAIIOr,! J \ l'l;uhhll I-l~' M".ItJ..I..... l fhl II, ARb'\ - - -' ,~:.- j J " f[ \ - \ y/ .r [> pI" 1-;-; I: :1' 1-: . ):) -].. , [/',,:..: I .-// .11<lE 1'1 Alj III !C, j W1111. '. WHJlILIOI<, . 1\ VE e,r IAI II III '. '\ '" ti' I Iii ,II ('IIAlrl I IIJI.. rt,f IlL ([:~I~) I, Hi\[ J I. \~,- [ljGf Of WA It f~/ EXIS1, WCS II~I<ICA IIUII f"UIM) , u-==--=--=_~'__L ,_~ 3()O' ,-A ~ .. ... ... .. .. .. .. . ... ... . . .. . . f__', 0 ,- .. -- "'---1'1- '--l'l-""-~"'--""-----"'__1't-_n...,. . ~--- -.--,.---"'.--- "'-~""--'-1"l'-" ._~"'"--~-'-""--"'---*'___'~_""_"'''' --;0 L-A NORTH END OF WEST WATER MANAGEMENT POND PLAN VIEW SCI\I.E: I" = bO' I' . 'J I. . . L1TTOR.A.l, sun.r uPLANT!N~, ~,( 11~I'lIC; Vi\LIDU:; (r3UU:::U:;II) ^ I Wid L F<'~ I DCi:, I-'[Nl I L{),,' (i C, I 'i:1 f'l AI J I~, I cl" 1..1111 III ';N;IIIII<'A lAIIFOIIA (f\lmOWlJtM)) (:iIJ,\[ lOW TO MIU DEI.JTlI, l'lNllll) 4' (II.., 1 :JO I)IANlS, '8" MIN, H[lel IT 1'()flllDLRIA COI:::DArA (PICI',[I~^L WaD) MID DEf.:JTIJ 10 WATU<W/,I<U [[)\;f: OF SIILI f, IjlANlI'D iI' 0,(" 150 PLAf'HS, 18" t'.tJlf1. flElell1 TRr[,,~_~HR~lL PLAtiTWg_ [' 'I TREES.. _HE!i?HI --15.'- 10'L 'n u.'__ ~~' lu 5 , () 5 I () 5 5 ,. SJiRlJBS UEj<2HT ll,~'u.;-n 15 15 C r'I)I~1 55 I JAIIUON I lOll Y I NJld L OAI< I<! (J 1\1AI'U COCA l"tlJtA WAf, MIf~lll lOIAI 50 Sllf~lJliS SUB TOTAl 100AL 20 40 mEES :) [) ! Ji ) II ", Ijlli,~tvll\l WMFI<U,.VU U~WI) t~~/ III,\;'I! 1/<11 'J 10 I3l Pl.AI'JIED IfJ CLlJ~jILI<) 1)1 11.1, IHJFITR[D WII II SIIfWH'~ "[I(I IJOI Ivl0W" SICNS TO Ell l-'lN,II') f'.[ ;\I'I'I,:nl'f<IAIT LOCAllOfJS C" C;II/I,h f,III1.) C~ HIGGINS U~GINEERING, ilK. r~W D.D. l' 23' CANAL RELOCATION & HlCLOSURE MITIGA liON PLAN BOY/JTON BEACII MALL PALM lJlACII COUIHY, FlORIDA APfUl;AtJT: tDWARD J, l}~E'iARTQLQ ~()r~p: IJESIGtj[[J IJl,AWIJ . CfJHi'1 n' ,_., ,JOG flll S.J,N, DAB, ~, 86 IO,L ~lgY9'5 SI~;~~l;; 1'~pU 0./11 4 ('I 5 kf'l nll.l~ ["1'1 ..--~.,,---_..... -- IQ -- -- Q III - . - - . .. ,', I ',1 .. ." " " . '" I 1,1 . III d III III -- "". . x.: ''';7~.-::';:2'';.~~~~~~~,j''_' "" , I! 1----- .----r---.-.-' / 0" lAIU~ ut "1lJl.;,/~t<~:\ICet~~~IEf<IAI ,_, ,-,' -,c~rr~ " I ---/ ,7' /' X __ ..,.. '"X / /, 18 / .. -,~ /, /' " / :- ~" ' , . ft~l;&)s:~,~?::..:<~;x^,^~:;:-:.r . , . --. -...- LXIS IIfH; SLU~Jl 10' IIII (jIM! c~llIlJ 1~J.III~I)ALI III INSET seAL [, 1" ~ 2' /' 6' (IIAII1 llr~1\ FE Net' ~ (!::/^,Isr'_)j -1" MAli I ) 1'!If,I,IIII; :'() ld II, r 10' I II I o f< 1>. I SIIF.:LF ,I :}.1' _. 20' - --- ---- 1,1 \, 1<<1> " h _ v __!"w!.....8..:~' I," 1.II)i,I(/Of{CANli. MAli I{IAI--. " .., LL, 2:" " SEt 111S[ r AI30VE () SECTION "A AI! :,Ci'\ll' 1" cc 10' r )1 III ' , _~. C~..liIGGINS EI'JGINEFRII'JG, INC. ~-'W'D~D'-"i-,-23UCANACREL-6CATIO~I, -,&' ENCLO:::;URE MlllGA liON PLAN BOYNTON BEACH MAll PALM BEACH COlnny. FlORIUA , , ~Pt'1J~~!IT: fQ!'I~f{Q L Q~~~~TQLQ ~Q!{P, [)fSICr lED -- Ilf,Awr'lu --,j--,',--,',Cj,I,f,,9(1),,-- r-,_uJoB, NO ::; J tj, _ Q.ft" B. .-.cJr 8 6- 1 (). L 1 [b795 SI~~~E~-- ~f;:r:D o,~l- 5,~-5 III i!;I.!/,1 WATEr-< LEVU (iJWL) o , ~ ' [ .1.\, , V, [j , 861 00,1 ~.lJV\'i -- .. -- - .. - - .. - - - . .. . . Ii -- II . i"'''; -","_ ..'...:;' ,,",,-.-. I . I , ( ) i I CJ c~ I, , , \..J~!, I \f \1 c1. 'l e t. I vi a 11 age rrl c n 'L [) i ~: t r jet , ' ..... '1-) , \i\-~\, ~ t '[~II, '--~; -'- ) '\ 1(-1' ,..., -(01 < \. . -~--._.!-., l,' " .o' . /" , . ',. Cj I <: ; ~.- ':-0')',';' '. 'I)"~ \1)\" " " v ' . . j _,;.;/ __.z.~~' IrJ flfPLY IlEFER TO: I, , I'u:.;l CHIlLI; Uux 2.11.)00 3301 GUll CIIJl. Hu,jlJ Wl.:~l I';dlll [kitell, I-Iorlda 3J41b-4tl(;lJ ll:lcpllUllt.: (JlltJ) tJdb-SbOO FIOlILla WATS LlIlu '-800-432-2045 .'- ......._.__._~-_..._. .." I" . ~ r Il(;i~".: L\;' Lie , '--.- 'I I Jll15 87,1 I _.___.__..l --- D I' :..'(I.J"lJII J30_-- 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 t..1,,,,,,, Flltl Stein 8"lItl Glade JameS F. Ga,net t I t.\) el5 Mike Slout VJIIHJt:=l lfI&re Duran A Jd50r K"y E>"ld~'I," 1=)(J-tIRIT f -- .. 11II 11II Q -- - - - - - - - III 11II Id 11II 11II .. . .'~ - ----.'--'---. ", ~ ------- BOvtnON CAl~A l __ ---_.---------- "UH .m] """0] " ''',,0;-] .",,, j NOH[~;,-~j UI > <l: -, ""'''~J """O"J ~ o 200 400 ~~ GHAI-'IUC SCALE IN fEET -,,- _..._---------------_._-~----- -- EN r. B.___._____,_____ (OLD BOYNTOt~ ROAD) -l~-I--.OYNlm;-;EST Ho-;:O-ll ACCESS ROAD TO BOYNTON _ BEACH BLVD. (S.ft.804) \ Greiner. Inc. LEGElID BOYNTON BEACH MALL City of Boynton Beach, Floridu o o 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 Y/////J c- New Parking Woter Control Structure -..- TOT P, L 0 EVE lOP r,J E rrr P LA I o 6 .,:. -- -. 11II 11II Q - - 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 ~---_.---~_.._._---"-----