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LEGAL APPROVAL @ 120 H.E. 2nd AVENUE P.O. BOX 310 BOYNTON BEACH, FLORIDA 33435-0310 (305)734-8111 (' ()t;>('lL 6~) v 7 I r/OI OYNTON BEACH .' OFFICE OF THE PLANNING DIRECTOR 18 September 1985 Mr. Tom Reynolds Bryan Reynolds Architects 2300 W. Sample Road Suite 315 Pompano Beach, FL 33067 RE: Savannah Square - Site Plan Dear Mr. Reynolds: Accompanying this letter you will find one copy of the site plan which was approved by the City Council on Tuesday, September 17, 1985 and two copies of the landscaping and building elevation plans ,bearing the stamp of approval of the Community Appearance Board. The approval of the City entitles you to construct only the improve- ments shown on the site plan. The site plan will be viewed proced- urally as an as-built or record drawing. With respect to the two sets of plans bearing the Community Ap- pearance Board stamp of approval, both sets must be submitted to the Building Department along with other construction plans. If you have any question concerning this matter, please do not hesitate to contact me. Yours very truly, flat cc: City Manager Technical Review Board Central File CITY OF BOYNTON BEACH rid ~/YJY_ ):.. ~~) 0' c> ;0 Carmen S. Annunziato ~~~v1iJ~ Planning Director ~', ,,\ aOH;- \ '& ~ REeEI! \ . J.; OCT 1 4 ~n( , ,\"C 1/Tf,1 >- -- J>s - OJ-I COMMUNITY APPEARANCE BOARD Boynton Beach, Florida DATE: SEPTEMBER 6, 1985 APPLICATION: (X) REVIEW APPROVAL ( ) PREVIOUSLY DENIED PLANS ( ) REQUEST FOR CHANGE ( ) SIGN APPROVAL PROJECT NAME: SAVANNAH SQUARE PROJECT ADDRESS: N.E. CORNER OF CONGRESS AVE & N.W. 22NO AVENUE LEGAL DESCRIPTION: SEE ATTACHED U."U'4 L.L'\. ~ SYBAR-SAVANNNH ~WU."e/JU..' V,.,une '1'EL. 11 r....u-L..L..LU ARCHITECT: BRY AN/REYNOLOS/ ASSOCI A TES TEL. # 971-9B80 IN ORDER FOR YOUR PLANS TO BE REVIEWED,- A REPRESENTATIVE MUST BE PRESENT AT THE MEETING. "-;;-.n ADDRESS: 2300 W. SAMPLE ROAD Street BRYAN/REYNOLDS/ASSOCIATES TEL. # .s-cr~/ cui" ..?/-t POMPANO BEACH City ~71-~RRn NA/1E : 33067 Zip Code IMPORTANT: Requirements for Review: 1. Technical Review Board Approval. 2. Staff Comments. 3. Location Map DesignatiRg Site. 4. Twelve (12) sets of plans to include landscape, tree survey and building elevations. 5. Application filled out completely and legibly. (If legal description is too lengthy for space provided, . copy to be attached). . 6. Application for Appeal of Administrative Decision (when applicable), filled out completely and legibly with the Administrative Official's explanation of justification. THERE WILL BE NO EXCEPTIONS TO THE REQUIREMENTS FOR REVIEW BEFORE THE BOARD ALL MEETINGS OF THE COW1UNITY APPEARANCE BOARD ARE OPEN TO THE PUBLIC SURFACE MATERIAL COLOR (NAME) COLUMNS STUCCO ON CONCRETE STUCCO ON CONCRETE OFF -WHITE OFF -WHITE BEAMS DOORS ANODIZED ALUMINUM IlIHITE FASCIA STUCCO OFF-WHITE & BLUE GABLE ENDS N/A GLl'.SS TINTED SOl AR GRFY SQLPR CREY G?ILL PANELS N/A I:,SECT SCREEN N I A RAILINGS ALUMINUM WHITE STUCCO BLUE/GREY ROOF CEMENT TILE SHUTTERS ALUMINUM WHITE SOFFIT OFF-WHITE HALLS - STUCCO OFF WHITE OTHERS (as required) / . '.tL._ ~""'""'''O" ~_W"" · SIGNATURE OF PP ICANT CANOPIES VINYL - APPROVED FOR AGENDA BY: gS- 04 , . HEHORANDUM 4 Sentember 1985 TO: Chairman and Members Planning and Zoning Board FR011: Carmen S. Annunzlato Planning Director RE: Savannah Square - Staff Comments Please be advised of the Planning De~artment's comments in con- nection with the above-referenced site plan. 1. proposed future buildings north of Savannah Square Boulevard (Tracts A and B) will require separate site plan apnroval. 2. On-site traffic flow plan is required. 3. A lighting plan for the building exterior and site is required. 4. Restaurant must be set back 20 feet from eastern property line. 5. Restaurant deck over lake requires that an easement be obtained from the adjacent property owner. 6. Dumnsters must be screened in accordance with the City Landscape Code. 7. Parking lot access aisles at N.W. 22nd Avenue access drive must be set back at least lOO feet from N.W. 22nd Avenue right-of-way line. 8. Typical dimension for interior parkinG lot access aisles should show 27' and not 24' (actual scaled width appears to meet code requirement for 27'). &tv~ J'~ CARMEN S. ANNUNZIAT~ v1 /bks > . l 1'''- ~ \. 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See attached memo. ~!~/~I ,(\\\". ~'fl ,-", ~,~OE~ NIT 0'1 6'~{'. €' 2-.... REC VED ~ '\=.-:: \ - 0 CT 1 4 1985 . h - 1'-- I 1 " 8UIlDlNG f'l" /-':> I ')l-f DEf'T. ~ j''- -; '''1) '\~ /i'-- / '0/ RfACVI. /,:-.' . 'l1'>/ I i;r[~1 1\ \-'/ J1 _5-' , g 5~ {)'-f M E M 0 RAN DUM September 4, 1985 TO: Mr. Carmen Annunziato City Planner FROM: Tom Clark '--'- \..-,1 .......J.J.':j.........J..................... RE: Savannah Square Site Plan Comments:- l. Paving and Drainage Plans have a date of . August 1985. The preliminary plat plans are dated February 1985. If changes have been .made in the construction plans, they should be submitted for proper documentation and review. 2. Parking lot lighting should be shown. V<" ~ff~ Tom Clark ~-' t TAC:ck 1 1 (',~ \ ,qll~, [..t.;.j ~....'" r'" i '\, >", -'I" ......~' //~'-/ ";.\,II:"I~.'" './~j '- -------', ',\ . '" ' I I ''-::._'_.~_.~- /~, !-"::........... / \ \ -, -:--1/..... /<~~\ \1\)~N; I, '. .<'~W'"\ .', .....\. '.'. / ,( ,/ \ /-......., .' '~.I /?", /' , ,~-,.('1/'-I"/E \"5" \.....\ '. ~.' \. V IJ (., \ J. ' , . J-..,. ~ II \ n""'-"- r- ~ " , 1 4 1985,.. -1 ~ Rr-r......"" T'r'n i .L>_,.:-':'! '. L~ s::? .\ ]SB~. M E M 0 RAN DUM PLA,;I'j"G Gc.r'f. TO: Mr. Carmen Annunziato, Director of Planning RE: Technical Review Board Meeting Savannah Square SeptemBor J, 1985 ...... ..............--~: - - ~: ____.!L.L ~___ ____._,_-2 ___ ___~..,._ _p ......~.... .....1-.....L" r,....l'" .. " Savannah Square. Numerous valves and meters will be requir- ed for this project. We will be able to approve the Utility's portion of the project provided the applicant provides us with signed and sealed plan changes. ~kdcY J r;- DLf _4~ Ass't Director of Utilities cmd xc: Perry A. Cessna, Director of Utilities / .... / -, : ~ \.01 , . , ,> \~. . ;- r.~ 1 ~ ~~~1_::,~, (' ....,' .....,j . ., .. ' .. . . .... ,/ '.< / i MEMORANDUM 3S-[)L} Tim Cannon Planning Dept. DAT[ Sept. 3, 1985 1'"11..' '. Sgt. Galbraith Police Dept. 5U.JI:CT Savannah Square . '-. During review of site plan on this date, I could not locate an internal traffic plan for the perking lot. I recommend a corrected plan be submitted showing all signs and applicable pavement markings i.e. arrows showing direction of flow etc. A:~dx!/i gt. Galbralth / WG:as .r-\ -' ~ c:- /' 'V /... ,... ". .'. ,,\ Self "v, " 't ~-\, 'y '(!',' C.' <,' i.'EeE/1Ii f;;. y~- ( - 0 CD ":i . l;', CT 14 19 1 ,- 85. " ,--\"\ BUILDING - \:J """ DEPT, <:fll-<:J'" .2 \ , ' nr4CH \'-' , " , ,/ J / "~'~ 85"- IY-I MEMORANDUM 3 September 1985 TO: Carmen S. Annunziato, Planninq Director FROM: Rick Walke, Director of Public Works RE: Savannah Square - Site Plan Present dumpster locations near restaurant do not allow for sufficient turning area for sanitation vehicles. Fourteen feet over head is not enough clearance for sanitation vehicles. Permanent dumpster locations should be announced prior to Public Works approval. Public Works should be contacted with revised plans prior to Public Works approval of all dumpster locations. ~ RICK WALKE Director of Public Works wciL/U- flat / 1-:,',- , ,~, './',/'\ '-~('\ '<'" r-, A"~ ,...., f; C t. '-ji/ '" ..___ Of: 1 (11:8~ ~~ fV' :- N-fJ1i{4'''' h ,_ "(~ ',' i,',~';'r ","!~ ;)' :.' \~ . :.-'-,/ \ z.( l \ ,I, .-' '~~-~-' ,", I (,'' -- . - \'. , , \ , " . __~__ - Co......;. ~~~. "ME DOlNS 300" /fPI=[mJ\-;kVNTDN "E~~ ~ ~ .~o ~~I~~~ES" ~ :....---r:1 \ m8 ffi m !B (Tn ~'\. H . , ~Q] LOCATION MAP ~ --=........___- . .......-, ,--"". u..:l:l.J.I'" ~ ~ 1--.1 -.-.... ~J.......-r.:::-VT1'i.ry...:::y ~r--=-_..:.. , SAVANNAH 'SQUARE c ~ ~~~,?,;( C - I I \l:ml ill rnllll;I:IIIIIIN::I.1.IJI'\lnn;1.~P3'./ \: PUO LUI:5.0 l PIC .... U L..I I-U I: 4.00 "MELEA~ P~OPE~,Tv' 7'2-~ AvelVu~ "BOYNTON BEACH PARK OF COMME~CE': \\ '~w 2~' 'CONG~ESS LAKES" . , 5 A ~ ... L PID ----- , I -......... . .;:J... .1"/" ," ./ ... ' '. '.- Bov/.F(o;.i:-:'_:'-- --- .'u J J - . -.' "MOTO~O'lt~J}' . , --I ,~- 1 ., , l-\ '-? ," r'i-. ' ~ .' . ..... \, ~ ..: . "... ,.....,..- A . . ~ ',r: . (\,",'" . " ' . , f'".. ., ... " '" :J('lv'"'" li'1." TfIJ' I r \ <.-"'1 _..t~. I / " C,!tlil.fL-. C3 BOYNTON 8t5I1CH , o 1/8 1/4 MILES I; 11 'D 400 800 FEE;T . , ...;---, ..----------f, -. ,,~' --~- __ IN REPLY REFER TO: <::7' r '-'.l.j o "')- Co r' J? g u ijJ JJ_~)}j ~1 a _. n. _ _~ ~ ~~~~~:,:~':);.::; ; :~;:, Q~ VVater Managenlent District ( \ Post Office Box V 3301 Gun Club Road ~ b,vi 0 West Palm Beach, Florida 33402 \I U TelefJllOne (305) 686-8800 " . ,I FlorldaWA'SLlnc1-800-43221J45 n() (j'J \ '(0 -' --- (}J I {; --< u:,I_U:;,-/ X . (-'yY _,' " ~ Au ~t"~Q ',.' '19M' ',', -.. "k.\ '~.:.~: .\ ';\J \'\) ')~~;. c.i ~~U.,l.,l.~"~ II' c:C'p 0 4 '1986 v1.-- Lf.;,]r\' /' Mr. Edward Deveaux 1302 Wingfield Street Lake Worth, FL 33460 Dear Mr. Deveaux: Subject: Dewatering authorization - Savannah Square, Permit 50- 01357-S, Palm Beach County, Sec. 17, Twp. 45S, Rge. 43E District staff has reviewed your request for a 45-day extension for the dewatering of the above referenced project. Please consider this as your approval with Special Condition No.1 changed as follows: 1. THIS APPROVAL WILL EXPIRE ON OCTOBER 13, 1986. Sincerely, ~ ~ 'JL Le..... ~ \{ David Unsell, P.E. Division Supervisor Field Engineering Division DU/j cc: Mr. John Flanigan Lake Worth Drainage District Boynton Beach City Engineer '\'itlil.'lm E ~;.,,~, ",', . ~ L.:r-'d'lm"r r,~..t, J<"I,I ;'.1"1',." ~'" ,. l.I',dll IT"d: ' I' f '" .r' . :. I ~ . l J I,,,,, G;,,,: "lll'_~1 ~;I (~Iuua '..J" --11,1t-; f h,.,.u '-k,t.,- ~" !",j r.. d t hit., r '" , 1\ d I, ~ " " t,;1 J.n]1 ~ ; r , . I' S j,n,,>'! P:."".f<; Ni'ln<.1' H Roen Plar.tat"Jn OSU:P M Corbin Jr Fl r,~YE'rs <f'<~ Id~ '1- '~I' M E M 0 RAN DUM r;:Co/ )J. L ,") , . l " i'- ~ , , if-' ''.- Iv January 2, 1986 TO: Mr. Peter Cheney City Manager FROM: Tom Clark City Engineer .- Fill permi6ah S""are, Pla~/ RE: Excavation and Forwarded herewith is a copy of a letter from Rossi and Malavasi dated December 3l, 1985 requesting an excavation and fill permit for Savannah Square, Plat I. The final plat for this project has not yet been filed. The T.R.B. reviewed this application in August of 85 and approval is recommended subject to the stipulations in my letter of August 23, 1985, Sgt. Galbraith's memo of August 22, 1985 (copies included here) and the receipt of an acceptable restoration bond in the amount of $30,000.00. I After approval by the City Council, a permit must be obtained from the Building Department as per the excavation and fill ordinance. Vt" '~ a/~ - Tom Clark TAC:ck Attach. cc : it4~~" tJ-~'~IiiT.'] Carmen Annunziato Sgt. Galbraith ;' .' :j j " , \i?'~\o \' f?5-D4- Bonnl of County Commissioners Kenneth M, Adams, Chairman Tfart>n T. :\larcus, Vice Chairman ~en Spillias Jerry L, Owens Dorothy Wilken February 11, 1985 County Admini,trator Juhn C. S~m'ibur}. Mr. Carmen Annunziato City Planner City of Boynton Beach P.O. Box 310 120 Northeast 2nd Avenue Boynton Beach, FL 33435 Department of Engineering and Public Work5 H. F Kahlert County Engineer r- . RErpnTFD, ' '--'_........ \1 ___ SUBJECT: Savannah Square Traffic Impact FEB Ii 1985 Dear Mr. Annunziato: PLANNI I. I\G Di::PT.. We have completed our review of the traffic study prepared for Savannah Squar~\ and agree with the conclusions in the report. We do feel,' however; .'tttat-all committed roadway improvements, and the roadway improvements required to serve the development, that are immediately adjacent to the site should be in place prior to building occupancy. These improvements are summarized as follows: NW 22nd Avenue - should be four laned from the project entrance to Congress, with east approach left and right turn lanes and a west approach left turn lane at the project entrance. Congress/South Project Entrance - a right turn lane should be constructed on the south approach. Congress/North Project Entrance - a right turn lane should be constructed on the south approach. The developer should also be required to install a traffic signal when warranted as determined by the County Engineer. It is also recommended that the developer contribute $300,000 in road impact fees. These funds will be supplemented by other funding sources (including $141,000 from the Riteco Project) and used for right-of-way purchase and/or construction of the improvements required at the Boynton Beach Boulevard/Congress Avenue intersection. The $300,000 recommended fee would reflect the approximate contribution required if the proposed County impact fee schedule was in place. For your information, the revised impact fee ordinance is currently being drafted by the County Attorney's office. If you have any questions regarding these recommendations, please ~tteL- ~',-:_, " C2 ,,-, "0 !./'-.~ L \)()'i";O,~" "':.--\ ",,-<:::" Cr-'}. I -:\:;, " /j RE [IHn ct " I FE8 1 5 1q85 "'>J 1/ Sincerely, OFFICE OF THE COUNTY ENGINEER Charles R. Walker, Jr., P.E. Director, Traffic Division CRII:GTW:k'BCJ/ 2429 ' WEST PALM BEACH, FLORIOA 33402 ,305 jj'5- D4 MEMORANDUM February 1, 1985 TO: Mr. Carmen Annunziato Director of P1anni n g RE : SAVANNAH SQUARE This set of plans is marked up with corrections noted in red. This is the second set of plans we have marked up. Future submittals should have these corrections on it. We return the drawings. (]~ [Z ~~~ Perry A. Cessna, Director of utilities apt Attachment ~Q~0~ / (9. 'O()~NTO,y. ~>\ I \:l' p 0;" ~ , f{ &- RECdVEO (> ,\:) -3 f'E81 5 If'\% 0> ':.- 9~ BUILDING ,.-,.. , ~ <"... 'lJ1-, DEPT ,(): )--. IV1()'V Dr: t,c.\;\,(",. ~i D, I, ..,. ---// 8S-()4 , -,,~ . . , " , ;, -,,"'-- MEMORANDUM " - February 6, 1985 TO: Mr. Carmen Annunziato, Director of Planning FROM: Tom Clark, City Engineer Re: Savannah Square Master Plan Comments: : 1. The County Traffic Engineer as per recent meeting will verify that the traffic study is not in conflict with the study made for Boynton Beach Commerce Park. A meeting is planned with Jim Zook on Thursday, Feb. 7, 1985. _ 2. The County Traffic Engineer will identify the traffic impact fee required. 3. Omitted dimensions for the boundary should be shown. Refer also to your comments in your memo of Jan. 28, 1985. TAC:mb y~ -~ ~' Tom Clark ~' IT///~;:, J}'1f'1, ~ <9 ~\)"'_u" (] , I '- \ ~ / ."-.r;), f't \fED ~ "e: J < \{hJ __) "- -0 " \0,'05 ~ , n:.\j '\ 8 t; 6UIlDING Q.~ J-, 10, D<1'1 ,,-s'o "J 'IraN B[~c'<\' " Hi . , //-i:>'~' STAPF Cm~'ENTS SAVANNAH SQUARE HASTER PLAN ENGINEERING DEPART~~NT: UTILITY DEPART~mNT: See attached memo. See attached memo. 8s- 0/-1 ~.. .~," OFFICE 120N.E. 2nd AVENUE P.O. BOX 310 BOYNTON BEACH, FLORJDA33435-o310 (305)734-8111 OF THE PLANNING DIRECTOR 85 -OLJ . CITY of BOYNTON BEACH 15 February 1985 Mr. Enrico Rossi Rossi & Malavasi l675 Palm Beach Lakes Boulevard West Palm Beach, FL 33401-2179 RE: SAVANNAH SQUARE Dear Mr. Rossi: Please be advised that on Tuesday, February l2, 1985 the Planning and Zoning Board approved the master plan for the above-referenced project, subject to staff comments, copies of which are attached. These comments include the,letter from Charles Walker, Traffic Division Director, Palm Beach County. Additionally, the road impact fee is to be determined by the County Commission at a later date. If you have any questions concerning this matter, please do not hesitate to contact me. Yours very truly, CITY OF BOYNTON BEACH if " / ' J -' _ z' t,IyU'.-r/ /--:>- -;7 '-'<-<--?'J,./';;r-4-<'~ armen S. Annunziato /~1 Planning Director ~-' /bks cc: City Manager Technical Review Central File Board ~ ~,~!~ / <Yo 'O()~ NT 01\' ::) 1::\' 8<,:; <--I $ REcEIvED S. :3 F E 1:1 1 ') n85 > 9.::\ 6! BUILDING ~"" /\ V-';f; DEPT ,-",Q:.' ~ /, /() c:.. !=i; ,IV we\' /;-j:;, , 2? 5-Dtf STAPF COI-1J'1ENTS h S1BAR PRE-APPLICATION ENGINEERING DEPARTMENT: See attached memo. UTILITY DEPARU1ENT: See attached memo. ~ i9. --:t, ~ ~O~N,c' '<(\'\ ,r::i EI "', \/ ~ REC VEO\: \. JAN 3 01985' ' ~ BUilDING !l> ~ '+ ::A~~' \~~';S, I " / -A~ [15-04- CONSULTING 1"01""'EI"5 Page 1 of 13 February 25, 1985 ROSSI AND MALAVASl ENGINEERS. INC. SAVANNAH SQUARE COST ESTIMATE SUMMARY A. EARTHWORK $ 62,775.00 B. PAVING AND DRAINAGE $241,898.45 C. WATER DISTRI8UTION SYSTEM $ 74,092.50 D. SEWAGE COLLECTION SYSTEM $ 76,720.60 " TOTAL $455,486.55 GENERAL NOTE: This bid proposal of quantities may not constitute a complete list of items to complete the job. The contractor shall be responsible for completing all items as shown on plans and specifications. Any item shown on the plans and not covered by this bid proposal shall be brought to the attention of the engineer and included in this bid proposal. , i , \.F, ,C)' ;;'1-'; ,'-' ., -, -" :.,~\'..' ' , \11' gS-C/+ I M E M 0 RAN DUM March 6, 1985 TO: Mr. Carmen Annunziato, Director of Planning FROM: Tom Clark, City Engineer Re: Savannah Square, Preliminary Plat Forwarded herewith are plans and plat with T.R.B. approvals. Also forwarded is a copy of the summary sheet for the cost estimate. Comments: l. Easements are required for utilities extending beyond the limits of the plat. ~ -.- y~ tP~ Clark Tom TAC:mb Attach. ;' , I ..::./ "I ," , , , gs- [)if MEMORANDUM 4 September 1985 TO: Chairman and Members Planning and Zoning Board FROM: Carmen S. Annunziato Planning Director RE: Savannah Square - Staff Comments Please be advised of the Planning Department's comments in con- nection with the above-reference site plan. l. Proposed future buildings north of Savannah Square Boulevard (Tracts A and B) will require separate site plan approval. 2. On-site traffic flow plan is required. 3. A lighting plan for the building exterior and site is required. 4. Restaurant must be set back 20 feet from eastern property line. 5. Restaurant deck over lake requires that an easement be obtained from the adjacent property owner. 6. Dumpsters must be screened in accordance with the City Landscape Code. 7. Typical dimension for interior parking lot access aisles should show 27' and not 24' (actual scaled width appears to meet code requirement for 27'). ~f~ Cfirmen S. Annunziato ._ flat "., .. '/ , . . ',...,:.11 t' , ,< , I ." I. !-. A ," gS- D4 MEMORANDUM 3 September 1985 TO: Carmen S. Annunziato, Planning Director FROM: Rick Walke, Director of Public Works RE: Savannah Square - Site Plan Present dumpster locations near restaurant do not allow for sufficient turning area for sanitation vehicles. Fourteen feet over head is not enough clearance for sanitation vehicles. Permanent dumpster locations should be announced prior to Public Works approval. Public Works should be contacted with revised plans prior to Public Works approval of all dumpster locations. CL RICK WALKE Director of Public Works waL/U- flat , , . ~ it, ..\" -"..\. ,.. '" .. o o ,0 , , q' ~, ,~, ,:/ Q) 120N.E. 2nd AVENUE P.O. BOX 310 BOYNTON BEACH, flORIDA 3J.4J5-.0310 (305) 7J4...a111 ::15 - OLI CITY of BOYNTON BEACH OFFICE OF THE PLANNING DIRECTOR 26 March 1985 Hr. Enrico Rossi Rossi & Malavasi l675 Palm Beach Lakes Boulevard West Palm Beach, FL 33401-2179 Dear Mr. Rossi: please be advised that on Tuesday, March 19, 1985 the City Council approved the preliminary plat for Savannah Square, subject to the comments from the Engineering Department, copies, of which are attached. If you have any questions concerning this matter, please do not hesitate to contact me. Yours very truly, CITY OF BOYNTON BEACH ~=iato Planning Director /bks cc: City Manager Technical Review Board Central File ~~ :t!' < 'OO~NI0A'.~ '-, '0' 'r 6- ,] ~ <<: ? 0 REcEIvED ~ 7 - tAAR 2 71985. , -, \ ' -<). BUllIIHG ~ '-ey , '. DEPT ,,~ " ~/~ ~.... '-... 0., <~ ' v BFAe\'.," / ,,~ ,-,,/ , '-.?~ "---" STAFF Cm'L'1ENTS SAVANNAH SQUARE PRELIMINARY PLAT ENGINEERING DEPARTMENT: See attached memo. gs- D4 ~'~\) 1JJJ.t'/1 j:/:[:)r~ 'O'J'ifHO-t :-1./0 ; ,v r (/ '-(') I " t.... l <<: 'C.-- /2 co,': RE..;dvED 1\ ~ I , -,:.. - 'I-=-, i/IA,R 2 71985 . 1_ I 'II,. ,"" BU!CB;NG ... J-e -1- CEDT ~ ...... \'" I;..~>>, ' /\\:I~ -', , ~ ';"1 ~ ., -. ~ . ':'C; r,,..:.~.-,. ,)' f ,.I_."::.~~_!~ ~_~;:.../ 2S- D4 ROSSI AND MALA V ASI ENGINEERS, INC. CONSULTING ENGINEERS r61~ -~~W FORUM III . SUITE 407 1875 PALM BEACH LAKES BLVD. WEST PALM BEACH, FLORIDA 33401-2179 TELEPHONE: (3051 889O()554 December 7, 1984 Carmen Annunziato City Pl anner City of Boynton Beach P.O. Box 310 Boynton Beach, Florida 33435 Re: Pre-application for Commercial Development of 18+ Acre Site Located at N.E. Corner of Congress Ave. and N.W. 22nd Ave., Boynton Beach Dear Mr. Annuziato: On behalf of our client, SYBAR A DEVELOPMENT COMPANY, recent pruchasers of the referenced parcel of land, we submit this pre-application package for the referenced parcel of land for the City's consideration. 7 copies of survey 7 copies of preliminary site plan 7 copies of soil borings 7 copies of conceptual water, sewer and drainage The principals of SYBAR A DEVELOPMENT COMPANY, Steve M. Silliman and Robert A. Carnavil commissioned their planner, Donald E. Bryan Architects, Inc. of Ft. Lauderdale to prepare the preliminary "possible commercial site plan" incorporating the following possible land uses permitted in the C-3 Zoning District. 1. Two or three restaurants along Congress Ave. between N.W. 2nd Ave. and "North Entrance Road" (not fast food) 2. Possible office use on parcel north of "North Entrance Road" 3. Possibly 90,000 to 100,000 S.F. Retail Shops - High Qual ity Boutique. Shops along the proposed lake at the east boundary will be oriented to take advantage of lake frantage. " Engineering elements of proposed development include the following: 1. Water to be looped from existing 16" stub at project to North Entrance Road then westward to existing 16" City main. B 5- Dtf Carmen Annuziato Page 2 12/7/84 ROSSI AND MALAVASI ENGINEERS, INC. CONSULTING ENGINEERS 2. Lake at east property line will be excavated in the site development of project and become part of boundary plat with appropriate Property Owners Assoc. to maintain the lake which will be the common drainage retention water management tract for both this commercial and the Riteco P.LD. (approx. 17 acres). 3. One sewage lift station will be constructed to accommodate the commercial development and the Riteco 17+ acres P.I.D. 4. "North Entrance" connection to Congress Ave. to tie to existing median cut presently under construction as part of 4 laneing of Congress Ave. Left and right turn lanes are provided. 5. Connection to N.W. 22nd Ave. to tie with existing Motorola entrance road. 6. Borings show a coverage of 1 to 1.5' depth of muck over much of the site. Fill to be obtained from proposed retention lake. 7. North Entrance Road is 4-lane divided providing for left turn lanes to project and Congress Ave. 8. Dedications of right of way will be as follows: A. 10 feet on Congress Ave. B. 10 feet on N.W. 22nd Ave and 70 feet to L.W.D.D. at Canal L-21. 9. Traffic statement to be submitted with master plan. Enclosed is a check in the amount of $50.00 for required pre-application fee. Very truly yours, ROSS~D MALAVASI ENGINEERS, INC. ~"j. P.L ER:ek encl. cc: Steve Silliman SYBAR A DEVELOPMENT COMPANY 3625 South Congress Ave. Suite 104 Boynton Beach, Florida 33435 IS? ~ ~ 'V~ aOYNT04- <::~ <5' RECElvED~;' <~\ JA r: - J\ dl N 3 0 1985: iJ.,J), ~ BUIlDING ,'- 1:>a DEPT. /(:o~" /, It 8f~CH. \\.q " r- . "~~ "- .,r;, 7'j '. 1'1 \~ 'L.w' \\ TESTlr"G LAB OF THE PALM BEACHES. INC. 85- D4 P. 0, BOX 211 421 SOUTH H, STREET LAKE WORTH. FLORIDA 33460 5B5-7516 PAGE - 1 ASPHALT, . . CONCRETE. . . MATERIALS Auger Borings for Riteco Development OJrp. Job N:>: 84/46-lTL Project location: es Northwest corner 0 ngress Ave. & 2nd Ave. - Boynton Beach, Fla. Dates: 2/9 & 10/84 Sampled by: GP & PW LOCATION #A-l - Per location plan DEPTH _Co 1 ~ 1'3"-8' DESOUPTION Highly organic material (muck) Very light brown mediun fine sand Water table = 3' 6" #A-2 - Per location plan ~- ~'j 811-S' Highly organic material (muck) Very light brown mediun fine sand Water table = 4' 2" #A-3 - Per location plan ~~ ~-1" - 1'4"-8' Highly organic material (muck) Very light brown mediun fine sand Water table = 3' #A-4 - Per location plan . ..- _ q 2 ! '-8' Highly organic material (muck) Very light brown medium fine sand Water table = 3'9" #A-5 - Per location plan 0'-2" 2"-8' Brown mediun fine sand Very light brown medium fine sand Water table = 3' 6" #A-6 - Per location plan O'-!' 1'-8' Brown mediun fine sand Very light brown medium fine sand Water table = 4' 5" #B-l - Per location plan << 1 .J 1'3"-7' 7'-8' Highly organic material (muck) Very light brown medium fine sand Brown mediun fine sand . Water table = 3' Water table = s~~OOtRT04' ~" ,,<:i RECE/JI(b\ 1,' JAN 3 0 ':lO .'? <l! Bu 1985. '. ~ IlDI~G ' 1t- "1/' ~1&~, ~,/ '4~i" #B-2 - Per location plan ..,0.' 1 t ~~_-.Bl! 1'-7}' 7!' -8' Highly organic ma Very light bro Brown mediun f' NJTE: These auger boring tests are representative and exact location of the borings. of and apply only to . TESTlr\lG LAB OF THE PALM BEACHES, INC. &S-D4 P. O. BOX 211 421 SOUTH H, STREET LAKE WORTH. FLORIDA 33460 5B5- 7515 PAGE - 2 ASPHALT... CONCRETE... MATERIALS Auger Borings for Riteco Development Corp. Job /'b: 84/46-lTL Project location: Park of Commerce - 37 Acres Northwest corner of Congress Ave. & 2nd Ave. - Boynton Beach, Fla. Dates: 2/9 & 10/84 Sampled by: Q' & PW LOCATION #B-3 - Per location plan DEP'Il-I ""'-8- 8"-61' 6! '_8' DESCRIPTION Highly organic material (muck) Very light brown medium fine sand Brown medium fine sand Water table = 3' 6" #B-4 - Per location plan ~' 1[''' 10"-71 ' 71' -8' Highly organic material (muck) Very light brown medium fine sand Brown medium fine sand Water table = 3' #B-S - Per location plan -;iT' -&J.. 8"-8' Highly organic material (muck) Very light brown medium fine sand Water table = 2' 8" #B-6 - Per location plan ~,-~ ~'-7~1 71' -8' Highly organic material (muck) Very light brown medium fine sand Brown mediun fine sand Water table = 3' 7" #C-l - Per location plan ..A.1.-'" 1'-8' Highly organic material (muck) Very light brown medium fine sand Water table = 3' 4" #C-2 - Per location plan -4j" 1 3. 1'3"-8' Highly organic material (muck) Very light brown mediun fine sand Water table = 2'8" NOTE: These auger boring tests are representative and exact location of the borings. of and apply onl Highly organic material (muck) Very light brown medium fine sand Brown mediun fin ~ (Q "'N,') Water table - '" ~ eOYNru, :.(,/ '\ " I:l "' ,,\ ~ ~ RECElvED\'~ thMff~~5( '::!-2 ~ BUrlDll/G'-::-, ~I'o OEI'T. ~<il" 1 ~ II'O(ACI\.W " -Ie, I'll' ; \\,:;/ ~_/ #C-3 - Per location plan 41'_1' ~-7f 7'-8' TESTING LAB OF THE PALM BEACHES, lNC. g5-[)4 P. O. BOX 211 421 SOUTH H, STREET LAKE WORTH. FLORJOA 33460 585.7515 PAGE - 3 ASPHALT. . . CONCRETE. . . MATERIALS Auger Borings for Riteco Development Corp. Job N:J: 84/46-1TL Project location: Park of Commerce - 37 Acres N:Jrthwest corner of Congress Ave. & 2nd Ave. - Boynton Beach, Fla. Dates: 2/9 & 10/84 Sampled by: GP & PI\' IDCATlON #C-4 - Per location plan DEPTH o [4 2'4"-5' 5'-8' DESCRIPTION Highly organic material (muck) Light brown mediun fine sand Very light brown mediun fine sand Water table = 2'6" #C-5 - Per location plan - 11' l~_ H'-8' Highly organic material (muck) Very light brown rnediun fine sand Water table = 2' 2" #C-6 - Per location plan ~.-1 "'t" 1'4"-8' Highly organic material (muck) Very light brown medium fine sand Water table = 2' 3" #D-l - Per location plan 3. IJ 8"-8' Highly organic material (muck) Very light brown mediun fine sand Water table = 4'6" #D-2 - Per location plan D' l' 1'-7' 7' _8' Highly organic material (muck) Light brown mediun fine sand Brown mediun fine sand Water table = 2' 6" #D-3 - Per location plan "'-, 1- -- 1 t 8' 2 - Highly organic material (muck) Very light brown medium fine sand Water table = 3' #D-4 - Per location plan _ ~ ~T' 2'-2l' 2l'-8' #D-5 - Per location plan 0'-8" 8"-8' (muck) Water tabl - NJTE: TfieSe auger boring tests are representative of and and exact location of the borings. TESTING LAB OF THE PALM BEACHES. INC. gS-OLf P. O. BOX 211 421 SOUTH H. STREET LAKE WORTH. FLORIDA 33460 5B5.7515 PAGE - 4 ASPHALT,.. CONCRETE... MATERIALS Auger Borings for Riteco Development Corp. Job No: 84/46-1TL Project location: Park of Commerce - 37 Acres Northwest COTIler of Congress Ave. & 2nd Ave. - Boynton Beach, Fla. Dates: 2/9 & 10/84 Sampled by: Q' & PW LOCATION #D-6 - Per location plan DEPTII _ fr ! Itt !' -7' ' 7'-8' DESCRIPTION Highly organic material (muck) Very light brown medium fine sand Brown mediun fine sand Water table = 2' 4" #E-l - Per location plan Q' i~ --. ! 1_71' 2 2 7!'-8' Highly organic material (muck) Very light brown mediun fine sand Brown medium fine sand Water table = 5' #E-2 - Per location plan -w-~ l! '_8' Highly organic material (muck) Light brown mediun fine sand Water table = 2' 6" #E-3 - Per location plan ..-~ 1'-8' Highly organic material (muck) Very light brown medium fine sand Water table = 3' #E-4 - Per location plan NJTE: 20' Auger requested by Mr. Rossi (J~,~,'1 1'3"-8!' 8!'-17' 17'-20' Highly organic material (muck) Very light brown mediun fine sand Brown mediun fine sand Light brown medium fine sand Water table = 1'10" #E-S - Per location plan ~_.~~ 11'-21' 2!'-8' Highly organic material (muck) Gray medium fine sand Light brown medium fine sand Water table = 2' 5" #E-6 - Per location plan .._~ - U' -'8''- 8"-7' 7'-8' Highly organic mate Very light brown Brown mediun fi NJTE: These auger boring tests are representative of and apply only to and exact location of the borings. ~..:;::-. .~~. ~c;.z -. .~ ~ .,.. ~ ~ ...t'l _.--:::,,;!""~ "'<0" (;,' "'- -~~... . ~ - --" jt. .'. :~ ~ . '-c ,~>" ~.. .- ,.-"-::-' f n( -, ;;. . .' , , . 1" j>. 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"L'''''<''"''<'>'-:>-'_''~'-~' <,!.><;_,..<,,_ ;;......_~'.r .-' ,"Z "'>Z"'.,,""""""''; J. - .t .~- .;"-"T'~-<'-""~" ~ ,e,'-'-~~ ','~! ~l~;-'c .~;.,. ~,".f~ ~..f.,J1-~;'>:~~;;:..'~~.l1';;;;''''' . ';;; ~v.-::"'" .: ~~..,"':;"f5:..:;~~i;,::'('.;.::;.. .;-:"1 ::",;;*r;~~'C."~":~>:r~~~'~~~~~;r.x-r;- ::.::-: ~-~;t.. ~. .~"" _..' __. I....... ~-'!:.'r---' ~~ "". "~....<>>?,,,,,,,--- ;~. 'J'" ~~~ff~~,~:tri';};:~~%~~~;(~;0i(;'t~;;:!'~~~;.,~~i~? '. Ir -'.r~'~~~?;':;_~ .. .' .... ~ , ... ., '. - ~. ,. . L. #- .;::. .... <- ; ~ ..' 4 I l ~ ~ . . .. . t .; .' Engineering Department: utilities Department: Police Department: Public Works: Planning Department: STAFF COMMENTS SAVANNAH SQUARE SITE PLAN gl)-DI} See attached memo. See attached memo. See attached memo. See attached memo. See attached memo. , \. '......-.,. r,'"- y' ':'/,. .... "'-y/ \,\ ':' 't.\iiut~" ..." . y.... ., ,f.'I,-~ /?"( I, 111 .. ,.... ,tlyrA'" I , ('v /", . .L 1 OCT 1 ,1 """ \ 1 '.... (1(;' .", " J>., ..\}. .,', \_\ ,\0 '. ".. I /..)-'- '-.......:J]. '--- M E M 0 RAN DUM September 4, 1985 TO: Mr. Carmen Annunziato City Planner FROM: Tom Clark City Engineer RE: Savannah Square Site Plan Comments:- 1. Paving and Drainage Plans have a date of August 1985. The preliminary plat plans are dated February 1985. If changes have been made in the construction plans, they should be submitted for proper documentation and review. 2. Parking lot lighting should be shown. y~ ~ff~ Tom Clark TAC:ck /; " ' (_."'! ..... . "1 85- D4 .' . . , . . . '" R 'r'r.-..--" ~~D \..~ _ \_,_ _I A~ / .L r g.~- D4 M E M 0 RAN DUM PUlI'J,I,,\;: L.t.r'f. - EB~; TO: Mr. Carmen Annunziato, Director of Planning RE: Technical Review Board Meeting Savannah Square 8e~tom99r 3, 1985 Transmitted herewith are marked up copies of the plans for Savannah Square. Numerous valves and meters will be requir- ed for this project. We will be able to approve the Utility's portion of the project provided the applicant provides us with signed and sealed plan changes. ~ki:,", Ass't Director of Utilities cmd xc: Perry A. Cessna, Director of Utilities . , ..J.- , , ;.~ MEMORANDUM 85- (jLf '0 Tim Cannon Planning Dept. DATI': Sept. 3, 1985 FILl': FRON Sgt. Gal braith Police Dept. 5UllJrCT Savannah Square During review of site plan on this date, I could not locate an internal traffic plan for the perking lot. I recommend a corrected plan be submitted showing all signs and applicable pavement markings i.e. arrows showing direction of flow etc. ~dI;tf / WG:as ?;=lJ7( ROSSI AND MALA V ASI ENGINEERS, INC. CONSULTING ENGINEERS City of Boynton Be P.O. Box 310 Boynton Beach, FL 33425 - FORUM III - SUITE 407 1675 PALM BEACH LAKES BLVD, WEST PALM BEACH, FLORIDA 33401.2179 TELEPHONE: (305) ir-0554 C ' J Ox -t \; j -' , ~ U ch)Vr"'" Jl/ l '~. ~.;~. ,~"I 15/ ( \0- ! {/v'/ ! p0f7 t \ (--; (! 'IV ( 11' ~ ( , I,t ~ \01 \.\~\, . 'y\.' r I. ',- BOY' (f! BUlL I,' /ff 1:-;.... - &M+ ,~I~ , <(.1 ,CH '(.- Ma rch 6, 1986 C1Al';S ~1,\R 1 (i 1986 BOYi~ , FL~ . ,EACH '9' DA ,)I 1-,",-(0;9 - ATTN: Mr. Tom Clark, City Engineer RE: Savannah Squarp Excavation and Fill Report Dear Mr. Clark: Pursuant to your request, I have outlined below the current status of the excavation and fill work of the reference project. The earthwork contractor is in the process of hauling fill onto the project from sources located in the county. It is estimated that cpproximately 30,000 C.Y. of off-site fill has been spread on the site to date. This would leave approximately 20,000 C.Y. yet to be done. The lake excavation is under way and approximately 20,000 C.Y. has been excavated and moved onto the Savannah Square site. The contractor is dewatering the lake using a 6" pump and discharging the water into a prepared containment area located on the lands lying east of Savannah Square. The contractor has received permission from the owner of the property east of Savannah Square for the earthwork, dewatering and containment activity. Our inspector reported that no materials were being hauled off-site. Demucking of the Savannah Square site is complete and the unsuitable materials will be distributed to green areas on the site. At a meeting held in the field on March 5, 1986, attended by representatives of Savannah Square, Boynton Beach Park of Commerce, earthwork contractor, and engineer, and it was generally decided that a dredge would be used after excavating the lake down to the water table. Earthwork contractor is to arrange a meeting with dredge contractor and engineer to discuss the manner in which the fill operations are to be conducted. Very truly yours, ROSSI SI ENGINEERS, INC. ~~, Enrico Rossi, P.E. ER/tp cc: DeVeaux Brothers Armand Souza Bob Ca rna vil