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Home My Public Portal About13-00147965TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT W. MORGAN, Mayor ROBERT W. GANGER, Vice -Mayor JOAN K. ORTHWEIN THOMAS M. STANLEY DONNAS. WHITE March 15, 2015 Terry Cudmore, President Cudmore Builders 1200 S. Rogers Circle Suite 7 Boca Raton, Florida 33487 Dear Mr. Cudmore: Telephone (561)276.5116 Fax (561)737 -8188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on March 13, 2015, your request to revise the site plan for the project currently under construction at 3250 Polo Drive was considered. The proposed change requested is a revised driveway layout to allow for a second driveway off Polo Drive with changes to the landscaping plan to accommodate this revision. The driveway modification was approved which included the removal of the connecting driveway in the front and replacing it with stepping stones, adding french drains, all on the private property, the addit- ion of the second curb cut to the motor court to the north of the property and additional landscaping. This approval was granted subject to the contractor signing the Contractors Affidavit to be subject to the rules and regulations adopted by the Town. Very truly yours, Rita L. Taylor Town Clerk cc: Mr. & Mrs. Kevin Clark 108 Wahackme Rd. New Canaan, CT 06840 100 SEA ROAD, GULF STREAM, FLORIDA 33483 I'", 11 1200 South Rogers Circle • Suite 7 • Boca Raton, FL 33487 February 17, 2015 . Town of Gulf Stream ARPB 100 Sea Road Gulf Stream, FL 33483 Re: Permit Application #13- 147965 To whom it may concern, (561) 995 -8989 Fax:995 -8059 License CGC041975 w .cudmorebuilders.com Please see the accompanying site plan for the project currently under construction at 3250 Polo Drive. This site plan has been revised since it was last approved by the Town Commission on October 11, 2013. The proposed changes include a revised driveway layout which allows for an additional point of access to the home from Polo Drive, and changes to the landscaping plan to accommodate this revision. Plea Sinc Terry Cudmore President Cudmore Builders ns at 561-995-8989. To: Veronica Cudmore Subject: 3250 Polo Dr. Good morning Veronica, Can you email me the drainage plan for 3250 Polo? Bill wants to have it in digital format. Best regards, Rebecca. rew Town of Gulf Stream 100 Sea Rd. Gulf Stream, FL 33483 -7427 561 -276 -5116 561- 737 -0188 fax rfew ®�ulJ- rfrurm.or� Confidentiality Notice: This e-mail message, including any attachments, is for the sole use of the intended recipient(s). If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. Florida has a very broad public records law. Written communications regarding Town of Gulf Stream business are public records available to the public upon request. Your e-mail communications are therefore subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Thanks Brian, rn From: Rebecca Tew Sent: Friday, February 27, 2015 9:48 AM To: Bill Thrasher Subject: FW: 3250 Polo Dr. Please see attached. Best regards, Reber cvTew Town of Gulf Stream 100 Sea Rd. Gulf Stream, FL 33483 -7427 561- 276 -5116 561- 737 -0188 fax rlewQ�- rlrennt.oT Confidentiality Notice: This e-mail message, including any attachments, is for the sole use of the intended recipient(s). If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. Florida has a very broad public records law. Written communications regarding Town of Gulf Stream business are public records available to the public upon request. Your e-mail communications are therefore subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. From: Veronica Cudmore [mailto :veronica @cudmorebuilders.coml Sent: Tuesday, February 24, 2015 11:41 AM To: Rebecca Tew Subject: RE: 3250 Polo Dr. Please see attached CUDMORE BUILDERS 1200 S. Rogers Circle # 7 Boca Raton, FL 33487 veronica@cudmorebuilders.com Cell: 561 -985 -0151 Office: 561- 995 -8989 Fax: 561-995-8059 From: Rebecca Tew [mailto:rtewCaloulf- stream.orol Sent: Tuesday, February 24, 2015 10:01 AM From: Bill Thrasher [ mailto :bthrasher4clulf- stream.ora] Sent: Friday, February 27, 2015 10:15 AM To: Brian LaMotte Subject: FW: 3250 Polo Dr. Good Morning Brian I need your services concerning the attached site plan. Some background: This is a revised site plan adding a new driveway cut nearest the garage. Previously the pavers stopped short of the roadway and a retention area, similar in design to the two at the rear of the property, was provide. The revised plan creates a new cut to the road, does away with the front retention area and creates two exfiltration trenches /swales partly located on private property and partly on or in the Town's ROW. I have recommended that the exfiltration trenches /swales be located exclusively on private property. Their engineer have told the agent that to locate the system on private property is not possible or not as effective. I believe that the auto court could be adjusted to provided enough area to place both trenches out of the ROW. To my knowledge that are no other exfiltration systems in Town ROW, and for sure none that I have approved. I am concerned that future maintenance of the trenches could be problematic. Neighbors could complain about water on the road, which does happen, and want something done to clean or reconstruct the trenches. I don't want that possible confrontation. My Questions: Could you recommend that the Town allow such trench systems in Town ROW? Absolutely not. If the town went in there in the future to install utilities or drainage etc. their trench would be in conflict. It would prevent the Town from doing anything in the right -of -way in this area. lust imagine if everyone did this. This would be setting a president that would be hard to recover from. (i.e. well he did it why can't I ?) Is there an industry standard concerning regular maintenance or frequency of re- construction of such trenches? No there is not. The only time I have been involved with the maintenance of exfiltration trenches is when they fail. There is no real maintenance on these systems because they are like a closed system and can't be opened up to 'fix ". You could design into the system sumps at the bottom of the inlets to trap sediments before they get into the trenches or filters to stop the sediments from getting into the trenches but no, I know of no maintenance you can do on the trenches themselves. Could the auto /motor court be slightly reduced to allow safe flow of parking and provide trenches exclusively on private property. Yes. There is nothing preventing them from placing the exfiltration trench under the motor court. They would not have to reduce the size of the motor court, just place the trench under it as it is now. Excluding the trenches, do the drainage calcs meet the current Town Standard of the ill 1 inch. Send me the calculations. Make sure they include a geotech report that gives a "K" factor. The engineer should know what this is and why I would be asking for it. Note: I need to finalize my staff report on this site plan by March 13. Could you give me your opinion or thoughts before that date? Bill Thrasher From: Brian LaMotte < Brian.LaMotte @WantmanGroup.com> Sent: Friday, February 27, 2015 11:33 AM To: Bill Thrasher Subject: RE: 3250 Polo Dr. Bill, The calculation show that they are meeting the 1" rule. Why are they placing the trench in the right -of -way? It does not appear they need it for retention. It appears that they just to make sure the water does not sit in the right -of- way adjacent to the driveway. So it looks like they are going the extra mile to ensure their property is dry on the adjacent right -of -way. If the trench had to come out in the future that is in the right -of -way them it would not place them in non - compliance with the 1.0" rule. Therefore, the system looks good to me. Brian ® WGL. ��RM o Brian LaMotte vP Chief Marketing Officer Brian.LaMotte@WantmanGroup.com t.561.687.22201.561.687.1110 c.561.346.3239 From: Bill Thrasher [mailto:bthrasher @gulf- stream.org] Sent: Friday, February 27, 2015 11:02 AM To: Brian LaMotte Subject: RE: 3250 Polo Dr. Thanks Brian, I thought that the talcs were on the site plan just below the location map. From: Brian LaMotte [ mai Ito: Brian.La Matte @WantmanGrouo.coml Sent: Friday, February 27, 2015 10:51 AM To: Bill Thrasher Subject: RE: 3250 Polo Dr. Bill, Here you go. How are you doing? See my comments in red below. Have a great day! Brian ® WGL. ARA 0 Brian LaMotte =1'ef Marketing Officer Brian. 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NC • •I m- I a O Z a 9 � N .mr= CLARK RESIDENCE 3550 POLO DRIVE GULF SMEAM, FLORIDA MAUREEN SMITH, LANDSCAPE ARCHITECT 960 DOGWOOD DRIVE DELRAY BEACH, FLORIDA 33403 OFFICE 561.279.4114 CELL 561.271.°933 Florida mglunHon #66670% m ZI I • o I N rn P3 o rn rn I 0 V u T < N m I> COVERED O 18 n I� n • e I M • m- .CONCRETE DRIVEWAY 3 N m . • N •' 1- OVERHEAD .• m - ---- -------'- ---- ' --- -� -- ---------- - ----° --- ----- ----- --------------------- --- -•------'--'- - m ------t---- '--1--------------' CABLE -' POLO DRIVE _ .mr= CLARK RESIDENCE 3550 POLO DRIVE GULF SMEAM, FLORIDA MAUREEN SMITH, LANDSCAPE ARCHITECT 960 DOGWOOD DRIVE DELRAY BEACH, FLORIDA 33403 OFFICE 561.279.4114 CELL 561.271.°933 Florida mglunHon #66670% r4�J�- °s N � 3 tEa it 4'Sa'�itf fi;j, Tabf a!ut i:s<! l a +: F If o� ,{.;If� 7i{ illU oI31L Lmhit 1 I,l\1 �C —7\\ Ea slIt Ile 11O HIM e E I(7 P :SFF`F!f 3n'S4l3fj m z jl:�f :i;�lg[j13SjIIFFj:1 IT ILI G' 'E'��i '� ?I�g Z 111 0 F 'E jig AEI 1f m TIE aE1ioH�$ { C5 E55E @g�$$�( II ( EFj3 }oes I,HI � s�>i�tsf .01 .�EEQ� qdRI�� €�ILfsa�� 1 fl I t i E ( �Y1.44gY @£c.� "- eYg ":HH'pHHEY;4YRRHHpHYH= a. Iv'� =74E5I j,;Ii cot gi Eq i;, fi N d € I.^ I6s1 I3 �H T zZ 1 r /n CLARK RESIDENCE 3550 POLO DRIVE GULF STREAM, FLORIDA MAUREEN SMITH, LANDSCAPE ARCHITECT 960 DOGWOOD DRIVE DELRAY BEACH. FLORIDA 334113 OFF IC[:561.279.4114 CELL 561.271.0933 Florida mIgistratlon #6667056 7318 Texas Trail www.proiectclassic.com Boca Raton, Florida 33487 {J RECEIVED F9 X13 -601 V7 ?66 CA #29407 JAN 27 2015 TOWN OF GULF STREAM 10o SEA ROAD Town of Gu 01 i Io GULF STREAM, FLORIDA 33483 PCLA4N2 Gulf Stream 0 Sill(( II[y;d 1 11gN,lY'l';lt \ �� File Copy Friday, January 23, 2015 Project: Town of Gulf Stream Building Department Subject: Gulf Stream, Florida Address: Gentlemen, Clark Residence Front Entry Door Flitch Plate Inspection 3250 Polo Drive Club, Gulf Stream, Florida Project Classic LLC has inspected the entry door widening reinforcement as per our issued detail dated 10/1/2014. Included in this inspection is: - Verification of anchor bolt count, diameter and spacing. -Steel plate depth and thickness. The above items adequately meet the Florida Building Code 2010 Sincerely yours, pnT!p 17WT�51B JAN 2 620 5 �c :• No 72a71 :_ i 0, . Farid Abugattas, P.E. # 72471 farid(cbprojectclassic.com PH: (954) 667 -7803 1': \Dropbos\ Work \Construction \Clients \Randall StoIR \Clark - 1 135 \Documents \I \Flitch plate.odt - Printed: 01/23/15 - 10:01:00 AM Page# 1 Of 1 I JOB #: 1135 R1 1 RONT 31_ 1 PLAN VIEW . \-0- D w'-z �C-f p(�A t� ENTRY DOOR LOCATION S1 16 - 4' 4' 8' 12' 1 JAN 2 6 7015 .'J 1�vr. 44. Y7 : No 72471 i7 QSTATE OF 4 FRONT ENTRANCE WIDENING DETAIL 3250 POLO DRIVE GULF STREAM, FL 10/l/2014 FARID ABLIGATTAS, P.E. STRUCTURAL ENGINEER 7318 BOC RAT ON, , FLORIDA P. CLASSIC PHONE: 9554N66 7803 JFA% 561 665 -5436 Svucmml EOp�aeeflnp LICENSE 9 ]24)1 STEEL FLITCH PLATE 12 "x3/8" ATTACHED W/ d•Ox5" EMBEDDED POWERS WEDGE BOLT, STAGGERED @ 12" O /C. EXTEND STEEL PLATE 12" BEYOND OPENING BELOW (BOTH SIDES) & USE (4) THREADED RODS AT PATTERN SHOWN IN DETAIL. EXISTING CONC BEAM TO REMAIN V71zzEXISTING CONIC BEAM TO REMAIN iI z L } POWERS WEDGE BOLT EDGE OF NEW CUT OPENING IN CONC. STL FLITCH PLATE ATTACHMENT TO 1 EXISTING BM ABV NEW OPENINGS \ R2 SCALE: 1/2" = if No 72471 i7 IA 0,•'• STATE OF I JOB # : 1135 FRONT ENTRANCE WIDENING DETAIL 3250 POLO DRIVE GULF STREAM, FL R2 10/l/2014 FARID ABLIGATTAS, P.E. STRUCTURAL ENGINEER j QQ ST 7318TEXASTRAIL CTUR BOCA P• C1 ASSIC PHONE. (9504')66]-980 3FA %(561)665 -S496 9namral 6�6a�mrniy LICENSE # 72471