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APP 20-13 (Large Plans in File)
TOW N OF GULF STREAM P ALM BE ACH COUNTY, FLORI DA COMMISSI ONE RS SCOTT W. M ORGAN, Mayor THOMAS M. ST ANL EY, Vice -Mayor PAUL A. LYONS, JR . JOAN K. ORTHWEIN DONNA S. WHIT E October 22, 2020 M r. & Mr s. John Smith 555 Old School R d. Gulf Stream, Florida 33483 Dear M r. & M rs. Smith: Telephone (561)276-5116 F ax (561)737-0188 Town Manager GREGO RY L. DUNHAM Town Clerk RIT A L. TA YL OR This is to c onfirm that at the Public Hea ring held by th e Architectura l R eview & Planning Board on O ctob er 22,2020, your applica tion for a Level 2 A rchitectural/Sit e Plan R evi ew to permit 1,875 Sq. Ft. of additional living area to be added to the existing single family dwelling with a 3 car garage was con sidered. The application was a ppro ved as requested. This approval shall expire on October 22, 2021 if a Building Permit Application, in cluding the afor ementioned improveme nts, has not been applied for. V ery truly yours, Rita L. Taylor Town Clerk cc: Mark Marsh 100 SEA RO AD, GULF STR EAM, FL OR ID A 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 20-13 Address: 555 Old School Road Proposed Improvement: Appro vals Requested: Level II Architectural/Site Plan: Owner: Mr. and Mrs. J ohn Smith Agent: Mark M arsh - Bridges, Marsh and Associates . The applicant is seeking a Level II Architectural/Site Plan Review to permit 1,875 sq . ft. of additi onal living area to an existing single-family dwelling with a three - car garage. A Level II Architectural/Site Plan Review to permit the c onstruction of 1,875 sq . ft. of additional living area to an e xisting single-family dwelling with a thr ee -car garage. Gross Lot siz e: 28,547 sq. ft. Effective L ot Are a: 25,367 sq. ft . Propo sed Total Floor Area: 7,427 sq. ft. Allowable: 7,673 sq. ft. Zoning District: RS -C Height: 19' 4" Finishe d Floo r: 6' 2" Eave Height: 10' 1/2" Issues C onsidered During Revie w: Sectio n 66-144 Sta ndards: Rega rding Level II a rchitectural/site plan review Section 70-4 Ho w to use this manual: Regarding D esign Standards Section 70-73 Two-story structures Section 70-187 Table of district standards Discussion: The applica nt is proposing to construct a dditio ns to the east and so uth elevations of the residence. These additions include new breakfast, loft, office a nd three car gara ge space. Motions: Mo tio n to appro ve a Level II A rchitectura l/Site Plan to permit the constructio n of 1,875 sq. ft. of a dditional living area to an ex isting single-family dwelling with a three -ca r garage. ARPB Date: October 22, 2020 Action - Level II Architectural/Site Pla n: Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVEL OP MENT APPROVAL RECEIVED 11 SEP 14 2020 Town of Gulf Stream, FL This form is to be used for all development review applications to be heard by th e Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Tow n of Gulf Stream Instructi on Manual for Applicatio n for Development Review Form. Fail ure to complete this form properly will delay its c onsideration. ARPB File #20-` 3' PART II. GENERAL INFORMATION To be co mpleted by all applicants. A. Project Information I. A. 1. Project/O wner Name: MR. & MRS. JOHN SMITH I.A.2. Project Address: 555 OLD SCHOOL RD . GULF STREAM, FL 33483 I. A. 3. Proje ct Property Legal Descriptio n: LOT 2 , H . V . POPE SUBDIVISION, ACCORDING TO THE PLAT THERE OF AS RECORDED IN PLAT BOOL 31,PAGE 53, PUBLIC . RECORDS OF PALM BEACH COUNTY, FLORIDA I. A.4. Project Description (describe in detail, including #of stories, etc.) PROPOSED ADDITION TO THE EAST & SOUTH ELEVATION OF EXISTING RESIDENCE. THESE ADDITIONS INCLUDE NEW BREAKFAST, OFFICE & 3 CAR GARAGE SPACE I.A.5. Square Footage of New Structure or Addition: 2690 sq. f t . :.:,4-wf Architectural style: COLONIAL WITH NEO-CLASSIC INFLUENCE I.A.6. Che ck all that apply: X Architectural/Site Plan Review North O cean Boulevard Overlay (complete section 8) Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exceptio n (complete section E) Variance (complete section G) Non-residential uses (complete Section F) I. A. 7. Pro pose d F.F.E: 6.1 NAVD Type of Foundation: PIL?NG B. Owner Informatio n I.B. 1. Owner Addre ss: 555 OLD SCHOOL RD, GULF STREAM, FL 33483 1.6. 2. Owner Phone Number: 1. 6.3. Owner Signature: C. Agen t Information I.C.1. Agent Name and Firm Name: M. MARK MARSH, BRIDGES, MARSH & ASSOCIATES 479-459-7069 Fax: N/A I. C.2. Agent Address: 18 VIA MIZNER PALM BEACH, FL 33480 I. C.3. Agent Phone Number (0) 56 832 1533 Cell 5 573-9979ax 561-832-1520 I.C.4. Agent Signature: O ffic ia l Use On ly Pre -App Date : ARPB a te: App Date: Reco mendatio n: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream RECEIVED PART III. PROJECT DESCRIPTION AND JUSTIFICATION SEP 14 2020 adci, To be completed by all applicants after pre -application co nfere nce with Town Staff. Please ` f (,oe but brief. Attach additional sheets only when necessary and be sure to include the appr opriate and complete question number for each response. A. Proj ect Description and Justificati on III.A.1. In what zoning district is the project site located? RS -C III.A. 2. Is the project compatible with the intent of the zoning district ? No Explain: CONFORMS TO ALL ALLOWABLE SITE DEVELOPMENT RELOckTIONS UNDER SEC, 70.66 - 70-100 III.A.3. Is the project consistent Comprehensive Plan? the Future Land Us e Map and goals, objectives and policies of the No Explain: CURRENT CONFORMITY IS PRESERVED WITH PROPOSED PROJECT INCLUDING SCALE & STYLE III.A.4. How are ingress and egress to the prop erty to be provided? TWO DRIVEWAYS III.A. 5. How are the following utilities being provided to the prop erty? a. Stormwater Drainage ON SITE b. Sanitary Sewer PUBLIC c. Potable water P U B L I C d. Irrigation Water PUBLIC e. Electricity FP&L f. Telephone A'l"1' g. Gas ''?ON SITE TANKS h. Cable Television COM'T III.A. 6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessa ry. ) N/A PART IV. ADDITIO NAL INFO RMATION Section A is to be completed by all applicants a fter pre -application conference with Town staff. An swering "Yes" to any question in Section A requires the completion of additio nal Sections as indicated. A. Additio nal Approvals/Requirements IV. A.1. Does the project involve land area within fifty feet (50') of the Al A (No rth Ocean Boulevard) right-of-way? Yes (If "Yes", Section B of this part must be completed. ) IV. A.2. Does the project involve the demolition of one or more structures? Yes (If " Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exis g vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (If " Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes • (If "Y es" , Section E of this part must be completed. ) IV.A.5. Is the pro� t at variance with any regulations contained in the Zoning Code? Yes (Ng) (If " Yes" , Section G of this part must be completed.) Application for Development Approval, Form ADA. 32000 Page 3 Septe mber 2004 012 I o f OI U3 rlI w OI EASSEIEENT 32. 4' o I 1 Ii I CON0. SCREEN PI WALL I z 22. 7 1 2R 0 SETBACK 2110' SEIHTACK PAVERS 32. 4' x6.7 CORNER n N. 900 00' 00" E. PAVERS DRIVEWAY MOTORCOURT ® RECEIVED 4 SEP 14 2020 Town of Gulf Stream, FL S' HIGH 019C. WALL W/ 1'x1' COUNT S ONE STORY RESIDENCE o- PAVERS = = 178.42' 178.42' 4.1' 1 , 0010,CK 25, �0' 153.42' ASSUMED BEARING N. 900 00' 00" E. OLD SCHOOL ROAD SITE I I NE W LANDSCAPING SEE LANDSCAPING PLAN sO �D 1 ~'� CEN T76UNE OF 10 DRAINAGE EASEMENT .0 NEW FOUNTAIN O O O CD .-I O O O z NEW LANDSCAPING SEE LANDSCAPING PLAN SITE PLAN 1..20' LOCATION MAP SOW GOkS ST TOW N OF GULF STREAM SITE DAT A TABLE GROSS LOT AREA 26,547 sq.tt EFFECTIVE LOT AREA 25,367 sq.ft. F .A.R. CALCULATIONS EXIST. DEMO . NE W NET 1 st FLOOR LIVING 4,119 s oft NA 1,521 sq.ft 5,640 sq .ft. 2nd. FLOOR USING NA NA 354 sq .ft. 354 sq.ft 1st FLOOR COVERED PORCHES 618 sq.ft . NA NA 618 sq.ft 2n d FLOOR COVERED PORCHES NA NA NA NA A WNING93' & SCREEN ENCL 0 500 NA NA NA NA GARAGE 810 aq,ft 610 sq.ft . 615 sq.ft 815 sq.ft GROSS FLOOR AREA 5,547 sq .ft 810 sq.ft. 2.690 sq.ft 7,427 sq .ft TOTAL FLOOR AREA PROPOSED 7,427 sq.ft. PROPOSED < 7,673 aq.fL ALLO WABLE FIRST 20,000 x .33 6,500 sq.ft. OVER 20,000(5,368) x .20 1,073 sq.ft. TOTAL ALLOWABLE F.A.R. 7,673 sq.ft. TOT AL HARDSCAPE AREA 6.882 sq.ft REQUIRED LANDSCAPE(405 OF L OT) 10,145 .8 aq. R 40X ACTUAL X LANDSCAPED 11,412 sq . ft 450 APPLICABLE CODES THIS PROJECT IS DESIGNED TO THE 'FLORIDA BUILDING CODE, 7th EDI TION (2020) THE FLORIDA BUILDING CODE 7th EDI110N (2020) EXIS1180 BUIL DING THE FLORIDA BUILDING CODE 7th EDITION (2020) ENERGY CONSERVATION THE N ATIONAL ELECTRICAL CODE , NFPA, 2020 EDITION 111E FLORIDA BUILDING CODE 7th ED1TIO5 (2020) RESIDENTIAL THE FLORIDA BUIL DING CODE 7th EDITION (2020) MECHANICAL CLASSIFICATIO N OF WORK 11115 PROJECT 15 USING THE WORK AREA METHOD SECTION 501 .2 LEVEL 3 AS COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) EXISTING BUILDING APPLICABLE CODES THIS PROJECT IS DESI GNED TO 111E -FLORIDA BUILDING CODE , 7th EDITION (2020) 1HE FLORIDA BUILDING CODE 7th E01110N (2020) EXISTING BUILDIN G 111E FLORIDA BUILDING CODE 7th EDI110N (2020) ENERGY CONSERVATION THE NATIONAL ELECTRICAL CODE, NFPA, 2020 EDI110N THE FLORIDA BUILDING CODE 7th EDITION (2020) RESDENTIAL THE FLORIDA BUILDING CODE 7th EDITION (2020) MECHANICAL CLASSIFICATION OF WORK THIS PROJECT IS USING THE WORK AREA L8EM00 SECTION 601.2 LEVEL 3 AS COMPLYING WITH THE FLORIDA BUILDING CODE 791 0011108 (2020) EXISTING BUILDING LEGAL DESCRIPTION LOT 2, H.V. POPE SUBDMSION, ACCORDING TO THE PLAT THE REOF AS RECORDED IN PLAT BOOK 31 , PACE 53 , PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA 4;i1/0/S . BRIDGES MARSH lit ASSOCIATES, INC. =TM amen Eighteen Vie Mizner Palm Beec h, Florid a 33480 Phone: (561) 832 1533 . F ar: (561) 832 1520 ADDI11ONS RENOVATIONS TO: MR .&MRS JOHN SMITH RESIDENCE 555 OLD SCHOOL ROID GIA7SNREAM, FLORIDA SITE PLA N 22009 0 0 NOTE: AL. ORM". MR 11 .11S PRCLECT ME 10 BE RE AD r/4 1,41T1 ARE MOT 1 .161rtED TCR ARCHITECTURAL MEC HAM.. ELECTRICAL SPECIALTY FCATIC NS CORTR ACTA TO wary ALL En5111i0 REPORT TO INE ARCHITECT E.INCER AS I NTES DE D *NM ARCIIITECT REVISIONS MN MN MN S MII EMI 31•11 MII 1•=20'-0" 9/14/28 p#1001 11111L S O A1.1 \% .\ 1LX OMitf RECEIVED 11 SEP 14 2020 Town of Gulf Stream, FL APPROVED SET OCT 2 2 2020 TOWN OF GULF STREAM, Fl EXISTING FLOOR PLAN BRIDGES MARSH & ASSOCIATES, INC. CHARRED BCHIDICTS Eighteen Vie Mizner P alm Beech, Flo rid a 33480 Phone : (561) 832 1533 P az: (561) 832 1520 ADDITIONS TO: MR .&MRS JOHN SMITH RES IDENCE 0 555 OLD SCHOOL ROAD GULFSTREAM, FLORIDA EXISTING FLOOR PLAN 22009 NOTE: LETN UEra E„� s awnew merCit, ID 11. ARCS.. E NGINE S, o' =oa rcp REVISIONS i i i i i il i i MN ME 3/16• = 1'-0' a U 9/54/10 oPorTh'i MASTER BEDROOM EXISTING NEW NEW BEDROOM 12 COATS LIVING ROOM 82'-11' 105.-4)V" EXISTING IREBEILY DINING ROOM BEDROOM ES FAMILY ROAN IIIIIII IIIIIIIII IIII TI 16'-9' NEW Mill 4l 'NI 11 I I 111171 HA RM LBW 7c A PPROVED SET OCT 2 2 2020 T OWN OF GULF STREAM, FL SHEET LEGEND = INDICATES EXISTING E XTERIOR WALL S TO REMAIN = INDICATES NE W MASONRY WALL = INDICATES NEW WOOD INTERIOR PARTITION = INDICATES EXISTI NG INTERIOR PARTITI ONS TO REMAIN INDICATES EXI STING STRUCTURE TO BE DEMOIJSNED = INDICATES NE W 420100N /1\f BRIDGES MARSH & ASSOCIATES, INC. CHARTERED ARCM= Eighteen Via Mizner P alm B each, Florid a 33480 Phon e: (561) 832 1533 Fax: (561) 892 1520 ADDIT)ONS TO: MR .&MRS JOHN SMITH RESIDENCE 0 555 OID SCHOOL ROAD GIILTIM AM, FLORIDA OV ERALL FIRST FLOOR PUN 15 22009 = NOTE: TO OE REA D IN CO.I.CTIN NRM. S6E CTR.L. CPT. riu. A tlEtm eAl. DNA.NSPECIALTY , IFICATONS C ONTRACTDR V OW , All EXISTIRD REMRT TO THE ARC HITECT EVILINEER ...101SCREPA NC6. ER RORS OR zAM MEs Mil i RN - 3/16 = 1.-0' kg 6/14/20 a FLOOR PLAN A2.1 .1 3 FLOOR PLAN RECEIVED 4 SEP 14 2020 Town of Gulf Stream, SHEET LEGEND INDICATES EXISTING EXTERIOR WALLS TO REMAIN INDICATES NEW M ASONRY WALL INDICATES NEW WOOD INTERIOR PARTITION INDICATES EXISTING INTERIOR PARTITIONS TO REMAIN INDICATES EXISTING ST RU CTURE TO BE DE MOLISHED L *1* BRIDGES MARSH & ASSOCIATES, INC. CHASI ED A&CHTTECI'S Eighteen vie. lliizncr P alm B eech, Florida 33450 Phone: (551) 632 1532 F ax: (561) 832 1520 ADDITIONS TO: MR.&MRS JOHN SMITH RESIDENCE 0 555 OLD SCHOOL ROAD GIIUsTRRAY. FLORIDA PARTIAL . FIRST FLOOR PLAN 22009 NOTE NJ. ORAWSMS MP T. PPD., ARE 10 BE READ 01 L ON.P .MCT. SITS ISIE MOT L OOTED Ta MM.., u[C mr% osv SPECIALTY SI CA C ONTI TO ga nEx m mx usim REVISIONS =111 31M MN i i i i 1/4" = 1'-0 " 9/14/20 Q z A2.1.2 0 HIS BATH 9'-242" A101 LK MASTER BEDROOM HER - `0 t. _N GATL,FRY LIBRARY r DRIVEWAY BEDROOM #2 COATS LIVING ROOM FLOOR PLAN S HEET LEGEND DINING ROOM 4'402 _ 4" 11'-3" 4" 0100,01, 0010, O 1 BATH #4,. BEDROOM #3 14) • EQ. -114- 6'-1" 7-114" FO . 23'-0" FAMILY ROOM KITCHEN C OO T OP __7____ *0, m SLOPE 2\ , HI M S. RECEIVED SEP 14 2020 Town of Gulf Stream, FL ,I. 3.-8" 41.-9"I, 1111111/1 BREAKFAt' 11,-10" OFFICE 0 B.Al APPROV D SET OCT 2 20.20 GULF STR A M, = INDICATES EXISTING EXTERIOR WALLS TO REMAIN TOIT ____ y ___ = INDICATES NE W MASONRY WALL ZZ MZEZZZ= INDICATES NE W WOOD INTERIOR PARTI R0N = INDICATES EXISTING INTERIOR PARTITIONS TO REMAIN INDICATES EXISTING STRUCTURE TO BE DEMOUSHED Ir BRIDGES MARSH & ASSOCIATES, INC. CHART ER ARCHITECTS Eighteen Via Mizner Palm Beec h, Flo rida 33480 Phone: (561) 832 1533 Fa x: (561) B32 1520 ADDITIONS TO: MR.&MRS JOHN SMITH RESIDENCE 555 Na SCHOOL ROAD GDLFATRIEAY, FLORIDA P ARTIAL FIRST FLOOR PLAN 22009 0 N OTE: rAr . 01. 01. 11 03E .10.100 PET ARE R OT 010191 A RP1ROLOORAL 1IELNA/110, E LECTRIC, SPECIALT Y 0311111. 00 TO wen AIL 0/0511110 REPORT Tr/ TRE ARCEITITST MOWER NOT REE POPSIBLE ;ea MIT WOR K ax e REVISIONS MI all =I i all all ill i/4" = 1'—O" 9/14/20 0 rffir H,YIgr'4 o3 MH 2 A2 .1.3 CLOS CLOS* 12'-0 " 4'-10" BEDROOM #4m 12'x15' a BATH 12'-8" PROPOSED LOFT PLAN APPROVED SET OCT 22 2020 TOWN OF GULF STREAM, FL BRIDGES MARSH & ASSOCIATES, INC . CHARTERED ARCHITECTS Eighte en Via Miza er Palm B ea ch, Fl orida 33480 Phone: (561) 832 1539 F ax: (561) 832 1520 ADDITIONS TO: MR.&MRS JOHN SMITH RESIDENCE 0 0 555 IRD SCHOOL ROD GOLFSTRRAY. FLORIDA LO FT FLOOR PLAN 22009 0 NOM AU OR A.. F OR TA PR O.ECT ARE A01 PACO TARE MAO, FRP ARE N OT M OM A. 1 ¢En uNu4 ¢iiTAAL SPPECALTY MAMAS AND WRI11101 AA- CONIRACAR 10 VERA AU- Damp . REPORT TO THE AR CHITEC SANA A AN Y IN SCR EP AN CA . ERROR S OR CONBACHS TORT MI ALTER x44 HOT 1:` RESPONSIBLE FM ARM.. 111111 NIIII Z MI= i 1/4" = 1'-O" 9/14/20 got E HH U A2.2.1 .\°L,‘k ROOF PLAN APPROVED SET OCT 22 2020 GULF TOWN OF STREAM FL ► RECEIVED -4 SEP 14 2020 Town of Guff Stream, Fl BRIDGES MARSH & ASSOCIATES, INC. CHARMED ARCHITECTS Eighteen Via Mi rner Palm He ,oh, Florid, 33460 Phon e: (561) 632 1533 F ar: (561) 632 1520 CONSULTANT ADDITIONS TO: MR.&MRS JOHN SMITH RESIDENCE 0 555 OLD SCHOOL ROAD GUIPSTREL , FLORIDA ROOF PL&N 22009 NOTE ARE" NOT UNITE D . ARCHITE CT., CONTRACTOR TO o9mmovs MAT WILL ALLE,R,,, 7116E DR ARt fARWITECT IS MIMI NM z XIII 31111111 ' i ill =II Fle" = 1'-O' 9/14/20 ru 0'0"5'0'' a 6 A3.1 STIF TO MATT NEW FL AT EN EJ(ICH Lt +10'-3'- (+16'-5' N.G.V.D) V Y T.O. NEW BEAM NAATCHU01.51100 o. MATG1108(TS iscaA NEW STO NE COWMN NEW BRICK FINISH (PAINTED MATCH EXISTING MAATCHRIDIS TING FINISH COSTING TO REMAI N 0 STING-R.4T EN'TAIICE:.RWF.: FlN.FLR. IX X U IIIfIIII1111µ 10 41104 SDK. TO RETINN 111 1 IIILIillllll 11111111114-, IIIIIIIIItII r EXISTING BRICK FINISH CHIMNEY TO REMAIN wC Z 0110 BR ISti-(PAt ) (+15'-3 ' N.G .V .D.) FIN.F1R. CCST NO MOCK SOLDER CouRSE DOWNS *FOODS TO MOM Eus1Na 501155 TO SE DAN CLEWS (NE M) TO ROMA N Ap0.0- (+6-2' N.G.V.D .) FIN.FLR. NEW BRICK FINISH MATCH EXISTING TILE R T 10 041011 (+1B'-2' N. 5. 0.0.) T.O. NEW BEAM MAATO TCHUEX ISIING MAATCH IXI5TINGA NATCHRIXISTINCH (PAINTED) NEW BRICK FINISH QUOINS o (PAINTED) TO MATCH EXIST. NEW CUSTOM IMPACT RATED GARAGE DOORS Fl N.FTR . -� EXISTIN BRICK FINISH PAINTED) FRON T (NORTH) ELEVATION (ALTER NATE) 111111111111111111111111101111111 DDDD DDDD. DDD:= DDDD DDOD-DDDD ICI ICI *1 ICI ICI ICI ICI ICI I.i.Iliuili.II 111111111111111111111111M1111111 1U• ICI ICI D ICI ICI D iI.Iii.III.Iii.1 ADDITIDN )fff i C MENT TILE ROOF 000=: APPROVED SET OCT 22 2020 TOWN OF GULF STREAM, FL H1111111111 IIIIptiIII I 111 NEW ROOF TO MAT CH COSTING ( +16-5' N .G.V.D .) T0. NE W BEAM MATCHOE705TING NEW MATCH TING E XISIG FASCIA LEFT (EAST) ELEVATION NEW STONE COLU MN NEW BRICK FINISH MATCH 00011NG NEW IMPACT RATED WINDOWS A (PINTED) MATCH 0051100 Ao0- ( +6'-2' N .G.V.D.). FIN.FlR ► RECEIVED 1 SEP 142020 Town of Gulf Stream, FL BRIDGES MARS H k ASSOCIATES, INC. CHARTE D ARCHITECTS Eighteen Via Mizner P alm Be ach. Fl orida 33400 Ph on e: (561) 332 1533 Fa x: (561) B32 152D 0 ti ADDITIONS RENOVATIONS TO: MR .&MRS JOHN SMITH RESIDENCE 555 OLD SCsDOL ROAD GW TITTAY. FLORIDA EXTERIO R ELEVATIONS 22009 0 NOTE IN TH6E BICLIEC E. .1 ME NOT WIMP Ec1 vl . 01701 SPEC - CONTRACTOR 1. wary ALL VOSITIIG SITE 6NEATIONS AND ar�`ORE�m axc A TI CN S � oa REP ORT TO I NE ARCHITECT MINC ER ANY INSEREPANCIIM. ERRORS OR 0.0111ENS THAT WILL ALTER OM AS BITE1 .0 0) 11 1 COIST RU CII iO.Noiox u�TDatE TFIN C EN RN N MEI MN 3/16"=1'-O" L 7U SOON Q. MMM. = A4.1 TILE ROOF TO MATCH EXISTING (+15' -r N.G.V. D.) T.D. NEW BEAM NEW GU, I t8S TO MATCH EXISTING NEW W OOD FASCIA MATCH EXISTING MAT ARE7(A G NEW BRICK FINISH QUOINS TO MATCH EXIST. EXIS1180 WINDOWS TO REMAIN G. V.D.) FIN. FLR. 1111111111 11111111111 III 11111111 RE 18 OF 'AT CEMENT EX ISTING BRICK FINISH CHIMNEY TO REMAIN REAR (SOUTH) ELEVATION IIII Ilillllllltlllll 1111111111111.1111111111 I tar: 111115. . IUIIB== 111111111111 1111111111111 TILE ROOF TO MATCH EXISTNG NEW BRCCK F1NISH MATCH I NG NEW FLAT CE MENT 11LE ROOF TO MATCH EXISTING 41 .0. NEW BEA M +9'-1'- ( +15'-r N.G.V.D.) 4'7 .0. NE W BEAM MATCCH'UE X�ISTINC NEW WOOD FASCIA MATCH EE WWgg E��X�I SFDIN �G MATCHREIt s( Q1 (PAINTED) NEW BRICK FINISH QUOINS (PAINTED) TO MATCH EXIST . NEW IMPACT RATED WINDOWS k0.0- (+6'-2' N.G.V.D.) FlN.FLR . MATCHRI62(5TK IG FINISH TNILE ROOF iD MATCH EXISTING $+12 '-0"- (+16 '-2" N. G.V.D.) T.O. NE W BEAM + 9' -1"- (+15'-3" N. G.. V.DN T. O. EX IST. PLATE / I * EXISTING GUTTERS �. _. NEW HOD FASCIA _. MATCH EXISTING -, ... "..4�. ::,,,,,-- NEW CHREGSTNG / k EXISTING BRICK FINISH QUOINS TO REMAIN h0.0. (+6'-2 N. 0.0.D. ) FIN. FLR. I 1 1111111111 U, - ■EM MEM MEM F I (C EXISTING GUTTERS N HOD FASCIA MATCH EXISTING RIGHT (WEST) ELEVATION NE W FLAT CEMENT TILE R OOF 0 M ATCH EXISTING NE W BRICK FINISH QUOINS (PAINTED) TO MATCH EXIST. NE W BRICK FINISH (PAINTED) MATCH EXISTING MATCHRIXK5TNG H NE W BRICK FINISH 0001N5 TO MATCH E XISTING $0.0= ( +6'-2" 8.0.0.0.) FIN.FLR. SEP VFW Town o f 14 2020 Gulf Stream, F/ APPROVED SET OCT 22 2020 TOWN OF GULF STREAM, FL *TR BRIDGES MARSH & ASSOCIATES, INC. CHARTERED ARCHITECTS Ei ghteen Via Mi zner P alm B ea ch. Florida 33480 Phone: (561) 832 1533 F ax: (561) B32 1520 0 ADDITIONS RENOVATIONS TO; MR.&MRS JOHN SMITH RES IDENCE 0 555 OLD SCHOOL ROAD GIIISTREAM. FLORIDA EXT ERIOR ELEVATIO NS 22009 NOT E CONNACTER 10 y oarf ALL MST. BEFORE ANY dos a� 01 7/1S'' WEE FAME ARC KSECT P OT REEP TI SSISSE FOR MY IMRE IgICOALS RAMMED 1 REVISIONS NM 11111 MN M sMill 3/16'=1'-O" 9/1{/110 0 -NF E MMM i RIGHT (WEST) ELEVATION OF GARAGE 0 A4 .2 (16-27 AVO) [la la F1N.FLR — I.I31�II MASTER BATE IIiIII1L 3 0. 0. BEAL1 0.0 6—Y NAVD FIN.FLR. lal II _III 'llal ' Z I� II II-Ir- II 1I�1�1 311 1-1 II I MINI hall I� Iall�ll����.1. 9[1711 Hala l WJ BEDROOM 3R 11 _ e 3 1 aT al g I p II 17 1- lel II -I 1= II -III IRII 3 II rf Tama! A= I) 11311 1= I t� II�JH III ��il // ////// INDICATE EA SING ATTIC Si'ACE �. LIVING/DINING ROOM 1=SI.-IIIXIII1�I� R11=1=1 1�-1) I II a - a II�IF� i ,II — -IgTalal�n�lall� �_ ra 1=1J0, 11 ,1, A BUILDIN G SECTION I I IIBIa Il�lal-!� =I IP IITiR RI 1iui IHI ri=1 -T�-1 M A2.2 J RT.O.BEAM Id A2. 2 ail Hal 11 lala1 BI III�Il 1111 3aII a alaiaTal ?IR�II�I��I�RI �I�I �I ICI= I� J 11- l all- �81Jm--1�1a `II II���I T�i�-F13i�l�l�l 11 �CI BUILDING SECTION 11 .9 ,aka al aLl a l �Il lla� Oy�+12'-0' YT.O. BEA M NAVO F1N.F1.R . ale APPROVED SET OCT 22 2020 TOWN OF GULF STREAM, FL ,r1H1 I I I IRT=111�TIT� I R I I� fteEIVED SEp 14 2020 1V 7Own ofGulf Sfream, FL NT* BRIDGES MARSH & ASSOCIATES, INC. CHARMED ASCHITELTS Eighteen Vie . Mizner Palm B ee ch, Flo rida 33400 Phone: (561) 832 1533 Far: (561) 832 1520 CONSULTANT ADDITIONS RENOVATIONS TOE MR.&MRS JOHN SMITH RESIDENCE 555 OLD SCHOOL ROAD GO1,SCBEAY, FLORIDA B UILDING SECTIONS 22009 NOTE; ¢rcm rx SPECAL, SER VE REPORT 10 TMNOR F MS R EN. CONVIIONS WI ' MILL AL1E9 TIME Napuir rtmULTs rm L MN a am ma' ill UM 1/4' = 1.-0- 0/14/20 1TRr1Fu�' A5.1 EXISTING ENTRY - NORTH EXISTING GARAGE - SOUTH EAST EXISTING GARAGE - NORTH EAST EXISTING HOUSE - SOUTH EAST SEP 14 Z020 Town of Odd{ ��sUr 017117\ BRIDGES MARSH & ASSOCIATES, INC. CHARMED ASCHISECIS Eighteen Via Mizner Palm B each. Florida 33480 Ph one: (561) 632 1533 Fax: (561) 832 1520 ADDITIONS T0: MR .&MRS JOHN SMITH RESIDENCE ET CT 2220 T OWN OF LF STREAM, F 555 OU SCHOOL ROAD GDLTSTRFAH, FLORIDA 22009 R EPORT TO NE APO-IITECT DOWER 0 5 0/14/20 EXISTING HOU SE - SOUTH EAST EXISTING BACKYARD - SOUTH EAST 5/14/20 BRI DGES MARSH & ASSOCIATES, INC. CEO= AHf.'HNECTS Eigh teen Via Mizner Palm Beach , Florida 99480 Phone: (581) 832 1593 F ax: (581) 892 1520 ADDITIONS TO: MR.&MRS JOHN SMITH RESIDENCE 555 OW SCHOOL ROAD GOIJSTREA Y, FLDEIDA 0 22009 = 0 X010: All MAW. KV 'HS PROZCT LIECONI C, S SW", Art IRSC REPIMO SS. 6.1.5 OR 0. 0.11.S 111, AL7E R OMSTR UCTI. 11,11.0L0 BY 9.N U O EXISTING BACKYARD - SOUTH W EST EXISTING GARAGE - NORTH SEP 14 2020 Town of Gulf Stream, FL PH2 VIEW TO NORTH FROM EXISTING GARAGE VIEW TO NORTH EAST FROM PROPOSED BREAKFAST ADDITIO N • APPROVED SET OCT 2 2 2020 T OWN OF GULF STREAM, Ft. Ph- RECEIV SEPI 4 2�� Town of 20 Gulf Stream, FL BRIDGES MARSH.' k ASSOCIATES, INC. CHARMED ARCHITECTS Eighteen Vi a Mizner Paha Be ac h. Florid a 33480 P hone: (561) 832 1533 Fa x: (501) 832 1520 0 ADDIilONS TO: MR. &MRS JOHN SMITH RESIDENCE 555 OLD SCHOOL ROAD GULFS RLhh, fl 22009 0 NOTE AU. ORAVA PCS On PPOE CT EAO1 011.1. MESE H OME MIT CE NTRACTA /0 VOIR ALL EOM. gyE R EPORT TO T HE 3.1ROPTE CT' MOO. 9/14/20 a PH3 + EX CATCH BASIN (RATE FL = 1.09 STOR MWATER RETEN TIO N CALCULATION S A. SITE INFORMA TIO N Total Property A re a =28,413 sq.ft. Propose d D rainage Are a = 15,407 sq.ft. Drainage Arco Impervio us Su rface (renovated driv eway, proposed addition, driv eway) - 7,197 snit. Drainage Area Perv ious Surfac e - 8210 s q.0. B. ESTIMATED STORMWATER RETENTION V OLU ME The retention volume is estimated using the Ration al Method (Q=CiA) where: C = 1.0 (impervio us surface) C = 0 2 (perviou ssurface) i = 1 in/hr Impervious Surface Run off Volume: 1.0 x 1 ir✓hr 7,197 sq.l. x 1 0.112 in. = 600 cult Pe rvious R unoff V olume: 02 x 1 idly 8110 sq.ft. x 1 0112 in. = 137 eat. Tota l V olu me to be Re tained - 737 cull. C. EXFILIRAT ION T REN CH SIZING Existin g Ex <Itra6on Trench L - Total Length of Trench Provided - W = Tre nch Width K - H ydraulic Conductivity 102 - Depth to Wate r Table DU = Un-Sa turated Trench D epth = DS - Satura ted Tre nc h De pth V= 34 ft 10 ft 0.00005 cfs%oq. ftlft. of head 2. 50 ft 2.00 0 1.00 O Volu me Treated = 505 cu.ft. Propose d ExtiItmtion Tren ch L - Total Length of Trench Pro vided = W = Trench Width 1.12 = DU = DS = V= Hy draulic Conductivity De pth to Water Table Un-Sa tura ted Trenc h De pth Saturated Trench Depth 30 ft 6 ft 0.00005 cfs/sq.ftlft. of head 2.50 ft 2.00 n 1.00 ft Volume Tre ated = 323 cu.ft. Tota l Vo lu me Retain ed in 006100 ion Trenches - 888 cu.8. Notes: 9 EX A D' MANHOLE - 9 ti EC 24' NYLOPLAST DRAIN BASIN WITH B SOLID OD EL = 10d m DC 5 X806 TRAFFIC BEARING 1RENCH DRAIN GRATE EL = 3.00 1) Exfiltration tren che s and sto rm pipin g to be pro tected from ro ots with a root barrier. 2) R oof drain downspouts are to be connected to the proposed drainage system. Con tractor to provide engin ee r with downspout locatio ns prior to installation of dra inage system. 3) Ex frltration trench design uses an assumed v alue of hydraulic conductivity. Clie nt may obtain a site specific test for hydraulic conductivity prior to exfiltration trench installation. 4) Con tractor sha ll mill and overlay all roadway cuts a minimum of 50 ft. on either side of the excav ation the en tire width of each affected la ne. 5) Contractor is responsible for installing and main tainin g erosion +, con trol measu res during con struction. X00 6) V ideo inspectio n of storm drainage system required prior to installation of sod. 7) Existing storm drainage system to be cleaned, rehabilitated an d video inspected upon completion of project. ti0 EX. OFT STAD0N EX AREA DRAIN GR ATE EL = 3.50 DRAINAGE BASIN �9 + 1 1 1 r ----+ I Imo,. .,.. Ex Driv eway L I a te remain ) :6( . .-JS I I I+ _---_++-J -..------ L J J EX a HOPE INV. EL = 1. 00 10' FPI EASEMENT EX CATCH BASIN GRATE EL = 1. 30 EX AREA DRAIN (RATE EL = 3. 50 EX CATCH BASIN GRATE FL = 1. 58 e + + EA s EX 1018 X 3 D X 341_ E CFILTRATION TRENCH 111111 12' PE1ff. ADS N-12 PPE T0P OF 1RENGT 0... = 2.50 PIPE INV. EL = 0.50 EITE70 ❑a❑a❑ EX SITE WALL g�J - 1 + 178.42' N Ex. Motor Court (to remain) EX B' HDPE INV. EL = 1.00 Ex. One Story R eside nce o be renovate F.F. Elev. = 6.16 NAV D SQ Ex. Pool (to remain ) 178.42' EX CATCH BASIN (RATE EL = 2 .35 Old School Road BENCHMARK: TOP OF NAIL AND WASHER ELEV. = 1. 50 NAND „ch EX AREA DRAIN GRATE 0. . = 4 .75 -n PROPOSED 5 HOPE PTV. El. =100 EX AREA DRAIN GRATE EL = 5.80 (TO BE REMOVED) PROPOSED RETAINING WA LL (DESIGN BY OTHERS) MIN . T.O .W . 0- TO BE 6' 880619 PROPOSED FINISHED GRADE DRAINAGE BASIN CONNECT PROPOSED 8' HOPE TO EX 8' HDPE - INV . EL=1.00 EC AREA GRAIN GRATE El_ =4.75 EX B' HOPE INV. EL = 1 .W L Proposed Addition PROPOSED AREA DRAIN GRATE 0. = 5.50 PROPOSED 8' HOPE INV. EL. =1.00 PROPOSED 5 HOPE INV. EL = 250 `r9 DRAINAGE B .N a PROPOSED AREA DRAIN ( RATE EL = 5 .00 ) [4b 48 HOURS BEFO RE DIG GING CALL 1-800-132-7770 S UNSHINE ST ATE ONE C ALL OF FLO RID A, INC . Canua rldoi^ mee0,. a n0 p on APPROVED SET EC 8' HDPE (m BE REMOVED) Legend PROPOSED 8' HDPE INV . El- =1 .00 0 9 PROP. 6'W X 3D X 30'L EXHLIRADON TRENCH I8TH 12 ' PERF. ADS 8-12 PIPE 'OPT 1REWCH EL = 2.50 PIPE 089. EL = 0.50 EX AREA DRAIN GRATE EL = 4.31 (10 BE 80006FD) 5 DRAINAGE EASEMENT + MIN. 5' MADE 1RAFWC BEARING TRFI101 DRAIN B� GRATE EL = 3.0 0.',, , 0 OCT 2 z 2021 TOWN OF GULF STREA M, Fi EXISTING ELEVATION PER O'BRIEN, SUITER & O'BRIEN (NAND -88) PROPOSED ELEVATION (NAVD-88) PROPOSED ELEVATION CONTOUR (NAND -88) FLOW DIRECTION EXALTATION TRENCH ® AREA DRAIN 24' NYLOPLAST DRAIN BASIN WITH BAFFLE 10 20 N 40 Scale: 1" = 10' Se, © in u_ fG, 142028 iif�sfrea� F + + Plan Background from Hardscape Plan by Niev era Williams Design R ecei ved 9/11/20 ® 2020 Gruber Consulting Engineers, I nc. 8 Project Informntion 10 b t. 31 Y U 0 Renovation Grading & Drainage Pla n For: Smith Reside nce Gulfstream, Fl orida 555 Old School R oad Chad M. Gruber FL PP. No. 57466 Sheet No. C-1 Gen eral Notes & Specification s: 1) The contractor shall check all drawings furnished immediately upon their receipt and shall promptly no tify the en gin eer in w ritin g of an y discrepan cies. An ything shown on the drawings and not me ntioned in the specifications or mcn tio ncd in the specifica tion s and not shown on the drawin gs, sha ll be of like effect as if sho wn or mentioned in both. 2) Figu re marked on drawings shall, in general, be follo wed in -preference to scale meastuements. Large scale dron ing, shall in gen eral, gov em small scale drawin gs. The con tracto r shall compare all drawings and ve rify the figure s befo re laying ou t the work and will be responsible for an y errors which might ha ve been av oided thereby. When dimensions on the drawings are affected by the type of equipment selected, the contractor shall adjust such dimensions as con ditions may requ ire. 3) If the contractor. in the course of the work, finds any discre pancy between the drawings and the physical co ndition s of the locality, or a ny e rror or omissions in the drawings or in the la yo ut as give n by po in ts and in structions, or discov ers unforeseen undergro und or above ground conditions or any other uncnprected conditions requirin g additio nal work by the co nvector, it shall be his duty to immedia tely infor m the enginee r, in writing, and the engineer shall promptly check the a ccu ra cy of the information . An y work don e after such diuov oty, until any n ecessary chang es are autho riz ed, will be done at the contractor's risk. 4) 'Cony part of the contractor's work depen ds, for pro per executio n or results, upon the work of any other contractor, the contractor shall i nspect and measure wo rk a lre ady in place and s hall at on ce report to the engin eer any discrepancies betwee n the executed wo rk end the draw 5) The en gineer or his authorized representa tive s hall hav e free access to the wo rk of the co ntractor at an y time fo r the purpose of inspection The co ntractor shall furnish the facilities to determine, as best as can reasonably be done, the nature and quality of the work perfor me d. Such assistanc e of the contracto r shall, if necessa ry, include the uncovering, testing or remov al of portio ns of the finishe d work. 6) All debris shall be re mo ved from the area an d legally dispo sed. D ebris may be bumed u pon o btaining proper bu rnin g permit bu t any un burned remains re to be disposed of as directe d by the owner or his repre sentativ es 7) The contractor shall be re spon sible for pro tectin g all bu ildin gs, 000 000re s. end utilities that are underground, above ground, or on the su rfa ce against co nstruction opera tio ns that ma y be ha zardou s to said facilitie s an d shall hold and save the owner harm less aga inst all claims of damage. The con tractor shall. by re pa ir or repla cement. return to equal or better condition all pavement, sidewalk, lawn s. utilities and o the r ite ms damaged by this constru ction activity. 8) The contractor shall be responsible for obtain in g all require d tests and shell submit reports by an independent testing laboratory approve d by the engine er. Should any te st fail to me et specitca nan as shown herein, the contra ctor shall. et his expen se, correct all deficien t wo rk an d su bmit laborato ry test results sho wing compliance with these specifications. 9) All work shall be pe rfor med in a workman like manne r and shall con fo rm with all applicable City, County. Stale nth Federal regulations and/or Codes. The contr actor shall obtain all permits an d licenses required r'0 beg in work. 10) The contractor shall visua lly exa mine the constru ction site to determine the amoun t of clearing and existing facilities to be replaced, removed and/o r relocate d which ma y be re quired in o rde r to complete the work. 11) The contractor shall give the engineer 48 hours nonce prio r to requestin g requ ire d inspectio ns and shall supply all equipment n ecessary to pro perly test and ins pect the comple ted work. 12) The contractor shall guarantee all work and mate rials fo ra period of onyea r fro m the date of project acceptan ce, during whic h all fau lty estruction and/or ma terials shall be corrected at the con tractors x pense 13) All work shall be accomplishe d in a sa fe and workmanlike manner. Th e contractor shall comply with all applicable la wn and regu lations o f an y public and/or priv ate body hawin g jurisdiction for the safety of persons or property or to pmtect them from damage. in jury or loss and shall erect and main tain all ne cessary safeguards fo r such safety an d protec tion. The respon sibility for projec t safety rots solely end specifically with An contrac tor. Local age nc ies an d their employe es and agents ore specifically indemnified and held harmless from any ac tio ns of the con tractor relatin g to the safety procedu res impleme nte d durin g construction and from an y claims brought by any persons regarding sa fety. pe rsonal inju ry or pro perty damage. 14) Minimum Cons truction In spection Checkpoin ts: 1) Prior to any major deviation from the approved plans 2) Prio r r'0 backfilling of any trenches co ntainin g hydraulic con duits so that join tin g may be mutually appro ved 3) U pon completion of snbgrode compacting 4) At the time of delive ry of base ma lrna l 5) Upon co mpletion of the base an d prior to primin g 61 Immediately prio r to an d u pon the first and second applications of the plant mixe d wearin g course 7) Upon completion of construction, a final inspection will be made wish pro ject re presenta tive 15) A ll unsuitable material such as muck, marl and debris shall be removed fro m the limits of construction and legally disposed. AI the en gin eer's directio n, mu ck may be sto ckpiled on the site at de sign ate d loc atio ns for use in lan dsca ping. 16) All material end equipment to be furnished an d/or installed by the c onvector fo r this pro ject shall be guaran teed for a period of on e year from the date of fina l acce ptance there of, against defec tive materials, de sign and workmanship. U pon receipt of no tic e from the owner of failure ofan y par of the guarenleed equipment or materials during the gu aran tee pe riod, the affecte d port, parts or ma terials shall be repla ce d pro mptly .with ne w pa rts or mate rials by the cont enter et no expense to the inner. In the e vent the ontractor fails to make the necessary replaceme nt or repairs within ye n (7) days after notifica tion by the owner, the owner may accomplish the wo rk at the expense of the contractor. 17) The contractor shall comple te " as -built" informa tion relativ e to pipe lengths, materials and any deviation fro m plans and provide a copy of such to the own er and engineer for final acceptan ce of the con tracto r's work. YIN. C01FR TO RIGID PAVEMENT, H SP0NUUNE 4' FOR 12'-24' PIPE B' FOR 30'-60' PIPE FINAL BACKFILL YIN. COVER 10 F)EXIBIE PAVE MENT, H INITIAL BAO01LL HAUNCH BEDDING SUITABLE SUBGRADE NDIES 1) All PPE 0051015 SLNL BE 05101100 M ACOtlm ANDE MM ASIA 02.321, ' STANDARD FRAME 0OR O AERI6A00 1101A114101 DE TER IOPLA31C PPE FIR SENDS 0100 01FER GUSTY 0100 MPINAn0 5, IA1E51 ADME N 2) MEASURES SCU D BE TAKEN 10 PREVENT M(RAN01 0 BARR FRE5 INTO BARTH. YA10 0N, IREN REWIRED RUM R 905SAX. MERE IRE TENCH BOTTOM 0i UNSTABLE THE =BRACER SAL E 006111E TO A DEPTH =RED BY NE EMBER AND REFUSE MTH SWAM MATERIAL AS S EFE0 ET TIE ENGINEER AS NI ALIENNAIOE A10 AT RE 0910110 1 611E :EDGE 911491101010010 1 BOTNM MAY E SIAHDED MING A MOTORS MATEAA 4) =EEG HATABLE MATEIDAL HULL E HAS L 9 0i 0 llf O NIRACTOR SAL PROVIDE OOaRONTAT M 0 MAIEAAL 0EOF11G1KN 10 ENOR R CHESS OMBME MOM BT ME ENa6EER, ICB M BORING 1H00ESS SHAH E 4' FOR 4' -24' PPE 6' KR 310-50' PPE 5)46811023010016 WIPE • SLIME MAMMAL HULL BE CLASS I, 1 OR M 0 THE PPE 20E CCHEM0 NOT LESS 11405 C ABOVE CiEYN DP PPE RE CONIRAC1OE S AL PROVID E 0001114151190 10110103111 RECIRCATICI4 10 DORM MU RAL SAL BE PETALLED AS EEIRD N ASIA 02321, LAT EST FR OM 6) HUMS COVER MEN COVER. H M NOF1RM BC /MIDAnRS (EMS OR L 64020096 AREAS) 00 12' FROM 1E TIP E PPE 70 MOUND SAME AO 11060L LAYER MAT BE EOJO1 10 PEVENT n narATION. FOR RARE AFRICANS; 11011/UM 1014A, N 6 15' LP 1D 48' DIAMETER PP E AID 24' CF OVER F20 54' -60 ONE IER PIPE, MEASURE➢ FROM TOP OF PPE nR DOTER IF 10081E PAYMENT OR TO 110 00 AGO PAVER:HI TRENCH AND BA CKFILL DETAIL REV. 2.50 12'OIA PERFORATED PIPE ELEV. 0.50 N0. 4 CLEAN, WASHED ROC( N.T.S. GRADE VARIES 10 N. T.S. 24" N YLOPLA ST DRAIN BASIN UPSTREAM INFLOW CLEAN-0UT RECOMMENDED PREFABRICATED BAFFLE INLET ORATE OR SOLID UD VENT RECCYIIENOEO a AR e TO anu RARON TRENCH 24' DIAMETER (TYP.) NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET X EX ISTING EXFILTRATION TRENCH DETAIL EAFILTRATION TRENCH LENGTH = 34' NOTES 1. 2. T0PE 57 ROCK IS DI ACCEPTABLE FOR USE IN EAFI11RATI0 TRENCH ALL FILLER FABRIC SEAMS 10 HAVE MIR. 140 OVEIOAP COARSE ROD( WRAPPED M YIRAFI 140 NL FILLER FABRIC OR APRONS) EQUAL ELEV. x50 12' OA PERFORATED PIPE REV. 0.50 N0. 4 CLEAN, WASHED ROCK X 24" SOLID LID e 'k - STANDARD APPROX . DRAIN AREA = 194.60 MIN. APPROX WEIGHT MATH FRAME - 124.00 IBS STANDARD GRATE HASH -25 HEAVY DUTY RATING 00440 COVER HASH -25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H-10 MEDIUM DLITT RATIN0 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 MATERIAL DUCTILE IRON PAINT: CASTINGS ARE FURNISHED M1H A BLACK PAINT LOCKING DEWS AVAILABLE UPON REQUEST PRICE INCLUDES FRAME t CRATE/COVER 6' IC' CAST mO DR ATE �11•A '1 �I t, 0 0 S0AwM9 M-30) RA1B1 01A NAMA-all 91N01 t100D OVATE COM M POP FIST ACCESS PEESRLN 01-10) ROM ORONA A:0 - 51.19 50 001 E AILTRA0ON 1RENCH LENGTH = 30' SRO CRATE 1P DOM. M ONGRATE 340410. MAIE R.N. 3441 co mpel n: 9 501 Ala - CAS 00B PI ER 00510c AM Man MM A aux PAM TYPE OF GRATES k INLETS TO BE COOFSINAIED WITH ENGINEER t LANDSCAPE ARCHITECT PIPE MATERIAL MAT BE PVC, ADS NOS, OR APPROVED EQUAL NOTES 1. T1PE 57 R OC( IS En ACCEPTABLE FOR USE A E F111RA0 O4 TRENCH 2. ALL FILTER FABRIC EARS 10 HAVE MIN 12' OVERLAP X COARSE ROCK WRAPPED IN MIRAFI 140 NL FILLER FABRIC OR APPROVED EQUAL PR OPOSED EXFILTRATIO N TRE NC H DET AIL N.T.S. ARE A DR AIN DET AIL NTH. MOM ALL .131(13 01 05 E CR UM■M WWI Hie PC OP DIG AMMO ECM HIE PUT MR CAEt N STd 48 HOU RS BEFORE DIGGING CALL 1-500-432-7770 SUNSHINE ST ATE ONE CALL OF FL ORI DA, INC. m em los tioso fu. foot,* o congeal is S) FAE 000190 PER RESPEO0L 0 991 PLAY 9E@ NN6 6 5Y51Fi *10 MEP PIPE 500 M0 w1EA4 PER PI NT 9EE W AR 00 PEP RPM MEE RUM. 5014E9Y0000AN MT+DMD 0199040. . NL 1 100/0051 SGIL E 'PRO 01 ' 0R :FINS 0' 100E PVC 0-2 00 . 16 DR 9m PSC 0001 0-1010 BELL NO MOOT A NTS ASS Amankel0 2059040116,01080 OP 000 0 DIRECT RISER INLET: TYPICAL INSTALL ATION APPROVED SET OCT 2 2. 2020 TOWN OF GULF STREA M, FL SEp ED'S row!? of 14 2020 Gulf FL ) 07 Pr oject I nf ormati on U U z V Smith Residence Gulf Stream, Florid 555 Old School Road Revisions 2 4 6 7 10 Chad IN Grub. FL P.E. N o. 57466 Sheet No . 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UB = UTTUTY BOX O RB = OFFICIAL RECORDS BOCK A/C = C ONCRET E A/C PAD C EN = C ONCRET E PAD FOR G ETERAT OR 7FE NORTH LAE OF LOT 3 /S ASSLAED TO BEAR N90 °00U7E AS SHOW N ON RAT BOOK 3; PACE- 53 +V.37 = ELEVATIO N BASED ON NORT H AAE77CAN VERTICAL DATUM ras a SO URCE 7-AET CP S SE7 WO0'C ' FL OOD Z O\E AE (EL 6) CO Ma[NT Y PAFFL NO 1250/9 MAP N O.: 120990098E MAP DAT E OCTOBER 4 2017 ALL mesons SHOW N BASED O4 STANDA RD US FOOT ALL AXLES AN D OAENS ONS ARE HAT AM AEASLR D LN E SS STATE D 07IERIYIS: NS SU RVE Y HAS AC E VED A APM .M LEVEL OF CLO SL E CF 1 FOOT N 5/1270 rttI AS R ECL.6WD F OR C O9ER CIAL/7 -I07 R57C PROPERTY C LOS FE WA S Al2-WVED B ASED ON A REDLWAA CY OF A£ASIiLEN/ S F OR VERTICAL /IDN ZOVTAL AIA0 4/45LAR DAEM ONS N7 TITLE WAS REVIEWE D OR SEARCH C TFE RELIC RE CO RD S WAS MADE N REGA RD TO pp� EAR THAT MAY AFFECT SIBECT P 6$ I $$ * NO RES URFACE L ._A RC H WAS MADE FO R U/IIIT ES 0R U.M FO7/L/t DESCRIPTIONt I J LOT 2 KV. P ORE S EUVS207 ACCORDI NG TO 7AE FLAT 7FE£CF AS REIXA 4/XD N PLAT BO OK 3; PACE 55 H�lC REC ORDS Q' PAL M BEACH CO UNT Y, FLORIDA I APPROVED SET OCT 2 2 2020 241 24 TOWN OF GULF STREA M, FL MAP OF AS —BUILT SURVEY S 7E ADDREM 555 LLD SCHOOL ROAD, GULF STREW FLC PLL4 33483 PARC EL M7_• 20-4 ,3-46-03-13-000-0020 14107 CWIBY 7HAT 7H5 SIRVEY WAS WOE LW& 47 1E CRAKE A1 0111E75 7F E SEAWARDS OF FaAcn0E A5 5E7 F ORTH BY TEE FLO HOA BOARD OF PRO` ES00040 51010/770 NO WPM%N C HAPTER 57-17, FLORIDA A DINSTRAT7YE OWE PWSW. N TO SECTIL0 472027 , FLORDA STATUT ES 17.ffr PAUL O. ENGL E N OT MO WNW,' T>E 90AS E AM SURVEYOR & MA PPER #5708 TI0 000. PANS) SEAL 0FA ELOROA LISENSED SU:WSW MO {1.4,02 O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION 116353 SURVEYOR AAD /UPPER IN R ESPLVSBL E CHA RGE: PAUL O. ENGLE 955 MW . 17TH AVEVE, SLATE K -L DELRAY PEACH F1OP/OA 33445 (561) 276-4501 732-3279 FAX 276-2390 5/ 44 DATE OS SIR1Y AUGUST R 2020 SILO BOGS PACE IA 2179 44 /EN4II N/0/70 - ADD PE E LCCA7KY6 =KO f= V• � � 20-342' TOWN OF GULF STREAM SITE D ATA TABLE Gross Lot Area 28547sgf tt Effective Lot Area 25367 sqf t FAR Calculatio ns EXISTING DEMO NEW NET 1si Floor Living 4119 sqft N/A 1521sgf 5640sqft Ceilings over 15' (double) 2' Floor Living N/A N/A 354sqft 354sqft 1St Floor Covered (porches, overhangs > 21/2) 618sqft N/A 618sqft 2nd floo r Covered N/A A wnings > 3' a nd screen encl. (g 5 N /A Ga rage 810sqft 810sgf t 815sqf 815sqft Gross Floor Area 5547sqft N/A 1526sqf 9427sqft Out Buildings N/A T otal Floor Ar ea Proposed 7427sqft First 20,000 X . 33 6600sgf t Over 20,000 X .20 1073sgf t Total Allowa ble FAR Per Ma nu al 7673sqft Total Hards cape Area 6 8 8 2 s g f t Required Landscape Area (Mt size x 40%) 10146.8sgf t 40% Actual % Landsca ped Open Space Area 11412 sqft 45% RECEII/EDI SEP 14 2020 Town of Gulf Stream, FL TOWN OF GULF STREAM PAL M BEACH COUNTY, FL ORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LY ONS, JR . JOAN K. ORTHWEIN D ONNA S. WHITE STATE OF FLORIDA COU NTY OF PALM BE ACH TOWN OF GU LF STREAM AFFIDAVIT Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR RECEIVED `I SEP 14 ?020 Town of Gulf Stream, FL BEFORE ME THIS DAY PERSONALLY APPEARED M . MARK MARSH , WHO BEING DUL Y SWORN, DEPOSES AND SA YS TH AT THE ACCOMPANYING LIST OF PROPERTY OWNE RS, MAILING A DD RESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, *(fo r N. O cean O verlay, Demoliti on, Land Clea ring, Signs and Site Plan Review (2) within 300 feet, *(for V arian ces or Appeals) (3) adjacen t to *(for Special Ex ceptions) TH E BELOW D ESCRIB ED PAR CEL OF LAND IS, TO THE BEST OF HIS K NO WLEDGE, COMPLETE AN D ACCURATE AS RECORDE D IN THE LATEST OFFICIAL TAX ROLLS IN THE PA LM BEACH COUNTY COURTHOUSE . *street and waterways are exc luded fro m this distan ce THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: LOT 2 H . V . POPE SUBDIVISION, ACCORDING TO THE PLAT T TN PLAT BOOK 31, PAGE 53, PUBLIC RE FU RTHER A FFIAN T SAY ETH NO T: SWOR N AND SU BSCRIBED BEFORE ME THIS _ / 1961 ;_1�'► CHRISTINA RANFI Notary Public - State of Florid s j�i` Commission 1 GG 931091 fl .. My Comm. Expires Nov 12, 2023 Bonded through National Notary Assn. okuLA 64t RECORDED ALM BE tI COUNTY, ORIV (N OTARY PUBLIC) 100 SEA ROAD, G ULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM PALM BEACH COUNTY, FL ORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR . JO AN K. ORTHWEIN D ONNA 5. WHITE STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) AGE NT AFFI DAVIT Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY L. DUNHAM T own Clerk RITA L. TAYLOR REc I vED SEP 14 2020 Town of Gulf Stream, FL BEFORE ME TH IS D AY PERSONALLY APPEARED (Owner) MR. & MRS . JOHN SMITH , WHO BEIN G DUL Y SWO RN, DEPOSES A ND S AYS: TH AT THE PER SO N(S) OR COMPAN Y OR FI RM LISTE D BELOW HAVE TH E CONSENT OF THE OWNER OF THE PROPERT Y LISTED BELOW TO REPRESENT THE OWNER OF SAI D PR OPERTY AS A GENT FOR SITE PLAN REVIEW WITHIN T HE TOWN OF G ULF STREAM . THE SUBJECT PROPERTY IS LEGALLY DESCRIBE D AS FOLLOWS: A GENT'S(S) NAME: M. MARK MARSH COMPANY OR FIR M N AME: BRIDGES, MARSH & ASSOCIATES 18 VIA MIZNER A GENT'S ADD RESS: PALM BEACH, FL ##$*) AGENT'S PHON E: 561-832-1533 FURTHER AFFIANT SAYETH NOT. (Owner Sign ature) SWORN AND SUBSCRIBED BEFO RE ME TH IS DAY OF , 20_ (NO TA RY PUBLIC) 100 SEA ROAD, GULF STREAM , FLORIDA 33483 .111111111111111111111 CF R 2013011014t. OR BK 25855 PG 1383 RECORDED 83/89/2813 88:33:5-7 t'alm B each C ounty, Florid a ANT 2,388,888.88 Doc Stamp 16,188.88 Sh aron R. B ock, CLERK & COMPTROLLER Pgs 1383 - 1384; (2pgs) WARRANTY DEE D This Instrument Prepared by: Evan D. Seif, Esq. Breier, Seif, Silverman & Schermer, P.A. . .30 Ponce De Leon Boulevard, Suite 1125 Coral Gables, Florida 33134-6919 Property Appraisers Parcel Identification (Folio) Number(s): 20-43-46-03-13-000-0020 THIS INDEN TU RE, Made this a -S day of February, A. D. 2013, BE TWEEN JOHN T. CONNELLY, JR . and BESSIE B. CONNELLY, his wife, of th e C ounty of Palm Beach, in the State of Florida, pa rties of the first part, and JOHN M. SMITH and JOR GE f 1 E SMITH, his wife, of the County of Palm Beach, in the State of Florida, whose post office addr ess is 555 Old School Road, Delray Beach, Florida 33483, parties of the second part. WITNESSETH, That the said parties of the first part, for and in co nsideratio n of the s um of TEN an d 00/100 ($10.00) DOLLA RS, to them in hand paid by the said parties of the second part, the receipt whereof is hereby acknowledged, hav e granted, bargai ned, and sold to the said party of the second part, their heirs and assigns forev er, the follo wing described land, sit uate, and bei ng in the Coun ty of Palm Beach, State of Florida, to -wit: Lot(s) 2, H. V. POPE SUBDIVISION, accordin g to the Plat thereof on file in the office of the Clerk of the Circu it Cou rt in and for Palm Beach County, Florida, recorded in Plat Bo ok 31, Page 53. Said lands situate, lying and being in Palm Beach, County, Florida. Subject to conditions, restrictions, limitation s, reservation s, and easements of record, if any, but any such interests that hav e been termin ated are not hereby reimposed and su bject to applicable zonin g ordinan ces, taxes and assessmen ts for the year 2013 and su bsequent years. And the said parties of the first part do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WIT NESS WHEREOF, The said parties of the first part have herd to set their hands and seals the day a nd year first abov e written. Signed, sealed and deli vered in the presence of: Pc, -cam cP F ted Name Printed Name ro—dzooacf d P ame Prin ted N ame STA TE OF FLOR IDA ) COUNTY OF &t R Yl ) L.S. T. CONN LL Y, JR . 60 N. Ocean Boulev ard, Unit No. 7 Gulfstream, Florida 33483 -r/m4f BESSIE B. CONNELLY 3960 N. Ocean Boulevard, Unit No. 7 Gulfstream, Fl orida 33483 I hereby Certify that on this day, before me, an officer duly authorized to admi nister oaths and take acknowledgments, personally appeared, JOHN T. CONNELLY, JR. a nd BESSIE B. CONN ELLY, his wife, described in and who ex ecuted the foregoing instrument, who acknowledged before me that they executed the sam - that I relied upon the ollowing form of identificati o t of the abov e -named persons: `chat an oath s) (was n ot) taken . pe rSo-v.a-1 Witness my hand and o fficial seal in the County and State last aforesaid this February, 2013. NOTARY RUBBER STAMP SEAL: SORAYA E RAFOSO [jig.* MY COMMISSIONS EE 198094 EXPIRES: September 12, 2016 tip Bonded Thor Notary Public Underwriters i KACLIEWTS.CICON NELLY1Rcsd-Est-20131Wamnry -Deed. wpd a day of Page 1 of 1 Property Appraiser GIS - PCN listing 8/31/2020 Buffer: S 20434603130000020 Buffer:25 20434603000010010 20434603130000030 RECEIVED -1 SEP 14 2O? Town of Gulf Stream, FL 20434603000010010 LITTLE CLUB INC 100 LITTLE CLUB RD DELRAY BEACH FL 33483 7515 25 20434603130000030 SORENSON RICHARD W JR & 455 OLD SCHOOL RD DELRAY BEACH FL 33483 7415 20434603130000020 SMITH JOHN M & 555 OLD SCHOOL RD DELRAY BEACH FL 33483 7417 25 RECEIVED SEP 14 2020 Town of Gulf Stream, FL 0010 1 0012 0012 icu 0040 0040 woo 10 13, 0020 2 0090 9 0120 0080 30 3 0010 0010 0010 0040 4 Old Scho ol Rd RECEIVED SFP 14 2020 Town of Gulf Stream, FL 14-000-0010 14 0050 5 0060 6 0070 7 D 0050 5 — O — 0060 0060 0040 4 0030 13 Gulfstream Rd 13 Dorothy Jacks, CFA Palm Beach County Property Appraiser No tes: Lo cation: Downtown Serv ice Ce nte r 0 25 50 100 150 200 Map Scale Fee t Pro duce d on: 8/31/2020 Key Se lected Parc els 1o0 ow 300 ins 500 Others _ 200 - 400 NOTICE OF APPLICATIO N FOR DEVELOPMEN T APP ROVAL NOTICE IS HEREBY GI VEN that the Ar chitectural Review and Planning Board of the Town of Gulf Str eam will hold a Public Hearing on THURSDAY, OCTOBE R 22, 2020 AT 8:30 A.M., in the William F. Ko ch, Jr . Commission Chamb ers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at whi ch th e following will be considered: An application submitted by M. Ma rk Mar sh, Bridges, Marsh and Associat es, as agent for Mr. & Mr s. John Smith, own ers of property lo cat ed at 555 Old School Road, Gulf Stream, Florida 33483, l egally des cribed as Lot 2, H. V. Pope Subdivision for the following: LEVEL 2 ARCHITEC TU RAL/SI TE PLAN REVIEW to permit 1,875 sq. ft. of additional living area to existing single family dwelling with a 3 car garag e. The Architectural Review and Planning Board shall make a final decision regarding the subject application at th e me eting notice d above. T he meeting may be adjourned from time to time and plac e to plac e as may be necessary to h ear all partie s and evidence. The c omple te application materials ar e on file in the Offi ce of the Town Clerk loc ated at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular busines s hour s, which generally inc lude non -holiday weekdays from 9:00 A. M. to 4:00 P.M . ALL PAR TIES INTERESTED IN THESE MA TTERS may appear before the Arc hitectural Revie w and Planning B oard of the Town of Gulf Stream at the time and place aforesaid and be heard. SHOULD AN Y INTERESTED PARTY SEEK TO APPEA L ANY DECISIO N MADE BY THE AR CHITECTU RAL REVIEW AN D PLA NN IN G BOAR D W ITH RESPECT TO ANY M ATTER CONSIDER ED AT THE PUBLIC HEARING, SA ID PARTY WILL NEED A RECOR D OF T HE PROCEEDIN GS, AND FOR SUCH PU RPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF TH E PROCEEDING S IS MADE, WHICH R ECORD INCLUDES THE TESTIMONY AND EVIDENCE U PON WHICH THE APPEAL IS TO BE BASED . 286.0105, F.S.S. Dated: Octobe r 1, 2020 TOWN OF GULF STREAM Rita L. Taylor Town Clerk NOTICE OF APPLICATIO N FOR DEVELOPM ENT APPROV AL NOTICE IS HEREBY GIVEN that the Ar chitectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDA Y, OCTOBE R 22, 2020 AT 8:30 A.M ., in the William F. Ko ch, Jr. Commi ssion Chambers of th e Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be consid er ed: An appli cation submitted by M. Mark Mar sh, Bridg es, Mar sh and Associates, as agent for Mr. & Mrs. John Smith, owners of pr operty located at 555 Old School Road, Gulf Stream, Florida 33483, legally described as Lot 2, H. V. Pope Subdivi sion for the foll owing: LEVEL 2 ARCHITECTURAL/SITE P LAN REVIEW to p ermit 1,875 sq . ft. of additional living area to existing singl e family dwelling with a 3 car garage. The A rchitectural Review and Planning Board shall make a final decis ion regarding the subject application at the meeting noticed above. The me eting may be adj ourn ed from tim e to time and place to place as may be necessary to hear all parties and evide nce. The complete applicatio n materials are on file in the Offi ce of the Town Clerk locate d at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, w hich generally include non -holiday weekdays from 9:00 A. M. to 4:00 P .M . ALL PAR TIES INTER ESTED IN THESE MAT TERS may appear before the Arc hitectural Review and Planning Board of the Town of Gulf Stream at the time and place aforesaid and be heard. SHOULD A NY IN TERESTED PAR TY SEEK TO APPEAL AN Y DECISION MADE BY THE AR CHITECTURAL REVIEW AND PL ANNING BOARD WITH RESPECT TO ANY MA TTER CONSIDER ED AT THE PU BLIC HEARING, SAID PARTY WILL NEE D A RECOR D OF THE PROCEEDIN GS, AND FOR SUCH PUR POSE, MAY NEED TO INSUR E THAT A V ER BA TIM R ECORD OF THE PR OCEEDIN GS IS M ADE, WHIC H RE CORD IN CLUDES THE TESTIMONY AN D EVIDEN CE U PON W HICH THE APPE AL IS TO BE BASED. 286.0105, F. S.S. Dated: Oc tober 1, 2020 TOW N OF G ULF STREAM Rita L. Taylor Town Clerk Town of Gulf Stream Pre -Application Checklist: Le vel II Owner's Name: f►1t` Y/1 Address: j:5-9- G=1 / c) 001 P ART 1. APPLICATION REQUIREMENTS To be completed by Town St aff during pre -applicati on c onference. A. Re view and Appr oval Processes 1. N. Ocean Overlay Permit 2. Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review 5. Demolition Permit 6. Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review RECEIVED 11 SEP 14 2020 own of Gulf St 9. Sign Review ream, FL X9` ,6. Site Plan Review, Level II 11. Site Plan Revision 12. Special Exception Review 13 . Subdivision Review 14. Variance Review 15. Rezoning Review 16. (Other) D. „NNIll. ati.,i 1 iriaaci la.a NUM BER OF COPIES REQUIRED APPLICATION MATERIAL OFFICIAL REC NEED USE ONLY REC REV 6) 1. Completed Development Application 2. Fee of) two'+ / j, + + _ /, 0 l)-- - ( 12 3. Generation Location M ap (on site Plan) ' 12� 4. Site Plan (2 full size, 10 reduced to 11x17*) ` 62) 5. Building Elevations (2 full size, 10 reduced*) 12) 6. Floor Plans (2 full size, 10 reduced*) 612) 7. Roof Plans (2 full size, 10 reduced*) (1) 8. Perspective and/or Color rendering (Recommended for meeting) �f ` (l 9. Drainage Plan (if site is altered) lZ/ 1 10. Landsca pe Plan (2 full size, 10 reduced*) 10a. Certificatio n that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition 11. Se ptic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 13. DOT Landscape Permit (A1A) 14. Survey (11" x 17") • 15. Subdivisio n Plat 16. Concurrency Documents (1) 17. Proof of Ownership (warranty deed) 6) 18. Agent Affidavit i2 19. List of Adjacent Propert ners i' Envelopes j --'' 20. Property owners withi 25' 00' (stamped addressed envelopes, no return a ress) 1 1;7 21. Property Owners Affidavit � , Set) 22. Photos of Existing Home (if applicable) .. 1- 23. Construction Traffic Management Plan: Prior to Pe rmit 1 24. Damage Bo nd: Prior to Permit • Ib If II *NOTE: Whe re multiple copies of a drawin g are re qu ired, two copies s ha t a an orig�n a u size (24" x 36") dra win g which is s igned and seale d. All other c opies shall be reduced to 11" x 17". Please refer to the instruction fo r more detailed information. X:\DEPUTY SHARED\Forms\Bldg & O cc Reg Dept Forms\Leve l 2 Pre-Appl. Ckist.. doc Page 1