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DRAWINGS: 011"Iw DEMOLITION & OVERALL LAYOUT , W FIRST & SECOND FLOORS GENERAL NOTES: 1) This is a "Builder's Set" of construction drawings. It is not the intent of these drawings to show every detail of construction. The builder shall be responsible for supplying additional and supplemental information required to complete this project. It shall also be the builders responsibility to check, verify and coordinate all dimensions, bearing points and loads, construction details, notes, addenda, etc. for all phases of construction required to complete this project. 2) If any errors, omissions and/or contradictions appear in these construction drawings, specifications, and/or any other documents, than the builder shall notify Gator Engineering Services, in writing of such error, omission and/or contradiction. Giving of such notice, or failure to give notice, does not relieve the builder of his responsibility to check, verify, or coordinate dimensions, or the results thereof, and for the cost of rectifying same. 3) Wherever conflicts, discrepancies or ambiguities exist in the working drawings, schedules or notes, they shall be brought to the attention of the Gotor Engineering Services, Inc. for correction and/or clarification. 4) Verify all dimensions before proceeding with work. Do not scale drawings. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of conflict, notify engineer before proceeding. 5) Proposed substitution, design alternatives or changes proposed by the contractor shall be approved by the engineer— of—record prior to any pertinent work is performed for substitution. 6) All work shall be performed in strict conformance with all Federal, State and Local building codes. 7) All work should be conducted per the requirements of the 2010 Florida Building Code along with Palm Beach County Amendments. 8) Site and construction safety is the responsibility of the contractor, as well as the safety of his employees and the safety of the employees of all subcontractors and authorized visitors to the project. STRUCTURAL NOTES: WOOD: 1) All structural wood members shall be Southern Pine #2 or better. All structural lumber shall have min. bending stress rating of 1400 psi. min. unless otherwise specified. 2) All wood in contact with masonry, concrete, or steel shall be pressure treated. Provide an approved moisture vapor barrier between the concrete or other cementitous materials and the wood per code. 3) Use galvanized nails only for exterior wood work. STUCCO: 1) All stucco scratch coats shall be allowed 24 hours drying period. REMOVE AND REINSTALL EXISTING DOWN SPOUT 1 ` EXIST. MASONRY WALL FIRST FLOOR PLAN N SCALE: 1/4"=1'—O" NOTES: 1. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. EXISTING MASONRY WALL TO REMAI t WHERE CEMENT PLASTER IS TO BE APPLIED TO LATH ,TWO LAYERS OF AN APPROVED WATER - RESISTANT BARRIER SHALL BE INSTALLED. P 1404.2.1 FBC -10. ih CONTRACTOR OR OWNER/BUILDER A SHALL REVEAL DAMAGED AREAS FOR INSPECTOR AND DESIGN PROFESSIONAL TO VIEW. REQUIRED REPAIRS SHALL BE MADE BASED ON RECOMMENDATIONS OF DESIGN PROFESSIONAL AND INSPECTED WHEN COMPLETED. COMPLY WITH SECTION 506.2 FLORIDA BUILDING BODE EXISTING BUILDING -2010. REPLACE EXIS ATION AS REQUIRED IN SAME KIf \-5/8" THK. TYPE 'X' DRYWALL X2 FIRESTOP 5/8" THK. TYPE 'X' DRYWALL \--1/2" THK DRYWALL BOTH SIDES w -�x4 gh 24" O.C. STUD WALL (NON-BEARING) ® 00 ih \-;/2 DRYWALJ_ ON 1x2 FURRING NOTE:- PROVIDE 2 ROWS TEMPORARY SUPPORT TRIPS ®24 O.C. tiV/ SHORING JACKS PROVIDED AT 4'-0" O:C. A WITH A 4X4 WOOD BEAM USE FOR SUPPORT OF EXISTING ROOF TRUSSES 6'-4" REMOVE AND REINSTALL MATCH E . PLYWOOD NEW 2X10 FLOOR RAFTERS ® 1'-0" O.C.—\ F . EXISTING DOWN a�POUT 11FLX5,LNEWW —o 2�" W. ®---tDESIGI�j 6'-8" H. DOOR Tot ED IND P.C. "W 1+41 0 # SQ. Fl. ESURE Lu 5/8" THK. TYPE 'X' DRYWALL AR A F WORK = d Z ONE SAWCUT AND REMOVE EXIST..2x10 NOTE: PROVIDE 2 ROWS TEMPORARY SUPPORT wz�� M.- k A <( W/ SHORING JACKS PROVIDED AT 4'-0" O.C. 'no DEMO BOTH STORAGE & W.I.C. ON BOTH THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE WITH A 4X4 WOOD BEAM USE FOR SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY 1st & 2nd FLOORS FROM FIRST FLOOR 2x10 ®12" O.C. FLOOR J01; SUPPORT OF EXISTING FLOOR RAFTERS — — — — SLAB TO EXISTING ROOF TRUSSES. A /31/1 PER BUILDING DEPT. COMMENTS Q I O REMOVE AND REINSTALL Terra SCERIED& (R(EMOVECA D REPLACES ( EXISTING DOWN SPOUT 51 w (1) JUNCTION BOX o' I Co i A WP I I N � l �w NEW 2- " W. 6'-8" H. DOOR c1,101DESIGN ND P ESURE `o II P.C. 41. #/SQ. F T. 1A-0" I z ONE25#/SQ. T. _71 a• i R 1/2- THK DRYWALL 00 I� I I ' � I• I i i REMOVE AND EINSTALL II Co EXISTING DOWN SPOUT II : 011"Iw DEMOLITION & OVERALL LAYOUT , W FIRST & SECOND FLOORS GENERAL NOTES: 1) This is a "Builder's Set" of construction drawings. It is not the intent of these drawings to show every detail of construction. The builder shall be responsible for supplying additional and supplemental information required to complete this project. It shall also be the builders responsibility to check, verify and coordinate all dimensions, bearing points and loads, construction details, notes, addenda, etc. for all phases of construction required to complete this project. 2) If any errors, omissions and/or contradictions appear in these construction drawings, specifications, and/or any other documents, than the builder shall notify Gator Engineering Services, in writing of such error, omission and/or contradiction. Giving of such notice, or failure to give notice, does not relieve the builder of his responsibility to check, verify, or coordinate dimensions, or the results thereof, and for the cost of rectifying same. 3) Wherever conflicts, discrepancies or ambiguities exist in the working drawings, schedules or notes, they shall be brought to the attention of the Gotor Engineering Services, Inc. for correction and/or clarification. 4) Verify all dimensions before proceeding with work. Do not scale drawings. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of conflict, notify engineer before proceeding. 5) Proposed substitution, design alternatives or changes proposed by the contractor shall be approved by the engineer— of—record prior to any pertinent work is performed for substitution. 6) All work shall be performed in strict conformance with all Federal, State and Local building codes. 7) All work should be conducted per the requirements of the 2010 Florida Building Code along with Palm Beach County Amendments. 8) Site and construction safety is the responsibility of the contractor, as well as the safety of his employees and the safety of the employees of all subcontractors and authorized visitors to the project. STRUCTURAL NOTES: WOOD: 1) All structural wood members shall be Southern Pine #2 or better. All structural lumber shall have min. bending stress rating of 1400 psi. min. unless otherwise specified. 2) All wood in contact with masonry, concrete, or steel shall be pressure treated. Provide an approved moisture vapor barrier between the concrete or other cementitous materials and the wood per code. 3) Use galvanized nails only for exterior wood work. STUCCO: 1) All stucco scratch coats shall be allowed 24 hours drying period. REMOVE AND REINSTALL EXISTING DOWN SPOUT 1 ` EXIST. MASONRY WALL FIRST FLOOR PLAN N SCALE: 1/4"=1'—O" NOTES: 1. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. EXISTING MASONRY WALL TO REMAI t WHERE CEMENT PLASTER IS TO BE APPLIED TO LATH ,TWO LAYERS OF AN APPROVED WATER - RESISTANT BARRIER SHALL BE INSTALLED. P 1404.2.1 FBC -10. ih CONTRACTOR OR OWNER/BUILDER A SHALL REVEAL DAMAGED AREAS FOR INSPECTOR AND DESIGN PROFESSIONAL TO VIEW. REQUIRED REPAIRS SHALL BE MADE BASED ON RECOMMENDATIONS OF DESIGN PROFESSIONAL AND INSPECTED WHEN COMPLETED. COMPLY WITH SECTION 506.2 FLORIDA BUILDING BODE EXISTING BUILDING -2010. REPLACE EXIS ATION AS REQUIRED IN SAME KIf \-5/8" THK. TYPE 'X' DRYWALL X2 FIRESTOP 5/8" THK. TYPE 'X' DRYWALL \--1/2" THK DRYWALL BOTH SIDES w -�x4 gh 24" O.C. STUD WALL (NON-BEARING) ® 00 ih \-;/2 DRYWALJ_ ON 1x2 FURRING NOTE:- PROVIDE 2 ROWS TEMPORARY SUPPORT TRIPS ®24 O.C. tiV/ SHORING JACKS PROVIDED AT 4'-0" O:C. A WITH A 4X4 WOOD BEAM USE FOR SUPPORT OF EXISTING ROOF TRUSSES 6'-4" REMOVE AND REINSTALL MATCH E . PLYWOOD NEW 2X10 FLOOR RAFTERS ® 1'-0" O.C.—\ F . EXISTING DOWN a�POUT 11FLX5,LNEWW —o 2�" W. ®---tDESIGI�j 6'-8" H. DOOR _N H ED IND P.C. "W 1+41 0 # SQ. Fl. ESURE Lu 5/8" THK. TYPE 'X' DRYWALL 5/8" THK. TYPE 'X' DRYW = d Z ONE SAWCUT AND REMOVE EXIST..2x10 wz�� M.- k 1X2 FIRESTOP 'no FLOOR JOIST IN CLOSET AREA. REPLACE THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY 2x10 ®12" O.C. FLOOR J01; W/ NEW 2x10 ® 12" O.C. AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. A /31/1 PER BUILDING DEPT. COMMENTS cii I ZI O \ N 51 w o' I Co i � l _71 1/2- THK DRYWALL BOTH SIDES \--EXIST. 2X10 FLOOR RAFTERS FOR PORCH REMOVE AND EINSTALL TO REMAIN. Co EXISTING DOWN SPOUT II t(NON-BEARING) STUD WALL EXIST. MASONRY WALL SECOND FLOOR PLAN SCALE: 1/4"=V-0" DESIGN CRITERIA: ASCE 7-10 WINDSPEED: 170 mph EXPOSURE 'C' IMPORTANCE: 1.0 ENCLOSED LEGEND EXISTING WALL TO REMAIN ---------- EXISTING TO —'-------- BE REMOVED NEW 2x4 ® 16" O.C. STUD WALL NEW 2x6 ® 16" O.C. STUD WALL 1/2" DRYWAL,_ ON 1x2 FURRING STT PS ® 24 O.C. SECTION 'A-' SCALE: 1/2"=V—O" ASBESTOS R in accorc:arce with Florida Statuto, Section 376.60 this is to advis,v you of the owner's or operator's rMponsibility to GMF,%V with the state and r$i asbestos regulaticne, in ft F.& Ser tion 255 and 40 CPR 61— NESHAP requfnmeM. Requiroments include asbestos surveys aV=@q written notification to the: Palm Beach County 440afth 901 Evernia SWeat West Palm Beach, FfaWv Phone- 7UA r2r rif i0. 1 DAM= �3 t6 '/3 i'1urnbin R8"'Ca, o, star , Police Pierer r Processed bv: All vior: invotved on this ra,-rmit shall conform wqh ai! Cil cr �ayntun ?3oa h �ut:din�s Cc�iss WEST OP AND DRAFTSTOP TO CODE 0 �A,0 Z _N H ED CL a Lu 113a5, r 3 rr yrs . p S wz�� M.- k ©COPYRIGHT 2012 GATOR ENGINEERING SERVICES, INC. THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. A /31/1 PER BUILDING DEPT. COMMENTS cii I ZI O N 51 w o' I APR 1 2013 } FILE COPY BUILDING DIVISION El t Nar- ot,n STEEL SMIDING EITFWPORARY EXISTING ROOF STRUCTURE . FINN TO REMAIN. SHORE AS REQUIRED All Electrical work shall comply with the current adopted edition of the National Electical Code All electrical equipment shall be installed according to the 0 manufacture specifications and the NEC. Circuit protection is required to comply with NEC 240.4. •SIMPSON TS18 HURRICANE STRAP CSA EACH TRUSS Equipment shall be listed and labeled. N EXIST. OVERHANG Conductor sizes shall comply with NEC 310.15. "moi The total load shall not exceed the rating of the branch circuit per NEC 220.18. Arc fault protection is required per NEC 210.126. "(2) 2X4 TOP PLATE "SIMPSON SP4 HURRICANE STUD PLATE TIE , Q _--R-11 INSULATION — T50MPYOOTJ5P8STUCCO CCO ISwGYW00D O BE TERMITE TREATED. Pq N ww� -2x4 ® 16" O.C. STUD WALL [~ INSTALL (1) EXTRA LAYER OF 15# FELT TO EXTERIOR OF PLYWOOD SHEATHING A BOTTOM PLATE �. ,,,-2X4 BO -SIMPSON LSTA24 HURRICANE STRAP (� AT EACH STUD \----(2) 2X6 TOP PLATE 0 N -- 2x6 ® 16" O.C. STUD WALLS 0 0 5/8" THK PLYWOOD W/ 5`8" STUCCO LL_ z TO MATCH EXISTING. PLYWOOD TO D Q Z BE TERMITE TREATED. INSTALL (1) EXTRA LAYER OF 15� FELT � �-- TO EXTERIOR OF PLYWOOD SHEA RING 0 r ® U — d LLI R-11 INSULATION U m v z .�— LJ Q LLJ %S3LX34/ PLTOOERSEAT END ANCHORS W4"AE TBREUSED. 0 pp Q M J z 2X6 SILL PLATE __J Q m 0 U) `_--SIMPSON SP6 HURRICANE STUD PLATE TIEz ® EACH STUD (Q C) %- Q EXISTING FLOOR SLAB & FOUNDATION I— U W 0 TO REMAIN. m n U) m X z L_L_i O .. z NOTE: PROVIDE TEMPORARY SUPPORT E ----I O OF EXISTING ROOF SYSTEM WHILE CONDUCTING STRUCTURAL MODIFICATIONS m W In 00 H DRAWN BY: D.E.T. 3/11/13 I SCALE CHECKED BY: R.E.F. 3/11/13 NOTED JOB NUMBER 13-04 SHEET NUMBER REV. 1 OF 1 A �rrlsP oJ"• 01 2 t } W. NOTES. • y 16. 1 Reproductions of this map are not valid without the signature chd original raised seal 3 .c �,�' Rregot «od. a of a Florida Licensed Surveyor and Mapper.` 0 ro \ 2) Chicago Title insurance Company Commitment Number 50002640OAL, dated May 4, 2000 ��� -- ' � 4 ' ' � I pig lei. Q %% and updated February 5, 2001 was reviewed and incorporated into this survey. t .� 3) Descriptions shown hereon provided by the client and/or their agent. ,'Oct' uaahment I(�� (lt't:,�' . :. 4) Underground foundations and improvements were not located as part of this survey. c ' = a p Quo' halt wdkwoy 5) Overall parcel contains 784,895 Sq. Ft., 18.02 Acres, more or less.=; Goo< us� FetrtAt 6) The last date of field work was March 10, 2001. 7) The South line of Section 20 is assumed to bear S 88°02'21" W and all other bearings j _ • m, OAT E ` 48I "\E shown hereon ore relative thereto. y t' / 0 2 Fare 8 B graphic plotting only, property is located within an area having a Flood Zone Designation :r :� . p�° `s'�" eta, ) Y 9 P P 9 Y► P P Y 9 �� , of" A7" with a base flood elevation of 12, and Zone "B", by the Federal Emergency Management ":''' �, p / • e est \ ,�; t � � `t : '� , t t : r .' .> Agency (F.E.M.A.), on Flood insurance Rate Maps for The City of Boynton Beach, Florida • I' ti� / P R C E L° on Flood insurance Rate Mop Community Panel No. 120196 0004 C and 120196 0005 C 't / with a date of Initial Identification of 3 8 74 and revised 9 30 82, which is the Flood ' ,.44 mak' !/ `` `',� Insurance Rate Map for the community in which sold. Premises is situated. 9) Cable Television, Florida Power and Light, and Bell South Communicotions service this parcel via overhead utility facilities routed through the utility basements as shown hereon. All of these utilities are underground on this parcel and are Shown as delineated by the respective locations. LOCATION MAP •� r, .-•Y3•t 10)'Property is currently zoned R3 multi-forrilly with a density of 10.8 units per acre, s . , ' . i :: yvr; d - 42'36 5t i �/ / Ips _ 7' Venetian Park '/'r , , R - 532.9 Piot Book 25, Page 90, public / a / � � .• � 1 '' L = 396.40' records of Palm Beach, Cognty,.FWWo .. : ` i .. / _ � � �It';111 V-4 s r Asphalt Pm4nq , 1 a Drive Par" O � � i� � ••� �� � ,. � 111 �o�, \ t 1 Ulm;°°° �' //i/� ��•, - ___ --- i La165.47' . .. --- aed 4.14' -, -. /j % X• . _. �` �..e• R-532.97 Ix"PARCEL 5 Canai N13o 01"w \ 1.vt ` .,,� '� C iebeags , a• 6-15.49 25 . �/ / •�C / \'. -�• 1 ta4 (DESC.) S 11'38'51" W S 88 U2'21" W st e3 a /Y f / / / ` �� 1-- t"1 _ 1 ` 19.17 = .,,:.. ._ ___ to 4286 ._ .. _;xtTX �, P /� //%. / / / / j, �► \ �A \' ttratnage 1 t i 11 1. 111 a - �*�� E . _ _ - = -'ate' ---. ♦ �r / 1 1 1 ,1� 1 _. 14.03. 150.00 _ ____ ____ ___. w.- r, --�-- = �-- ._ \\\� s atm/ / / / \ i j 11 1 - «..& _ Olt«t -'" �gti�49 --.zs,� , \ �. N T ��j�,"' �` - _- /' ,10 d a & Ps"O ,d C ' .' Na . ' :, / 'C / / . / Wit, Tx i ®� i►ephatt Sst iRVCIP 1.9 42,/�/ / as � TWOtOiy ♦.4Y �' . ? ; r/ �'!. y\ s; <�r. \ '"' "rlw�`c Parking ._ .- . i ^ 1 21' Ottest ! L % :r M%M {3� Oft/���pQp 40.00 U0 3533 Setback71:_ -"rte r _: ' "" eP ..tlsethen. _.dews• -- _ -- t' Mott t' •i! _ _ /- / �DC¢L _ .._. --- .••-,• � `ir /. / ..._ ..- - •• i-- ...:. 609, PQ.'242 g,LtAL P,-EV4111-0 ' t" tly�Sg'02'St3" gj 528.6 ` ._. -- i8'' 8. - tis t, mkh+ - nor sewer Eosenr )ki u) / Nave Ac P 4 2p' Son 2FZ " / --' ... ,r• .... -:F N �' a 54.47' ySHd9.rPy / :_'.' :.:.. ,,. 3 .' VLA g,i�lt to 0 M I .._._ .... \ `. :: ,�.•-" � .: ...:. .. � ... ,. to' •want ant � V • o.rt.s. 6te2 fs gas t O FL 14 tint y.�Eoeem�etE N 45'49'.09" E ¢ OF WO 1�tdil fit R.. 4"J87. Pq.8411 8 \ tu' P ti 29.60' 1 ivi+dc Par t+'9 / / . : � ." \ �? ` �,t. E �' S+ 10 Utflit Eatiathsnt - loll u �a.1 - _ CH \ tioN • °FARO:_ _.,•( X00./ Point of Commencement UJIt' A �. y i4 Pit t, w1,11ni W �� tt3 w " ase' lift Stotton Eatt I Dro age iraet 1� F x,13 d b1`a8'48" ..j Southeast corner F.�'' ..! , t........ `ar .. holt Povtng O.R.B. 6809. P5 2 4 r 1 kt dpi V 4' till) lJltti r '' 4o R, 19{7'�,�i' W W tt t :. .. ; • , . • , , �.: •> - .R.B. 43t17� 1 651. M Fat. i - 1 i . i � �'-•• ,,.• Section 2a .� �S' 1 I I 1 (Drive 8c Parking Tsrmts Coutts tnie�" t g tA. f -- ( ( i • -i 1 '1 :o� l� = 1$ 48'81" L 60.97' 1 ;qlsT n U ' I i L�i.��`d , . ,.� ' • t~ �„ R ¢ 196t3.0s' --�-- -- ( �I S 88.02'21" w Disc.} 2 O to 1 ; s r , ar ,. ` . ' ! a 541;64, EAS. - S 88'02'58" W MEAE LS. r►.+ ., d y r. I i � _ . f / � ..- ! '= 541::.. -r-,._.```- $ ..--- & a4' \ N 88'02'21. •- L.5 8 9' _ __ _.. ,- z i 1 29 28 .+..r � ssy � 1 � A batt Poviflq41.9fi�• �-` Fi (D t 1 . sp =i ' � + 1 + + Drive di Parking r� .'" FP .► 4256 .r AW � � g max,,..-- SECTION 20 Fa (kH xa• �/ • • '^ s0cL8• _(_ 42N. � ox«t TOWNSHI 45 SOUTH. •--r�rwe« a0R.tenl.atll42iPt sca e; f� ist RANGE 43 EAST 20 -." 75 OQ' got .IR r� 30 29 N E 88'02 a r - ' � " r- 4256 j ' . - - f i 6.87 X t - ' ..• 'rr. ` �� i _ ., ! t ` �. a,as► 3 g ' ,r " a� $ �A00t PJaving ` Y�..;�/ p ` ` L0 ) 10 P 8i- oRB• ZppS. ._ Q - t , 100't�" - V,ea 551 �6°--'' r o e. pw ,D m ! I �- I • �. /" `'` 1 i v' „��'�./ Regular ...................... :...... 433 Spaces j o ad i ' g; �` .T " Eitltisllt9Si_....................... ij Vices f CIO j Ip 1400 88 �''2 p�' g" •/ Total ...................................448 Spaces . •• N } d � .r � -^" ,,,, .7 � 4 `Q$y � � lr.8d x.13 Vb1hw ���i� , : 1 iy, /! o y t't, ........ • i - � FPL TK "' ..." `�•. •► ,� "."' '" ,10, Ut8s88 0�b 2 ` •i �d' 1"t, / 40.00° - - _. .._ Setback LEGEND 8R ABBREVIATIONS U1 3533 000a' w �^ It DENOTES BASELINE P.B. DENOTES PLAT .BOOK I.P. DEN074-SRON PIPE' P.C. DENOTES POINT OF CURVATURE --- 14'53'14" DENOTES CENTERLINE SEC. DENOTES SECTION i.R. DEN61tARON .ROD P.T. DENOTES POINT OF TANGENCY 08 - P) DENOTES PLAT DATA TWP• DENOTES TOWNSHIP C.M. DEN S` N NCRETE MONUMENT P.O.L. DENOTES POINT ON UNE R 1857 JP), DENOTES DATA FROM LEGAL DESCRIPTION RGE. DENOTES RANGE No. DENOTES NUMBER w 482.53 �"`- NE C AY L _- , s DENOTES PROPERTY LIPG. DENOTES PAGE CONC. DEttE?T �18t t ROTO do CAP BLVD. DENOTES BOULEVARD $ •!' p) APR 0/'2013 DENOTES DIED DATA COR. DENOTES CORNF=R ( O DENOTEa 11f2AL ANGLE R/W DENOTES RIGHT-OF-WAY MEDS.) DENOTES "BASED ON FIELD MEASEUREMENTS P.O.S. DENOTES POINT OF BEGINNING DENOt-SRA61US D.B. DENOTES DEED BOOK E I2TMEN 0 TR PRAPY NT PA T ANS 0 P.O.C. DENOTES POINT OF COMfr1ENCEME DENOI 1 A' lENOTN PK & Q DENOTES P.K. NAI! AND DISK FILA CAVI D.O.T) FPL TX DENOTES FPL TRANSFORMER DENt3#' 1f`4�iE bF CiSRY S.L.C. DENOTES ST. LUCIE COUNTY �LIiIm06N� oiiSl�N BANK TOB DENOTES OP ppQl2Btt)A 0 , p T noN. TT 0T1'4A1 DENOTES CORREGATED METAL. PIPE i TE PIPE TYP DENOTES TYPICAL N dt DENOTES NAIL AND TIN TAB N ENT C.M.P. . . ° . FD. DENOTES FOUND U.E. DENOTES UTILITY EASMENt P.O.T. DENiT, ,i PONT ON TANt#EN1 R.C.P. OENOTt:.S REINFORCED COt'10ItE ... L.B. DENOTES LICirNSED BUSINESS P.I. DENOTES POINT OF INTERSECTION . O.R. DENO I IdAI. aECCtROS 13001( No IQ DENO%-$r NO InEN'nfI ATIPQN NUM8ER O.N.U. DENOTES OVEtTAO UTiU11IwS P.. S. DENOTES PROFES91t5C<IAt LAND SURVEYOR DEN ' • • tii0 OR MINUS . P.R.M. DENOTES PERMAiJEN.T REFERENCE MONUMENT DENOTES WATER METER DENOTES ANCHbit DEN '' WATER VALVE DENOTES SEWER VALVE D Sul-, y DATE: 3--15 - O1 V I S I O' N S "" i3Y DATE 8Y 11A1E liai ' woali. SCALE- 1 "=60 CONSULTING ENGINEERS UPRATED 3UItVEY, An51E0 FLOOD ZONE tOUNDARY RWB. 3-15-01 FiEtQ & ..............................NE FJ ,.....,,...................... ...... ER/MIN• 8-28-•-00 011r VERT. SCALE: N�A TS - ADDED ADJ�SII�iERS; PAWING DATA RW9 3 21 01' , + CA4.C8. Ryyg 6-2y-r1t)LAND SURVEYORS................................................................. ...... ..... ... (' f� & 2980 SOUTH 25th STREET GENERAL. ltttYiSIONS GLt. t 1DpitWN R1+V9 6. -00 JOB No. 22 S REE .............................. •.................... ....,........................ .. PREF` ED FOR . (�t FORT PiERCE, FLORIDA 34981 - DETAILED LLC. (''� t t� R ` �NV,INC. (561) 464-3537...................................................................... ..... ..CIfEGKEO i A ' 11�� SHEET 2 OF ....................... RCL... t3 27- 00 1 L��ElrO CERTIFICATION NO. 4286 CASABLANCA BO APPl�OV'EO FILE .REF.- FIELD BK./i'�.: 2328ma 1.dw .r........,pr.. ,Im9. 3 caiC;dwg.. ............................ 0020 1-2 ................. ................... . D Sul-, y DATE: 3--15 - O1 V I S I O' N S "" i3Y DATE 8Y 11A1E liai ' woali. SCALE- 1 "=60 CONSULTING ENGINEERS UPRATED 3UItVEY, An51E0 FLOOD ZONE tOUNDARY RWB. 3-15-01 FiEtQ & ..............................NE FJ ,.....,,...................... ...... ER/MIN• 8-28-•-00 011r VERT. SCALE: N�A TS - ADDED ADJ�SII�iERS; PAWING DATA RW9 3 21 01' , + CA4.C8. Ryyg 6-2y-r1t)LAND SURVEYORS................................................................. ...... ..... ... (' f� & 2980 SOUTH 25th STREET GENERAL. ltttYiSIONS GLt. t 1DpitWN R1+V9 6. -00 JOB No. 22 S REE .............................. •.................... ....,........................ .. PREF` ED FOR . (�t FORT PiERCE, FLORIDA 34981 - DETAILED LLC. (''� t t� R ` �NV,INC. (561) 464-3537...................................................................... ..... ..CIfEGKEO i A ' 11�� SHEET 2 OF ....................... RCL... t3 27- 00 1 L��ElrO CERTIFICATION NO. 4286 CASABLANCA BO APPl�OV'EO