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HomeMy WebLinkAboutSURVEYS - PILING OVERVIEW\ MIN. S FRONT SIDES_ CNR SIDI lv LOCATION MAP \ \ \ PALM \ \ NOT TO SCALE R7CIIVED \ \ \ > ° JAq�' BL�CK A ���x ST. Lucie p FND PK&O 1 x tp\ "P5M 4971 \ \ N� QUEENS ISLAND PRESERVE Nsa� $� l N:115704840 + \ . A PAIAA ` ✓�; '(p'.B-. 6111) PAGE 4 1,. �. w✓"'�� ` ✓ /E..880386.84 \ `G° V_ '✓ `' SITE BENCHMARK ° ,, PALM ; ti b ,y01 (V ANT) -� ••.. EL.=642' ` 9.0 0p \ qb tio FNDIR&C xti0 ° „ C q o \ i . N66 51 25' E 28.47' A \ \ WM a DENSE SEAGAPE �- _ N89°21 059 E20 4 408�30' P&C ti q' O °, O V b�� A� `'�� '�� 5��, �V °O`?pb 'fib x TO C.C.C.L. MEASURED AREA a_ q ASI LB 7903 (M) ( ti q T °j� 214.66'(P) ti \ r o N P AT 900 q. O tio• titi. ! 4.4.05'(P&C) ' c� 'SB Fes— J x 102.32' (P) b pb x r \ - . s.o -ti' �, q. 213.43'(C) d rn 103.55'(M) rn x -10- — w ti0• _ T5 .100p0 P.6�60,PG.°A �\ �\ x 50.6T tio' 4.0 _. 7.5' BUILDING 2 x CANp(TYP•) ���� h `. < . �.'� '�a�; ,� PY LIMITS \ \ \ rx to.o SETBACK LINE O I m s �? q p m ° \\ <0 �g1 „�. PROPOSED �ti0 ro m to,e '." 0 h x'. ..oq D �y +, oy q �o. �? . b lb N $ Q p �`\ '9,t• \'1 AA?� PROPOSED , GARAGE ti0� o 12.0' ..✓,., O �., 0'`O.. X x�' y�( �q .� `:.b\'( �q �N --a\0b \',,, � t X'1,; aN0 ' � Q yi P Z' Co p .�, Agb2 VE R . m FFE- 9.00 N.A.V.D. o __. a' OQ Z o \ q 2 ✓fir('+ ` \v�'a!, '00 \ 16' PA w Y \ c� 0 DRI a ✓� w5c x b o q titi. a \,� p� LOT 3 °' < ✓ `o Ta+ L O r N ° O c, > o .,\ CONSERVATION EA5E.MEMT` ✓tP s., p y \ a ; o � (O,o ` 7.33' .,'v. �..,., A�� 2 BLOCK A •., 4 \ \ N �s o r o N \° L \ Y x No. (NO RECORDING `S O n b' /- U NS ISL ND PRESERVE • o AVAILABLE) D -b — fb` 4 6 0' EE 'o IN OR INFORMATION✓ FO m r � T �i M � N � v - ee N i 1 \ x O ✓ AA cP°S 'a. < N \ 12. ro P 'L/.rl o ifo ,'.0 .��° 0 tim., �O b`. 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V - : y\ m 0 SIRESIDENCELY o m �x #� ray, (VACANT) Ntibx, CG ✓�°w o L< ° - cA \' o w O c� \ �\ o� x z� 2 p� d ,Q• 1� FFE- 24.00 N.A.V.D.. o m No. �, chi OZm \ \ si,�-� 4�`\ �t `,',� op N b O Yv �i7•,, • , q g y o q ` 'O N i 0.6T ,1 ?' e '11D Z O L 'I. 9 q O cb 0a ``� •° '° O ym N�a 3 ,':,,\ ,;.. \. 2b8 \.. 2.0' v u.a \NN aqN xti •.\'``�5, )Kq ' �N`3u' . .c o 0 A, 4.83 y tio• 6.0' w r_ ti ti'1\ Ip a' N �( ° cp Z� \ o rn w 1 0 u o m o ti \ x a 2ys ' ✓ Mh,. x w 1 1L O ' .� D ` \ ., 5 D N \ p,\ O �. a� . \ \ � .�. e, ta.5 \ ✓ .3 ti0 ■ c DENSE SEAGAPE rp\ o ' \ `, N24,° 19' 3W,'W(P&C) s3 � (kN q `, y r m u \ `© 4, 46.0' g.`. 21.33 7.5' BUILDING AREA . • \ i f'+ ,k u� ° q8 to.a J -4 SETBACKLINE �— ._ .2 .•., O b o2 \ 1ti ✓ ��`� Ob N \ 19 20 v � cn 0 9 `. ti4.,, q. q 'i ti @ 1 �O 1 x \ 1 0 0 0• FNDIR NO. O �^,. 2g. o - a ,�'. ,ti�44.10'(PdC) ,�, •�, : pq... FNDIR&C Zm,.• \ A �'h - tio' 217.97'(P) "PSM4971 < , 110.20'(PY x, titi x N89°21'05"E(M) ■ 21-7.67'(C) :. N •1156968.68 ° Z0�1 � \ \ a- P - ti o 0 110.50'(M)` b ./ ti ti E,:Bao413.64 w w r �. " n x°' q troy N89°20'49"EO 415.54'(P&C) SITE BENCHMARK N ,59,,. 1\\ �h� L\\ N �. �(. \ �\ x o o _ q;� \ x x �o� xq. 100 "- a W1 a '`�k y •p `' 4L �.28 7A �,�� -< Q�O N66`51 25 E 35 21 1�1— - - - — TO C.C.C.L. MEASURED `" �O O �' \ O Z b DENSE SEAGAPE 9 Ob tib p(q ti0',, :+,� / q� `y1 ti� 2 �E. a o, \ 5' U.E. Z m g. // xy \ 2 0 3 \ ti \ AT 90° ✓� 5'- b0 +T+c v.. \ W)A, P.B. 60, PG.4 h m y tp r AREA ti� tio cA f�N tio. 1; N .-* X. %ENSE SEAGAPE g o. 1 a Nq° x \ \ o O O ��( Y AREA �\ \ AST �o° 6i, ✓ �•, 1 , \ �� 0 nl'p �. s o• A eo �r � s ' 2q� N� q w G 0�.:.: :'\'Y/ titic? Nd\ -. xti 2• o • b NSW, ` Oh � 21, 2q t <r ✓ �(� / ,O �+� A/VOp.•. �, ti'L ✓�. o•.. ,� s� LOT 2 \ 9� 1'� `.. �Oti q� q' 4� ti2 qb • `t� \ h x k2 xti. N. fn O x M a•. C 1' e x x x ,�, 1 S \ 3m o T`�gtip4tMrr xti. ° 0q 2" BLOCK A \ \' p �� / A \ s o \'� q ��' Q N c m� 2 q o n �) � 5 R 3 1 1 RE VE m UEE S IS ANb P / ti L v PD x , x N x t. , o ' 4 r- P.B. 60 PAGE cn b /- ' C YL �i� V / Pi+' 3 ,� '✓ 01 qb (VACANT) ¢� Z FOUND IR&C / NOTES: \ "P5M 4971" 21 w1 S.W. CORNER 12A� // SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER g \ LOT 1, BLOCK A /3 RESTRIC'IiONS OF RECORD, TBACK REQ. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. 10 �A N aeh9 h� BEARINGS SHOWN ARE RELATED TO WEST LINE OF LOT 3, PLAT OF QUEENS o Y ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18028'55"W. ( NGS CONTROL MONUMENT A-3 NGS CONTROL MONUMENT 4,A-30(94-77) LEGAL DESCRIPTION PROVIDED BY CLIENT. 94-77) N:1150065.49' A-29( N:A-29(644.03 E•882771.97 ELEVATIONS ARE IN FEET AND RELATED TO NGS VERTICAL CONTROL POINT "N 633" E:883,422.43 ELEVATIGN=5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPT ABBREVIATIONS ASHP = ASPHALT O.R. = OFFICIAL RECORDS BM = BENCHMARK (P) = PLAT DISTANCE BST = BELL50UTH TELEPHONE RISER PAVE. = PAVEMENT (C) = CALCULATED P.B. = PLAT BOOK C.C.C.L.= COASTAL CONSTRUCTION PG. = PAGE CONTROL LINE PK = PARKER KALON NAIL CE = COVERED ENTRY PK&D = PARKER KALON NAIL & DISK CTV = CABLE TV RISER PSM = PROFESSIONAL SURVEYOR & CL = CENTERLINE MAPPER CLF = CHAIN LINK FENCE R/W = RIGHT OF WAY CM = CONCRETE MONUMENT RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE SF. = SQUARE FEET CONC: CONCRETE S.H.Wl. = SEASONAL HIGH WATER LINE E. = EASTING TOE = TOE OF SLOPE EL = ELEVATION TOD = TOP OF BANK ELP =ELECTRIC PANEL TRAN.= TRANSFORMER EP = EDGE OF PAVEMENT TYP. = TYPICAL F.F.E. = FINISH FLOOR ELEVATION U.E. = UTILITY EASEMENT FND. = FOUND VC = VALLEY CURB HC = HEADER CURB WM = WATER METER ID = IDENTIFICATION A = DELTA OF CURVE I.R. = IRON ROD R = RADIUS OF CURVE I.R.&C.= IRON ROD & CAP L = LENGTH OF CURVE LB =LICENSE BUSINESS L.B.E. = LANDSCAPE BUFFER EASEMENT B.o = PROPOSED GRADE L.S.C. = LIFT STATION EASEMENT = FLOW DIRECTION (M) = MEASURED DISTANCE M.H.W.L. = MEAN HIGH WATER LINE M.L.W.L. = MEAN LOW WATER LINE N. = NORTHING N.A.V.D. = NORTH AMERICAN VERTICAL DATUM NG5 = NATIONAL GEODETIC SURVEY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM H OF 19.5 FT WITH A NGS LOGO CAP LOCATED ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES NORTH OF REGAL ROAD. L E G E N D PROPERTY LIES IN F.I.R.M. ZONE "X", "VE (EL 14)", "AO (DEPTH 1')" AND "AO (DEPTH 2')", AS SHOWN ON PANEL 1211CO093J, DATED FEBRUARY 16, 2012. FLOOD ZONES = P05Tcb SIGN ATT = AT&T TELEPHONE RISER ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. = LIGH7 POLE = BELL50UTH TELEPHONE MANHOLE IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY 0 © MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT = WOO) POWER POLE = GREASE TRAP WRITTEN CONSENT OF THE SIGNING PARTY. O = WIRE PULL BOX IS = TRAFFIC SIGNAL BOX THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS BFP rlHllj = BACK FLOW PREVENTOR DDCV �v = DOUBLE DETECTOR CHECK VALVE SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, Nm LEGAL DESCRIPTION: FLORIDA ■ = WATER METER FDC = FIRE DEPARTMENT CONECTOR wv LOT 3, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 NOT VAL-D WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA = WATER VALVE Fip m = FIRE INDICATOR POST OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LICENSE'. SURVEYOR AND MAPPER. 'o tio = FIREHYDRANT EN = ELECTRIC METER ADDRESS: 4422 HIGHWAY A-i-A FT. PIERCE, FLORIDA PUBLIC WATER &SEWER AVAILABLE. �° = CLEAIJ-OUT x = GV GAS VALVE CERTIFIED TO: VENETIAN ADMINISTRATION, LLC BOUND�P�: Y DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS = CURBINLET TYPE 6 Im = CATCH BASIN OTHERWI:5E NOTED. E Q = SANITARY MANHOLE ® = MITERED END SECTION THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. OD = DRAIJAGE MANHOLE ❑ = CONCRETE POWER POLE YRDALL EO DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED 4 = YARC DRAIN = ELECTRIC SERVICE BOX STATES STANDARD USING FEET. x = IRRIvATION VALVE ® = AIR RELEASE VALVE ALL DIRCC;'F ZONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, icv = IRRI,ATION CONTROL VALVE S>a = SANITARY VALVE MINUTES AND SECONDS. +dry = SPOT ELEVATION 0= FOUND MONUMENT (AS NOTED) �ROBERT F. KEMER50N FESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 J U.I N a LU 00 VUj!-I = Q a 0. I tj �H 0 • ~ 1j) aM 0 N Z H W LLJ �� LL 0mc ,0 Q � aW W m > DRAWN BY: P.SUTHARD APPROVED BY: R. KEMER50N ........SCALE: -__-_- DATE: 5/24/18 FIELD BOOK/PAGES N/A JOB NUMBER: 18-2061 SHEET; 1 OF 1 FOUNDATION NOTES GENERAL NOTES 1. THE DE51GN AND CONSTRUCTION OF THE STRUCTURE AND/OR,5TRUCTURAL COMPONENTS DEPICTED ON THI5 PLAN ARE FULLY UNDER THE JURISDICTION OF THE FLORIDA BUILDING CODE 2014. 2. CONTRACTOR SHALL VERIFY ALL DIMEN51ONS WITH THE ARCHITECTURAL PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE' ATTENTION OF THE ARCHITECT FOR COORDINATION OF CHANGES WITH THE ENGINEERING PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL COORDINATE SLAB ELEVATION, CHANGES, DEPRESSIONS, THRESHOLDS, PADS, ETC. AND ANY UNKOWN FIELD CONDITIONS. 4. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. 5, REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMEN51ON5 NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE FURTHER VERIFIED WITH ARCHITECT +- ENGINEER. G. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 7. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOB -SITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 9. ALL CONSTRUCTION PERFORMED IN ACCORDANCE WITH THESE PLANS MUST AL50 MEET -OR EXCEED ALL APPLICABLE AND CURRENT BUILDING CODE REQUIREMNTS AND MUST BE PERFORMED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CCCL PERMIT. 10 AT ALL PHA5E5 OF CONSTRUCTION, IT SHALL BE THE RE5PON5113ILITY OF THE GENERAL CONTRACTOR TO CONFIRM THAT ALL PROP05ED CONSTRUCTION 15 IN ACCORDANCE WITH THE M05T UP-TO-DATE CONSTRUCTION DRAWINGS A5 APPROVED 5Y THE ARCHITECT AND ENGINEER OF RECORD. FOUNDATION NOTES I . FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING REPORT, 2. ALL RECESSES IN CONCRETE SLAB TO BE COORDINATED WITH ARCHITECT FOR DETAILS INCLUDING BUT NOT LIMITED TO: THRESHOLDS, STEPS, RECESSED 5HOW!-R LOCATIONS, FLOORING FINISH MATERIALS, AND DRAIN LOCATIONS, ETC. 3. A VAPOR BARRIER 15 TO TO BE PLACED UNDER ALL BUILDING FOUNDATION BEAMS AND FLOOR SLABS IN ACCORDANCE WITH A5TM E 1 993-98. TO BE INSTALLED PRIOR TO POURING CONCRETE FOR FOUNDATION. 4. ALL ELECTRICAL CONDUIT, PLUMBING, A/C DUCTS, AND OTHER MECHANICALLY REQUIRED INTERIOUR COMPONENT LOCATIONS AND INSTALLATION MUST BE COORDINATED WITH THE ARCHTECT PRIOR TO CONSTRUCTION OF THE FOUNDATION. 5. CONTRACTOR SHALL COORDINATE SLAB ELEVATIONS CHANGES AND ANY UNKNOWN FIELD CONDITIONS. G. THE FOLLOWING FREQUENCY OF TESTING SHALL BE REQUIRED BEFORE PLACING CONCRETE FOR FOOTINGS AND 5LA55: CONTINUOUS FOOTING/GRADE BEAM SHALL BE TESTED EVERY 40 LINEAR FEET AT BEARING ELEVATION AND ONE FOOT BELOW BEARING. COLUMN FOOTINGS - 25% OF FOOTINGS SHALL BE TESTED AT BEARING AND ONE FOOT BELOW BEARING, BUILDING PAD SHALL BE TESTED EVERY 1 000 SQUARE FEET OF FLOOR AT GRADE AND ONE FOOT BELOW GRADE. IN AREAS OF THE BUILDING PAD WHERE 501L 15 BEING CUT IT 15 THE RESPONSIBILITY OF THE SITE CONTRACTOR TO DEN5IFY THE TOP 12 INCHES OF EXISTING 501L TO 95% OR MODIFIED PROCTOR AS RECOMMENDED IN THE SOILS REPORT FOR THIS PROJECT PREPARED BY K5M ENGINEERING, INC. DATED NOVEMBER 2009. THESE 501L TE5T5 SHALL MEET OR EXCEED 95% MODIFIED PROCTOR (A5TM D 1557 METHOD A) DEEP FOUNDATION 1. PILES SHALL BE CAST IN PLACE (AUGER) I G" DIA. WITH 5000 PSI CONCRETE (SEE TYPICAL DETAIL). 2. ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES: all piles @ 20'± below -scour - 40 TONS COMPRESSION; 12 TONS TENSION 3. UNLESS OTHERWISE NOTED ON PLANS, CENTER ALL PILES/PILE CAP5 UNDER RESPECTIVE COLUMNS. 4. CAST IN PLACE (AUGER) TYPE PILES SHALL CON515T OF CONCRETE PLACED AFTER BEING DRILLED BY A CONTINUOUS FLIGHT AUGER. TOLERANCE FOR PILES 15 2" IN ANY DIRECTION UNLESS NOTED OTHERWISE. ALL PILES TO PENETRATE (-) 20.00 NAVD OR AS NOTED. SHALLOW FOUNDATIONS I . 501L TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATION5 OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. 2, CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERW5E SHOWN ON PLANS, MAXIMUM MISPLACEMENT OR ECCENTRICITY SHALL BE 2•. TOLERANCE FOR M15LOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR A15C STANDARDS. 3. WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A KEYWAY PER THE TYPICAL DETAIL. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 4. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IF 501L CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED 501L BEARING PRESSURE FROM BEING OBTAINED. 5.1 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL Of THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. G. EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED. 7. REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE, USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. CONCRETE REINFORMCEMENT I . CONCRETE REINFORCING BARS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO A5TM A-G 15, GRADE GO, WITH MINIMUM YIELD STRENGTH - GO,000 psi. 2. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 24 INCH LAP. PROVIDE CORNER BARS 3. ALL CONCRETE MASONAKY CONSTRUCTION SHALL CONFORM WITH ACI 530-88/A5CE 5-58, ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH A5TM C-90 WITH TYPE M OR 5 MORTAR COMPLYING TO A5TM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 ON THE NET AREA. 4. ALL SPLICES SHALL BE LAP SPLICES, SHALL BE A MINIMUM OF 48 BAR DIAMETERS, USING LARGER BAR DIAMETER WHEN SPLICING DIFFERENT 51ZE BARS.REINFORCEMENT TERMINATIONS INTO TIE BEAMS AND FOUNDATIONS OR AS NOTED, 5. REINPORMCEMNT MAY BE BENT IN SHOP OR FIELD, PROVIDED THAT THE DIAMTERE OF BEND SHALL BE GREATER THAN G BAR DIAMETERS. REINFORCEMENT PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE BENT. G. SECURE REINFORMCEMNT FROM DISPLACEMENT DURING PLACEMEMNT UTILIZING CHAIRS AND BOLSTERS. WELDED WIRE MESH SHALL CONFORM TO A5TM A- 155. PROVIDE CHAIRS AND BOLSTERS TO INSURE THAT THE MESH 15 EMBEDDED I " FROM TOP OF SLAB. 7. STANDARD 90 DEGREE HOOK (STANDARD HOOK) SHALL TERMINATE WITH A 90 DEGREE BEND AND AN EXTEN51ON FROM BEND AT LEAST 12 BAR DIAMETERS. THI5 SHALL BE USED AT ALL VERTICAL REINFORCEMENT TERMINATIONS INTO TIE BEAMS AND FOUNDATIONS OR AS NOTED. 8. MINIMUM CONCRETE COVER SHALL BE: FOOTINGS # PILES 3" BEAMS, SLABS, WALL 2" GROUTED MASONRY 2" 9. ALL PILE VERTICAL REINFORCEMENT SHALL BE SHOP FABRICATED WITH CLEAN 900BENDS INTO TRANSITION CAPS. HOOKS SHALL HAVE A MINIMUM LEG DIMENSION OF 15" AND SHALL BE TURNED ACP005 PILE INTO CAP CENTER (MAINTAIN A MINIMUM 3" CONCRETE COVER). 10. ALL BEAM STEEL SPLICES SHALL OCCUR AT MID5PAN FOR TOP STEEL AND OVER COLUMNS FOR BOTTOM STEEL. CONCRETE NOTES I . ALL CONCRETE DE51GN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-95. 2. CONTACT ENGINEER 48 HOURS PRIOR TO POURING CONCRETE SO ARRANGEMENTS CAN BE MADE TO HAVE AN ENGINEER OR INSPECTOR PRESENT DURING THE POUR. 3. PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. 4. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3000 PSI COLUMNS AND WALLS 3000 P51 BEAMS AND SLABS 3000 P51 USE REGULAR WEIGHT CONCRETE. 5. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS # AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE FOOTINGS 4"±I" A5TM #57 COLUMNS 511± 1 " A5TM #57 BEAMS AND SLABS 5"± 1 " A5TM #57 FILLED CELLS 811± 1 " A5TM #8 PEAROCK TIE BMS * TIE COL'5 511+ 1 A5TM #8 PEAROCK PILES 81'± I A5TM #8 PEAROCK THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. G. ALL PUMPED CONCRETE WITH #57 AGGREGATE 15 TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. 7. A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. 8. CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE. 9. ALL SLABS ON GRADE SHALL BE FIBER REINFORCED CONCRETE, UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO A5TM-A 185. 10. SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. 1 1. NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. 12. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS 4 STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. 13. ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. 14. WEDGE BOLTS SHALL BE ITW RAM5ET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO INSTALL. 15. HEADED STUD ANCHORS SHALL BE A5TM A 106, GRADE 5, 10 1O THROUGH 1020 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AW5 D 1. 1 "STRUCTURAL WELDING CODE." I G. FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF 501L MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. 17. PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION G.3. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTI ON SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. CONTRACTOR SHALL ` COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. F36 P7 P13 PIG F42 0 a P25 F2 P2G PERMITI DRAWING___ F3 P4 P5 PG JAN 09 2019 --�-uI% ST. Lucie County, Permitting F3 9 �LSd PI2 F15 P27 P33 P'3 �i P3G P35 P37 P32 P21 � P22 P19 P20 PILING OVERVIEW 5CALt-: 3/ 1 GI' = 1 1-011 I. CODE * DE51GN CRITERIA 2. ALL STRUCTURAL PLANS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND 3. FLORIDA BUILDING CODE RESIDENTIAL 2017. 4. BUILDING CLASSIFICATION ENCLOSED 5. DESIGN WIND SPEED 170mph Vult G. IMPORTANCE FACTOR 1.0 7. EXPOSURE CLASSIFICATION D 8. 5IE5MIC ZONE 0 MEAN BUILDING HEIGHT 28.42' ALLOWABLE SOIL BEARING PRESSURE 2,500 PSF ASSUMED. VERIFY WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION ASSUMPTIONS: A. THE BUILDING 15 "ENCLOSED" AS DEFINED IN "FLORIDA BUILDING CODE 2017. B. WIND VELOCITY PRESSURES AND COEFFICIENTS USED ARE FOR MAIN WIND FORCE RESISTING SYSTEM; ALLOWABLE STRESS DESIGN, KcI = 0.55. C. ALL PRE -MANUFACTURED COMPONENTS, I.E. WINDOWS, DOORS, JAMBS, TRUSSES ETC. SHALL BE VERIFIED BY MANUFACTURER TO BE CAPABLE OF SUSTAINING DESIGN WIND FORCES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. D. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS: I.E. ROOF TILES, SOFFITS, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR ADEQUATELY RESISTING OR TRANSFERRING WIND LOADS TO THE MAIN WIND FORCE RE515TING SYSTEM. E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECCOMMENDATIONS FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HIGH WIND VELOCITY AREAS. �j no %, z 0 w LL.I F5 1 P4 9 Y a P46 Qi P50 P24 P23 REFER TO SHEET 5-2 FOR PILING SCHEDULE MA5CNR'Y NOTES I . MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE EQUIREMENT5 FOR MASONRY STRUCTURES" (ACl/A5CE 530-88) AND SPECIFICATIONS FOR MASONRY 5TRUCTURE5" (ACl/A5CE 530. 1-88) EXCEPT AS AMENDED BELOW. 2. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. 3. USE TYPE "M" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 P51 FOR ABOVE GRADE APPLICATIONS AND TYPE 85" MORTAR WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 FOR BELOW GRADE APPLICATIONS. 4. MASONRY UNITS SHALL CONFORM TO A5TM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2800 P51 ON NET SECTION, TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (Fm') OF 2000 PSI. 5. PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS: A. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS AND GIRDER TRUSSES. B. AT ALL CORNERS AND INTERSECTIONS C. (1) CELL ADJACENT TO OPENINGS FOR WALL SPANS LE55THAN 10'. (2) CELLS ADJACENT TO OPENINGS FOR WALL SPANS GREATER THAN 10' D. AS SHOWN ON ARCHITECTURAL PLANS E. MAXIMUM 48" O.C. (UNLESS NOTED OTHERWISE) G. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. 7. REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM AG 15, GRADE GO, LAPPED 48 BAR DIAMETERS. 8. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING BEAMS AND LINTELS. 9. REINFORCE WALL WITH LADDER TYPE REINFORCEMENT ("DUR-O-WALL" OR EQUAL) iN BED JOINTS AT I G" O.C. MEASURED VERTICALLY, LAP SPLICE ALL HORIZONTAL WALL REINFORCING G". PROVIDE PREFABRICATED 'TEE" OR CORNER SECTIONS AT ALL INTERSECTING WALLS. 10. REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALL5. PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. Pi w <m �> w C-1 ° o m p Z6 z - ba A 0 0 O z rl a M M 'C W 0 O O x�U Z U PROJECT NO. 18-022 SHEET S-1 PERMIT DRAWING PI P2 P3 P4 TYPICAL PILING 4 TRANSITION CAP P3 n -1 CRITICAL BEARING PILING 52 kips COMPRESSION LOAD P39 TYPICAL PILING @ GARAGE - on SHEARWALL FOOTING 35 kips TYPICAL LOADING 7-1 P TYPICAL PILING 4 TRANSITION CAP @ GARAGE P5 3---� P3 s � I4'_19' I. TYPICAL PILING @ GARAGE- D CRITICAL BEARING PILING 58 kips COMPRESSION LOAD P3 6 P3 5 V P40 TYPICAL PILING @ SHEARWALLFOOTINGP7 I P(5 P9 79 79" _7I I ­----- ----�I P37 N NI ELEVATION CHANGE TYPICAL PILING # TRANSITION ELEVATION CHANGE AT 5HEARWALL PILING CAP @GARAGE--- AT SHEARWALL PILING P.12 i TYPICAL PILING @ 5HEARWALL FOOTING P4 P 13- P14 PI5 II�, PILING CLUSTER @ 5HEAP.WALL FOOTING - MAINTAIN MINIMUM 5' TYPICAL R LING REFER PILE -to -PILE SEPARATION ELEVATO O" TO DETAIL SHEET 5-9 P32 P2 1 n , P 168. --- TYPICAL PILING @� /'� P 1 7 5HEARWALL FOOTING P 1 8 P 1 9 P 2 0 43 k,p5 MAX. LOADING x� CRITICAL BEARING PILING 5G kips COMPRESSION LOAD TYPICAL PILING 4 TRANSITION CAP P42 ELEVATION CHANGE TYPICAL PILING @ AT SHEARWALL FILINGG SHEARWA. FOOTING 43 lops MAX. LOADING P25 P26 AUGER -CAST PI SCALE: 1 /4" = I '-0" I P4 TYPICAL PILING @ PATIO CONFER WITH POOL DESIGNER TO AVOID CONFLICTS TYPICAL EXAGERATED 5HEARWALL FOOTING @ PILE CLUSTER P 2.2 TYPICAL PILING 4 TRANSITION CAP ELEVATION CHANGE AT SHEARWALL PILING o^ P27 P28 P29 LE LAYOUT THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. P2 P48 P47 POOL SHELL k ASSOCIATED PILES BY OTHERS CONCRETE COLUMN on "VARIABLE PILE" - COORDIANTE LOCATION OF PILE # COLUMN WITH FINAL POOL DESIGN PRIOR TO CONSTRUCTION TYPICAL FOR ALL PILING ADJACENT TO POOL SHELL I O" P45 P30 P3 I POURED -IN -PLACE or PILATER BLOCK CONCRETE COLUMN - REFER TO PLANS FOR LOCATIONS - REFER TO COLUMN SCHEDULE FOR SPECIFICATIONS 4 REINFORCEMENT - TYPE "C- I " COLUMN ILLUSTRATED TRANSITION CAP or GRADE BEAM REFER TO TRANSITION CAP DETAIL (sheet S-3) FOR REINF. REFER TO GRADE BEAM DETAILS sheet S-9 CLEAN OUT i BELOW TOP OF PILE PRIOR TO CAP CONSTRUCTION #3 STIRRUPS SPACED 3" O.C. @ TOP OF PILE THEN 10" O.C. FOR REMAINDER A55HOWN I I dla. AUGER CAST TYPICAL PILING @ PATIO PILE w/ Q #6 BARS w/ TRANSITION CAP only (3) bars shown P50 P24 TYPICAL PILING @ PATIO w/ TRANSITION CAP PILIN I G" PILE SHALL BE DRILLED CONTINUOUS FLIGHT AU AND CAST w/ 5,000 PSI GR, WIRE l 1 #3 BA TAPERED TO POINT * TI TO PILE CAGE AS SHO' HOOK ALL PILE REINF TOWARDS CENTER OF TRANSITION CAP or ZGRADE BEAM - REFER TO DETAIL5 (sheet S-3) TOP OF TRANS. CAP EL.=SEE SCHEDULE v N �3" MIN. PILE EMBEDMENT per FBC 181 0.3. I I OPACITY IS RELATIVE TO PILE DEPTH THE SCOUR LINE. REFER TO DEEP ATION NOTES FOR DETAILS, >OTTOM OF PILE CAGE =L. =SEE SCHEDULE PILE/CAP/COLUMN DETA SCALE: NOT TO SCALE G 5ChEDULE IL Z 0 w 5 W N a mm N i i I m I p � o I w � Z 3 Q w cYi � Q Q U VI O U o 4 o N .� C U� H U S= c CaJ o U � Q° it C/1 �CIO�n� w z rT} � W� 7� aPill � w o Ud 5U a c U W). z W coi N W U Px. DESIGNATION I TYPE I TOP OF PILE PILE DEPTH PILE length CAP eleatlon P I -P6 16" AUGER -CAST ; 7_25 navd 19.00 navd 26.25 9.00 navd P7 P9 I G" AUGER -CAST 8.75 navd - 19.00 navd 27.75' 10.50 navd P I I -P 12 16" AUGER -CAST 8 75 navd 19.00 navd 27.75' 13.00 navd P 13-P21 I I AUGER -CAST 1 1 .25 navd - 19.00 navd 30.25' 13.00 navd P22 P24 I AUGER CAST 10.75 navd 19.00 navd 29.75' 1 2.50 navd P25 P26 I G" AUGER -CAST 8.25 navd - 19.00 navd 27.25' 10.00 navd P27 P28 I G" AUGER -CAST 9.75 navd 1 9.00 navd 28.75' 1 1.50 navd P29 I G" AUGER -CAST l 1 1 .25 navd -1 9.00 navd 30.25' 13.00 navd P30-P3 1 1 G" AUGER -CAST 10.75 navd I -19.00 navd 29.75' 12.50 navd P32 - - ----- I I G" AUGER -CAST ' 1 1 .25 navd -24.00 navd 35.25' 13.00 navd P33 P38 - --- i-- -- 16" - --- - AUGER -CAST .. 7 25 navd -1 9 00 navd 26.25' 9.00 navd - _ ..._ .. P39 P40 _ - 16" AUGER -CAST ; 7 25 _ navd -24.00 navd 3 .25' 9.00 navd P4 I . _..., __.... P43 LL 16" AUGER -CAST 1 1.25 navd - 15.00 navd 30.25' 13.00 navd P44-1`52 1 G" ._-..-.r ,. _.___ ___ AUGER -CAST 1 0.75 navd - 19.00 navd 1 29.75' 12.50 navd Cm o ao O �4z an s ¢ a w M Cd I O : U Vi 1 0.4 PROJECT NO. 18-022 SHEET INSTALLATION NOTE: TOP OF PILE STEEL SHALL NOT EXCEED 3" 1 feet) BELOW THE CAP ELEVATION S-2 / FND PK&D 'PSM4971" N.:1157048 40 /E.:880386.84 SITE BENCHMARK EL.=6 42 N66°51'25"E 2847 TO C.C.C.L. MEASURED AT 90° cLM \ \ � A PL.M \• \ \ PALM M \ b \m 1C" b. q' WM �a DENSE SEAGAPE m "lT AREA q'b x 5' UEi 9�m . 1p0' P.B. 60, PG. 4 \ CO \ t A 0 ,qXS PROPOSED 16' PAVER ✓ DRIVE ;' Y 0 7S L 9 p i oul N L O. m cN. Zb�A PALM m o d ZA \ ^^�'' 03 r+ N a Q ° Aa °Gy i3? y a FND IR&C �m LOCA�TIoONLMAP \SCA LsTLujcAie CEIVED g �b N 0 9 2019 LOT 4 ti' q° �� 1a a x x County, Permit QUEENS IS6.AND PRESERVES ° •, \\ V \ BLOCK A � q - x x � x . � - � v Y x 1 f N 96 60, PAGE 4 V A. U. \ V 10� (VACANT) \ •\ qA ` \\V A ,. '` At \ 0 b N89020'49"E(P) FND IR&C o „ q \ O O1 \ I O , \ b'\ \ '1�\ x A. y „ N89 21 05 E(M) 408.30 (P&C) 4 1q sq3 111' `\ 4A:48 �&C) ' ` ' 1. x 214.66(P) b ASI LB 7903 x , 213.43'(C) 7 O \ �, \.r c? rn xq ,-10- - x x1�. .. CANOPY LIMITS �• \ \.v r0. $ O G 7 �,� 7.5' BUILDING ,(TYP.) +. I \ \ \ s. ' . m \ N \ y w Ti ,� \ ,x -- - to.o p.. 40 SETBACKLINE h 1p� \ q \ g 3 g Ir p. \ N f %`.� v ,. -` a.g,Z 4 ,y0 \ yy' \ ,1,1. N 105 1 °a` iy'�10' r. ,1'1 1`11 �(� \ d\ \ F O., �I p L• 7 PROPOSED 9 w b r.,A. lT '10" lg( o Je( x`, . \\�' -0 �N fib. �'I� 1 otaa ,✓ \ y4. �( Z . GARAGE O 0 12.0 1'y 1. x \ G . o .,�\`( p = `, W Cp y L • _ s _ O \• Z \ \ •o Z�� ' �� `. NAG �.'o d'N FFE- 9.00 N.A.V.D. o C �� q� 1 LOT 3 a m L� W s N O . CONSERVATION EASE,MEMT \ `� p w w ,11h w• �✓ p - ti BLOCK A ' . (NO RECORDING \ z1. O `...,\ \ ', w `'� \ u, •� ,qr, 7.33 AS x 10' UEENS ISLAND PRESERVE ' h INFORMATION AVAILABLE) m \ `'fp (. ✓ O• b 0 o �iyptry�l 6.0' n.o T Q P.B. 60, PAGE ,1tie ��° 3 10� `�'>, �e `''''r oc c >t oh'. x°, TS o ` "` 43 x q' 1p' x \ x . u, �"� g� , c`ni 5F.;= 32,929 \ \ x PROPOSED Ci ',x m O m 1° Oti O fp ACMES = 0.76 °.,� G, / -\ ,� �\\ �+ •@ i `, \ \ . b in `, u v _ x'1 NO O (VACANT) b p 0a SINGLE FAMILY �' - •c•� x RESIDENCE w Z 1'' . " Or 9x 2m NO 11 x FFE= 24.00 N.A.V.D. o m p 0 67 > 1p0 4:0' >>p1 \ O cr•'1titi '1\ • \.p� q )e(� �, \ \� \• ��iP°�Wc \ 20' o tia A q At PO x • �6: ✓• ,� N \✓ M 11 .O n a \ 4� \ •�W O �O N O ✓ W p'6 w 3L p 0 1p ✓ \ v �,\ \. N24,°19'3WW(P&C)'' .o "", 0 W r q \ \ \ x.o 10• x DENSE SEA6APE "G? '' 1 za b ' 21.33' 7.5' BUILDING AREA ✓ ✓ g pb. \ 9 \ 90 46.0 0 0 Vo SETBACK LINE �,�9, qp qb tips \ •1' .•Q„� �b •,.\ �o.. x in V to 0 FND IR' \ V ` ,1 ''144.10'(�C) 1? \ V A 217.97'(P) 1 \ \ " h \ o x x' \ � ,b 11o.zo'(P) x' 11ti N89 2.i 05 E(1V1) 217.6T(c) 11' � \ \ ' '• \ � '` \ "PSMa971 H�o , p �\ 10 x°T 110.50'( =)Pb / q 101 N89°20'49"E(P) 415.54'(P&C) K \\ \ \ \ \ 'o r N1156966.68 r" W,, y \ T \ \ \ .a ."r E.880413.64 ZN �r �1 \ \ A. r r0 x x O� �q \. 0� \ \ Nv� ° SITE BENCHMARK q ' -\� �• •� - _ E1..=5.28 �9 ,� -- - �,'� .. \\ �w _ALA - O 1__ _ x -F- N ,\ fZ" Yl1' N Nx ✓/ •O b ox qb O� YO q0 `g1 tit Noo-51 [o`E =5.28' � c+ O - '\ O O g O \ 1 `J, x '1 TO C.C.C.L. MEASURED i '� 11 0 O w \ Z b DENSE SEAGAPE 1 '� q, p.1 1 N N( E. `1 A qc o, ", 5' U.E. Z rn 0• x O 1p-''DENSE SEA6APE w' AT 900 \° Z 5'iU.O Om t`' \ W�A P.B. 60, PG.4 g m > x X/ AREA 11� 5(1 CANOP r '` \ \ \ \ \\ \ aW \ \ i81 O O �X � �� xPCI.r I \\ AREA q' w. a ,T •' N g \ ti \:'Y/1g . A 1 x10 i \ \ y\ h\, O•y `iP ,� q0\ '10� 1�'� xbb\ '� x x�'b xNOy�O•�. G1.x \ x x ,)K' 4 r •wLOT 2 y. w- 0'� 4 °`G� r�' -,C�"� ;L9. tAC + • \VAA` O W\BLOCK A \ \ W ' cG OYP oh QUEENS ISLAND PRESERVE p x1° aN x; x P:B. 60, PAGE 4 ym a� b b �tib rJ PALA 10" _ A, t, -'• ! ;,, \ \ y b p0, •� V y �10 , �. �� `, h� ¢n \ 10°•'.ti0'I, (VACANT) zA FOUND IR&C / NOTES' t "PSM 4971" w1 \ S.W. CORNER -IT LOT 1, BLOCK A //g2g6 9 m� \� ;bAP NGS CONTROL MONUMENT G N5 CONTROL MONUMENTiV A-30(94-77) A-29(94-77) N:1150065.49' N:1,147,644.03 E:882771.97' E:883,422.43 ABBREVIATIONS ASHP = ASPHALT O.R. = OFFICIAL RECORDS L E G E N D BM = BENCHMARK (P) = PLAT DISTANCE BST = BELLSOUTH TELEPHONE RISER PAVE. = PAVEMENT -� = POSTED SIGN �T = AT&T TELEPHONE RISER (C) = CALCULATED P.B. = PLAT BOOK C.C.C.L.= COASTAL CONSTRUCTION PG. = PAGE CONTROL LINE PK = PARKER KALON NAIL = LIGHF POLE E = BELL50UTH TELEPHONE MANHOLE CE = COVERED ENTRY PK&D = PARKER KALON NAIL & DISK CTV = CABLE TV RISER PSM = PROFESSIONAL SURVEYOR & 0 = WOO) POWER POLE © = GREASE TRAP CL = CENTERLINE MAPPER CLF = CHAIN LINK FENCE R/W = RIGHT OF WAY WPB p = WIRE PULL BOX TS = TRAFFIC SIGNAL BOX CM = CONCRETE MONUMENT RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE SF. = SQUARE FEET BFP DDCV CONC.= CONCRETE S.H.W.L. = SEASONAL HIGH WATER LINE 1`14_N = BACK -FLOW PREVENTOR Iry - DOUBLE DETECTOR CHECK VALVE E. = EASTING TOE = TOE OF SLOPE WM EL = ELEVATION TOB = TOP OF BANK ■ = WATER METER FDC = FIRE DEPARTMENT CONECTOR ELP = ELECTRIC PANEL TRAN. = TRANSFORMER wv EP = EDGE OF PAVEMENT TYP. = TYPICAL = WATER VALVE F0 = FIRE INDICATOR POST F.F.E. = FINISH FLOOR ELEVATION U.E. = UTILITY EASEMENT FND. = FOUND VC = VALLEY CURB �' - FIRE HYDRANT EL = ELECTRIC METER HC = HEADER CURB WM = WATER METER yv° - ID = IDENTIFICATION 4 = DELTA OF CURVEGV I.R. = IRON ROD R = RADIUS OF CURVE co= CLEAIJ-OUT = GAS VALVE I.R.&C.= IRON ROD & CAP L = LENGTH OF CURVE LB = LICENSE BUSINESS s.a PROPOSED GRADE = CURB INLET TYPE 6 = CATCH BASIN L.B.E. = LANDSCAPE BUFFER EASEMENT L.S.C. = LIFT STATION EASEMENT = FLOW DIRECTION = MES = MITERED END SECTION (M) = MEASURED DISTANCE Q SANITARY MANHOLE M.H.W.L. = MEAN HIGH WATER LINE _ M.L.W.L. = MEAN LOW WATER LINE = DRAINAGE MANHOLE ❑ - CONCRETE POWER POLE N. = NORTHING N.AN.D. = NORTH AMERICAN VERTICAL � = YARD DRAIN ES❑.B = ELECTRIC SERVICE BOX DATUM N65 = NATIONAL GEODETIC SURVEY IRR = IRRIGATION VALVE ® = AIR RELEASE VALVE N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM Icv IRRIGATION CONTROL VALVE s = SANITARY VALVE + ry = SPOT ELEVATION 0= FOUND MONUMENT (AS NOTED) 1p1 OP- 1p9 102.32'(P) 103,55'(M) LEGAL DESCRIPTION: LOT 3, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4422 HIGHWAY A-1-A FT. PIERCE, FLORIDA MIN. SETBACK REQ. CERTIFIED TO: VENETIAN ADMINISTRATION, LLC CNR REAP ZNG SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. BEARINGS SHOWN ARE RELATED TO WEST LINE OF LOT 3, PLAT OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18028'55"W. LEGAL DESCRIPTION PROVIDED BY CLIENT. ELEVATIONS ARE IN FEET AND RELATED TO NGS VERTICAL CONTROL POINT "N 633" I ELEVATION=5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP LOCATED ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES NORTH OF REGAL ROAD. PROPERTY LIES IN F.I.R.M. ZONE "X", WE (EL 14)", "AO (DEPTH 1')" AND "AO (DEPTH 2')", AS SHOWN ON PANEL 1211CO093J, DATED FEBRUARY 16, 2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PUBLIC WATER & SEWER AVAILABLE. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS OTHERW15E NOTED. THE EXPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. ROBERT F. KEMER50N PROFESSIONAL SURVEYOR AND MAPPER 10 0 0 V Z N Uco HJm M aLJoa"1 o WZ ca M a W IA r V 0 O N Z A N3o^o �••+ J o0 u V H N N > Z = � LU F- ex W > Ziy0°1n LL L F- CL -0 O N Q O 0 J H LL d War > W Lu V ot D WJ aN LU 0 V ,in LU 0. =Q aUnje 0. M to H 0 f" W r 0 U Q 00 LL 0 a � p4 L W 5 ca > DRAWN BY: P.5UTHARD APPROVED BY: R. KEMER50N SCALE: V=20' DATE: 5/24/18 FIELD BOOK/PAGES N/A JOB NUMBER: 18-2061 SHEET: IOF1