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BOUNDARY SURVEY
m T I� 1 �; J '��(_ y; '+'y' ti. � I•: S� \ L "1 C -.� -�� agj 1 .. �G Y,' h'Y A(• ice` " r ,7�,p + (�.. �. •� fl. , : • 41, 1 W-11 r1 'mil ,...3iir-:. > .� , +:. �ri'�"�,y'''.�*-t� - l��-" ,,,• fir. _ , / • -... •' i .� •s `�. �. �3. } 4 a 4ti. d i 777 d r/ ,J' : ♦ a �i'`s�i' .a_ "' c.r� �� I I ° -'r - -�'� �',{ . i ."r�. � � _r '�."f- � �1 �V '�"7` i"�' M1 t . y � M�M4!��+I•-r �...�. • r � °` .k � t'� • ',�11A `^ � _ � ;�'1 ,: �t��� .& .w ,. ,ys. A �,. iyy.� �j, ♦: Stic . IL tR. ii I �.rY f� • q _ �, ., � . �' � •- � �C" s �` t��S%'`) 'c.! ;. . ,- • #'`a R Air}�RD 0 1 �•�� �., � ^�fy .mot i _ °- 1 00 0�.-0 • "' - 1• , �, _ '' * a q y f _. e�... • • �I•�`1- •tom?. ■:a BOUNDARY SURVE Y PETRA VICE PRESERVE (ROBERTS RURSERY & NORTH FORK PHASE IV) Sr. L UCIE COUNTY, FLORIDA LWCFNO. 92--00650 PROJECT LOCA TION MAP 6� REPORTOFSURVEY Reproddedons of this Skefch are not valid without Ore signature and the odgbial raised seal of a Florida lieensed surveyor and mapper. Not valid wi0wutthe signature and the original raised seal ofa Florida licensed surveyorand mapper. Additions or defedons to surveymaps ormports, by otherthan the signing survayarfs prohibited, without consent of the signing surveyor. The last date offield work was August 314 2018 This map Isintended to be displayed ate scale of 1'= 20'. Lands shown hereon were not abstracted by0ds office for fight -of -ways, reservations, agreements, andlor easements of record. such information should be obtained and con8imed by others through appropriate We vedficallon. Bearing Base lordds survey Is the east propwtylina between the monumentefion as depicted. Bearing being N 00'19'14'W. Underground uINUes, utility services; foundations and improvements were notlocated as apart ofthls survey. To make the map legible dm symbolsshown hereon and as described In the legend are not always to scale, but indicate the surveyed location Expected use ofpmped . Rural Allmeasurements ere in accordance w(M the United States standard in feet Hahonfal refatfonshfps, as shown hereon, are basedon fhe Florida State Plane Caordmategild, east zone, using the North American Datum of 1983 with the 2011 adyustment fnsrs 2011). Wife survey conslsfs offive sheets and Is riot Complete orvafrd wdthoutagfive. Mean High Waterfina was obtained hom prior surveys performed byGCY,7nr- and WEATHERINGTONLand Surveyors. Noeomers +, mere set orfound. CERTIFICATE: I hereby cot* that the boundary end topographic surveyrepresenfed hereon, dated thld 15fh day of May, 2018, was performed in the field undorMy direct supervision auks Wa and correct to the best ofmylmmWedge andbefief, and meets the Standards ofAWke setfwM by the Plorlda BoardofSurveyors and Mappers In Ctstufm Fhd dminisWBve Code, pursuant to Section 47ZO72 flodda Rad Read- ftnature We �OTV.LLxI'n�N0UT1YE9WU'WE Professional Land Survayur uxraaucrawsrs seuera rU)iNJ Urc45E05UY1R+'09P4D RrAVifa Florida Certificate Number3918 � al o c � _ ¢I Oi a 4' aat�LL0ot 01�g, 0 Wow U O Q � A AL © 2016 LEESBURG CONCRETE INCORPORATED CJ-650 LOGAN WET 10'-8" x 10'-8"x 9'-2" BUILDING o'I •' I�' �•: Or mini i�� ii ./ . (LEGEND DENOTES SECTION OR ELEVATION NO. DENOTES SHEET NO. L1 DENOTES ITEM NO. 1-11.01 DENOTES PAGE REF. NO. HARDWARE- DENOTES USAGE DESIGNATION. <)- DENOTES ELEVATION ARRREVIATIONS P.D. = PANEL DIMENSIONS R.O = ROUGH OPENING M.O. = MASONRY OPENING B.I.F. = BOTOM IN FORM T.I.F. = TOP IN FORM TYP. = TYPICAL EAR MARKS BAR SIZE INCH LENGTH FOOT LENGTH EXAMPLE: 41206 (#4 12'-6") 1. OODESIANDARDREQ(IIItIIVIIJIS GES0ALNOIFS I.I. 2G20R UDABUILDMOCDE71HEDITICI`I 1. SIG a)A1,DW-1=R-AMAREGNFILEWTIHTI- PAMY 12 2020A0aM0=O0DE9ORILY171HEIXHaj ACENCY 13. 2MONECIIWCAL PLLb1M9G= 2 H-ANREVILWR 9RC CNRBQUII2IDBYCHAPIFR633 F.S ,A 2020FLORIDAEMPREWENHONO3CE %KLBEDOWCNSf1EBYLOCCALFIRESAEEIYDWBCIOR 1.5. 2017NK 3. FL PRODULTAPPROVAL 1.6. ASCF-7--16 3.1. DOCRS:FL14492IC 1.7. AC1318.14 4. REDa3vENrTOBElZ'QFARFRawjLpsm&-aR 1.a PO RHED EDMANDINCINIFROFTHCI NMUgR3.SSHOWN 1.9. S1EEI,00NSII2Li. ONNIVgM OIHRVVISE LIa FLORIAAEN RGYOJDEE 3VPIICN 5. Vk DIDWiREFABRICMAYBEaBST =FC7RRlBARMAT 1.11. FBCC10L424BL [LlX,0 EKNM' 0N#2) 2 LOADS 21. ROT LAE LQAD 60 PSF 22 V&DIWINC143NPH(ASD)/1851VM(ILT"JE) 23. SEISMCDE1(NCATHMYA 3. W1I4DDESICNCMHUA 3.1. RlSKC:AM30CRYIU 32 EXPCSMCkTB30RYC 4. MATERIALS 4.1. Oa\U== 4.1.1 RFTFASE=Z500PSI 4.12 28DAY=5,000PSI 42 RFBAR• ASIMA615, GiADE60 4.3. M=V&EFABRICGRADE60ASIMA185 (WWRVAXW4-3X3) 5. UIILIIY 5.1. C)CI!�SIRUCIICNTYPEV--B SHEETINDEX ASSEMBLY DRAWINGS Sheet Number Sheet Title CVR COVERSHEET A1.00 NOTES A2.01 ELEVATIONS A3.01 FLOOR PLAN A3.02 ROOF PLAN A3.03 FLOOR PLATE CONNECTIONS A3.04 ROOF PLATE CONNECTIONS A4.01 CROSS SECTION VEIW E1.01 ELECTRICAL PLAN E1.02 ELECTRICAL SCHEDULE A5.01 WELDED CONNECTIONS A6.01 EXISTING FOOTER A6.02 POST TENSIONING INSTRUCTION A6.03 POST TENSIONING EXAMPLE A7.01 SHIPPING DETAILS & WEIGHTS H1.01 EMBEDDED HARDWARE H1.02 EMBEDDED HARDWARE H1.04 SIKA NOTE: PAGES MAY BE OMITTED IF NOT NEEDED Is f ID'w • L� ���u�C1.�_ Jb FILE Cop FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All 'Previous Site Plans for OSTDS # ra�F-23z71V & Well # 'Date: -7 /St r.,'Ll Reviewer f/ O z Q a_ � z CQ W I E-• W E-- CA U w >e z a �. CO w I a Cn Cn ww LO a a Ln co C.0 I � o U - E- L) E- o z 92. x o SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK CVR L016 LEESBURG CONCRETE INCORPURNIED BUILDING NO TES 1. BLUDMISDELIVTMVJMINIHUORFIMSFIESANDNUOM1REALVM-ANDlDVVVCLTACE SYSTENS AND S0F0RlHAREN0rNCLLDMVJMTf EPRECASIFCONCREIE SCOPE M•' I I C EXF WALL t• •' C. •HI ,I t• •' CD d M WALL COLOR :D e. CC' ROOF COLOR C • D • •' !• •' 13UH-DING z � z w I F' w [� U W oa a o rx x a ww C` as Lo CC) ro I o cz U F U d Ix4 C C F O 1:4 O 0.. U SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A1.00 © 2016 LEESBURG CONCRETE INCORPORATED CID z o z - 6'-0" 6'-0 6, —0" 6'-0" m La _ W 10'-8" 8" `F 4' — 62., W E SLOPE 12 12 SLOPE Z EaW 3 3 r�ioo V a N DO II II I I 07/8" I I 04 - II II II II �no Z 0) STf,EL DOORI I® STLIEL DOOR WP2 I 0 0) 'o (3068) I I ( ) 3068 I II CD II I 1 1 WP1 I (D I I I I it � II II � II II II it � II II II z o E- a P4 11 3'-0" 2'-1" 3'-4" 1'-4" 10'-8" v an W Ll A FRONT ELEVATION A REAR ELEVATION A202 SCALE NITS A202 SCALE NITS LE- 12'-0" 1 2'-0" 5'-6" 3'-0" 1'-10" V-0" 1'-01, 1'-1011 3'-0" 5'-6" 8" C7 z Q a rp ao 1 I � v _ I Z C\2 I F II 0 I II I I II II II I H © 2016 LEESBURG CONCRETE INCORPORATED z z a a M MV = Yr Lu 1 0'-8" uj W IX w o 2'-10" 7'-10" JU ® u 4. 7'-2" 4' 4'-5" 2'-1' LEFT z WP4 z 11 0 a x PRI n w nLn I 0 w F ca Q - WP3 z RIGHT � E- 5'-6" 3'-0" 2'-2" w E' �w 5,-2„ � A FLOOR PLAN � a� �, aQCQ o �� A3.01 SCALE NTS a - cLo i o a F U w � E-� E- x o GL U SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A3.01 ENG STAMP STATE STAMP � vo a � � _ SIN J � W � � PLUMBING I N � � � W BLOCKOUT 1 _I N� � � I I O N N l I� I� U� 0 F D I N I � o0 00 0 U 2016 LEESBURG CONCRETE INCORPORATED z a M 1 2'-0" w uj W" J U zoo z LD 0 Li. w Q Q W w [E- Q _ z a z RIGHT Rs2 w [� U w x z� A ROOF PLANCD A3.01 SCALE NTS x w L a a uo cc � I ~, o x U - EO- U U 6 E-- O z L� O Li. U SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 =A3.02 ENG STAMP STATE STAMP o cV 8" 8" LEFT Rs1 � WP4 �� oa PLUMBINGI I � � B OC OUT 1 ��� II i I � I �I o z I L� � © 2016 LEESBURG CONCRETE INCORPORATED Z ED U `o 1 0'-8' mEj a E, U) 8'-8" 1'-0" W v Jui BEET a®®® WP x z PLUMBING00 z 0 F 0. 0. U W A I I © 2016 LEESBURG CONCRETE INCORPORATED EDZ W V r� RL7 Y/ LU ljj Lj W2 1 2'-0" �L) z �N o_ F � iz w cn w Q vo �o LL w E— d Q �NQo I � c7 z q '� CJ � z I F w � w � w x RIGHT CD ow END z "" a� ROOF PANELS NOTE: o� ww ROOF SHOW 1 as POST TENSIONING, WELD PLATE FLAT �' F LAYOUT F o z rx o 0. U SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A3.04 ENG STAMP STATE STAMP � 9" 10'-6" 9" DEFT WP4 �o I � PLUMBING BL�440UT I II I © 2016 LEESBURG CONCRETE INCORPORATED ED z o z 3 a WW ul - W ca z Wz iU _ z 1 2'-0" 8" 3'-26'-10" © 2016 LEESBURG CONCRETE INCORPORATED EO z a - lz z a o m ti a 'A I�6� rn W' W� W" Jc LOAD CENTER a®®® z DEFT WP4 ee oe _� i r U / � W / Q I W Q \1VA1 S V / C7 Q 0o eo oe �:D U � Z WP3 w i w a� x E- U w x occ Cz. U z I L�lL5 d o r4 x o mcn ww c Lncc a s co o U O STATE STAMP F U U d 5 E— o z A ELECTRICAL LAYOUT a A3.01 SCALE NTS sca T AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ _ PIECE MARK E 1.01 ENG STAMP U .ZU10 LttNBUKCi L;VIV(,KC1h 11VL.L)KYlJKAlhV EQUIPMENT CONNECTION SCHEDULE STARTER DISCONNECT NEMA NEMA NEMA SWITCH LABEL DESCRIPTION H.P. (FLA) CIRCUIT LOCATION PHASE VOLTAGE/ WIRE AND CONDUIT NOTES TYPE SIZE BY LOC. ENCL. AUX. BY LOC. ENCL. SIZE HD HAND DRYER 7.9 14 BATHROOM 120V11 PH (1) 3/4" C. (2) #12, (1) #12G EF EXHAUST FAN 1.17 8 BATHROOMS 120V/1 PH (1) 3/4" C. (2) #12. (1) #12G _ _ _ _ _ MFG UNIT 1 NA 1 NOTES: 1 - MAKE CONNECTION TO MOTOR. STARTER AUX. 2 - INSTALL MOTOR STARTER FURNISHED BY MANUFACTURER. A - START -STOP IN COVER. 3 - MAKE CONNECTIONS TO CONTROLS. B - HAND -OFF -AUTO IN COVER. 4 - FIELD CONTROL WIRING TO BUILDING AUTOMATION SYSTEM. C - PILOT LIGHT IN COVER. 5 - RUN FEED THRU CONTRACTOR CONTROL FROM FAN SHUTDOWN RELAY. D - AUXILIARY CONTACTS. 6 - FURNISH & INSTALL DUCT SMOKE DETECTORS. E - CONTROL CIRCUIT TRANSFORMER. 7 - PROVIDE G.F.I. OUTLETAT UNIT. CIRCUIT TO NEAREST 120V CIRCUIT. F - TWO SPEED MOTOR CONTROL. 8 - WIRE THRU T-STAT THEN TO MOTOR. G - KEY OPERATED - UP/DOWN OR OPEN/CLOSE. UC+TIINGLEC-6ND EQUI LAMPS FIXTURE P. SYMBOL DESCRIPTION MANUFACTURER CATALOG NO. QT WAT VOLTA TAG Y. DESC. T GE O 4 LED WALL MOUNTED 12'h48" ENVOY LIGHTING MC-232TBA-UNV-EBT1 2 28W T8 60 120V LIGHT FIXTURE O LED WALL MOUNT LIGHT ENVOY LIGHTING NRG-301-PC 1 5OW 60 120V FIXTURE HPS POAERLEGBC SYMBOL DESCRIPTION qp DUPLEX RECEPTACLE qpGF! GROUND FAULT DUPLEX RECEPTACLE S SINGLE POLE SWITCH M OCCUPANCY SENSOR SWITCH WALL MOUNT TWO -POLE DUAL TECHNOLOGY OCCUPANCY SENSOR. ONE POLE TO OPERATE LIGHT. ONE POLE TO OPERATE EXHAUST FAN. #6 AWG CU SYSTEM BONDING — JUMPER (IF SOURCE OF POWER IS FROM ANOTHER BUILDING WITH A NEUTRAL/GROUND BOND, DO NOT PROVIDE.) GROUNDED PHASE CONDUCTOR 100A MCB BUILDING DISCONNECT NEUTRAL BUS #6 AWG CU EQUIPMENT BONDING JUMPER GROUND BU'. EXOTHERMIC WELDS LWCENTER SYMBOL DESCRIPTION 6 I SURFACE -MOUNTED LOAD CENTER PANEL DESIGNATION: A SERVICE: 100 AMP LOCATION: CHASE MAIN: 100 AMP EQUIPMENT/AREA CKT. CKT. PHASE LOAD CKT. CKT. EQUIPMENT/AREA BRK. VOLT -AMPS BRK. SERVICED # # SERVICED 360 / A 1920 / s AMP AMP RESTROOM RECEPTACLE 20 1 / / 2 20 SPARE CHASE RECEPTACLE GFI 20 3 180 1920 4 20 RESTROOM HAND DRYER / / 6 20 LIGHTS SINE 20 7 / 2500 / 7132 / 1920 / 360 1920 8 20 EXHAUST FANS SPARE_ 30 9 / / 10 20 SPARE GAF€ 20 1 1 180 1920 12 20 SPARE TOTAL PHASE LOAD: 6480 1379 /240V TOTAL PANEL LOAD: 13792 57.47 GROUND METAL UNDERGROUND CLAMP WATER PIPE GROUNDING �Lr ELECTRODE #6 AWG COPPER GROUNDING ELECTRODE CONDUCTORS 5/8" OA x 8'-0" COPPER CLAD GROUND ROD ELECTRODES NOTE =; RCQL-SEWCENOTSYLCl7" P190 VivW4�, I. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE, NFPA 70 - THE NATIONAL ELECTRICAL CODE (NEC) 2017. 2. WIRING SHALL BE IN CONDUIT, MINIMUM SIZE 1/2" OR AS REQUIRED FOR CONDUCTOR NUMBER AND SIZE. USE ELECTRIC METALLIC TUBING. WHERE PVC CONDUIT WILL BE EXPOSED ON EXTERIOR, USE SCHEDULE 80. USE FLEXIBLE CONDUIT FOR FINAL EQUIPMENT CONNECTIONS. " 3. CONDUITS AND CABLE PASSING THRU FIRE RATED CONSTRUCTION SHALL NOT LESSEN THE RATING OF THE CONSTRUCTION. CONDUITS PENETRATING EXTERIOR WALLS SHALL BE COMPLETELY WATERTIGHT. 4. SUPPORT CONDUIT AND CABLE DIRECTLY FROM THE BUILDING STRUCTURE AS PER NATIONAL ELECTRIC CODE (NEC) REQUIREMENTS. 5. CONDUCTORS SHALL BE COPPER, MINIMUM SIZE NO. 12 AWG OR AS REQUIRED FOR CIRCUIT. COLOR CODE IN ACCORDANCE WITH THE NEC. CONDUCTOR INSULATION SHALL BE TYPE THHN/THWN. - 6. BOXES SHALL BE SHEET STEEL TYPE, SIZED FOR NUMBER OF CONDUCTORS, FITTINGS AND DEVICES IN ACCORDANCE WITH CODE. COORDINATE PLACEMENT OF BOXES IN AND AROUND CASEWORK, KNEE SPACES, LAVATORIES AND OTHER EQUIPMENT TO AVOID CONFLICTS WITH MIRRORS AND OTHER APPURTENANCES, REFER TO ARCHITECTURAL DRAWINGS. LOCATE LIGHTING CONTROL SWITCHES ON STRIKE SIDE OF DOOR, FIELD VERIFY FINAL DOOR SWINGS. BOXES CAST IN CONCRETE SHALL BE CAST IN PLACE GRADE BOXES AND SHALL BE CAST FLUSH WITH THE WALL SURFACE. 7. WIRING DEVICES SHALL BE 20 AMPERE, SPECIFICATION GRADE TYPE, COVERPLATES SHALL BE HIGH -IMPACT PLASTIC OR NYLON. FINAL COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE APPROVED BY THE OWNER AND ARCHITECT. 8. OWNER NOTIFY POWER COMPANY AND ARRANGE FOR SERVICE. LABOR AND MATERIALS NOT COVERED BY THE POWER COMPANY SHALL BE PAID BY THE OWNER. 9. PANELBOARDS SHALL HAVE MAXIMUM 20" WIDE LOCAKABLE CABINETS AND COPPER BUS BARS, PANELS SHALL BE FULLY RATED OR HAVE A UL LISTED SERIES CONNECTED RATING OF A MINIMUM 22,000 AIC. IF THE ACTUAL AVAILABLE FAULT CURRENT EXCEEDS THE 22,000, CONTACT ENGINEER OF RECORD IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. PANEL BOARD SHALL HAVE A MINIMUM 20% SPA CAPACITY UPON COMPLETION OF PROJECT. OBTAIN FAULT CURRENT VERIFICATION LETTER FROM POWER COMPANY AND PRONDE COPIES TO ARCHITECT, ENGINEER AND LOCAL AUTHORITY HAVING JURISDICTION. - 10. OWNER PROVIDE GROUNDING SYSTEM AS PER NEC ARTICLE 250 REQUIREMENTS. 11. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE WITH EQUAL TO OR LESS THAN 20% THD AND A 3 YEAR WARRANTY. FLUORESCENT T5 LAMPS SHALL BE 3500K. 1 12. OWNER OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR WORK- 13. DRAWINGS INDICATE DESIGN BASED EQUIPMENT. VERIFY EXACT LOCATION, CHARACTERISTICS AND CONFIGURATION OF CONNECTIONS REQUIRED FOR OWNER FURNISHED EQUIPMENT AND EQUIPMENT SPECIFIED UNDER OTHER DIVISIONS. IF ALTERNATE EQUIPMENT IS USED PROVIDE PROPER OVERCURRENT PROTECTION, DEVII AND CIRCUIT REQUIRED. EQUIVALENT EQUIPMENT TO THAT SPECIFIED MAY BE SUBSTITUTED, HOWEVER, THE CONTRACTOR SHALL MAKE ANY ADJUSTMENTS AND CHANGES- REQUIRED TO ACCOMMODATE THE SUBSTITUTIONS AT NO COST TO THE OWNER. CONTRACTOR SHALL GUARANTEE EQUIVALENCE OF SUBSTITUTED EQUIPMENT. 14. PROVIDE SHOP DRAWINGS, OPERATIONS AND 6UJNTENANCE MANUALS AND MAINTAIN RECORD DRAWWNGS PER THE REQUIREMENTS OF THE ARCHITECT. E�0/ Z C3 a �w w tj Wz .� CALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK E1.02 4" 3�8 MID PANEL FLOOR -WALL DETAIL �l Y2 3 s NON -SHRINK GROUT ,o o n c (L)YWALL -WALL DETAIL U 4" 16" 3" NON -SHRINK GROUT 3/8" CONT. SEALANT BEAD, a e o e g EXT, TYP — MID PANEL — W ALL — WALL DETAIL LI-- Eli cc % 1 - CORNER PANEL - FLOOR -WALL DETAIL a a a ° e DRIP STRIP 3/8" CONT. 3/,s' V3" SEALANT BEAD, NON -SHRINK EXT, TYP °o GROUT a^ �11 — MID PANEL — G ROOF —WALL DETAIL tapered roof DRIP STRIP 3/8" CONT. SEALANT BEAD, EXT, TYP — CORNER PANEL — H ROOF — WALL DETAIL tapered roof ED z �y 0 KIL m >t P W Z .J 0 SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A5.01 Y YLd m cD to s FLAS METAL F P ROOF - PEAK DETAIL gabled roof PX%X STAINLESS STEEL r 4°x4°xj° W/(2) r0xl} HAS W/T-4° BENT REBAR EX)OC%S $ m PRECAST ROOF % 4'Y4'x1' W/(2)'tO4- HAS W/V-4" BENT REBAR PRECAST WALL 4 VARIES P.D. PRECAST EE LAYOU1 WALL BEYOND ELEVATION -MID PANEL - ROOF - WALL DETAIL gabled roof PRECAST/ ROOF 3 3' PRECAST 4' L WALL PRECAST WALL P. p EELAYOU ELEVATION PRECAST ROOF OO PL j5t4'k4' 4'ka•xj° W(2) rOx2' J�41'°W1(2) °gOx2'HAS HAS W/1'4' BENT W/1<° BENT REBAR REBAR �s 3° 3�8 PRECAST WALL .SECTION P.D. -PAR TITIONUPANEL- c WALL - WALL DETAIL gabled roof 'RECAST NALL PRECAST ROOF PL3'x4'x4° OO PL;"x4'k4° 4N4-4- W/(2) t0x2' HAS W/1'A° BENT REBAR 4'k5'z:' W!(2) g'°0x2'HAS W/V-4' BENT REBAR s 3" PRECAST WALL A -A SECTION P.D. VARIES EE LAYOU -CORNER PANEL- R ROOF - PEAK DETAIL gabled roof V z M�M 0 133 1L u W WC W" rJ ca z O_ F a in Q SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A5.02 V L010 1 LCV✓ 31SUKlT l.V1Nk-1CC1C 11NL V1CYU1(H1r.0 BUILDING DESIGN TRANSPORTABLE PRECAST BUILDINGS HAVE BEEN DESIGNED TO ELIMINATE THE NEED FOR FOUNDATIONS OR FOOTINGS FOR VIRTUALLY ALL INSTALLATIONS. THE BUILD -IN FLOOR OF THE BUILDINGS ARE DESIGNED FOR USE ON FLOATING FOUNDATIONS COMPRISED OF 4" - 6" OF CRUSHED STONE OR SAND AND HAVE PROVEN TO BE EFFECTIVE AND PROBLEM FREE IN THE FIELD IN A WIDE VARIETY OF INSTALLATIONS. THE EFFECTIVENESS OF THE DESIGN HAS NOT BEEN ADVERSELY AFFECTED BY THE SIZE OF THE BUILDING. CAVEATS THE FLOATING FOUNDATION OF CRUSHED STONE OR SAND SHOULD BE PLACED ON A WELL DRAINED AND GRADED AREA TO PRECLUDE THE RETENTION OF STANDING WATER TO,MINIMIZE GROUND SWELL, PREVENTING DAMAGE TO THE BUILDING OR ITS CONTENTS. THE DESIGN OF THE BUILDING ENABLES THE BUILDING TO BE TRANSPORTED WHICH MAXIMIZES FLEXIBILITY AND LONG TERN USEFULNESS. THE ELIMINATION OF FOUNDATIONS AND FOOTINGS MINIMIZES IMPACT ON THE ENVIRONMENT OF THE BUILDING SITE. THE USE OF STANDARD FOOTINGS OR FOUNDATIONS WOULD NEGATE SOME OF THE BENEFITS OF USING TRANSPORTABLE BUILDINGS. IN AREAS WHERE LOCAL BUILDING CODES REQUIRE FOUNDATIONS OR FOOTINGS, A Perimeter Form CODE VARIANCE MAY BE AVAILABLE. MANUFACTURER'S SITE PREPARATION REQUIREMENTS: L+2' t W+2' 1. CONTRACTOR SHALL PROVIDE A LEVEL UNOBSTRUCTED AREA LARGE ENOUGH FOR Grade A CRANE AND A TRACTOR -TRAILER TO PARK ADJACENT TO THE PAD SUCH THAT o 0 0 CRANE'S OUTRIGGERS MAY BE PLACED WITHIN 5-0" OF THE EDGE OF THE PAD o AND THAT TRUCK AND CRANE MUST BE ABLE TO GE T SIDE BY SIDE UNDER THEIR OWN POWER. — 2. NO OVERHEAD LINES MAY BE WITHIN A 75 FOOT RADIUS OF THE CENTER OF THE PAD. - —d E� 3. 24" CLEARANCE IS REQUIRED BETWEEN SURROUNDING STRUCTURES. - —_ 4. BUILDING SHALL BEAR FULLY ON A CRUSHED STONE BASE THAT IS 2 FEET — LONGER AND WIDER THAN THE BUILDING. Stone 5. STONE SHALL BE A MINIMUM OF 4" THICK Compacted Subgrade p g 6. THE UNDERLYING SOIL MUST HAVE A MINIMUM, SOIL BEARING CAPACITY OF 1,500 PSF. SITE PREPARATION 7. STONE SHALL BE $" OR SMALLER AND MUST BE SCREED LEVEL WITHIN 4" IN BOTH DIRECTIONS. 8. STONE SHALL BE PLACED WITHIN A PERIMETER FORM FOR SCREEDING, AND FORMS TO REMAIN IN PLACE DURING ERECTION OF THE BUILDING. 9. IF BUILDING IS TO BE PLACED UPON PAVEMENT OR A CONCRETE SLAB, UNDERLYING SOIL MUST HAVE A MINIMUM SOIL BEARING CAPACITY OF 1,500 PSF. A MINIMUM OF 1" OF CRUSHED STONE OR SAND MUST BE PLACED UPON THE PAVEMENT OR CONCRETE AND EXTEND A MINIMUM OF 12" PAST THE BUILDING IN ALL DIRECTIONS. RETAIN WITH A PERIMETER FORM UNTIL AFTER THE BUILDING IS ERECTED. 10. PROVIDE POSITIVE DRAINAGE FOR THE FILL, PAD OR SLAB. SCALE: N.T.S. �..-Level Screed SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A6.01 V LV10 I LJ✓J13 U1CV l.V1Vl.1CG1G llNL-"I ltjlEAlrlu g1l i' I 11 s� 1 11 1 1 I 1. Remove form rails. Verify concrete strength with Schmidt Hammer or cylinder breaks. Concrete shall be a minimum of 3,750 PSI before cable can be stressed. 2. Remove recessed plastic pocket —formers at the post —tensioning anchor. 3. Remove the plastic sheath from the strand all the way from the base of the anchor to the end of the strand. Clean off grease from exposed portion of cable. Use a suitable solvent. Never heat or use flame on the cable. 4. Insure that the tapered holes in the anchors are cleaned and free of any debris or cement paste, which might interfere with proper wedge seating. 5. Install wedge sets around the strand at each anchor. Press the wedges in with the fingers evenly. Tap wedges in securely. Make sure the ends of the wedges are even with each other so that the stress will be evenly distributed over the wires of the strand. 6. Slide the wedge —setter over the cable and place against the wedges installed in the cast —in anchors (see drawing #1 on sheet A1.08). 7. Install the temporary reusable anchor on the strand. The plates of the jack will push against this anchor to elongate and, therefore, stress the strand. Set the temporary stressing anchor approximately 5" beyond the rear of the wedge —setter (see Drawing #1 on A1.08). 8. Install the plates of the twin -ram stressing jack over the strand between the wedge —setter and the reusable stressing anchor. 9. Standing back from the jack, using a remote switch for the pump, stress the strands until the pump pressure gauge indicates a pressure listed on the calibration chart of your stressing pump, that corresponds to 33 K required tension on the 11" cable. Whenever stressing be sure to observe safety precautions and operator positioning in anticipation of unexpected failures. NOTE: As a double—check to insure proper- elongation of the strand, measure the distance the jack has stretched th'e cable. This dimension should be in accordance with the following formula: Length of total cable x .0795 = the length of cable elongation. 10. Release pump pressure slowly and remove the jacking system and temporary stressing anchor. Your post release tension on the cable will be 28.5 K. 11. Repeat stressing operation at other end of cable. To insure that cable is fully tensioned. Line friction may result in lower stress of total length of cable if this procedure is not done. 12. Release pump pressure slowly and remove jack system and temporary anchor. 12. Cut off strand tails at 1" from the wedge and pack the holes with permanent grout. SAFETY INSTRUCTIONS: NOTE: Stressing units are calibrated against load cells to determine the gauge pressures for a particular unit which will produce the desired engineering force. Gauge pressure versus actual load calibration should be checked every six months against a load cell. The sample table on A1.08 lists the current equipment in service. Never use equipment which has not been tested in the last 6 months. The Quality Control Department has the responsibility to insure the stressing unit is calibrated semi—annually. See the following sample calibration chart A1.08. The calibration chart of your stressing jack is likely to vary from the sample table on A1.08. ROOF AND FLOOR POST —TENSIONING Stressing System Safety Instructions This equipment is designed and built to provide safety during equipment operation. It must be operated and maintained by personnel who are trained in and follow safe procedures. Since the forces involved in tendon stressing are in the order of 33 to 46 kips, it is obvious that failure from any cause could be damaging to personnel and property. Accordingly, stressing equipment operators are expected to observe all applicable safety precautions including the following: 1. Before activating the pump, visually check all elastomeric tubing for nicks, cracks, or other damage and repair or replace if required. 2. See that all tubing joints are tightly connected. 3. Be sure that pump is supported in a stable manner and positioned to avoid strain on connection lines. 4. Be sure that protective dunnage and appropriate safety barriers are erected to protect the operator and any others in the area. 5. Observe the gauge pressure that will develop the required tensile force as marked on the tag attached to the pump. Locate this reading on gauge face. 6. Be certain that tensioning twin —rams are positively engaged and correctly aligned. 7. Activate pump and observe gauge. If pressure does not build up promptly, check system for leakage and make sure that anchors and wedges on both ends of the POLYSTRAND® tendons are properly engaged. When pressure reaches approximately 1000 PSI, stop and check for alignment. Make sure that the strand is at the top of the slot provided in the tension jack cylinder connector plates. 8. Continue pumping until final pressure is attained. When stressing long tendons, multiple strokes and resetting the temporary anchor will be required. — — CAUTION — — pressure will build extremely fast if rams are fully extended. Monitor ram extension and gauge readings continuously. 9. When the correct force has been applied to the tendon, stop the pump motor and release the pressure on the pack by opening the hydraulic valve. 10. Use care in moving and storing equipment to insure that gauge and tubing are not damaged. 11. Observe site rules pertaining to frequency of gauge calibration. V 2 1X > - Z3 I m UI WZ z ._I U MA z � U � z F � W W x CD co U� C23 o mcf) W W C:) a .4 Ln 00 �o � U W E- C:) a, U SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A6.02 W10 1 L" NBUXU UUINUIC1 M JINUUKYUICf ILL ►: • • : .• : 0 ' ./• : • / •: r :• r. • . r • • : • • •:• . r - • •: l •: r • J • .10 : • • • - •: • .: • . ::.� • • - •: • l • :1 .111,0 1: l :• :Jl `• ofAl •: :.. • 2a TM RAM SAW" 1dM 9AM M.DDo 7M v b SIAM L 3-- V, MM 4) i CL 4,OM 3 3 3AM W LPL a Calbmted Ep Rr, WO Mam Load Cad NuMbon 83106 Actua[ Lomd (KIPS) Ram Cat1bratlan CurvR Rare 01 VSL-228-00661 lei C+uage #i VSL-P;38-0066i 9006 Haute Court Sprkiffbetd, Vb-&le PM Phana Nup6erk CM) 4M-43M Fax Nwkerk CM) 431-OM ry(D Z `e i� Z a eM U(] i rE W m W" J �Ml SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET N:MARK / PIECE A6. © 2016 LEESBURG CONCREIE 1N(.URIVRA1EO z IV U7. cn ~ W �' w z z J r VN z 0 a \ \ \ \ w F d F] O O O z Q � z ' � w o� x SLAB WEIGHT om U FS 1 7,480.00# EA a WP 1 1,970.00# EA w w WP2 3,469.008# EA Lo co a a WP3-4 2,812.00# EA STATE STAMP � CD O PP1 2,100.00# EA R1-2 3,955.00# EA o z x o a. U TOTAL 28,553.00# SCALE AS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A7.01 ENG STAMP f4 X 18" LG LDABLE REBAR .60) ;2) Y"0 X 2" LG HAS d' HARDWARE INFORMATION II MATERIAL REQUISITIONS 1" 38" JOB NO: JOB NAME: MARK NUMBER PART NUMBER P101 1" (1) #4 X 18" LG WELDABLE REBAR (G R.60 ) (2) %2"O X 2" LG HAS CV i i i - CV 1y2" 3" 1y2" HARDWARE INFORMATION MATERIAL REQUISITIONS JOB NO: JOB NAME: MARK NUMBER PAGE NUMBER PART NUMBER H.01 P102 HARDWARE INFORMATION II MATERIAL REQUISITIONS 1" 38" JOB NO: JOB NAME: MARK NUMBER PART NUMBER P101 1" (1) #4 X 18" LG WELDABLE REBAR (G R.60 ) (2) %2"O X 2" LG HAS CV i i i - CV 1y2" 3" 1y2" HARDWARE INFORMATION MATERIAL REQUISITIONS JOB NO: JOB NAME: MARK NUMBER PAGE NUMBER PART NUMBER H.01 P102 _ o L0 0 T (2) #5 X 30" LG WELDABLE REBAR (GR.60) un U')100 2'-6" s (1) 1 "fZi X 2" LG B25 NUT �t 04 T 311 - 8 c0loo 4" HARDWARE INFORMATION MATERIAL REQUISITIONS JOB NO: JOB NAME: MARK NUMBER PART NUMBER P103 HARDWARE INFORMATION MATERIAL REQUISITIONS JOB NO: JOB NAME: MARK NUMBER PAGE NUMBER PART NUMBER H.02 0 111 02 1 IX SET is a high strength, non —shrink, epoxy —based adhesive formulated for anchoring concrete and doweling threaded rod and rebar. Resin and hardener are dispersed and mixed simultaneously through the mixing nozzle. FEATURES: 1. CODE listed under the IBC/IRC for URM per ICC—ES—ESR=1772. 2. Meets or exceeds the requirements of ASTM C881 specification for Type I and IV Grade 3, Class C. 3. Cure times — 24 hours at 65 deg F, 72 hours at 40 deg F. 4. No power brushing required. 5. Suitable for use in damp or wet sites. 6. When properly mixed, adhesive will be a uniform grey color. Applications 7. Threaded rod anchoring and rebar doweling to concrete, masonry and URM (red brick) 9. Pick proof sealant around doors, windows and fixtures 10. Bonding hardened concrete to hardened concrete. 11. Multiple DOT listings; refer to strongtie.com/DOT Codes 12. ICC—ES—ESR-1772; Florida FL 15730.5: AASHTO M-235 and ASTM C881 (Type I and IV, Grade 3, Class C); NSF/ANSI Standard 61 (216 sq. in. / 1000 gal.) Installation and Application Instructions 13. Surfaces to receive epoxy must be clean. 14. Base material must be 40 deg F or above at the time of installation. 15. To warm cold material, store cartridges in a warm area or storage container. Do not immerse cartridges in water or microwave to facilitate warming. 16. Mixed materials can harden in 30 minutes at temperatures of 70 deg F and above. HARDWARE INFORMATION II MATERIAL REQUISITIONS II JOB NO: JOB NAME: MARK NUMBER PART NUMBER P107 Product Data Sheet Edition 1.29.2aQ7 Identification no. 431 `• ; ka5ex-ta WMM a,cvp.rr. r�.�,c uaeucr�rs.or.a Slkafiexa-1 a raxx n.0 One part polyurethane, kr ;_ elast©medc sealant(adhesive rM4� " naeorlpflon Sltaffa-la 16 a preralu n-grade, high-Ferdmaance, mdsbxeture41-oanpcnznt, p0ryor9=L-3 a5W, nonsagela Imenrsealan MeetsFeder&spe=ahcnTT.S-7ID23aC,apeAl,CIa55Arue sAS7h1C- 92,8, l}pe S. Grate NS CMSS 35. use NT O.V,. G, t Cann V2rr= CAWCGSS 19.13- M1B7. 'Mere use ■ �stgned sar ai types pot vrar maxUnufn dcplh sect effl r exceed 1f2 ta. aF,,, •c . E7�871ttdrsn7allJslii'�atn;7lEfi.SY I�SiYs,dQBIIRaSrfee,reglefs.nasrmg,anama:ryconsina.?an adhesCm apjr+Ja:.ana SuM3b[e ft v-*,321 aid hodzonlai joints,; aeadiy ;A 40•F ti ■ Fasmarry appllraronsasanew`1,=Eztie Isv ed�s[rntmrcoetllcFen�strfexpas . S=ErgedomlG`s7ars.such ascanal and reeenUrpints. !I AOwtages . EItrNnatesbrrp_. effort. and equlpmantran mixing, tilffrg cartridges. pre -heating ortthaatag, and cleaning Cregupmerrt . Fasttaus-Treeand Map nuetomes_ � ` . am to a tjR. *Drat M, MmOble consistencyWin exnepeanal cr ana tear-r `SrdncY. En —Rent adhaslan -bonds to most aonsuaclMn mmter!Les Wthrut a prhner. er . Exr1g[trztantaa9�9 r PnrmnIntough c@naiesaround the iroril . i,%F Ragr—slered, meets 19-Da usciA gulffeiaes. M.. . oddness, nattetalning. . detneelreslstmt t r . h15F CertMed to NSFA NS1 Standard 51 for potable varier Contact. . . Umt[Fare-baEed:suggested IryEFAFarradenredo. y Mbble atth eater : aft and mbtrec-Caszd pa lls_ CZ!p3ble Gr:EM%jD!m mWalrIerl Cmrerags 1D.3Fri.W_cah1dgeseals12.4Wear 1Lor112x114In. jo€rrt,2ai3.ergumpacsausage Sears. 21¢ne-9rt.of Typical Data (5sa erroranucurtrbecanmutu¢s 7sF(ssaq,Boarspastu►) Shfr Lire 10.311- M cart0ges 15 mom 2DQ(z u 0sausage5 15nionths 5 gamn pall 9 m1artns ,s 55 gaflm dorm 9 monti;s Storage Corrdlfform Stcre at40*-55'F (4'3rCj ConrL3an material io W-i 5'F before uzft . Ca[am White,ColeNalut�,ahuirhrmngray. lnestone—VWLdark brcnze,apdalten. Spa] archltectrgat colors on request _ - ` - AppllcaflonTamperatum elnsbIieffWien jcintIsatrClo-range a[Its �` ar�ipa[ed mdsenrenL Sarvice legs 4CI'to 17[rF CuringRate 7acklea nrne 4hours 'Tart-2eetotaudh 3hovrs Flnalalue 4ID7dap 78arstrsngfn(ASTM0-924j 55mfi1 Shwa A Hardness (ASTM D 2240j 21 day 40-5 Tensile Properties (ASTM DA12j 21 day T61ety Stress 175 pEI (121 FdPaj a Elongation & Break 55D% lAodulos of Mastldty 2596 35 psi (4.24 MPa CUiS 6tl psi (0.41 %Ipa) IUD% aspsi (d.5941Pa) Aansalon In PSBI (IT-3-Ba238C, AS -FM C 75q - Substrate pees StrEngin Adhes!on Las Concrets 2a Ib. 13% Akrmlwri 23Ib_ G% ffis6 2a m_ rv% 'hesjhering Realdance Exoellenf Charnlml Resistance Gana resistance to hater, dUEd a.7as, and duatea aRallnes. CcrlsvttTetMr=l Sent fdrsFee d data. HARDWARE INFORMATION II MATERIAL REQUISITIONS II JOB NO: JOB NAME: MARK NUMBER PAGE NUMBER PART NUMBER H.04 -- V LU10 LtItNBUKC} IIVIVC.KCIC 1N(.'VKmK2k1hu PLUMBING SPECIFICATIONS 1. GENERAL 1.1 DESCRIPTION OF WORK: A. ALL FIXTURES, EQUIPMENT, ACCESSORIES, MATERIALS, AND LABOR REQUIRED TO PROVIDE COMPLETE, COORDINATED, AND FULLY FUNCTIONAL PLUMBING SYSTEMS GENERALLY AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1. SANITARY SEWER/VENT 2. DOMESTIC WATER 1.2 RELATED DOCUMENTS: A. THE REQUIREMENTS OF THE CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL APPLY TO AND BE CONSIDERED A PART OF THE PLUMBING WORK IN -SO -FAR AS THEY APPLY TO THE PLUMBING WORK AND ARE REQUIRED FOR COORDINATION. 1.3 JOB CONDITIONS: A. DUE TO THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF THE WORK DESCRIBED AND INDICATED. B. PROVIDE FITTINGS, OFFSETS, TRANSITIONS, AND ACCESSORIES REQUIRED TO MEET CONDITIONS OF THE PROJECT. C. PROVIDE SERVICE ACCESS FOR EQUIPMENT, CONTROL COMPONENTS, VALVES, AND SPECIALTIES. D. PROVIDE ACCESS PANELS FOR VALVES, ACCESS DOORS, ETC. CONCEALED BEHIND FINISHED SURFACES. 1.4 CONFORMANCE TO REGULATIONS: A. WORK SHALL CONFORM WITH THE CURRENT FLORIDA STATE REQ. FOR EDUCATION FACILITIES 1.5 QUALITY ASSURANCE: A. COMPLY WITH MANUFACTURER'S REQUIREMENTS AND NOTES AND DETAILS SHOWN HEREIN FOR INSTALLATION OF EQUIPMENT. 1.6 MATERIALS AND EQUIPMENT: A. EQUIPMENT PROVIDED FOR THIS PROJECT SHALL BE EQUIVALENT TO PRODUCTS SPECIFIED. B. CONTRACTOR SHALL GUARANTEE EQUIVALENCE AND IS RESPONSIBLE FOR MODIFICATIONS REQUIRED AND COORDINATION WITH OTHER TRADES TO FIT SUBSTITUTED PRODUCT INTO THE PROJECT. C. MATERIALS AND EQUIPMENT OF THE SAME TYPE AND USE SHALL BE FROM A SINGLE MANUFACTURER. D. PROTECT STORED MATERIALS AND EQUIPMENT FROM WEATHER. 1.7 UTILITIES AND CONNECTIONS: A. OWNER WILL PAY FOR ALL WATER AND SEWER UTILITY CONNECTION FEES. B. COORDINATE CONNECTIONS WITH SITE UTILITY DRAWINGS. WORK TO LOCATIONS AND INVERTS INDICATED ON SITE DRAWINGS. PROVIDE TRANSITIONS IN SIZE AND MATERIAL AT POINT OF CONNECTION. 1.8 SUBMITTALS: A. SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR FIXTURES AND EQUIPMENT SPECIFIED HEREIN AND ON THE DRAWINGS. SHOP DRAWINGS AND PRODUCT DATA SHALL BE IDENTIFIED PER INDICATIONS ON DRAWINGS, SHALL BE MARKED TO INDICATED SPECIFIC ITEM BE PROPOSED, AND SHALL BE ORGANIZED IN AN ORDERLY MANNER. SUBMIT SHOP DRAWINGS ELECTRONICALLY IN PDF FORMAT. B. SUBMIT OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT INSTALLED IN THIS PROJECT. INCLUDE COPIES OF SPECIFIC EQUIPMENT WARRANTIES IN MANUAL. 1.9 PROJECT CLOSEOUT: A. REPLACE OR REPAIR DAMAGED EQUIPMENT AND CLEAN ALL EXPOSED SURFACES. B. TOUCH-UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. C. INSTRUCT OWNER'S REPRESENTATIVE IN OPERATION AND MAINTENANCE OF EQUIPMENT. 2. PRODUCTS 2.1 PIPING SYSTEMS: A. DOMESTIC WATER PIPING - COPPER TYPE 1" SOLDERED FITTINGS B. SANITARY DRAINAGE - SCHEDULE 40 PVC WITH SOLVENT WELD FITTINGS. C. VENT PIPING - SCHEDULE 40 PVC W/ SOLVENT WELD FITTINGS. LEGEN D SOIL OR WASTE PIPING - - - VENT PIPING - _ COLD WATER PIPING HOT WATER PIPING - TW - TEMPERED WATER BALL OR GATE VALVE CHECK VALVE DROP IN PIPING ® SHOCK ARRESTOR ABBREVIATIONS AFG ABOVE FINISHED GRADE VTR VENT THRU ROOF EWH ELECTRIC WATER HEATER CW COLD WATER HW HOT WATER TW TEMPERED WATER DN DOWN WC WATER CLOSET UR URINAL LAV LAVATORY FD FLOOR DRAIN PLUMBING FIXTURE SCHEDULE FR. MODEL N0. DESCRIPTION W V CW HW NTS FIXTURE FITTINGS ACCESS. KOHLER, KINGSTON HYD ROYAL ACCESSIBLE FLUSH 3 K-4323 952-1.28 W1 VALVE WATER CLOS. 1.5 1 -- WALL MOUNT FLUSHOMETER 1,2 UR ACCESSIBLE WALL KOHLER, DEXTER KOHLER ROYAL HUNG URINAL 2 1.5 1/2 -- K-5016-ER 955-1.5 1,2 FLUSHOMETER KOHLER,CHESAPEAKE AMERICAN STD. L7 WALL MOUNT LAVATORY 1.5 1.5 1/2 1/2 K-1772 1,2,3 SA WATER HAMMER WADE ARRESTOR __ -- X -- SHOKSTOPS FD FLOOR DRAIN 3 1.5 -- -- OATEY _ TRAP PRIMER 43579 ON SITE BY OTHERS EWC ELEC. WATER COOLER 2 1 1/2 1/2 -- OASIS OPTIONAL P8ACSL BIBB KEYED HANDLE HOSE BIBB 2 1 1/2 3/4 __ LEGEND 1,2 T-541 FLG MOLDED STONE INTEGRAL DRAIN MS MOP SERVICE BASIN FIAT MSBID2424 NOTES: 1. INSTALL FIXTURES IN ACCORDANCE 2. PROVIDE PROPER ACCESSORIES FOR WITH APPLICABLE STANDARDS. WALL THICKNESS & CONSTRUCTION. 3. INSTANT HOT ELECTRIC WATER HEATER IS 4. SIZE PER MANUFACTURER'S RECOMMENDATIONS OPTIONAL.IF USED, PROVIDE TEMPERING VALVE FOR NUMBER OF FIXTURES SERVED. 5. WATER HEATER IS TO BE INSTALLED ON SITE BY 6. TRAP PRIMER IS TO BE INSTALLED ON SITE BY OTHERS OTHERS ;309.4) FAUCET NO MORE THAN 5LBS. FORCE TO OPERATE fm v z o Izz a Li Yr m Lu = W" v C7 z_ Ca �:D U � z C7 W I E- W C� W E-CD W za C23 .: X cn m W W " a ,Wa its Cc I C\2 F W F W O G, U SCALE AS NOTED DRAWN BY ISSUE DATE 10/19/20 SHEET NUMBER/ PIECE MARK P 1.02 Environmental Resources Department Legend QPetravice Preserve Boundary 0 North Fork River 0 Restroom Fuji Clean ATU 0 ATU Lift Station 0 ATU Drainfield Trails a St. Lucie County Streets 0 Parcel Boundaries Disclaimer: This map is intenteded for reference only For more information please contact the Environmental Resources Department Lands Division at 772-462-2897. Environmental Resources Department Legend ® Gopher Tortoise Burro QATU Lift Station 0 Fuji Clean ATU 0 ATU Drainfield QRV campsite driveway Trails Disclaimer: This map is intenteded for reference only. For more information please contact the Environmental Resources Department Lands Division at 772-462-2897. Boundary & Mean High Water Survey for: St. Lucie County - Board of County Commissioners Haupt Parcel Sections 4 and 9, Township 36 South, Range 4o East LEGAL DESCRIPTION The South 190 feet of that part of Lot 65 12lying East of the St Lucie River of White City Subdivision as recorded in Plat Book 1, Page 23 of the Public Records of St. Lucie County, Florida, and that portion of Outlets 210 and 211 lying East of the North fork of the St. Lucie River, West of a southerly extension of the West r/w line of Palmetto Avenue and North of the fallowing described line: Commencing at the NE comer of the NW 1/4 of Section 9, Township 36 South, Range 40 East, run West along the North line of said Section, 131.33 feet to the Point of Beginning of the fallowing described line: From the Point of Beginning run South 0' 31' West 40.5 feet to a point; thence run North 82'51'54" West 103.32 feet to a point; thence run South 83°56'58" West 110.80 feet to a point, thence run North 86°21'26" West 53.71 feet to a paint; thence run North 77°44'34" West 168.0 feet to a point on the North line of Section 9; thence run West along said Section line 81.5 feet to a point; thence run South 82°25' West 100.0 feet to a point; thence run South 10°05' East 21.0 feet to a point; thence run South 79°5V West 113.0 feet to a point; thence run North 10005' West 36 feet more or less to the shoreline of the North fork of the St. Lucie River. LOCATION MAP NOTTO SCALE FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes AII'Previous Site Plans for OSTDS #5 � -S%J q7,1 & Well # Date-7 '6 (, 10 Reviewer: COPYRIGIIT 0 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS Surveyors Notes 1. All bearings shown hereon are referenced to the State Plane Coordinate System, Florida East Zone North American Datum 1983, Adjustment of 2011 and are further referenced to the North line of Section 9, Township 36 South, Range 40 East, having a bearing of North 89°48 31' East. 2. Coordinates shown hereon are referenced to the State Plane Coordinate System, Florida East Zone, North American Datum 1983, Adjustment of 2011 util¢ing the Trimble VRS Now network. 3. All visible above ground improvements have been shown on this survey. There are remnants of numerous pieces and segments of pvc pipe used for irrigation as well as many areas covered with black plastic as might have been used in a plant nursery operation scattered throughout the site. 4. There has been no attempt to locate any underground improvements or utilities on this survey. 5. Elevations shown hereon are referenced to SL Lucie County Benchmarks'TONY" and 'BRIDGE' and are further referenced to the National Geodetic Vertical Datum of 1988 (NAVD88). B. The Mean High Water elevation as shown here on was established by extending the elevation shown at Mean High Water Interpolation Point No. 925. 7. The Mean High Water line shown hereon was located by angle distance ties. 8. This mean high water line survey complies with Chapter 177, Part II, Florida Statutes. 9. Survey work was performed the between 3/09/2015 and 3/242015. 10. 1 have reviewed the Commonwealth Land Tide Insurance Company, Commitment for Titie Insurance Order Number. 5137851; with an effective date of February 13, 2015 @ 8:00 AM., issued by Gonano & Harrell and With regards to the Schedule B, Section 11 exceptions that are matters of survey and have the following comments: Exception No. 6: Affects the property and is shown hereon 11. This survey is certified to: St Lucie County, a political subdivision of the State of Florida Gonano & Harrell Commonwealth Land Title Insurance Company Certification (Not valid whhout the signature and original raised seal of a Flodda licensed Surveyor and Mapper) I hereby certify that the Survey of the property shown and described hereon was completed under my direction and said Survey Is true and correct to the best of my knowledge and begat. I further certify that this Survey meets the Standards of Practice for Surveyors set forth by the Florida Board of Professional Surveyors and Mappers In Chapter 5.1-17, Flodda Administrative Code, pursuant to Section 472.027 Florida State Statutes. No search of the Public Records has been made by this once. The Survey Is based on information furnished by client or client's representative. 3242015 Date of Survey Peter Andersen Professional Survey and Mapper Flodda Certificate No. 5199 INCGGY ORP ORATED PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION LB 4108 COP.POPATEOFFlCE PG BOX 1169 " 15.5w MAmIN HIW. PALM CRY, FL 91991 (so9)36. • w...GCYINC.COM BOUNDARY & MEAN HIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY, FLORIDA Scale: Date: Flle & Drawing No; NIA MAR. 2015 05-1106-27 Drewn By. Checked By: Sheet J.A.S. P.A. of 2 4 F a O 5 4 8 •A �1 YA4EOC NAE a NA94A k11a1pBX12 e 88TM1.80 ramwm As Phx men TauO In Line Table Une# Direction Length L-1 NEW 31' 099E 37.81' L-2 N44' 48' 269E 332Z L3 N22' 12' 009E 16.02' L-4 N16' OW 2TE 25A6' L-5 I N17' 3W 199N 29.9T L-6 NOW OT 23V 10.16' L-7 N14'OT471W 12.33' L-8 N15' 58' 18"W 14.03' L-9 N24' OT O6'W 30.74' L-10 N26' 61' 39'W 30.33' L-11 N25" 1T 019N 7.67' L-12 S40' 51' 25 E 5.44' L-13 SIT 2W 57'E BAT L-14 SOO 1T 26'E 5.3T L-15 S02' 2T Ot'W 3.58' Una Table Line# Direction Length L-16 SOO`04'41'E 22.76 L-17 SOT 19' 12'W 7.11' L-18 S78' 46' 27"W 8.81' L-19 NEW 03'06'W 7.03' L-20 N27' 5T 49'W 18.56' L-21 N58'02'54'W 26.35' L-22 N63'3653W 11.4T L-23 N76' 28' 10'W 8.66 L-24 N60' 59' 11'W 24.23' L-25 S51' 21' 46'E 13.78' L-26 S73' 32' 509E 48.45' 21' 22.80'49' 31'�WE 24.62' qL-27S52' 46' 18' 1819' 76' 43' 33.69' Line Table Line # Direction Length L31 S47' 26 309E 13.56' L32 S40' 0& 159E 21.46' L33 S45' OT 58'W 25.65 L34 S79. 2958'W 9.59' L35 N59' 5V 341W 22.46' L36 S45' 26' 49'W 18.50' L37 S64' 19' 199E 14.13' L38 SOT' 09' 36'W 1220' L39 S78' 30' 54'E 11.81' L40 S24' 39' 48•W 37.83' - L41 S50' 20' 33'W 13.93' L-42 S86.15'50'W 19.06' L43 S46' 62' 45'W 33.81' L44 SW OT 37'W 17.30' L45 N12' 10' 049E 13.32' sET39e11.a- 'M ne W 41W S89'48131"W cle0l a�na0a°Th � 57.79' f\ /� S89'48'31'W \ 110." N MEAN HIGH WATER LINE ELEVATION: -0.IX NAwea AS LOCATED BETWEEN 3/09/2015 AND 3/17/2015 L-36 ^a Qf O BENCHMARK dj 3 L 34 rk vo off 304 L-38 L�3g o�cY1 Ix e w e mAv P AREA 3 0.57 ACRES* 5')• 7b6 * L-42 L l COPYRIGHT 0 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS 112.99' Line Table Direction Lan81h N38' 38' 189E 24.90' FUno7# NWIT 419E 35.84' NO2' 11'46'E 6.5Z S73' 36' 45W 20.84' SW 22' 56'W 33.89' L-51 S63' 16 44W 17.81' L-52 S64' 15' 46'W 17.83' L43 SEW 1T 20'W 40.35 L-54 S55' OT 17'W 79.69' L-55 N2b' 30' DO'E 17.10' L-56 N13' 5T 029E 13.68' L-57 N67' 1S 159E 6.03' NOfi'44'49'E 30.57' rL-59L-588 N37'2T46E 45AT N27' 51' 45 E 35.7e Una Table Line# Direction Length L-61 N12.16' 119E 24.46 Lag N26' 22' 40'E 28.74' L-63 N23- 36' 54'E 1823' L-64 N09- 34' 499E 32.40' L-65 N19- 3V 039E 1 8.95' `\ yF YET. IIFAVLY \� 1£fXTATeD MEA 9i' 6 mNC¢1F MNLJ ;?� _ - BENCHMARK ELEVATIBMI7� `'• SET Iii'txt6 •aY w0 mAY fT MEAN HIGH WATER UNE ELEVATION `: -0.13' NA •- AS LOCATED BETWEEN 3/09/2015 - AND 3/17/2015 ;RESS/EGRESS EASEMENT O.R.B. 1081_PACE 2662) SIN S19.55'W `at o V+s 113.cdo) J j2'13'31-Y, 100.00 (M) $�S�N 81.50'(M) �eSBg WEST 81.50'(D) S82'25'W .SYW 100.0'(0) OUTLOT 210 ACREAGE TABLE AREA 1 3.35 ACRES±ABOVE MEAN HIGH WATER AREA2 0.05 ACRES± ABOVE MEAN HIGH WATER AREA 0.57 ACRES± ABOVE MEAN HIGH WATER TOTAL 3.97 ACRES± ABOVE MEAN HIGH WATER / PARCEL ID: 3403-502-0109-010/4 (OFFICIAL RECORDS BOOK 939. PAGE 924) S89'48'31"W - 700.29' / / NORTH 29' OF SOUTH 219' OF LOT 65-1/2) A A-� A A A�- LOT 65 1/2� / al eE71CHMARI( AREA 1 ov ���gpg�p / / 3.35 ACRES* �I vElEVATON:3.31 ^ ' Ag � o ¢LI-r07i4� Ix a uP @/ / 'CCf n0 --- Pl- / 0- / �a-r3nc Le•saw EBOWDABO R / / d t y S89'48'31'W - 430.64'(M) + / _ 168. 0p (M)w l gr I� a 4. W s`a,'1 c �'4`0- k1,03oe k110]O61m n°`xrw. N1 68.0 '(D)"W oe N86'30'46'P/ oeBew58 .47'36"W 53.71'(M) S83'S6 58'E / N8621'26 W 53.71'(D) / OUTLOT 211 PARCEL ID: 3403-502-0215-000/7 (OFFICIAL RECORDS BOOK 3643, PAGE 1140) WHITE CITY SUBDIVISION (PLAT BOO 1, PAGE 23) LEGEND QOC(XX) = COMPUTER POINT NUMBER AC. =ACRES CCR = CERTIFIED CORNER RECORD C.M. = CONCRETE MONUMENT I.P. =IRON PIPE I.R. =IRON ROD Le = SURVEYING AND MAPPING BUSINESS N: = NORTHING COORDINATE E: = EASTING COORDINATE (D) =DEED (M) =FIELD MEASURED -A- = AERIAL UTILITY LINES ® = WOOD POST WITH ELECTRICAL SERVICE BOX & METER - 0 - = CHAIN LINK FENCE - D - = WOOD STOCKADE FENCE F- = UTILITY POLE ANCHOR 0 = WOOD UTIUTY POLE A A Le a uP to Nm• OT3'14•hP.aW ar we ee aloe' knawnse e 009{I2b I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION LEI 4105 CORPORATE OFFICE PO e0X 1469 •15a9SWMARTIN HWY. PALM CITY, FL 34991 teool 3ea•1066 • V7WWGCYINCCOM GRAPHIC SCALE 40 0 40 80 (IN Fwr ) Int-ded dlepLn7 come: 1 inch a 40 feet a$ ;4�§ € i �gl p,o6 In 6 POINT OF COMMENCEMENT SOUTH 1/4 CORNER 0 SECTION 4 icMa `n LP. (.a olnmunu4 N:110.11039e 0 eeaeBaea umwran As wR QA/ TmH FTnnm ex4• cv. I YnH 1/i' Ix I En�emffi o (No m munpIn kn9T1).50 e e'19092,9 4'51-w �-+ 3 5.59' 9 I 10 BOUNDARY& MEAN HIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY, FLORIDA Scale: Data; File & Drawing No: 1"=40' MAR.2015 05-1106-27 Drawn By Checked By. Sheet J.A.S. P.A. 2 of 2 Boundary & Mean High Water Survey for: St. Lucie County - Board of County Commissioners Petravice Preserve Section 9, Township 36 South, Range 4o East LEGAL DESCRIPTION Parcel I Outiots 210 and 211, Section 9, Township 36 South, Range 40 East, WHITE CITY, according to the Plat thereof recorded in Plat Book 1, Page 23, of the Public Records of St Lucie County, Florida. LESS AND EXCEPTING THE FOLLOWING (1): Start at the SE comer of Section 4, Township 36 South, Range 40 Fast, and run Westerly along the South line of said Section 4, a distance of 1402 feet to the Westerly right-of-way fine of Citrus Avenue; thence run Northerly along said right-ofZy a distance of 136.92 feet to the South line of the North 168.58 feet of Outlot 10. WHITE CITY, as per plat thereof recorded In Plat Book 1, Page 23, or the Public Records of SL Lucie County, Florida, thence by angle of 90'OZW to the left, run along said South fine a distance of 630 feet to the Point of Beginning; thence Continue to run a distance of 630 feet to the East right-of-way line of Palmetto Avenue; thence by angle to the left of 89'5900" run Southerly along said right-of-way line a distance of 172.86 feet; thence by angle of 9060TOU" to the leg, run 630 feet; thence by angle of 89'58'00" to the left, run 172.86 feet to the Point of Beginning. LESS that portion lying in Section 4, Township 36 South, Range 40 East, South of the extended South One of Outlot 10. ALSO, LESS AND EXCEPTING THE FOLLOWING (2): From the NW comer of the NE 114 of the said Section 9, run South 22.80 feet to the Point of Beginning; thence run East 610.60 feet thence con South 0604' East, 232.4 feet to a point on the North One of Outlot 213, WHITE CITY, as Ned in Plat Book 1, Page 23. of the Public Records of St Lucie County, Florida; thence con South 89038' West along said North line of Lot 213 a distance of 630.24 feet; thence run North 0'04' West 238.20 feet; thence con East 19.55 feet to the Point of Beginning; the West 19.55 feet of parcel being a part of an elghty (80) foot wide access Easement ALSO LESS AND EXCEPTING THE FOLLOWING (3): That portion of Outtots 210 and 211 tying East of the North Fork of the SL Lucie River, West of a Southerly extension of the West rAv One of Palmetto Avenue and North of the following described line: Commencing at the NE Comer of the NW 114 of Section 9, Township 36 South, Range 40 East, con West along the North line of said Section 131.33 feet to the Point of Beginning of the following described fine: From the point of beginning run South 0 degrees 31' West 40.5 feet to a point: thence con North 82 degrees 51' 54- West 103.32 feet to a point; thence run South 83 degrees 58' 58 West 110.80 feet to a po'art thence nm North 86 degrees 21' 26" West 53.71 feet to a point thence con North 77 degrees 44' 34' West 168.0 feet to a poim on the North line of Section 9; thence run West along said Section line 81.5 feet to a point, thence run South 82 degrees 25' West 100.0 feet to a point: thence run South 10 degrees 05, East 21.0 feet to a point; thence con South 79 degrees 55' West 113.0 feet to a point; thence con North 10 degrees 05' West 36 feel more or less to the shoreline of the North fork of the SL Lucie River. TOGETHER WITH all of Gramor's right title, and interest in and to that Easement seated by Instrument dated June 11, 1997 and recorded at O.R. Book 1081, Page 2662, Public Records of SL Lucie County, Florida. Togetherwith That potion of Lots 190. 191. 194 and 195, lying East of the North St. Lucie River Water Management District Canal No. 71, in Section 9, Township 36 South, Range 40 East as per Plat thereof of While City Subdivision as recorded in Plat Book 1, Page 23, of the Public Records of SL Lucie County, Florida. Parcel 2: Lots 192, 193 and 196 in Section 9, Township 38 South, Range 40 East as per plat thereof of WHITE CITY, recorded in Plat Book 1, Page 23, of the Public Records of St Lucie County, Florida; That portion of the South 5 acres of the NW 114 of the NW V4 and that panel of land lying East and adjacent thereto and the North 5 acres of the SW 1/4 of the NW 114 and that parcel of land lying East and adjacent thereto all being bound on the West by the North Fork of tha SL Lucie River as presently existing (also known as Canal No. 71) and bound on the East by the SL Lucie River as shown on Plat of White City recorded in Plat Book 1, Page 23. Public Records of SL Lucie County, Florida, lying and being in Section 9, Township 36 South, Range 40 East LOCATION MAP NOTTOSCALE SHEETINDEX 2 OVERALL SECTION 3-4 SUBJECT BOUNDARY 5 LINE TABLES 6 DETAIL OF IMPROVEMENTS COPYRIGHT 0 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS SURVEYOR'S NOTES 1. An bearings shown hereon are referenced to the State Plane Coordinate System, Florida East Zone, North American Datum 1983. Adjustment of 2011 and are further referenced to the North fine of Section 9, Township 36 South, Range 40 East, having a bearing of North 89'48 31' East 2. Coordinates shown hereon are referenced to the State Plane Coordinate System, Florida East Zone, North American Datum 1983. Adjustment of 2011 as derived by the National Geodetic Survey's Online Positioning Users Service (OPUS). 3. AO visible above ground Improvements have been shown on this survey. There are remnants of numerous places and segments of pvc pipe used for Irrigation as well as many areas covered with black plastic as might have been used In a plant nursery operation scattered throughout the site. 4. There has been no attempt to locate any underground improvements or utilities on this survey. 5. Elevations shown hereon are referenced to SL Lucie County Benchmarks `TONY' and 'BRIDGE' and are further referenced to the National Geodetic Vertical Datum of 1988 (NAVD88). 6. The Mean High Water elevation as shown here on was established by extending the elevation shown at Mean High Water Interpolation Point No. 925. 7. The Mean High Water line shown hereon was located by angle distance ties. There is 24.77 acres, more or less above the Mean High Water Line. 8. This mean high water fine survey Complies with Chapter 177, Part 11, Florida Shades. 9. There are 24.77 acres above the Mean High Water fine elevation of-0.13 feet (NAVD 1988) 10. Survey work was performed the between 7/15/2013 and 1226 2013. 11. 1 have reviewed the Old Republic National Title Insurance Company, commitment for titre insurance Fund File Number. 24-2013-001514Al; with an effective date of December 16, 2013 @ 11:OD PM., Issued by Patricia A. Baldwin and with regards to the Schedule B, Section 11 exceptions that are matters of survey and have the following Comments: Exception No. 5: Affects the property and Is shorn hereon Exception No. 11: The St Lucie County Property Appraisers Website Indicates the southern terminus of Palmetto Avenue is at the north line of the subject property. 12. This survey Is certified to: St Lucie County, a political subdivision of the State of Florida Florida Communities Trost Florida Department of Environmental Protection Old Republic National Title Insurance Company Certification (Not valid without the signature and original raised seal of a Florida licensed Surveyor and Mapper) I hereby certify thatthe Survey of the pmperty shown and described hereon was Completed under my direction and said Survey Is true and Correct to the best of my knowledge and belief. I further certify that this Survey meets the Minimum Technical Standards for Surveyors sm forth by the Florida Board of Professional Surveyors and Mappers In Chapter SJ-17, Florida Administrative Code, pursuant to Section 47ZO27 Florida State Statutes. No search of the Public Records has been made by this office. The Survey is based on Information famished by Went or cg-rs representative. 12R62013 Date of Survey Peter Andersen Professional Survey and Mapper Florida Certificate No. 6199 INCGGY ORP ORATED PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION LB 4108 CORPORATE OFFICE PO WX 146e • feet SW MARTIN HWY. PALM CITY• n 3/991 (800) 3360 10• VAMMGCYING.COM BOUNDARY & MEAN HIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY, FLORIDA Scale: Date: File 6 Drawing No: NIA DEC. 2013 05-1106-13 Drawn By: Checked By: Sheet J.A.S. P.A. of s II N89'48'31'E — 2M.03' 8 � 9 aom sAe¢nc xEi • rAncx EN9weLtz eermzec I uc�w �as Pm I � I I I 189 190 NW 114 of the NW 114 -- -- 181 -- --- 194 I 195 ca N N SOUTH 6.0 ACRES OF THE NR 1/4 OF THE NW 1/4 I 0 C, NORTH 6.0 ACRES OF THE SW 1/4 OF THE NW 1/4 rn I I I I )4W ■ u—,, TOP ea01aN .(NO UaNnun a 1/� mam Posner �� x:noasass L eeJN20) --� GLL1MTm As tm LQi/ MHE O C` r n N II o SECIIW 00WaR Po9a0x O x: 10i)M11.1. rn a eaTaaaes co' A9 A]t 17 -816 9 IYONU RNT >N �9( SW 114 of the NW 114 o' COPYRIGHT ® 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS 192 I N89'44'09'E — 2644.43' _ _ _ S89'54'16'W — 2651.43' _ — — OUTLOT 210 210 NE 114 of the NW 114 Z� 193 SE 114 of the NW 114 OEo. H of oTrmnunan) E BlOeee.N �/A9 T91 OUTL(Yl' 211 I 0 0 Ir to 1 a gA.xlT rrosnax C. me— CJ 1 ,15 PFn —1uzw 4 3 S89',W51'W — 2635.59' _ _ _ _ — _ 1.,_ 9 10 mono a/a• I No mExmano0 wttocmx eem9z19 As FEa I I I NE 114 N89'44'09_E — 2631.05' I/. uao ante — — 0/�1111U1FD AS PFA ma/ um 9 1 10 S8957'02'W — 2626.59' _ _ _ _ _ _ �v�_ 16 A 15 c)runxwa swx Ma ndmunar0 x:loneoTns L BTJ12e) rfLOTflnD Aa PFA CCP/ ♦l]W I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION LB 4108 CORPORATE OFFICE PO SOX 14e9 • 1 0e SWMARTIN HWf. PALM CITY. FL 3dWI (NO)Me IW9 WNN.GC1nNC.CCM 200 GRAPHIC SCALE O 200 400 (INyE) Intended dlrpley /Cale: 1 inch — 200 teet LEGEND WOODO = COMPUTER POINT NUMBER CCR = CERTIFIED CORNER RECORD C.M. = CONCRETE MONUMENT I.P. = IRON PIPE I.R. =IRON ROD LB = SURVEYING AND MAPPING BUSINESS N. = NORTHING COORDINATE E. = EASTING COORDINATE BOUNDARY a MEAN HIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY, FLORIDA Scale: Date: File a Drawing No: 1"=200' DEC.2013 05-1106-13 Drawn B): Checked By. Sheet J.A.S. P.A. 2 of 6 GiESS/EGRES ENT ECORDS'B00. s 27t AA .5 59225 Y1loo.. :A�'=t� : ice(' �.. a .- - • -- . • MATCH LINE W - SEE SHEET 4 SEE SHEET 5 OF 6 FOR LINE TABLES OF MEAN HIGH WATER LINE AND WITNESS LINE TIES. I. COPYRIGHT C 2013 BY GOY, INC., PROFESSIONAL SURVEYORS AND MAPPERS ■o� ra1ld) tx4' CN. M9 ownRunon) �• fti fAl N GRAPHIC SCALE "SBB 3r 0;. iE •4 '36- 583• 1�1 !( Ni a f,• �'3pe9 -500' 1 2 • 3 . 50 0 50 100 =0pf S3c'1. M t .6 f c _ ) 103.3'i N �(4j � � Y � (]N FEET ) . , A'---.�-. t'�4, • -�-�` '-; y � � �A - ,�• Intended dlap)n) .eale: .yam-'"' 1 m°t o 60 :eer. IE HMARK' I Z - PO P I ,1'f 3.90 a a LEGEND v l '$ (X)00(X) =COMPUTER POINT NUMBER R. L-X = MEAN HIGH WATER LINE " EET B N z TABLE DESIGNATION (SEE SHEET6) WL = WITNESSLINETIE . )1 1E+" 'Ui 1211�jr. > 1 j 1- N TABLE DESIGNATION (SEE SHEET 5) °� =SET 3/4" IRON GCY INC. LEI 4108E 8 CAP J . c .4, T� y JB7�1i -: - F �•� = SET IRON ROD & WITNESS CAP °GCY WITNESS LB 4108" ,�1, - C.M. = CONCRETEMONUMENT I.P. =IRON PIPE I.R =IRON ROD LB = SURVEYING AND MAPPING [ • ;•� .'.•-I _ T BUSINESS 4!-Se.,,,p �,-�. N: = NORTHING COORDINATE E: = EASTING COORDINATE (D) =DEED (trt) =FIELD MEASURED AERIAL UTILITY LINES = UTILITY POLE ANCHOR o 0 = WOOD UT]UTY POLE m'apa _ TABLE OF BOUNDARY POINTS SET BY GCY, INC. POINT# NORTHING EASTING DESCRIPTION 50000 11NIC5.78 B®WS.29 SET3/4'I.P.&CAP°GCY,INC LB41W SODDI 1103105S2 869S25.79 SET3/4 LP.&CAP-GCY,INCL84108' 50002 2103065.02 869525.03 SET3/4'LP.&CAP'G(X INC 1B4108' SOD03 1=77.57 869422.48 SET3/4"LP.&CAP'GCY, INC. LB41W 50W4 1103065.59 869312.33 SET3/4'I.P.&CAP'GCY,INC184108' 50005 11030MB6 86925572 SET 3/4I.P. & CAP -GLY, INC LB 4108' 50006 1103104.08 669D94.45 SE73/4°I.P.&C4P°GCY, INC LB41W 50007 =103.80 86901295 SET3/4°I.P.&CAP'GCY,INC LB41W 50008 1103D9078 868913.97 SFT3/4'I.P.&C4P-GCY, INC L341W 50009 1103069.61 B66917.62 SET3/4'LP.&CAP-GCY,INC1841W 50010 1103049.46 868806.43 SET3/4°I.P.&CAP-GCY, INC. U14308' 50011 110284L89 86963&55 SET3/4'LN&CAP'GCY,INCLB4108' V r ° " POINT# NORTHING FASTING ELEVATION LATITUDE LONGITUDE 10000 10001 1103285M 1103053.22 96)55020 8aW6.22 7-35 3.90 27*22'076TN 872(r33.09'W 2T 2Y 00.30'N ST 20' 33.32'W 9 - y 19M 110294310 865)5=2 3.70 27'21'59ZVN W20143AVW ' {5 10003 11N040.17 BW27097 4.90 27' 2ZW.22°N 8D•2V 36.20'W 1OD04 11CMSO SSM.72 4.32 27-22'00.6WN 80'2039:CS"W ` ✓ 10005 1103060.10 866B62.66 4B1 2T2Y00.40•N 80'204079-W h� 10MG 10DO7 10008 1102989.65 110297938 1102398.46 SWaO2 869563.95 96841ZIS 4.72 4.89 4.51 2T 21'59.71'N 80'2C 42.44'W 27'21'5&62'N 8T2C44.12'W 27'21'53.87N W21745.83'W 10023 1102397.86 85SM90 2.45 Zr 21'53S4'N W2014071°W r,. 4� I i I 1OD25 4 30025 1OD26 `d 1 10027 • 10020 1102553.49 170272.78 110279259 1162R5.12 1102859.26 869M.54 868B6G.Sd 96873&CO SM13.89 SM7.23 262 3.19 2.03 2.76 0.91 2T21'5538'N 80'.2V 40.06'W 27-.21'56.96-N 80'20'40.77'W 2T 21'57.76N &720142_13W 2T21'5905°N 8(Y 2V 39.12'W 2T21'58.WN 80°2C3&65'W "1L1 10029 6^ 10100 ri 10031 1102954.19 1102970.96 1202967.65 86892&01 8®flS262 M21007 136 2.50 2.98 27. 21'5935°N 80'2040D7'W 2721'59.SrN 80'204091'W 2T 21'58AS'N W20'36.95°W ?� 10032 402869.45 SS35092 3.13 27'21'SBA9'N 80'20135.39'W 10037 1102654.73 868SK23 3.81 Zr 21'56A0•N WW44.79°W 1OD31 1102510.80 SW475.12 4OS 27*21'5453'N 8(1'20145.12'W 10039 =24 67 868739.17 3.90 2T21'S4.62°N 80'20422WW 1OD40 1102717.60 868742.90 2.18 27'21'S7.01'N SY2Y42.14'W 70004 1103082.34 959M.80 3.76 2T 2Y 00.58'N 80'20'33.28'W ®®® BOUNDARY 8 MEAN HIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY, FLORIDA INC ORP ORATE D PROFESSIONAL SURVEYORS AND MAPPERS Smie: Date: File & Drawing No: CERTIFICATE OF AUTHORIZATION LB 4108 V.=50' DEC.2013 05-1106-13 1 LABEL 1/4 SECTIONS IN NORTHWEST 1/4 OF SECTION 9 No. RevNIon9 CORPORATEOFRCE 1/14/14 dAS Po, 1489 •Isar MMN01N HM. PALM Cm. a 11991 Date By (e49) 3a6IM. WNW..GOYINC.COM Drawn By. J.A.S. Checked By, P.A. Sheet 3 pt s UVATIE ON:. 0 _ A LOCATED 2/#t/2013.yANCC I 9X4 i y�y '4 MATCH LINE "A" - SEE SHEET 3 y7ob 147* \ Y i `F ar r.l ,\m air a (aa3) S82.35 Wit! l^ F���9 -+559 L-136 M 5�0;rfS£3 A� 49 gs Y,r (Io0sa7 Y� 5q, � }. 77'S0'04 E- • -ow>) N778'� � �N�x t { ..'K \ �iPP 7 u 4.. :�.� ,,�` • )��_ ♦ '�`- -ve=. _ - - �# �•(tmai�N , 7145 9`2P. 6jQ t; i �i`•: I �" \. is a a• "'ts zs•E - � 05 _ • �, � ,�-� .�. ,70 rr • S83t•(m T` '4♦3• N E _9tia ♦ .as 7 �c9^. O a: • •: - ,�Y. Lwoa s er ( , • 1 `ram" �{y ; 7 s � 193 It 4 oI ...< * ... Nw W +� ` ails � ), ,: _ � p� •� � . I «t, -''� �:( f ' '� . I 7•riw *a� a " t a i y s 4x 2$4 77 ACRESf^g ` r ski , t 1 S .. Y fr ' T 4 f 4 _ a a [COPYRIGHT 112013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS ! . 4 ♦, t It } w " t 4 ` \74 g0 Aiyy S80'(4N7NES5 - 211:294 -� 1N „�Nj1;0 i . i '•�� "r.; '+!�'�� h°�.L p� y' {v99.9 3� .. .t`l s \�_. .. ,•// `. -� i � `1O�i t .'� _��! ,1,96 _ SFr._-%i '7(: F1 Y Ys9 `. � <� --� }+.l� ?'3tA _2�z <� iLo F" tease lip J, SEE SHEET 5 OF 6 FOR LINE TABLES OF MEAN HIGH WATER LINE AND WITNESS LINE TIES. WL-J43y \ � T •i �9r4c'.4v 55g098g^_s 7 4 S GRAPHIC SCALE 50 0 50 100 (IN FWr) Intended dimply •cele 1 inch - 60 feet LEGEND (XXX)(X) = COMPUTER POINT NUMBER L-X - MEAN HIGH WATER LINE TABLE DESIGNATION (SEE SHEET 5) WL = WITNESS LINE TIE TABLE DESIGNATION (SEE SHEET 5) SET 314" IRON PIPE & CAP "GCY INC. LB 4108" = SET IRON ROD & WITNESS CAP �•� "GCY WITNESS LB 4108" C.M. = CONCRETE MONUMENT I.P. = IRON PIPE I.R. =IRON ROD LB = SURVEYING AND MAPPING BUSINESS N: = NORTHING COORDINATE E: = EASTING COORDINATE (D) = DEED (M) -FIELD MEASURED -A- =AERIAL UTILITY LINES E- = UTILITY POLE ANCHOR 0 = WOOD UTILITY POLE WITNESS LINE - POINT CONTROL TABLE POINT# NORTHING FASTING ELEVATION LATITUDE LONGITUDE 100D9 1102330,31 86837L47 3.07 2721'53.20"N 8T 20'4626'W 10010 U02219.52 868319.73 2.05 272V5210'N 80`2046.sTW 10011 110230L32 868307.05 2-02 27'21'SQ93"N W20'47.D1"W 10012 130194ES2 BW284.M 2.27 2721'49.40"N W20'47.29'W 10013 110LSDLO6 868260.08 1.92 2721'47SVN 8T20'47.55"W 10014 1101651-45 868246.01 2.01 2721'4648"14 80'20'47.7VW 1.15 1101109.88 86 10.116 1.42 27'2147-05'N W204188'W 30016 1101675.92 868619.41 0.82 27 21' 46.70"N W W 43.57 AI 10017 1101730.96 86878Q05 2.28 2721'47.2eN 80' 20'4L74"W 10018 110017AZ 868890.17 1.13 272V48.10N 80*2040.5TIN 10019 110191133 868897.27 0-82 2721'49.04"N 80'20'40.49'W 10020 110222&90 868955.23 2.61 272VS216"N W2039.82W 10021 1102217.77 869059.49 1.35 272l'5205"N 8W20'3&66°W 10022 1107249.93 868852.23 3.29 2721' 52.38"N W 20' 40.96"W 10033 1102338.31 86MA0.85 4.17 2721'53.27N 8T 2U 44.40'W 10034 11(3231L76 868614.31 2A0 2721'53.00'N W2043.59W 10035 1101539.98 868595.37 2.97 2721'45.3VN 8T 20'43.85'W 10036 1101510.16 868472.76 Z87 2721'4507'N 8T 2045.21"W IOD41 1102299.48 86870&85 3.42 2721'S2.87N 80'20'42.54"W ,•,r F-' ` 1D032 110.Z E47 8G9103.72 240 ]72V-33 N 80'2030.15"W 1OD43 110226LS3 869175.56 L53 2721'5247'N ST 20'37.37'W 10044 1102279.46 8692R. 0.26 27'21'5265"N 872036.45"W 30045 1102215.25 969287.33 D.58 27 21' 52.01"N 8T 20' 36.13"W 10046 1107094.62 86934226 110 27'21'5091'N W2V 35.53"W 10047 1101963.97 80313.71 2.54 2721'49.52'N 8T 20' 35.WW 10048 110184L14 869283.10 1.36 7721'48.31'N 8T 20'36.20'W 1OD49 1101773.59 869219.50 1.79 2721'47.64'N 8T 20'W 36.91' 10050 1101740.76 969135.92 1.64 27 Z1' 47.32"N ST 20' 37.84"W 10051 1101717.75 86905L26 246 2721'47.10'N 80'2038.78"W 10052 1101667.09 868949.72 2.71 27' 7V 46.60"N ST 2039.91"W 1W53 1101642.18 868852.91 2.93 2721' 46.36"N 8T 20 4098"W 10054 1101607.94 868779.22 3.10 27' ZV 46.OrN 80' 20 41.W W 10055 1101573.94 868699.46 269 27' 21' 45.69"N 80' 20 42.69"W I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION LB 4108 CORPORATEOFFICE PO BOX 1489 • 1505 SW MARTIN HWY. LM CITYFl 3/991 (B00) 39&PA1LMB • W.,MN.GCYING.COM BOUNDARY 8, MEAN HIGH WATER SURVEY FOR: I St Lucie County BOCC Scale: Date: File & Drawing No: 1"=50' DEC. 2013 05-1106-13 Drawn By. Checked By: Sheet J.A.S. P.A. 4 of 6 Line Table Une # Direction Length L-1 NO3' 23' 40'W 65.91' L-2 N70' O6' 16'W 37.16 L3 N58. 24' 13'W 33.64' L4 N78' 31' 32W 13.66' LS N85' 21' 22'W 24.3P' L3 S42' 22' 40W 7.82' L-7 SOS' 14' 12'W 40.SV L-8 S14" 12' 41'E 34.01' L-9 S01' 22' 05W 58.31' L-10 S12' 32' 56W 67.03' L-11 S71'34'41'W 28.1T L-12 S50' 21' 07'W 10.20' N36'53'07'W 11.15' L-14 NOV 34' 16'W 43.14' L-15 N26' OV09W 42.53 ' N30' 30'27W ' 15.94' L-17 NW 5T 44'W 47.58' L-18 N56'05'43'W 35.1T L-19 N62'ST 28'W 40.52' L-20 N63' 57' 01'W 43.71' L-21 N85' 58' 56W 68.45' L-22 N87" 13' 45'W 84.26' L-23 S73044'11W 25AT L-24 S66' OTOM W 53.59' L-25 S49' 35' 211W 59.81' L-26 S73' 53' 22'W 45.87' L-27 314' 13' 44'W 34.92' L-28 S16' 54' 5TE 332T L-29 S13' 2T 50'W 54.5T L30 S22' 21' 28'E 65AT L31 S35° 50' 50'E 35.9T L32 S53' 52' 31"E 53AZ L33 S52' 03' 15'E 49.16 L34 S58' 5T 20"E 45.5T L35 S59' 4T 12'E 38.7V L36 S82' 12' 49'E 63AW L37 S27'48'41'E 46.92' L38 N64° 36' 32'E 13.OT L39 1441' 14' 34"E 4526' L-40 N15' 60' 29'E 26.92' L-41 N3B' 29' 31 W 47.09' L42 N40' 16' 02W 27.82' L-43 N39' 14' 33W 73.18' L-44 NW 10' 48W 42.44' L45 N51' 09, 01 W 17.19, L46 N46' 25' 01 W 31.37' L-47 N44- 39' S1 W 57.3V L48 N50' 11' 51 W 9.4T L49 N22' 45' 12"W 33.19' LSO N11' 2Y 17T 39.02' COPYRIGHT 0 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS MEAN HIGH WATER LINE Una Table Una # Direction Length L-101 N77' 43' 51'E 70.23' L-102 S89'2T 20'E 34.54' L-103 S80' 3T 1TE 74.04' L-104 S50'2925'E 124.82' L-105 SW 19'05'E 57.6T L-106 SOT ST 24'E 64.96 L-107 SO4° 20' 2TE 3254' L-108 S06' 39' 37°W 59.4T L-109 S29'3618'W 54.94' L-110 S31' 53' 10'W 69.35' L-111 S28' 09' 16W 4.85' L-112 S18'01'25'E 5.16 L-113 S30' 3936'E 17.38' L-114 S32' ST 34'E 1420' L-115 S34' W 08'E 1026' L-116 S07'W24W 4.10' L-117 S45'16'56W 3.9T L-118 N70' 05' 59W 93.64' L-119 N71" 00' 51'W 57.91' LA20 N50' 58' 17'W 56.13' L-121 N61' 18' 39W 38.62' L-122 N64°14'29W 45.95' L-123 N45' 45' 57W 44.02' L-124 N63°52'30'W 39.35' L-125 N80' 22' 42"W 38.90' L-126 S34'04'25W 13.W L-127 S34" 13' 02W 128T L-128 S34'23'21'W 63.14' L-129 S24' 20' 36W 28.5T L-130 S46" 25' 2WE 27.39' L-131 S46' 52' 25"E 25.8T L-132 SIB' 4T 30W 11.32' L-133 N81' 20' 48W 8.16, L-134 N47' 16 30W 15.54' L-135 N57' 27' 41 W 32.9T L-136 N43' 40' 10W 88.5T L-137 N49' 43' 53W 31.77" L-138 S66'5O'01W 11.18' L-139 S13-42'13W 11.18' L-140 S49' 43' 53'E 31.06' L-141 S45" OT OWE 9921, L-142 S52' OV 11°E 42.3T L-143 S58' 4T 33"E 55.36' L-144 S66'39'49°E 34.90' L-145 S79°19'46"E 82.30' L-146 S87°48'31"E 45.45' L-147 S86'IT 2WE 55.02' L-148 S62' 1T 11'E 55.09' L-149 S68° 50'09'E 94.60' L-150 S82'26'66'E 119.90' Line Table Una # Direction Length L-151 N78' 21' 28'E 39.13' L-152 N78' 39 37'E 47.76' L-153 N69' 39' 27'E 38.76' L-154 N61' 04' 30'E 32.19 L-155 N70' ST 22'E 40.W L-156 S86' 19' 16'E 52.9T L-157 S58' 53' 17'E 66.86 L-158 S35'02'24'E 24.09 L-159 S26' 28' 37'E 35.78' L-160 S19' 19' S1'E 8.36 L-161 S84' 41' 39 W 44.88' L-162 S39' 32' 18'E 90.61' L-163 S12' 5V 13'E 48.20' L-164 SOB' 55' O6W 71.13' L-165 S48' 3S O1 W 16.94' L-166 S22' 54' 50'W 19.93' L-187 S22° 11' 59NV 30.6T L-168 S10' 45' 17'W 52.39' L-169 S22'19'02W 77.56' L-170 S29' 01' 33W 40.34' L-171 S39' 51' 32W 73.85' L-172 S57' 01' 29W 45.09. L-173 S81' 19' 50W 56.60' L-174 686'20'25'W 27.43' L-175 S76' 20' 28'W 52.61' L-176 S69' OT 56'W 10326' L-177 S65' 50' 51'W 94.14' L-178 666' 59' 01'W B2.91' L-179 S69' 52' 09W 45.69' L-180 S69" OT 2fiW 109.45' L-181 S70' 38' 05W 47.65' L-182 S80' 07' 12W 67.19' L-183 581' 44' 17W 73.15' L-184 N7W 3T 57W 24.62' L-185 N45' 68' 31 W 20.69' L-186 N53' 53'34'E 25.84' L-187 N78'43'36'E 21.24' L-188 N85'4351'E 59.79' L-189 N73' 20' 04'E 27.76' L-190 N07' 52' 43'E 22.6T L-191 N68' 43' 10'E 37.86' L-192 N72"52'35E 99.W L-193 N62'12'49'E 38.1T L-194 N82' 12' 50'E 43.2T L-195 N68' 23' 39'E 91AS L-196 N77' 44' SWE 98AT L-197 N68' 28' 39'E 102.63' L-198 N3T 13' 59'E 21.02' L-199 N22- 02' 39'E 1920' L-200 N42' 30' 04W 15.21' LINE TABLES Line Table Une# Direction Length L-201 S87'13'28'W 136.43' L-202 S30' 28' 03'W 48.78' L-203 S83'46'41'W 52.31' L-204 654'19'45W 3249' L-205 S5T 40' 33'W 43'10' L-206 S68' 01' 41'W 91.26' L-207 SBO' 03' 39'W 71.09' L-208 S75' 58' 14W 15.1T L-209 N76° 3T 58W 51.05' L-210 N19' 13' 54'W 25.06' L-211 S73' OT 31'W 50.32' L-212 S79' 59' 05'W 46.37' L-213 N61' 02' 08'W 48.61' L-214 569' 54' 26W 58.06 L-215 S66' 4T 11'W 50.39 L-216 S81' 32' 59W 75.05' L-217 S80'14'51'W 43.34' L-218 S86'52'22W 1221' L-219 NI 20' 44-E 65.34' L-220 N04' OS' I TE 55.80' L-221 NIT 14' 14'E 4928' L-222 N09' 07' 50'E 103.70' L-223 N09° 43' 34'E 44.60' L-224 N70' 31' 24'E 109.3T L-225 N13'43'50'E 41.13' L-226 N01' 56' 14'W 31.54' L-227 NO9'36'46-E 53.16' L-228 NOW 1T 19'E 39.58' L-229 N05' 42' 5TE 75.6T L-230 N17' 54' OTE 45.32' L-231 N13' 00' 30'E 82.74' L-232 N13' 26' 43'E 66,11 L-233 N16'12'OWE 114.26' L-234 N26' 12' 16'E 88.32' L-235 NOV 04' 18W 74.68' L-236 N23°11'44'E 79AB' L-237 N19' 11' 5TE 17A6' L-238 N26' OT 2WE 33.60' L-239 N28' 21' 35'E 6294' L-240 N23' 2T 04'E 6322' L-241 N68' 38' 39'E SBAV L-242 N66' 22' 09'E 58AV L-243 N66' 16' 3TE 62.96' L-244 N54' 53' 55'E 39.14' L-245 N57' 37' 53'E 39.66 L-246 N49' 16' 19'E 28.89' L-247 N58- 21' 08-E 2.11' WITNES LINE TIES Una Table Une# Direction Length WL-301 S62' 55' 11'W 61.65' WL302 S82'50'22'E 56.06' WL303 SOT OT 09°W 122.35' WL304 S68'21'31-W 50.85' WL305 S16' 01' 39'E 48.3T WL306 S01'29'58'W 56.64' WL307 N07° 2T 40'W 29A6' VVL308 S66' 01' 56"E 33.82' VVL309 N45' 16' 35W 782W WL310 N54°5T 22'E 83.06' WL311 N46' W 26'E 46.54' WL312 S50°26'36'W 45.05' WL313 820' 18' 32W 16.20' WL314 N64' 28' 23W 59.21' WL315 N72' 4T 01'E 94.86' WL316 S48' 48' 43'E 40.11' WL317 S59' 57' 38"E 51.W WL318 S24- 55' 00-W 22.65' WL319 S22' 51' 07'E 115.6T WL320 S7T 4T 41W 98.81' WL321 S32'23'17'E 43.62' VVL322 N70' 31' 19W 111.12' WL323 N61'41'56W 83.6T WL324 N48' 18' 03W 64.89' WL325 N44' 04' 41 W 42.06' VVL328 S64' 30' OOW 42.85' VVL327 S46' 05' 18W 61.50' WL328 S45'32'16W 62.1T WL329 S42'58'03W 84.48' WL330 S02'52'55E 47.34' Una Table Una # Direction Length WL331 513'30'00'W 51.00' WL-332 S43' 39 OO'E 40.00' WL-333 S26° 30' OO'E 55.00' WL334 S72° 41' 46'E 78.10' WL335 NOV 5T 18'W 28.6T VVL336 N15'4T67W 40.97' WL337 N51'2733W 4BAT WL338 N82' 50' 24NV 46.62' WL339 S19' 26' 07'E 24.69' WL340 S34' 43' 55'E 25.24' WL-341 S02' 32' 13T 22.75' WL-342 S09' 10' OTE 31.7T WL-343 S50° 26' 49"E 10.84' WL344 569° 01' 28'E 18.18' WL345 S74' 10' 28'E 32.76' WL346 NW 31'29'E SCOW WL347 N04' O8' 16'E 21.40' WL-348 NI . 1T 27W 30.19' WL349 N01'4T 24W 34.9V WL350 NOV OT OVE 24AT WL351 N31' 39' 14-E 19.31' INCGely ORP ORATED PROFESSIONAL SURVEYORS AND RS CERTIFICATE OF AUTHORIZATION LHMAPPEINS CORPORMEOFRCE PO SOX 1489. 1505 SWM NIMK. PALM CITY, R 81991 (NO)-1059 • Y ..GMNC.coM BOUNDARY 8, MEAN HIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY. FLORIDA E Date: File S DrawingNo: DEC. 2013 05-1106-13 Checked By: Sheet P.A. 5 01 6 OUTLOT 210 COPYRIGHT 0 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS ]C IeAM1MCa1 CCNQVE2 P6£� LEGEND (XX)OOO = COMPUTER POINT NUMBER WLT = WITNESS LINE TIE = SET IRON ROD & WITNESS CAP "GCY WITNESS LB 4106" LB = SURVEYING AND MAPPING BUSINESS —A— = AERIAL UTILITY LINES 6— = UTILITY POLE ANCHOR Ta = WOOD UTILITY POLE / 77— \,\ •1 cv N. .12'� ••.AID-' ��; �^'- — f— — - P� . _ — A r -- pp COIICEIE P/D tlM �• A �—r. �.� i. � / / I - / j . voao PceacclwS sR1va S=mc uefiwnax cox I � AND lxla>: Plc PPES GRAPHIC SCALE 20 0 20 40 ( IN FEET ) Intended dtnpiny —aw I inch — 20 feet I 1puy■a■us ` ------"------------------------------------ I OUTLOT 211 ,�+�.•� STORY A �C`�:..:.c':�: _ METAL BUILDING I I I I I I I I I 11 `11 i o e• xam FE110E n c OUTLOT 212 POLE BARN 5• WO6D FENCE n 147.W GGY I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION LB 4108 CORPORATE OFFICE PO SOX 1469 • 1505 SW MARTIN HM. PALM CITY, FL MW (60 U.1066 • WNM1Y.GCYINC.COM „4 I 5A6• — — OUTLOT 213 BOUNDARY & MEAN HIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY, FLORIDA Scale: Date: File 8 Drawing No: 1"=20' DEC. 2013 05-1106-13 Drawn By: Checked By: Sheet J.A.S. P.A. 6 of 6 LEGAL DESCRIPTION: (PREPARED BY SURVEYOR) BEING A PARCEL OF LAND LYING OVER A PORTION OF TRACT "J" AS SHOWN ON THE PLAT SHOWING THE ADJUSTMENT OF PROPERTY LINES OF MOORE; HOEFLICH, BACHARACH, BRADY & HAMMOND. AS RECORDED IN PLAT BOOK 3, PAGE 64, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID PARCEL BEING A PORTION OF THE LANDS AS DESCRIBED IN OFFICIAL RECORD BOOK 488, PAGE 1599, LYING IN THE NORTHEAST QUARTER OF .SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA; SAID•PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 9; PROCEED SOUTH 89'45'09" WEST, ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 9, A DISTANCE OF 1317.89 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE-HALF OT THE NORTHEAST QUARTER OF SAID SECTION 9; THENCE SOUTH 00'16'24" EAST, DEPARTING;tWD NORTH LINE„ AND ALONG SAID WEST LINE, A DISTANCE OF 2,639.34 FEET TO A POINT ON THE SOUTH HAMMOND LINE, AS SHOWN ON SAID PLAT OF ADJUSTMENT OF PROPERTY LINES, SAP POINT LYING 15.30 FEET MORE -OR LESS NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEEST QUARTER, OF THE NORTHEAST QUARTER OF SAID SECTION 9; THENCE NORTH 89'41'31" WEST, DEPARTING SAID WEST LINE, AND ALONG SAID SOUTH HAMMOND LINE, A DISTANCE OF 1.623.41 FEET; THENCE NORTH 02"12'00" WEST, DEPARTING SAID SOUTH LINE, A DISTANCE OF 4-43.24 FELT TO A POINT ON THE SOUTH LINE OF THE LANDS DESCRIBED IN SAID OFFICIAL RECORD BOOK 438,.. PAGE 1599 AND THE POINT OF BEGINNING; THENCE NORTH 89'41'31" WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 1177.11 FEET TO A POINT ON THE MEAN HIGH WATER LINE OF THE NORTI FORK OF THE ST. LUCIE RIVER LOCATED DURING THE MONTH OF NOVEMBER 2002, AND APPIOVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AT ELEVATION 1.16 FEET CN41ONAL GEODETIC VERTICAL DATUM OF 1929); (THE FOLLOWING SIX COURSES ARE ALONG SAD MEAN HIGH WATER LINE) THENCE NORTH 28'00'07" WEST, DEPARTING SAID SOUTH LINE, A DISANCE OF 71.85 FEET; THENCE NORTH 03'52'41' WEST, A DISTANCE OF 41.07 FEET; THENCE NORH 07'26'55" WEST, A DISTANCE OF 99.59 FEET; THENCE NORTH 06'30'35" EAST, A DISTANCE OF,86.29 FEET; THENCE NORTH 20'37'10" EAST, A DISTANCE OF 84.66. FEET; THENCE NORTH 31-0e23" EAST, A DISTANCE OF 18.02 FEET TO A POINT ON THE NORTH LINE OF THE LANDS ASDESCIIBED IN SAID OFFICIAL RECORD BOOK 488; PAGE 1599; THENCE SOUTH 89'44'24" EAST, DEPARTIG SAID MEAN HIGH WATER LINE, AND ALONG SAID NORTH LINE, A DISTANCE OF 1162.85 FEETTHENCE SOUTH 02'12'00"EAST, DEPARTING SAID NORTH LINE, A DISTANCE OF 384.92 FEETTO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 10.60 ACRES, MORE OR LESS REFERENCE MATERIALS 1) ST. LUCIE COUNTY ASSESSMENT MAP FOR THE NORTH & SOUTH HALVES OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, SHEETS 34/09S & 34/09N, DATED FEBRUARY 14, 2002. 2) PLAT SHOWING ADJUSTMENT OF PROPERTY LINES OF MOORE, HOEFLIC, BACHARACH, BRADY & HAMMOND. PLAT BOOK 3, PAGE 64, ST. LUCIE CONTY, 3) PLAT OF RIVER DALE YACHT CLUB ESTAES UNIT 1, (NOTE: ESTATES R_ MISSPELLED ON PLAT) PLAT BOOK 6, PAGE 28, ST. LUCIE COUNTY. 4) BOUNDARY SURVEY PREPARED BY A GERALD WEATHERINGTON, FOR SPHIA JEAN ROWE. DRAWING NO. 4090, LAST REVISED MAY 2, 1990. 5) PLAT OF SURVEY IN THE NORTH 1/2 OF SECTION 9, TOWNSHIP 36 SUTH, RANGE 40 FAST, FOR MISS MARY HAMMOND. PREPARED BY COUNTY SUREYOR F.E. ENGLAR, DATED NOVEMBER 21, 1925. 5) SPECIFIC PURPOSE SURVEY FOR ST. LUCIE COUNTY ENGINEERING ONION, PREPARED BY COUNTY SURVEYOR RONALD H. HARRIS, PROJECT NO. 9542, FIELD SCVEY DATE OF DECEMBER 12, 1995. 7) FLORIDA DEPARTMENT OF NATURAL RESOURCES CERTIFIED CORNER RECORD DOCUMENTS NUMBER 0044297, 0044301. 0044297,. 0044293, 0044303, 0044302, 0044299, 0044303, AND 0070845. 8) LBFH. INC BOUNDARY SURVEY PREPARED BY CHARLESH. ANDERSON• FOR THE ST. LUCIE COUNTY DRAINAGE IMPROVEMENTS, PROJECT NUMBERD2-0035, LAST REVISED MAY 30, 2002, DRAWING NO. COGOFILE.DWG. BEARING BASE: i THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 9, ? TOWNSHIP 36 SOUTH, RANGE 40 EAST. AS MONUMENTED AND SHOWN ON THIS SURVEY, IS TAKEN TO BEAR SOUTH 89'45'09" WEST, AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. BOUNDARY & MEAN HIGH WATER SURVEY FOR: ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS PROJECT LOCATION (NORTH FORK PROPERTIES - PARCEL 97) S WEATH RBEE OAD rr � 5 �� 3 LU Q IDV RC AD = C !n O� �J D O� TI 2tL 9C) X0 r .l C92 8 LLLL y m 0 1 r*1 D rh tj �;7-!P�yrm 16 C = CALCULATED D = DEED P = PLAT NO. = NORTH SO. = SOUTH E. = EAST W. = WEST O.R.B. = OFFICIAL RECORD BOOK PG. = PAGE W.S. = WEATHER114GTON SURVEY G.P.S. = GLOBAL POSITIONING SYSTEM ELEV. = ELEVATION ST. = SAINT (N.G.V.D. 29) = NATIONAL GEODETIC VERTICAL DATUM OF 1929 I.D. = IDENTIFICATION L.B. = LICENSED BUSINESS NUMBER F.P.&L.. = FLORIDA POWER AND LIGHT VICINITY MAP (NOT TO SCALE) LEGEND 0 SET 5/8" IRON ROD & CAP STAMPED "LBFH TRAY. PT" Q = FOUND IRON ROD (SEE DRAWING FOR SIZE, NO IDENTIFIERS) ® = SET 5/8" IRON ROD & CAP STAMPED "LBFH INC. LB#959" = FOUND IRON ROD & CAP (SEE DRAWING FOR SIZE & IDENTIFIERS) • = FOUND NAIL '(NO IDENTIFIERS) Cl = FOUND NAIL AND TIN TAB (NO IDENTIFIERS) Q. = FOUND PK NAIL & DISC (SEE DRAWING FOR IDENTIFIER) Qj = FOUND IRON PIPE (SEE DRAWING FOR SIZE AND IDENTIFIER) 0 = FOUND PK NAIL (NO IDENTIFIER) + = SECTION CORNER (SEE DRAWING .FOR IDENTIFIER) I= QUARTER SECTION CORNER (SEE DRAWING FOR IDENTIFIER) ■ = FOUND CONCRETE MONUMENT (SEE DRAWING FOR SIZE AND IDENTIFIER) CERTIFIED TO: 1) ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS. 2) COMMONWEALTH LAND TITLE INSURANCE COMPANY 3) FLORIDA COMMUNITIES TRUST SURVEYOR'S NOTES: 1) THIS PARCEL IS SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY, RESTRICTIONS, AND RESERVATIONS OF RECORD, IF ANY. 2) THERE WERE NO INTERIOR IMPROVEMENTS ON THIS PARCEL. 3) ND AERIAL/SUBSURFACE ENCROACHMENTS HAVE BEEN LOCATED, IF ANY. 4) THE SURVEYOR HAS REVIEWED SCHEDULE B-2 OF TICOR TITLE INSURANCE COMPANY COMMITMENT OF TITLE INSURANCE13. 00-5233, EFFECTIVE DATE OF NOVEMBER 28, 2000, AT 5;00 P.M. FOR ALL EASEMENTS AND ENCUMBRANCES OF RECORD AND THEY ARE AS GRAPHICALLY SHOWN ON THE MAP OF SURVEY OR NOTED HEREON. 5) THE LEGAL DESCRIPTION SHOWN ON EXHIBIT "A" OF THE ABOVE REFERENCED TITLE POLICY WAS USED FOR THE PARENT TRACT PARCEL FOR THIS SURVEY. THE SURVEYOR HAS PREPARED A NEW LEGAL DESCRIPTION FOR THIS BOUNDARY AND MEAN HIGH WATER SURVEY. 6) THE DESCRIPTION FOUND IN EXHIBIT A" OF THE TITLE POLICY WAS DETERMINED TO BE A "VAGUE" DESCRIPTION AND COULD BE INTERPRETED IN MANY DIFFERENT WAYS. THE SURVEYOR HAS USED HIS BEST JUDGMENT BASED ON HISTORICAL SURVEYS IN THE AREA, AND INFORMATION OF RECORD (SEE REFERENCES) AND FOUND MONUMENTATION THAT SUPPORTS THIS DETERMINATION. IT WAS DETERMINED THAT THE POINT OF BEGINNING GALL IN THE LEGAL DESCRIPTION OF BEGIN AT THE SOUTHEAST CORNER OF THE THE SOUTHWEST QUARTER, OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 .SOUTH, RANGE 40 EAST" WAS IN FACT THE _ INTERSECTION OF THE HAMMOND SCU'iH LINE WITH THE EAST LINE OF THE WEST GNE-HALF OF THE NORTHEAST QU":TER OF SECTION 9, AS SHOWN ON THE PLAT SHOWING THE ADJUSTMENT OF PROPERTY LINTS, OF MOORE. HOEFLICH, BACHARACH, BRADY & HAMMOND IN NORTH HALF OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, DATED MAY 12. 1914. PLAT BOOK 3, PAC' 64 (NOT THE TRUE QUARTER, QUARTER COCNER). 7) THE ELEVATIONS SHOWN FOR THE ESTABLISHMENT C:- THE MEAN HIGH WATER LINE ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29), AND BASED ON ST. LUCIE COUNTY BENCH MART{ SET FOR THIS PROJECT (A BRASS DISC IN CONCRETE. SEE DRAWING FOR LOCATION) STAMPED 2003 CITRUS. REFERENCE ST. LUCIE COUNTY FIELD BOOK 319-33 ELEVATION = 4.45'. 8) THE PURPOSE OF MAPPING THE MEAN HIGH WATER LINE OF THE NORTH FORK OF THE ST. LUCIE RIVER WAS TO ESTA,:LISH THE MAIN EASTERLY LIMITS OF THE RIVER TO CALCULATE A14 UPLAND ACREAGE OF THE OWNERSHIP. THERE WERE LOW WET POSSIBLE JURISDICTIONAL AREAS THAT CROSSED OUR MAPPED MEAN HIGH WATER. LINE, THAT WENT INLAND, MID WERE NOT MAPPED AS A PART OF THIS SURVEY. 9) THE MEAN HIGH WATER ELEVATION OF 1.16 FEET (N.G.V.D. 29) WAS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) FOR THIS PROJECT WHICH CONSTITUTES PRELIMINARY PROCEDURAL APPROVAL THE METHOD FOR DETERMINING THE MEAN HIGH WATER ELEVATION FOR THIS SITE WAS INTERPOLATION BETWEEN EXISTING' TIDE STATIONS. FINAL APPROVAL FOR THIS DRAWING SHALL BE INDICATED BY THE FILE AS PROVIDED BY F.D.E.P (SEE BELOW). DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPOSITORY FILE I 10) HORIZONTAL CONTROL DATA ESTABUSHED FOR THIS PROJECT, WAS ESTABLISHED USING REAL TIME GEODETIC POSITIONING SYSTEM EQUIPMENT MEASUREMENTS ALONG WITH CONVENTIONAL TRANSIT AND ELECTRONIC DISTANCE MEASURING EQUIPMENT. SEE SHEET 2 OF 3 FOR CONTROL AND CLOSURES. 11) THE GEODETIC CONTROL FOR THIS SURVEY WAS BASED ON NATIONAL GEODETIC SURVEY 1 ST ORDER STATION "STL1" BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUST) FOR THE FLORIDA EAST ZONE, POSITION 2T18'41.44586" 80'24'47".41077 AND NATIONAL GEODETIC SURVEY 1ST ORDER STATION "ST1.4" POSITION 27'22'27.60792" 80'22'21.63231". (SEE SHEET 2 OF 3 FOR DETAILS) 12) TiE CALCULATED BEARINGS, MEASUREMENTS, AND COORDINATE DATA SHOWN HEREON ARE GRID MEASUREMENTS, AND REFER TO THE FLORIDA STATE PLANE COORD114ATE SYSTEM, TRA14SVERSE MERCATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT (NAD 83). THE SCALE FACTOR FROM GRID TO GROUND MEASUREMENTS IS 0.99998869. 13) THE FIELD SURVEY WAS CONEUCTED FROM NOVEMBER 11. 2002 - DECEMBER 9, 2002 (c) 2003 LBFH Im. p,ta•ot-20-2003 VERIFY SCALE CONSULTING CIVIL ENGINEERS, SURVEYOR AND MAPPER'3 SIGNATURE LBFH PRDJECT No: gel° N/A BAR IS EQUAL TO ONE SURVEYORS & MAPPERS BOUNDARY & MEAN HIGH WATER SURVEY FOR: 1 01dE4nENSED1HEsLNAT'Ac: , ws`° WTof 01-0319 A FlLPoW I171011 'O'D M Jlth] YMPFI, P W ppR 6 ComleA: CHK INCH ON ORIGINAL DRAWING Partners For Results, 2. O SE- TgLLL PA s OrAr CPT Im v, Chet1By: OHO INC. Value By Design" _ .. _. _ .._ OFFIM tal tes wA� ax Ins NeN j•A Js - SHEET F.B. 36S R40E lit D 1 3550 S.W. c0rpornte POrkWoy. Palm city, Florida 34990 ST. LUICE COUNTY BOARD OF COUNTY COMMISSIONERS/j/. / i of 3 Pny, 1-25 ADJUST ALL SCALED (772) 286-3883 Fax: (772) 286-3925 v I DATE BY REVISIONS ) DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 "W.lbfh.com (NORTH FORK PROPERTIES — PARCEL 97) t snnu s+urr. a surtfv —� ,BNOYoi.awg GRAPHIC SCALE 500 0 250 500 ( IN FEET ) 1 inch -5001L x F R'. 0 z DETAIL "A" SHOWING SECTION CORNER INFORMATION FOUND. G.C.Y. PK NAIL & DISC STAMPED "G.C.Y. L.B. 41OB' I FOUND 3/4" IRON PIPE I FOUND 1" IRON PIPE CERTIFIED RECORD DOCUMENT CERTIFIED RECORD DOCUMENT CERTIFIED RECORD DOCUMENT NUMBER 0070845 \ NUMBER 0070544 NUMBER 00443D1 \\¢\ _ \• 4 N89_48'32"E 2644.96'(M} _ . - _ 4 N89-45'09"E 2635.77' M \. 3 -... —.. _ .. .. _ .. _.. i- 8 9 9 911466. *� 1 G -O 'ozm Gf0 \y 7 -rn i al /Aft oho \2 78 04�0 I NORTHEAST QUARTER IN�0 . N. m \ - G.P.S. BASE POINT g2 mm NORTHWEST QUARTER \ N 1100969 ' 3734 °p_o \ E 870960.8939 ".n. C \ \ QUARTER sEcnoN CORNER NOT RECOVERED \ (ESTABLISHED FROM INFORMATION SHOWN ON CERTIFIED CORNER RECORDS) EXISTING CANAL CERTIFIED RECORD DOCUMENT NUMBER OD44297 SECTION 19/36/40 / N8944'19'E 2642-94'(C) N89'44'19"E 2631.38'(C) .. — .. . — . — .. 8 9 / z / N Ioort SOUTHWEST QUARTER G to o 2L SOUTHEAST QUARTER •VW2 /� I m V / ^h'I . O I (7 O c FOUND RAILROAD SPIKE IN CUT-OUT CERTIFIED RECORD DOCUMENT NUMBER 00443-02 9A 10 .m 0 IN Im N 'm -m I� FOUND LITER WOOD POST IN WETLAND (REFERENCE. SEE EBFH NUMBER 02-0035.SINC. PROJECT SEE REFERENCES 1 OF 4) SECTION CORNER CERTIFIED RECORD DOCUMENT NUMBER 0044299 NOT RECOVERED I / EXISTING CANAL I I FOUND BOAT SPIKE CERTIFIED RECORD INCUT-OUT 9 9 N89'56'52'E 2626.60'(PREVIOUS LBFH INC. SURVEY) 910 / _ S89'54'34 W 2651.14'(C) _ _ N89'56'47E 2626.57'(M) if 17 16 16 64 15 NUMBER 044303 2 NNOO- 0.09"W '150.00 ((INFORMATION SHOWN ON CERTIFIED RECORD DOCUMENT) FOUND 150 FOOT REF49.98 ,ERENCE MONUMENT CERTIFIED RECORD DOCUMENT NUMBER 0044298 ESTABLISH HORIZONTAL CONTROL FOUND BRASS DISC NATIONAL GEODETIC SURVEY 1ST ORDER STATION "STL4" PUBLISHED LATITUDE 2722'27.60792" LONGITUDE 80'22'21.63231 N 1105760.9560 E 859757.3990 MEASURED LATITUDE 27*22'27.60630" LONGITUDE 80'22'21.63180 N 1105760.8103 E B59757.4596 \ / h y/ED Ell ryry� / / / FOUND BRASS DISC NATIONAL GEODETIC SURVEY 1ST ORDER STATION "STL1" PUBLISHED LATITUDE 27'18'41.44586" t� LONGITUDE 80'24'47.41077 N 1082858.630 E 346722.7192 GRAPHIC SCALE logo 0 500 1000 ( IN FEET ) 1 Inch = IODOfL SECTION 9, TOWNSHIP 38 SOUTH RANGE 40 EAST- I1/}'/ IFLR @�Tu�I�DF �'noN 51 \ ESTABUSHED G.P.S. 675E POINT 12 \ SET 5/8- IRON ROD & CAP STAMPED 'LB.F.I1. TRAV. PT.' N 1100969.3734 E 870960.8939 / © 2003 LBFH Inc.J VERIFY SCALE CONSULTING CIVIL ENGINEERS, UlFN PROJECT ft SURVEYORS & MAPPERS BOUNDARY &MEAN HIGH WATER SURVEY FOR: 01-0319 BAR IS EQUAL TO ONE ar INCH ON ORIGINAL DRAWING "Partners For Results, INC. valve By Design' ___�..... .. _.-. _ _._ SHEET - . 0 1 3550 S.W. Corporate Parkway, Palm City, Florida 34990 ST. LUICE COUNTY BOARD OF COUNTY COMMISSIONERS 2 OF 3 ADJUST ALL SCALED (772) 286cense Fax: (772) 286-3925 (NORTH FORK PROPERTIES - PARCEL 97) REVISIONS DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com -�� 9NDYDt.aw9 a DATE BY se9'41V241E 116285'(C) 0.5' (INSIDE) 38.8' 49.1' i - { 1 670' _ -8.84223' / NORTH) > "APPARENT USE" 4' BARBED WIRE FENCE y X m 13 S0712'00'E 384.92'(C) .� I gm r � Z �9, m i 14.0' XJ 14.8' N89'41'31�Y 7177.11'!C) DETAIL 'C' (FENCE DETAIL) (NOT TO SCALE) FOUND 1" IRON PIPE FOUND 3/4• IRON PIPE CERTIFIED RECORD DOCUMENT -CERTIFIED RECORD DOCUMENT NUMBER 0044301 NUMBER 0070844 NORTH LINE OF THE NORTHEAST \ QUARTER OF SECTION 9/36/40 TRAVERCONSE UNE E 4 N8945'09'E 2635.77'(N) 4 3 g NiT35'371V 278.28' 9'(CS89'45'09'W 1317.89'(C) - - - - 589'45.09'W 1317.8 -'�9 10 N89.41'31'W 1177.i1' C POINT OF COMMENCEMENT (NORTHEAST CORNER OF N89'41'31'W 0.11 - - .� WEST USECTION 9/36/40)NE OF THE EAST ONE-HALF OF ' DETAIL 'A' _ _ - - -"{ (NOT TO SCALE) SOUTH LINE OF THE LANDS DESCRIBED W THE NORTHEAST QUARTER OF SECTION 9/36/40 - _ OFFICIAL RECORD BOOK 488, PALE AGE 1599 - - N25'36'54•E S89'44'24"E 13.96' N31'02'23'E 18.02'(C\ N20'37'10'E 84.661(C) Q �2509�RP) SCE)TON UNE) 2654.63 17 �Ot u J coNVENT10. NORM-SOUM QUARTER SECTION LINE c -"�� I., IEJ NORTHEAST QUARTER OF mi TRAVERSE UNE z . I ^s 0OF SECTION 9 S89'44'24'E ,N TOWNSHIP 36 SOUTH RANGE 40 EAST 1162.85'(C - m 6 ai 5 .' STAMPED 'LB. 5790' (IN CDT -OUT) (s/D.1' W. OF 1/4. 1/4 SECTION UNE) IJ e SO. OF (C) W.S. NO. PROPERTY LINE) lily o TRACT "D" I TRACT "C' Tp PLAT SHOWING ADJUSTMENT s OF PROPERTY LINES OF MOORE I; m a I(/ DETAIL 'B' - HOEFLICH, BACHARACH, BRADY & HAMMOND o (NOT i0 SCALE) (PLAT BOOK 3, PAGE 64) ills . 5/8' STAMPED 'LB.5790' _ (7.7' N0. OF (C) NO. PROPERLY DIVE OF W.S.) T R A C T "F" 03' ' O N0. 1/ - 1 PROPERTY DUE PER W.S) /(OJ' E OF (C) 1//, 7/4, SECTION LINE) FOUND BENT IN CUT-OUT .� (ON 1/4, 1/4 SECTION LINE) (0.4' SO. OF NO. PROPERTY UNE OF W.S.) I2 O w N89-04.OD-W 1286.77'(WS.) NBW20.24-W 1286.98- C) I( . tN pyy°ai, y, �p�p PARCEL 96 DRWtWc OtJQN1.ORC, Mien M. m0J) NOD 324.50'(Pj_ 5 8 BENT HEIR BASE) 324.26'(0) I / (0.1' N0R(H) T R A C T "E� NDO'14'4417 482.72'(N) NB9'44'44'E 1316.79' ' I I \1/4�SECTION . OE 1/4, . . N• / z NOV00'O0'W 46296'(WS.) _I (7.9' SOUTH OF WS NORTH PROPERTY ONE) A ' u N NORM UNE OF THE LANDS DESCRIBED W t' CONVENTON41 TRAVERSE Na9'28 OO W 123b2 (W.S.) -u rr uo III•••�� . OFFlCIAL RECORD BOOK 468, PAGE 1599 RAW CLOSURE 1:11.992.53 N89'g4'241V 12T.96'(C) � 15' SWI6'24t E 2639.34'(C) - rt. REFERENCE BOUNDARY SURVEY SET aP.S. Pa1W BY A GERALD WEATHERINCTON, PLS. 15' H NaBas'S8'E 131.1 a'(C 574'1846E i179.ei'(C)) ea (p-.-�/�E! 666909.74975 T R A C T ENT ) I o Qo -- - RS REVISED VI ED MA ROW 99oRAwwc NO. 9090 ) I J/ I / 453S �f' S/B� BENT MEU) BASE SEE DETAIL '8- THIS SHEET 1 /I Tp'L'48 III-sor57'26-W 11359'(C) (0.1- NORTH & 0.3-1 WEBf) wa N8926'00'W 30.oat(Ws. N 1101_'06.5755 vN NOa15'36'E 21.85'(C) N89-44'24 W 30.00'(C) I, O / �" N 1101157.0046 5//8' & CAP (UNREADABLE) CO r� N31'02'23'E 18.02'(C E 868894.0247 E 8693319530 NOC32'00-E 21.65'(WS.) 6•�'(G)(W.S.) 5S30.3' W. OF (1/4, 1/4 SECTION UNE) H 66427' C 62-� _ V N69'44'24'YV 788.56'W I 10-2' SO. OF (C) WS. S0. PROPf71D' LINE? r N20'37'10'E 84.66'(C N89'44'24'W 374.00• c NST44'24 W (I0356'(c) i r+'� SEE DETAIL 'C' TLffi SHEET ) NO I.D. 05' W. OF 1/4. 'OS36'5! zalas' 5/e' BENi STAMPED _ 00 -WLS l9./422J' FOR FENCE DETAIL ALONC N89'26'001Y 374.00' Y.SJ 1/4 SECTION UNE NOS 86.29'(C) (0.10. NORM) FAST & HORTH PROPQt1Y L0ff N89'44'24'W 334.78'(C I N7g•�. 5/B' UNI+F{i+.a F m (NA DIG29) TFR(SEE ENE (ELEVATION ELE SURVEYOR'S I 6� mS584111217ffi' Pjp�� 7 �2'12'00'E 3B4.92'(G) (0E 4 1�UNREMABLE 01.8p'(C) (1.5�80RM. 02' n Z' .I 5/8' STAMPED LB. 67907- 14A' E OF 1/4. W' I1VArw10 7 R A C T "J" - I a'wo 9 1.1`NORM, 0.2' WEST) 9 nn I 1/4 SECTION LINE j NOT26'55'W 99.59'(C) - m ` u1rJs'3]vizJsa6' E x tloo92s.942z -4"?'` LREIWNDER of T R A C T PO O "I - 30' WHDE WCHT-OF-war CENTERED �. 1 E WEST LINE OF THE EAST NOS52'411N 41.07'(C� E 669346.6291 14. ACf26 G.PS. BASE PONT 12 ONE-HALF OF THE NORTHEAST QUARTER vI N89'41'31 1 77.1.1' C ( ) 1 N 1100969.939 Iw E 8709605939 _�i l I OF SECTION 9, TOWNSHIP 36 SOlJIl1, RANGE 40 EAST N2S00'07'W 71.85'(C 373 'VERY THICK OVER BRUSH AND SWAMP 589'35'291Y 698.00'(C) 589'S9'S9lV 82350'(C)/ / FOR RINO RECORD CHE-0E-\Ypy WIDTH) WAS FOUND UM UNE OF THE LANDS DESCRIBED IN SEE DETAIL 'A' THIS SHEET OFRCUL RECORD BOOK 488, PAGE 1599 o N89'41'371N I18.75'(C) / ' CONVENTIONAL TRAVERSE �i - BENCH WWC Eq. NtI1Iy - RAW CLOSURE 1:11.09253 III eeol 'N"206J°R_CIIRI°�6• N 1/ / �5/8" UNREADABLE 12.2' E OF 1/4. N01'S1YSY! 1{690'(c)�. PARCEL 98RUVIN� n• U10E CatA+fY FIID e00K f��� I 1 (C) 3/4' (FOUND LAYING ON SIDE 1/4 SECTION UNE ( NCE 18FH W .. BOUNMRY SURVEY �E1AY._4.43' (Nc.YA 2D) J 'u°, T R A C T 'K" A91 IN AREA OF PROPERTY CORNER) '^u I I ORAYIWc 2DM BATED LNIWM 2a, 20oJ) Na 1F� 1 NN:WO nsrse'31Yr zle.9u(Ey TRACT L' e4i pj y5•E 2.8' E. OF 1LIN • seaa'o7w lla6eyc7 N D o..l i/4 sEcnoN LINE cl �1001564.6T6�2 i SFT GPS MIT - / NW'00'SB'E Ifi]39'(n) E I •,A +1E 86941125{1 V N 110042LM7 I�� 30' DRAINAGE AND ACCESS EASEME I 458.00-(C) FOUND RAILROAD SPIKE IN CUT-OUT BI C MUM M. 2 �I •(° �-5'°7T+4Bj-,u.(c) E �4 (PER DEEDS ALONG STRIP OF LOTS) SOUTH H AMMOND LINE �' CERTIFIED RECORD DOCUMENT /6' "Roo a: rM ¢4% '' (PLAT BOOK 3, PAGE 64) 17.ti0'(P) Sa11PE0 i9FN TMV P1" N89'41'311V 1623.41'(C SOa16'24"E 1 -60' Cj 910 N8949'19'E 1321.4Y ---. 3/4• sp• J/4• 3/4Il �p 3/ 3H °�4 - -_ --- N89'44'19"E 2631.38' �zfi q Wa �i 3.4' (� ..-..- '-' -''- NIa05.26-E 141.N'(0) � PARCEL 99 oxa s xn) (nl' ND.) (aa s0J 'ar w.) (ay. m.) (nl• sa) (w UNQ (n4• sa) ar (w 1 q SOUTHE/ST CORNER OF THE 78I as - - 74 arts 31e w.gi3ie � 1z I44° THE SOUTHWEST QTER UAROF ' °ec sle rc: :IDI Pn a OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 SOUTH• s/e' sTAe6'Eo _ RANGE 40 EAST s/6• slim 'L.sAs42• (1A' No) X".. s/e• sr74sm 1.BA942' (1.3' N0.) (w 141E) -car (os' xO.) l i I 4'44' N0. L0. I i PLAT OF RIVER DALE YACHT CLUB ESTATES UNIT 1 (PLAT BOOK 6, PAGE 28) E 0 z GRAPHIC SCALE 200 D Too 200 ( IN ITEL'T' ) I inch-200fL. © 2003 LBFH Inc. VERIFY SCALE CONSULTING CIVIL ENGINEERS, tEFll PROJECT Na: SURVEYORS & MAPPERS 01-0319 BAR IS EQUAL TO ONE �� _ BOUNDARY &MEAN HIGH WATER SURVEY FOR: -` INCH ON ORIGINAL DRAWING "�7'(7LBT8 For Resv1ls, INC, valve By Design." SHEET 3550 S.W. Corporate Parkway. Palm City, Florida 34990 ST. LUICE COUNTY BOARD OF COUNTY COMMISSIONERS ADJUST ALL SCALED (772) 286-38B3 Fax: (772) 286-3925 3 OF `.3 REVISIONS DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com (NORTH FORK PROPERTIES - PARCEL 97) BNDYOI.dwg DATE BY MEAN HIGH WATER LINE (ELEVATION 1.16') (N.G.V.D. 29) (SEE SURVEYOR'S NOTES) \ PLAT OF NORTH FORK ;ESTATES N45.06'41"W 6.58'(C) (PLAT BOOK 31, PAGE79) I ,�yry0 LOT LOT 20 I 21 SB8'54'51-E a 5/8- (2.1' NO. OF (C) PROPERTY LINE PER W.S.) S31'02'23W (0.3' E. OF (C) 1/4. 1/4. SECTION LINE) •a z N10'29-59-W 9,09'(C) 54.56 (C) N S7T08'20'W 15.90'(C) N89 44'24W . n n GRAPHIC SCALE 1361.51'(C) 5/8• STAMPED R A C T sa o 30 so I S3T18'41'W 28.43'(C) ) NO.90• (• ' () No. 8 0 N0. OF C PROPERTY LINE OF W.S.) �'r DETAIL \ (NO TO SCALAL E) ( 1N FEET i 1 inch 80 rL • QUARTER, QUARTER, SECTION LINE 589'46'26W ..-.._..-.._.._..-..-..-..�..-.. _..._.. _..-..-..-.._..-..-.. _.. ..-..-.. _.._ -..-.. -.. _ _..-..-..-.._.._.. _.. .. _.._..-..-..-..-. _^. ' SET G.P.S. POINT N 486 E 8694269424.361.3618 N89'35'18'W 211.32'(C I d N mm • /^\ ,a Opt QO� Ct�. \ �+Oly, y�v \\ [/ SET G.P.S. POINT '\ E 869635672B2 .Y / 20'54'34W '. 17.45'(C) y�(',� NB9'35'08•W 414.10'(C) TOP WIRE PS FOLLOWS OF BANK N 1101550.2156 vNE AT MEAN HIGH WATER LINE E 863971.0.94.9 OC � Ckr / 502• ROO �32•V7 N 1101547.6823 NOTE: TOP OF BANK OF THE !i �0�5 RIVER WAS TO:STEEP TO SET 5� E 869529.1616 ( N66'15'25"E 87.46' C 13s.14'(c) n1 MONUMENTATION IN THIS AREA ( ) I I FOR THE MEAN HIGH WATER LINE ( S22'23'58'E 49.21'(C) S89'44'24"E 558.11'(C) - - - - 13 8 MEAN' HIGIi WATER LINE (ELEVATION 1.18') N6445'32'E 129.9T C , x x 4' BARBED WIRE FENCE x6T (N.G.V;D; P9) (SEE SURVEYOR'S NOTES) ( ) N84'37'j4"E 106.88'(C) I (FIELD,LOCA1`D ON JANUARY 97H & 15TH, 2003) N70'37'49"E 129.0&(C) N6537b1"E 24,45'(C) I T R A C T "FI"� q 4: w4 �m N49'14'29'E 14.58'(C) N74 18'38"E 65.98'(C) CONVENTIONAL TRAVERSE �1- ---.FOUND G.P.S. POINT 0 g �o • RAW CLOSURE 1:11,992.53 r 1 1 N 1101469.5045 � Oi ri oa= DIRECT TIE 1 E 868909.7497 PARCEL 96 REFERENCE BOUNDARY SURVEY 01 N' m= N 55 86r'�C)E �4'�7'SO"E 260,39' E 453. C)f (5(40CAACRES) A BY A. GERALD WEATHERINGTON, P.L.S.- I m 84'( 4 FOR SOPHIA JEAN ROWE. DRAWING N0. 4090 N I v C N T�T4B' S07'57'26i4 113.59'(C) LAST REVISED MAY 2, 1990 Z SEE DETAIL "D' ABOVE `1 _ vl m ` _ 1 FOUND G.P.S. POINT I PLAT SHOWING ADJUSTMENT FOUND 5/B• IRON ROD & CAP n �I�TRACT "119'IEE 8688940247 �., OF PROPERTY LINES OF MOORE. STAMPED -LBFH LB#959• 'APPARENT USE' 136.1N 1101307.OSSa HGEFLICH, BACHARACH, BRADY & HAMMOND = 4' BARBED WIRE FENCE E 869666.6407 N ttot3t3.7sos(PLAT BOOK 3, PAGE 64)E 868182.9752 S31'02'23'W 54.56'(C) 480.61' c 668.27'(C 198.65'(C10,*,aa ,a'rr.11\� 1 SEE DETAIL 'B' SHEET 3 OF 4 4 61 ,51 C x ' FOUND 5/B' IRON ROD &CAP I NORTH LINE OF THE LANDS DESCRIBED IN STAMPED 'L.BFH L6#959- OFFICIAL RECORD BOOK 480, PAGE 1599 5/8" BENT STAMPED VILS LB.e4223- N2s36'S4'E 2a1a6'(c) (OAO' NORTH) LFOR QUARTER„QUARTER, SECTION LINE SEE DETAIL 'A' SHEET 3 OF 4 FENCE DETAIL ALONG SOUTH PROPERTY LINE PARCEL 97 Iy �+"• I REFERENCE LBFH INC. BOUNDARY SURVEY DRAWING NO. BNDYOl.DWG DATED 01/20/03 ' i I (VACANT) TRACT "J" N 1101307.6738- 5/8' BENT (HELD BASE) ' E 869530.505t (0.1' NORTH & 0.3' WEST) I �at 'JN I ,O � �J I I 1 i VERIFY SCALE Lbe CONSULTING CIVIL ENGINEERS, do BAR IS EQUAL TO ONE SURVEYORS MAPPERS BOUNDARY & MEAN HIGH WATER SURVEY FOR: INCH ON ORIGINAL DRAWING "Fa7 ten For Results, - INC. valve By Design" D 1 3550 S.W. Corporate Parkway, Palm City, Florida 34990 ST. LUICE COUNTY BOARD OF COUNTY COMMISSIONERS, 1 ADJUST ALL SCALED (772) 286-3110 Fax: (772) 286-3925 (NORTH FORK PROPERTIES - PARCEL 96) REVISIONS DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com i UIFH PROJECT Ho: 01-0319 SHEET 4 OF 4