The URL can be used to link to this page

Home My WebLink AboutSurveys j A (V e \w w 2 LOT 112 F.F.E.=18.03 3 \ FOOD CREEKSIDE PLAT NO.1 01 e3y ZPNE "X" P.B. 55 PG. 12 ZONE OCCUPIED 'lppp. w ;a:. AND 5/8" IR/C LB 4286 • R 11�ATER SERVICE a Z }' ;`;�;..x°. Ti `. FPL TRANSFORMER V) S50'35'57"W 13.50' \ �\��'�;, ��,�� ; N48'52'55"E 130.00 ` \♦ �6� \ N48'52'55"E Z `\\, \ `` O) 0� /. \\ \y�w\�\\ L n m RADIUS POINT �19\ \ n n- v� .00 °J BENCHMARK 0 TOP SAN. MH SS-21 ELEV.=16.29 S O V 01 d \ ti" L ?•n' Vim\'• �� (�j ^� O v ;`4��y tea-;,, a� :\\* •°+, \\`: N V p�' 00+ 4G/ O co 0 o c 8,00+ /s i Stij CLEAN O v' '�'�F�� OUT vo4 - - - o — 8 A A 9 0 o LOT 114 F.F.E.=18.65 i CREEKSIDE PLAT NO.1 7� P.B. 55 PG. 12 O OCCUPIED �O 0 � �6y i Y N o t C1 L`O o - _ Koved LO N THOMAS P.- KIERNAN . DATE oProfessional Surveyor- & Mapper d Florida Certificate No: 6199 a I I I - 167 y 60 01. ■ EGAL DESCRIPTION BEING ALL OF LOT 113, ACCORDING TO CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS GRAPHIC SCALE OF ST. LUCIE COUNTY, FLORIDA. 20 0 10 20 CONTAINS 0.28 ACRE, MORE OR LESS. I I I RECEIVED ADDRESS (IN FM) 3116 YELLOWSTONE CIRCLE, FORT PIERCE 1 Inch - 20 n APR 13 10 16 LEGEND 8& ABBREVIATIONS BM DENOTES BENCHMARK O.R. DENOTES OFFICIAL RECORDS BOOK Permitting Depam tent BB DENOTES BEARING BASE P.B. DENOTES PLAT BOOK St. Lucie Cou C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PAGE CONC DENOTES CONCRETE P.U.E. DENOTES PRIVATE UTILITY EASEMENT C.B. DENOTES CATCH BASIN P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER CD DENOTES CHORD DISTANCE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE R FND 5/8" IR/C LB 4286 C/O DENOTES CLEAN OUTS P.D. DENOTES POINT OF CURVATURE DENOTES CENTER LINE P.E. DENOTES POINT OF TANGENCY D.E. DENOTES DRAINAGE EASEMENT (P) DENOTES PLAT DATA F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT FND DENOTES FOUND R DENOTES RADIUS I.Q. DENOTES IRRIGATION QUALITY WATER R/W DENOTES RIGHT OF WAY IR/C DENOTES IRON ROD AND CAP SAN. DENOTES SANITARY L.B. DENOTES LICENSED BUSINESS U.E. DENOTES UTILITY EASEMENT L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT L.M.E. DENOTES LAKE MANAGEMENT EASEMENT MAG/D DENOTES SET MAG NAIL AND DISK (M) DENOTES MEASURED DATA WMME DENOTES WATER MAINTENANCE M.H. DENOTES MANHOLE MANAGEMENT EASEMENT N/D DENOTES NAIL AND DISK A DENOTES INCLUDED ANGLE (NR) DENOTES NON RADIAL LINE DENOTES DRAINAGE FLOW O.S.T. DENOTES OPEN SPACE TRACT P.I. DENOTES POINT OF INTERSECTION l DENOTES PROPOSED ELEVATION GENERAL NOTES 2.3g' 1. The last date of field work was 03-22-2018 2. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 3. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 4. Lands shown hereon were not abstracted by this office for rights-of-way, easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. (� 5. All above ground fixed improvements, if any, have been located and shown hereon. 6. Underground foundations and improvements were not located as part of this �O survey. 7. Flood Note: By graphic plotting only, this property is in Zone X and AE 16, A,)' according to the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, pL pa effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. No additional search of the public records has been v preformed. There may be additional map Amendments affecting this property. 8. The bearings shown hereon are based on Plat information and are referenced to the center line of Yellowstone Circle which bears North 41'23'03" West and all bearings are relative thereto. 9. No easements are shown hereon other than those depicted on the plat. No �p 6 search of the public records has been performed to find additional easements that may exist. °P 10. Elevations shown hereon are based on the North American Vertical Datum (N.A.V.D.) 1988. 11• The building setbacks shown hereon, although based on the best available information, are not certified to and must be verified prior to design or construction. Final As- Built SurveyFile:15-141.100.113 CULPEPPER S� TERPENING, INC Date:04-02-2018 CONSULTING ENGINEERS I LAND SURVEYORS Lot 113 FB: N/A 2980 SOUTH 25th STREET SCALE 1"=20' FORT PIF-RCE,FI_ORIDA 34981 DRAWN BY: ND PHONE 772-464-3537 FAX 772-464-9497 For. D. R. HORTON FIELD:PK www.ct-eng.com STATE OF FLORIDA CERTIFICATION No.LB 4286 i W a] 3: — IN, \ \ m �Z \ ..� U F a .N tD, W W� 1 O) •-F-¢ LOT 112 ¢ ��, CREEKSIDE PLAT NO.1 3 \ , P.B. 55 PG. 12 Nj O C) \ VACANT _ J LLJ Z SET 5/8" IR C LB 4286 �8p S50'35'57"W 13.50'. ___ S� S2 ,WATER SERVICE N48'52 55 E 1 130.00 N48'52'55"E 60.00' RADIUS POINT ��\ � SO\ � c zo P rn R`9!y co o OR\ 0 N BENCHMARK j Kj`7 0 0 TOP SAN. MH SS-21 ELEV.=17.76 S\ . �QO� 3 o ?S?o• O \ 4 ;`.. o O -^5 'Op: Cb �m 13 A a N p o 4d �. �R� D. pQ ry^� LO 9 LOT 114 CREEKSIDE PLAT NO.1 P.B. 55 PG. 12 1� VACANT QO AREA SUMMARY IN SQUARE FEET SOD:10157 t DRIVEWAY/WALKWAY:574 f s A�86 00 moo. THOMAS _-P._-KIERNAN DATE Professional _Surveyor, 4 Mapper Florida Certifcate�No._6199 L ESCRIPTION BEING ALL OF LOT 113, ACCORDING TO CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 20 0 10 20 CONTAINS 0.28 ACRE, MORE OR LESS. PROPERTY ADDRESS (IN FEET) 3116 YELLOWSTONE CIRCLE, FORT PIERCE tnd,- 20 ft LEGEND &ABBREVIATIONS BM DENOTES BENCHMARK O.R. DENOTES OFFICIAL RECORDS BOOK BB DENOTES BEARING BASE P.B. DENOTES PLAT BOOK C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PAGE CONC DENOTES CONCRETE P.U.E. DENOTES PRIVATE UTILITY EASEMENT C.B. DENOTES CATCH BASIN P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER CD DENOTES CHORD DISTANCE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE SET 5/8" IR/C LB 4286 C/O DENOTES CLEAN OUTS P.D. DENOTES POINT OF CURVATURE R q DENOTES CENTER LINE P.E. DENOTES POINT OF TANGENCY fro D.E. DENOTES DRAINAGE EASEMENT (P) DENOTES PLAT DATA ��• F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT FND DENOTES FOUND R DENOTES RADIUS I.Q. DENOTES IRRIGATION QUALITY WATER R/W DENOTES RIGHT OF WAY IR/C DENOTES IRON ROD AND CAP SAN. DENOTES SANITARY L.B. DENOTES LICENSED BUSINESS U.E. DENOTES UTILITY EASEMENT L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT L.M.E. DENOTES LAKE MANAGEMENT EASEMENT MAG/D DENOTES SET MAG NAIL AND DISK (M) DENOTES MEASURED DATA WMME DENOTES WATER MAINTENANCE M.H. DENOTES MANHOLE MANAGEMENT EASEMENT N/D DENOTES NAIL AND DISK A DENOTES INCLUDED ANGLE (NR) DENOTES NON RADIAL LINE -/�� DENOTES DRAINAGE FLOW O.S.T. DENOTES OPEN SPACE TRACT P.I. DENOTES POINT OF INTERSECTION DENOTES PROPOSED ELEVATION GENERAL NOTES 1. The last date of field work was 03-23-2017 2. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 3. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. I�6o9. 4. Lands shown hereon were not abstracted by this office for rights-of-way, easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This / information should be obtained through appropriate title verification. . (-1 5. All above ground fixed improvements, if any, have been located and shown hereon. 6. Underground foundations and improvements were not located as part of this C) h ' survey. 7. Flood Note: By graphic plotting only, this property is in Zone X, according to the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date pAD � February 16, 2012. The exact designation can only be determined by an elevation o additional search of the public records has been reformed. There certificate. N p P v may be additional map Amendments affecting this property. 8. The bearings shown hereon are based on Plat information and are referenced to the center line of Yellowstone Circle which bears North 41'23'03" West and all bearings are relative thereto. 9. No easements are shown hereon other than those depicted on the plat. No search of the public records has been performed to find additional easements that may exist. 10. Elevations shown hereon are based on the National Geodetic Vertical Datum (N.G.V.D.) 1929. 11. The building setbacks shown hereon, although based on the best available information, are not certified to and must be verified prior to design or construction. CULPEPPER TERPENING, INC File 00 113 Boundary, oyyaphic Survey Date:03-27-2017 CONSULTING ENGINEERS I LAND SURVEYORS FB: N/A 2980 SOUTH 25th STREET and Site Plan Lot 113 SCALE 1"=20' FORT PIERCE,FLORIDA 34981 DRAWN BY: ND �.:� PHONE 772r464-3537 FAX 772-4649497 For. D. R. HORTON FIELD:PK www.ct-eng.com STATE of mopmA CERTIFICATION No.LB 4286 HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE •UNLESS NOTED OTHERWISE ALL HANGERS ARE USP'HUS26% 8'-8" ELEV. OA MS-26 ®8'-6"Int Brg ®18'-1 7/e'ELEV. ROOF MUSS OmcH-A r,OOR MUss OEsa Mm A T.C.LL 20 p.sf. T.CLL 40 p.xf. LCDL 7 p.sf. T.CD.L 10 p.Sf. Br D.L 10 P•sf• B.CD.L 5 P.0. TOTAL 37 p-sf. TOTAL 55 P.s.f. R E C E I b' DURATION FACTOR 1.25 DURATION FACTOR 1.00 L_D J Al O V WIND STAND PAD ASCE 7-10 FLOOR TRUSS MAY BE ADNSTED RIND SPEED 160 M.p.N. 2•FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE — 2'-0•UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 39'8" 6 12 7' 7 HE 16" aT to DD Dd GG ,� L L L W U1 UI W IBRG- BJ1 \;I'. 1 —UNLESS NOTED OTHERWISE J3 TYPICAL TRUSS END J5 ALL SPACING IS 24'O.C.EXCEPT AS SHOWN. D D DO NOT CUT OR ALTER TRUSSES WITHOUT o AUTHORIZATION FROM THIS OFFICE Ll Ll THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF D D ANY BRtXCEN COMPONEN75 AND/OR MISSING PIECES. V 00 NO BEACKCHARGES WILL BE HONORED. N WARNING "W Nnwa M—Im ET¢OnaH M Cl/M MTRUMNwr muexe a NOT THE ItESPON- 9SYlT 6 THE 1R115;af9a M MAZE YH116ACTIM OA 11✓aS FAYxCAIaR N4RSwS A l p 2 D ERECiNC Russes ARE cummm TO sm PaO csaa A AOW¢seMaxO .._ D uernaH wAaRc Tww Is A.'Ars uoISPEO TO P6ETENT TOUR➢0 wO W w SPDmc MPFticAncxs��R—Ix—0»Ns$c�—DIt rEANO�m (_ ^ ItfC[WDOAT,.w Cols-t)rw rwtlOA wmwAnw. N TRUSSES sNAu eE TO —w A sMNwT um`Om Iro9naN nmE NO slawtTaHc IS MrPIrEO m.M m TOP MAx/tli- aolms, Tar SINE I¢lH I sPE E a TK waxEDlm O O tTwsss OT a IHu�m nM N6:ASDINABIE avRE ouwxc Elscna m PaWTIr oAwrf w PwsanAL WAMr. m NOTE - IT IS THE REWMS184)TY OF THE BUILDING DESIGNER OR ARCI9TECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS EHGNEERING.SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT V5 AND//OR PLUMBING(AND THEIR CONNECTIONS)IN MUSS SPACE NUST BE DIAGRAMED BY BUILDER ON APPROVED TRUSS LAYOUT V4 PRIOR TO FASOCATi . THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995'DESIGN RES'ONSIBIUTIES'.ACCORDINGLY,R DISCLAIM7r S ANY RESPONSISIUVES ANO/OR UABIUTY FOR THE CONSTRUCTION V3 DESIGN.DRAWINGS,DO ENTS INCLUDNG THE INSTALLATION AND � s y BRACING OF TRUSSES MANUFACTURED BY MIS CCUPANY. Vz 11 APPROVAL SIGNATURE @ V YOUR SIGNATURE WILL ACKNOWLEDGE. Af � 0 7- AUTHORIZATION TO PROCEED YAM FABRICATION. wu V 1 2)VERIFICATION OF ALL DIMENSIONS AND CONDITIONS ® INCUMING WALL HEIGHTS.ROOF PITCH,HEEL HEIGHT. .� OVERHANGS,CEILINGS, ETC.. BG 3)TRUSSES WILL BEMADE IN STRICT ACCORDANCE !I+ YAM THIS 17RU55 LAYOUT. b 4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS T , * ON MIS PAGE AND AGREE TO 8E BOUND BY TREY. SIGNED TITLE r � DATE �) 94¢ REQUESTED MUSS SHIPMENT DATE y 3s'st • �# Ib cr (ACTUAL MUSS SHIP DAIS IS BASED ON OUR CURRENT DOUVEIRY SCHEDULE) ppq e a � M RE S O D M 7F 48 00 99 2E 85 FB s Icd snd.;IlOC by blanutl}AartlDe2,n Dtx va 1 rIR SHA. R A N E Y �e xanNd_red tI�pTc and x.a(Od BGE COMPONENTS, La kx_renf-d�tT any xtectlardc LLC I. , 1I 10, 21 4 _ 19990 Independece BWd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ®COMPONENTS FAX: 352-429-7429 E-MAIL: TrussPlantHroney omponents.com Tf Horton Lot W113 Creekside E9aFNCL 4EFB Flora ' eaff nt�S_7,-O"aA,E-30-2017 D< aRAnnO 3" 03 BJAH 39'8" 16'3" 10 13'5" c C- C- BJ1L EJ L BJlL L02 ro o � � BJ1 Ln N N N N N N N N N� O� F-.�1�1 N N N N N N N BJ3 N FT F 4 F BJS i 0 0 N N r 6' 13'3' 0'5' N N W Stair Well ta'2 11'4" '2" Downset Header O N \0 �► a x8 edg r N � o 1 N 00 t° L) o ,�s m N N x Ag 04 d{ N 40 015A 38 FF 58 81 BC This item has Dean elegranicakly s4 ?E IFIL.Lk.0471221 on the date she N authant ati--J._ F T 9 ?riniocd ccples r,(thtz ducmen[an 18'4" 21'4" ind the sva•a avehonU:atmn:ade cuaiesl