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HomeMy WebLinkAboutAPPROVED SEPTIC SURVEY AND FLOOR PLANCASTCRETE PRECAST 1.1NTFL SCHEDULE TYPE DJSIGNAMN 8F1{{6-1Bf1T pA.eA•. 3 _eB Fw.e.lP-mTnll le•FJ, WrW YPpe RtilN'1 r. [1 - ,_•••• N+R.m.1rNy4plaN b,.•)1CTSF Qom S.R .IPpIa! Sd. Alyd w Cnq.N,e G.'" Rn"A Gm,lr Io:A w Lad 41PI R Llb Ss ! FI^ rb- AP141Q-R AIQ 'I" z'SA 1100 S Y'r s-w• FFI1-161T 110) 11610 "1 t1 0 F '_r 4T lPlblH-ST 1(u3 '1,F, Ili3 "W Ib IS-5` PAESIRESSEO 4W •iAV !M VO t T-1' IIF16-1 WlT 1 IP}' xl4` RBESTALSSLD 9FiA.l R.[F 1"b <IUq 506 Ca0 POST SCHEDULE HAAL SFEOr1GT1MlT aY.EE P.T. 7A. 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TYPICAL O POTYDX 0< [AOI P06T, IN A0D1YIOx T6 $PELT/IRO ANGHOA IN6TA111FJ 51Fr>AN SN STUD Fu.l nF B EL SlltO th POSY IOA t %-LFSLNGLE NEI•A.A PM ROOF FINISHES SEE ROOF PLAN S ELEVATIONS TWSS TO BEELM: SZMPSON (ORSgUAL) MMO; SO)lad w W NAILS TD 6 (Lb)10 BENT MG AURL DRIP EDGE 26 Gy LHOL) ALLAY. FASCIA END RAIL ATTAQNED •d ROOF rLQSO I2• of PRE RN VDNL 5OFFJr PANELS SET W B SECURED TO FASCIA, 7 CIM NEL POST TO BEA14 4'JfF. SIRS, T11 H5YAx1 STRAPS E,WI &14 DF -Irz w/ TO N..BA 29SST B Fl To iA1+5 POST M FDA4 STUCCO R. ts. faT XAODD HIL IATN qY Pl LAYER WATERR�6TRSE SAAAM 2'RALSED SSTTl/SSOO RAMa P.T. 6.E POST S1• rxr. Fenwm y1PAr1aNG iri`� I i$• RA1ST9 SRI�CO MfQI SLOPE STUGM FIM91 AT CAP IEti16-mu UULLr.N 10.0pf INjFULLY GROURp CELLS 16`r16' MONOLITHIC HJGE (AT ODPNER) d 1'.w6'ti'TJ• RAISED OJRE w! 111.5 BARS 6 P5 CRRdk 1EiR.6 ENTRY PIER DETAIL SCALE; 34' = r'-C" FDOH in St. Lucie County TRUSS 1ATTIC SPACE WSIAAT(ON- DWELLING -GARAGE SEPARATION Environmental Health R-M BLOWN IN INSULATION INSTALLED 2020 MCC-R R302.6 OVER ALL CONDITIONED SPACES ABOVE AND ATOP THE 6AR•Y.E S++ALL BE 5BPMtAT» PROF) TIRE Site Plan Approved for Construction BAC LSIOEOF GYPSUM BOARD CEILINGS. INIOy;GE WAJW PPLIW LLYs 1HAH U3 INCH 6Y" 9pATTI AOr FI T TO S T O La PZE SEPARATE NON -CONDITIONED SPACES, Nzw Supercedes All Previous Site Plans for IGAR04E. AND ENTRY) AMTAEX.Z RDOAS ABOVE 6AAACe SHALL BE w. VERTICAL THERMAL BARRRER$ USING SEPARATED PPA H "RA6E Br IQCT LE56 THAN R 30 BATT INSULATION. 50 IN. TYPE'%' @YPr--W BOARD OR 6MOVALE-W. 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T$ PQ• 5 WI SIX e SET'TOP P: M'AFY. 01 - 1 TOP Luc 71 P,T.6F6POFrm1S•1' 5PSUW9TOTOP Or1£OLSFAL DROPiEADFRABOVE FKAME OUT LLrTI SIDE a BELOW All .4 ST1APSON An" rvsrANCQOR x.j1. WEDGE ANCHOR w:r AIW ELmSO RENAL ALIGN FKONY-SLAB LOGE BELOW IXJ INN.V3570 POST '-4 7-2w 19'-loA ls'-2" 2a'-B" r 59'-W WALL TYPE LEGEND SYMBOL REPRESENTS CMU WALL -Ir N.N.D.) BRG,Hr.@8-1- INTERIORSIOE -SMOOTHFINISHPAINTED EX ERIORSIDE-STUCCO �{ C. wALL•B'(LIJLO.) RR0.H7,@IY1' EL• N•_r APF li WITH NON GROUTEO CELLS FILLED m R.9 MIN P.,APANOEDPOLYSTYRENE TORN WSUtAT10H M lV1'AFF J"RJOR SIDE- Vt GYP. ERG, OVER 1,P.T. FURRING ENTERIOR SIDE - STUCCO FINISH, UNLESS NOTED EXTERIOR SIDE FRONT WALLS ONLY: EL- T7-1'AFF -KARDIEnANK'wwOING I BRG.PAT/TITION WALL- -)NTEPJOR.A' I UA0.j 1TI GYP. BD, ON EACH SIDE OF 2, A wo. STUDS 0 IS-C.C. w( P.T. 2 A SXJ, G DBL bN TOP PLATES Ix+6 srt10S 6 PLA(ES WHERE SHOWN) HEAAINGPFRT1711 GARAGE Y:ALL-A'IU.HA.1 EL: 1FI-AFF I?GYP.BRO,EACHSIOE OF 2.AWD.STUCSQ1G'O.0 M P-T 2A1$RL & OBL. 2n TOP PLATES GAG STUDS A PLATES WHERE SNOWR.) wR-1T GATT INSULATION NOMBEARING-IRERIOR PARTITION-a•TUJLO.) EL,SEE PLAN IG'GYP. ORD. EACH SIDE OF 214 MDS it Z., D.C. ,U...- U. wrP-T, y( MLL3 DSL 2AA TOP PLATES _ EL: SEE PLAN 13.65TU➢S Q PLATES WHERE SPOVRL) HOTES: - ALOKG ALL EXTERIOR WALLS R11MALL VERTICAL FIRE9LCCMG IRRING) @ 10-0- MALL TIGHT TO BOTTOM 6. TOP WJLERS. ALL OPENINGS OR CUES TO BE SEALED W nRE M" FOA4. - OLSTA2X;V HIGH STRENGTH CONTROLLED DEN$rTY GwSU4 WALL SOARO AT ALL CEILINGS. USE MOISTURE RESISTANT GYPSUM WALL BOAAD IN ALL WET AREAS. - INSTALL WOOD BLOCKING AT ALL INT. DOOR OPENINGS. CABINET LOCATIONS. RAISED TV JACIGPORTS, AND WHERE NOTED ON rIA I& E]RERIpRCFKINGS.- ii MQI. TH ILK STUCCO ON)1 HIRI3 LATH ATTACHED TO HORZONTAL ANDIOR VERTICAL WOOD FRAMING wY NABS OR STAPLES IS B' O.O. TO PRGVIDE NOT LESS THAN 135- PENETRATION INTO HORIZONTAL WOOD FRAMING AND j{• PENETRATION INTO VERTICAL W pCG FRAMING MEMBERS PER ASTM CIOGT AND STUCCO • AST M C926 NOT£ SEE TRUSS MANUFACTUREN PLANS l PROFRES FOR ALL TRUSS TO TRUSS CONNECTORS AND FASTENERS THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS. AND GIROEA.GIROBR cONrsECTOr1$, 11LRIFY THE ELEVATICN(S) OF THE HOUSE dr FOOTINGS OEPTHS �� WfTH THE ENGINEERED SITE PIA- ALL ExT-L OR MASIME(S WALL$ ACT AS SHEAR WALLS/PIERS �Y � \ BASFp [N RElF71YE PoDDITY 7 J m U �a G a N R' Z L 1 ry� W Z M MLEVOW W A T E R- A I R- L A N D 5109 Gren6 Pahnena Way cbrisbeersobyu.nel 941-628-0535 Noah PorL Florida 342914049 fax 413.%7-9013 Beers h Igsta ySigne y estop er v m 1 1 ri u * r E„ r 'er ' DN: c=V5, o=Unaffiliated, a -p �:•', 0U=A01410DO0000172B9270F6300 e- _S-$TAIE W m I, = 00MAr cn=Christopher 0 Beers SHEET e:. FtpRea,. ia,, Date: 2021.09.241656:19-04'00' FLQOR2PLAN �'�J "'-•L)9�;' CHRISTOPHER 0. OEERS. P.E- ' FLORIDA LICENSE NO. E45(p"' r'-0' 9d 3OP PERM CII/�n �. QGT 10 OCCUPIED) F.F E. 16.78 FEET ->s- R.� THE OAKS AT INDIAN RIVER PLAT BOOK 33, PAGE 10 �r�LL9 FOUND 5/8" IRON ROD & STAMPED "4134" R=25.00' L=30.65 - A----7014944" W g/ x 1 FOUND 5/8"IRON ROD & CAP STAMPED "6018" tiv� 0.10' WEST �' \ 0.12' SOUTH Y f'sEt OA VT LOT 11 R=2"839.93 r (VACANT) L=19,8.94' I \ 1 0 \\\ hg SURVEYOR'S CERTIFICATE A$ PROPOSED SEPTIC TANK FOC&O •$° ���ti� PKNNAILA&KD S0. 1 � O,�STEAVMPED "LB 7805 TRAV" C'TIOj 11.80 FEET 88 CV x �.- �4SFJ86, FO�N-o-C,URe — STq O A �o S/V PROPOSED 15' DRIVEWAY R=75.00 L=77.85 0=59'28'28' PROPOSED 1 STORY C.B.S. RESIDENCE PROPOSED WELL 1� x QY R=100.00' �. Al L=1.93' 114 W A=1'06'30" rQ BENCHMARK NO. 2 PK NAIL & DISK •�6 ,titi� STAMPED "LB 7805 TRAY" LEVATiON 12.28 FEET (NAVD 88) g - �ti� -,,,,,-DESCRIPTION © `LOT 11, THE OAKS AT INDIAN RIVER, ACCORDING TO THE MAP OR PLAT THEREOF \ FOUND 5/8" IRON ROD & CAP AS RECORDED IN PLAT BOOK 33, PAGE 10, STAMPED "4134' PUBLIC RECORDS OF SAINT LUCIE COUNTY, %, FLORIDA. �✓ �0 1O'X10'FPL EASEMENT TRANSFORMER PAD x (PER PLAT) LOT 14--, (OCCUPIED) F.F.E. 10.16 FEET ,PP {{LvvOT 11 x�R F 6(4 n)St. Lucie County Environmental Health Site Plan Approved for Constructioz/000" Z Supercedes All P�'{ ryevious Site Plans or FOUND 5/8-IRON RODcp#ccib ��F H55P:1 STAMPED '4049" v1%II #1 0.15' SOUTH 0.13' WEST Date, Revie er•' kc.O I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. B R I A N L Digitally signed by BRlAN C KIERNAN CIVILSURV DESIGN GROUP, INC- DN ualifi o Affl41O dnQuafifier-AD1410D000DOT 787E 91 1 RN K I E R N A N DateN202106-28 08:38.41 --04'00' BY: BRIAN C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA REGISTRATION NO. 6101 DATE OF SIGNATURE COPYRIGHT © 2021 ALL RIGHTS RESERVED CMLSURV DESIGN GROUP - CERTIFIED TC GROZA BUILDERS, I WALTON ROAD G 9y z JENSEN BEACH SITE z v�; N JENSEN BEACH BLVD GRAPHIC SCALE 30 0 30 ( IN FEET ) 1 inch = 30' ft SURVEYOR'S NOTES TO LOCATION MAP LEGEND & ABBREVIATIONS O.R.B. - OFFICIAL RECORDS BOOK F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT (i- CENTERLINE A- DELTA ANGLE EL - ELEVATION R - RADIUS CONC.- CONCRETE L -- LENGTH L.B. - LICENSED BUSINESS C.B.S.- CONCRETE BLOCK & STUCCO ®- WATER METER Q- SET 5/8' IRON ROD & CAP STAMPED "LB 7805" - TELEPHONE PEDESTAL S - SANITARY MANHOLE C -- CABLE TV PEDESTAL - LIGHT POLE - CONC. LIGHT POLE . - SANITARY SERVICE BOX ELECTRIC RISER 1- REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 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. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. I 5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT. 6. FIELD SURVEY LAST CONDUCTED ON MARCH 15, 2021. 1 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. 1 8. THE CENTERLINE OF EDEN CREEK LANE IS ASSUMED TO BEAR NORTH 52'55'46" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 9. OVERALL PARCEL CONTAINS 21,923 SQUARE FEET OR 0.50 ACRES, MORE OR LESS. 10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER C 12111CO313K, HAVING AN EFFECTIVE DATE OF FEBRUARY 19. 2020. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). PHONE ("2)323-2244 File & Drawing No. 123 EDEN CREEK LANE BNDY TOPO CIVILSU 1"= 30' V Date: 03 18 21 A Tradition of Innovative Engineering Drawn By Sheet 444 4TH LANE S.W. L.B. No.7805 VERO BEACH, FLORIDA 32962 _ Hof 1 BOUNDARY AND TOPOGRAPHIC SURVEY GROZA BUILDERS, INC. 123 EDEN CREEK LANE JENSEN BEACH, FLORIDA