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Home My WebLink AboutSURVEY - SITE PLANCONSERVATION TRACT NO. 1 Y__ SET 5/8-IR&C f , LB 4286 LOT 35 O 46. j 1% it e a �s SET 5/8-IR&C LB 4286 Ns¢Ss?9'� PROPOSED 2 STORY RESIDENCE F.F.E.=11.3( 4' LOT 34 VACANT r - ' 7 BENCHMARK / TOP OF STORM DRAIN - GRATE ELEV. 9.14' (NAVD 1988) / LOT 37 / LOT 36 VACANT VACANT / A. "< /V.:- MIN �!_------� SET 5/8-IR&C LB 4286,, \ :; � �� FROI WATER SERVICE /� �=; •� �� "'''%�•. �� ✓4 oar BIDE '.� IR ✓�' / GD�G y)4. y iC. .a.:_ . ; :�;�:i' �, ,.SNP �fl 0 (0 N r - 7 TEC ... 1, � +' m � O SET 5/8'IR&C pn LB 4286 va \ 1 b GENERAL NOTES } 1. The bearings shown hereon are referenced to the centerline of RadcliffecWay having a `9 bearing of N67.43'38"W, according to the Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. ,) 4. Flood Note: By graphic plotting only, this property is in Zone "X", according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of o Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonments deed restrictions, or Murphy Act Deeds. 7. The last date of field work was February 05, 2014. 8. 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. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE P.C.P. DENOTES PERMENANT CONTROL POINT C.M. P DENOTES PUT DATA O.R.B. C DENOTES CALCULATED FROM FIELD MEASUREMENTS IR&C (M) DENOTES MEASURED DATA I.P. 10 DENOTES IDENTIFICATION NUMBER I.R. — DENOTES FLOW LINE U.E. TOB DENOTES TOP OF BANK P.L.S. FND. DENOTES FOUND L.B. DENOTES LICENSED BUSINESS O.H.U. DENOTES OVERHEAD UTIUTIES N.A.V.D. DENOTES NORTH AMERICAN VERTICAL DATUM (NR) DENOTES NON -RADIAL R/W DENOTES RIGHT WAY t DENOTES CONCRETE MONUMENT DENOTES OFFICIAL RECORDS BOOK DENOTES IRON ROD & CAP DENOTES IRON PIPE DENOTES IRON ROD DENOTES UTILITY EASEMENT DENOTES PROFESSIONAL LAND SURVEYOR DENOTES ELEVATION (TYPICAL) DENOTES WATER MANAGEMENT EASEMENT DENOTES STREET LIGHT DENOTES WATER VALVE DENOTES WATER METER DENOTES DRAINAGE MANHOLE Survey, and Site Plan LOT 35 For. Standard Pacific Homes � ►u GRAPHIC SCALE 30 0 15 30 ( ]N FEET) 1 inah - e0 M STREET ADDRESS 13320 NW BAYWOOD PLACE LEGAL DESCRIPTION Being all of Lot 35, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 of the Public Records of St. Lucie County, Florida. Contains 0.47 acres more or less. SCANNED BY St. Lucie County THOMAS P. KIERNAN DATE Professional Surveyor & Mapper Florida Certificate No. 6199 File: LOT 35. DING CULPEPPER & TERPENING, INC Date: 4/10/14 SCALE 1"=3 O' 0' CONSULTING ENGINEERS I LAND SURVEYORS DRAWN BY: ,: 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 - - PHONE 772-464-3537 FAX 772-464-9497 w .a-eng.cozn mr L \ EXISTING GROUND \8\25 ELEV.(TYPJ \ 35 0 h PROPOSED 2 STORY MIN. FFE = 11.30 HOUSE 0.47 AC. 20 '5 S.F. UNOBSTRUCTED AREA BORING NO. 2- G50 5.F. DRAINFIELD (FRENCH) QUICK 4 EQ 3G INFILTRATORS 4 ROW5 OF 14 CHAMBERS EACH NOTES, 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 2) AN APPROXIMATE CONVERSION BETWEEN THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 AND N.A.V.D. CAN BE MADE BY ADDING 1.475 TO THE N.A.V.D. ELEVATION TO OBTAIN THE N.G.V.D. ELEVATION. 36 VACANT EXISTING WATER SERVICE 6 / \ >v - 350_GAL SEPTIC TANK ` 34 ` VACANT 1 \ BENCHMARK \TOP OF STORM DRAIN GRATE ELEV. 9.14 i---------- -\� 0 � I 4 4 •I , 4 SCALESCALE DRAMBY OF 3-I9-14 .CULPEPPER STERPEN114G, INC ,yry'- CONSVLTIMO ENGINE ER9 I LANO ::VP V[Y I � aeosovrxssasr.Fyr. PonrP�.nnnmAnroe, .,, Pxo�enzasa-m�. w.rznz+w-wn ..�.,..memm STAn: DP F1dRIDA WAPDOPPBOFFS{pVAI. 4G^"aeAVExOPVAnoNNgEyt TMR4flM OF �FEQMU SAINT LUCIE COUNTY, FLORIDA LOT 35 RIVERBEND n:�r 2S(. i g i v � i i � 1 i i r , , J i SCAMP .1 BY I St. Lucie C THOMAS P, KIERNAN Professional Surveyor & Mapper LOT IS ON CITY WATER Fldrida Certificate NO. 6199 IL®7T 55 SHEET N0. RII1VERBIEND SUBDIVISION SEPTIC SYS. = SITE PLAN 1 of 1 L CONSERVATION/ TRACT NO. 1 SET 5/6"IR&C LB 4286 LOT 35 %\ Ns¢S62y. J\ /d5XB.5' cavc k / n 2 STORY RESIDENCE w F.F.E.=11.30,,9sz ,�:.,c::•.,; CO '•'zzsz,,,.: 5' pA BJWW WALK h %r•' '• i % 4N4' pA M¢ BRIck N �� W .,z^W 173.95� LOT 34 Si. Lu ems° ' l-.N VACANT LSBE745167IR&C pert roved!—� APP P'1\ GENERAL NOTES LOT 36 VACANT SET 5/8'IR&C LB 4286 WATER SERVICE ATT SET The bearings shown hereon are referenced to the centerline of RadcliffecWay having a �.�bearing of N67'43'38"W, according to the Plat of RIVERBEND, Plot Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. r 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. Flood Note: By graphic plotting only, this property is in Zone "X", according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonments deed restrictions, or Murphy Act Deeds. 7. The last date of field work was February 06, 2015. 8. 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. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. Tx ,AD a O 4286jr LEGEND & ABBREVIATIONS GONG DENOTES CONCRETE P.C.P. DENOTES PERMENANT CONTROL POINT C.M. (P) DENOTES PUT DATA O.R.B. C DENOTES CALCULATED FROM FIELD MEASUREMENTS IR&C (M) DENOTES MEASURED DATA LP, ID DENOTES IDENTIFICATION NUMBER I.R. FLOW LINE U.E TdDENOTES T08 DENOTES TOP OF BANK P.L.S. FIND. DENOTES FOUND LB. DENOTES LICENSED BUSINESS O.H.U. DENOTES OVERHEAD UTILITIES N.AKD. DENOTES NORTH AMERICAN VERTICAL DATUM (NR) DENOTES NON -RADIAL R/W DENOTES RIGHT WAY TOP OF STORM DRAIN GRATE ELEV. 9.14' (NAVD 1988) / LOT 37 VACANT / / DENOTES CONCRETE MONUMENT DENOTES OFFICIAL RECORDS BOOK DENOTES IRON ROD & CAP DENOTES IRON PIPE DENOTES IRON ROD DENOTES UTILITY EASEMENT DENOTES PROFESSIONAL LAND SURVEYOR DENOTES ELEVATION (TYPICAL) DENOTES WATER MANAGEMENT EASEMENT DENOTES STREET LIGHT DENOTES WATER VALVE DENOTES WATER METER DENOTES DRAINAGE MANHOLE FINAL SURVEY/ ASBUILT LOT 35 For. Standard Pacific Homes / h Rle:LOT 35.DWG Date: 4/10/14 SCALE 1 "=30' DRAWN BY:GLM GRAPHIC SCALE 30 0 15 30 ( INFMT) 1 Inch = SO i1. STREET ADDRESS 13320 NW BAYWOOD PLACE SCANNED. BY LEGAL DESCRIPTIA' Lude County Being all of Lot 35, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 of the Public Records of St. Lucie County, Florida. Contains 0.47 acres more or less. THOMAS P. KIERNAN E Professional Surveyor & Mapper Florida Certificate No. 6199 CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25di STREET FORT PIERCE, Ff-ORMA 34981 PHONE 772-464-3537 FAX 772-464-9497 w .co-engcom v w ' • w ESTABLISH VEGETATIVE COVER PRESSURE PIPE 2" 0 SCH 40 PVC W/11Y' HOLES AT 4' O.C. (TYP.) NATIVE BACKFILL \ I INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER TYPICAL BED DETAIL SECTION VIEW A ~ LOCATION MAP NOT TO SCALE 4E` mim a mesw n mm1 uxo: w usr %g� 13 Te n _ TYPICAL ND Q SET 5/8' IR/CAP L3 3591 D.E - DRAINAGE EASEMENT CONE - CONCRETE IF. - RCN PIPE CV. - GATE VALVE LAE - UMITED ACCESS EASEMENT WV. - COVERED P.P. - poW POLE LM.E - U MAINTENANCE EASEMENT ELEV. - ELEVATION BLDG. BUILDING LM.AE -TAKE MAINTENANCE ACCESS EASEMENT MINT. - EASEMENT N.R. - NOT RADIAL p0.p0 DENOTES PROPOSED FIEVATION Um - UTILITY EASEMENT R W.N. - WATER METER NO I.O.- NO IDENTTRC TTON Y.D. - YARD DRA pIREGTON OF FLOW O,W DENOTES EMSTNG ELEVATION _ FINISHED 6. - CATCH BASH P.I. -POINT OF INTERSECTION PROP. PROPOSED ► MV. - GATE VALVE P.C. - PINT OF CURVATURE P.C.0 - POINT OF COMPOUND CURVATURE TYP.YPI TCAL R. - RADIUS t F.H. - FIRE HYDRANT P.R.C. - PONT OF REVERSE CURVE RF, - RADIUS POINT ®- STORM MANHOLE P.T. - POINT OF TRANUTON L.P. - LIGHT POLE SANITARY MANHLXE O.E. - OVERHANG EASEMENT B.E. - BUFFER EASEMENT CO. - OLUNOUT M.H. - MANHOLE y - CENTERLINE O.R.B. - RECORDS BOOK OFFICIAL SON. - SANTARY "d WATER SERVICE PC - PAGE ALUM. - ALUMINUM L - ARC LENGTT P.CP.-PERMANENT CONTROL PONT p - DICTA (0ENiRAL ANGLE) ■ P.R.M.-PERMANENT REFREJCE MONUMENT SEPTIC SIZING PER TABLE I, ESTIMATED SEWAGE FLOWS: RESIDENTIAL' 4 BEDROOMS WITH 2251-3300 SQ.FT. OF BUILDING AREA = 400 GALLONS PER DAY (GPD) FOR EACH ADDITIONAL 750 SF OR FRACTION THEREOF, INCREASE BY 60 GPD BUILDING SF = 3,655 THEREFORE FLOW = 460 GPD FROM TABLE II, SEPTIC TANK AND PUMP TANK CAPACITY: AVERAGE SEWAGE FLOW — 460 GPD SEPTIC TANK MINIMUM EFFECTIVE CAPACITY — 1,200 GALLONS FROM TABLE III, DRAINFIELD SIZING (ASSUME TRENCH SYSTEM) FINE SAND, SLIGHTLY UNITED — MAXIMUM SEWAGE RATE — 0.80 GAL/SF/DAY EXISTING GRADE 12" PRO POSED TOP 0 SEPTIC FIELD 12.31 a� 460 GPD / .80 GAL/SF/DAY = 575 SF OF TRENCH AREA REQUIRED THEREFORE, UNOBSTRUCTED AREA REQUIRED = 575 X 1.5 = 863 SCANNED BY a a St. Lucie Coun ° a St Lucie County Health Department a Z In Swironmentat Health Va4sion o m o Site Plan Approved for Construction F Supersedes AU Previous Site Plans for tG OSTDS ss1:s� IG s�sn L WOR # PIP PA J T1�"- D g r ate' 11 5 PROPOSED BOTTOM 1 LD TIC FlE ." OF SEP Reviewer. 11.31 NOTES; 7. ALL ELEVATION SHOWN ARE IN WSWT 9 31 NAVD 88 DATUM. 2. FEMA FLOOD —ZONE X. 1