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HomeMy WebLinkAboutBOUNDARY SURVEYu V 4 MP _erNck��1,&)i-a_-� S-� EOW TRACT PA-1 to SC14NIV�0 PRIVATE NATURE PRESERVATION AREA BY St Lucie County ^I FND 5/8.0 IB & C FND 4 X 4 CM — — W/ M.R.A. F-048 S38.26I16"E 71.66' NO 1D S33'46'07"E 82.50 11 ur-I( III q a 1t, pggL LOT C Vim, % P.C.P. V1552 m CAN TELE MH WI M.R.A. F-048 n N F=�asr W 1R O� (V N LO Z II I LL- _ 4 1 V 11 ll _=maxims I \� /}I 11 ( I 1 LL I \\ / I L I F'� J FND 5/8.0 IS & C W/ PSM 4049 �1l< l l r 21.46'- ?7 122.39' -- p fELIDPvl .ROPO DAB N tD �I i PROPOSED 1 D�wreG I � L0 Do =7- d.87•I r-- 1 24.04' Fjl �- LS 4. 7' 3..15'�- n -I rr-N-- tg,�• 1 I I ' ><} 1 I I =-, l 51_1 ,,---_J 1 I:z UNIT 17 �, -1. J.S1 I a I 1 LOTD1 �JI 3 1 •JI 1 1 t PAVERS r� DRIVEWAY tS km� 1 � _ & WAurs r• n Ld87, 1 Li I LO r _ / I� - � I - \\ \1 I W/ W, PSM 4049 N44.0110"HW 155.12' CONCRLIE Cll� I 8 �, LANDSCAPED ISLAND, FND 14 & W N MARINER CoijRT W/ P.C.P. 1552 } SSMH. —�-c' 60' R/W ) ASPHhL� LOCATION MAP _ RECEIVED APR 16 2018 ST, Lucie County, Permitting 1' oq - 0352 LEGAL DESCRIPTIOf l LOT D, HARBOUR RIDGE PLAT NO. 4, ACCORDING TO THE PLAT THEREOF ON FILE IN THE" OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA, RECORDED IN PLAT 801.)K 24, PAGES 19, 19A THROUGH 19D. GRAPHIC SCALE (IN FEET) 1 inch = 30 fl. 0 109.95' (C)(F) . -- --- �� N44'01'1b•W '� u - -- _ Date of field survey: 0611512017 AC A/C ACRE AIR CONDITIONER CHO CONC CHORD CONCRETE EDP EOW EDGE OF PAVEMENT EDGE OF WATER I & E INV INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P INVERT PLAT PRO PRORATED T TANGENT ALUM ANC ALUMINUM ANCHOR CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER IB N & W NAIL & WASHER PB IRON BAR NAVD NORTH AMERICAN VERTICAL DATUMN PCC PLATBOOK POINT OF COMPOUND CURVATURE R RADIUS TGE TEMPORARY CONSTRUCTION EASEMENT RAD RADIAL TOO TOP OF BANK APPROX APPROXIMATE CM CNR CONCRETE MONUMENT COULD NOT READ ES ELEV ELECTRIC SERVICE ELEVATION IP IS & C IRON PIPE NGVD NATIONAL GEODETIC VERTICAL DATUM PC IRON BAR & CAP NO ID NO IDENTIFICATION PI P014T OF CURVATURE POINT OF INTERSECTION RRS RAILROAD SPIKE TOE TOE OF SLOPE TWP AVE BST AVENUE CPP BELLSOUTH TELEPHONE BOX CDR CONCRETE POWER POLE CORNER NCL � 17.00 ENCLOSURE EXISTING ELEVATION IP & C L IRON PIPE & CAP NTS NOT TO SCALE POB ARC LENGTH POINT OF BEGINNING RNG RANGE TOWNSHIP GRAPHIC SCALE RLS REGISTERED LAND SURVEYOR TRANS TRANSFORMER BLK BLVD BLOCK BOULEVARD GOV CMP COVERED CORRUGATED METAL PIPE FT FEET FIELD MEASUREMENT LE NAD NORTH AMERICAN DATUM POC LANDSCAPE EASEMENT ORB OFFICIAL RECORD BOOK POE POINT OF COMMENCEMENT POINT OF ENCROACHMENT RCP REINFORCED CONCRETE PIPE TYP TYPICAL R/W RIGHT OF WAY UDE UTIUTY & DRAINAGE EASEMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE LB LP LICENSED BUSINESS NUMBER O/5 OFFSET PRC LIGHT'POLE OHW OVERHEAD WIRE PT POINT OF REVERSE CURVATURE POINT OF TANGENCY SS SANITARY SEWER UE UTILITY EASEMENT 20 0 10 20 SECT U/G UNDERGROUND BM CAN BENCHMARK CABLE TELEVISION BOX D D/F DEED GRAINFIELD FFE FH FINISHED FLOOR ELEVATION FIRE HYDRANT M & W MAG MAG 14AIL & WASHER PG PAGE PP MAG NAIL PK PARKER-KALON NAIL PUE POWER POLE SECTION SET I.B. SET 5/8 IRON BAR & CAP 04049 VF VINYL FENCE C CB CALCULATED CATCH BASIN DE ^ DRAINAGE EASEMENT FPL FLORIDA POWER I& LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER-KALON 14AIL & TIN TAD PLS PRIVATE UTILITY EASEMENT PROFF'.SSIONAL LAND SURVEYOR SET MAG SET MAG NAIL & WASHER #4049 WF WOOD FENCE S/T SEPTIC TANK WM WATER METER A CENTRAL ANCLE .- ESMT DRAINAGE FLOW EASEMENT FND GOVT FOUND GOVERNMENT MH MHWL MANHOLE PK & W PARKER-KALON NAIL & WASHER [ MEAN HIGH WATER LINE PVMT PAVEMENT PROP PR- RTY LINE PR• S/W SIDEWALK WV WATER VALVE ( IN FEET ) CLF C AINUNK FENCE EOC EDGE OF CONCRETE HSE HOUSE MF METAL FENCE PRM PERMANENT REFERENCE MONUMENT • 17.00 ISED PR • OSED ELEVATION S/F SQUARE FEET WPP WOOD POWER POLE S/D SUBDIVISION 0 DIAMETER 1 inch = 20 it. 1. PROPERTY ADDRESS: 12774 NW MARINER COURT NOT VALID WITHOUT THE SIGNATURE AND THE NOTES: 1. Survey of description as furnished by Client. ORIGINAL RAISED SEAL OF A FLOFDA LICENSED 2• Lands shown hereon were not abstracted for easements and/or 2. CERTIFIED TO: SURVEYOR AND MAPPER. rights —of —way of record. 3. All bearings are referenced to the centerline of NW Mariner Court, -RUB!N CUSTOM HOMES, LLC platted as N44'01'10"W, all others being relative thereto. - STEPIiEN J. BROWN, INC 4. Elevations shown hereon are relative to North American Vertical r Datum of 1988, and are based on benchmark 5. There ore no above ground encroachments, unless otherwise shown. 6. The Notional Flood Insurance Program designation as indicated on the F.E.M•A. Map No. 12111CO406J , dated 02Z16 2012 locates the parcel in Zone base flood elevation NIA feet; subject j subject to any scaling and interpolation factors associated with mopping of this accuracy. This data is an inter retotion by the surveyor and is provided The flood as a couftesy. zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. 8. The expected use of the survey and map is for residential. STEPHEN J. BROWN BOFESNAL SURI;FOR AND MAPPER 9. All measurements are in accordance with the United States standard, in feet. REGISTRATION NO. 149, STATE OF FLORIDA 10. 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. REVISIONS BY P14/p= S.J.B. FORM BOARDS TIE-IN 04/13/2018 R.F.C. UDo 14 Do W W m aT r- O x E r- z z 0O a x E-1 U1 Z� 1 D V) O U Pq v z Q W 0 •-� Z W a a �zz� OW p4 a Q W w U d71 M w 'as z0 O w / E+ F o x ,7 Fn --� O V) w m DRAWN R.F.C. CHECKED S.J.B. DATE 06 15 2017 SCALE 1" = 30' JOB NO. 1033-30-15 SHEET ONE OF ONE SHEETS r - r �• • r TRACT PA-1 IN o PRIVATE NATURE PRESERVATION AREA n� FND 5/8.0 IB & C FND 4 X 4 CM — — W/ M.R.A. F-oaa S38'26'16"E 71.66NO ID S33.46907"E I 82.50' -_- —_ — .. i _ — It FND 5/8.0 IB & C W/ PSM 4049 11f 9 ; I s II 1 Ikl' POOL It I iL It Itt it I 14`5 :r-.v `m168�� 4.5'm' �i \\ �� I 1 - � I I 24.06' 1 m ®[ fAel' \y " I 121.48' if asi ' F) iaer`— FDRY BOAF= 1 zz.ae.._. N DDKELUNo0 RI '' 00 it in N -----` 9 l 24.04' 21.84' in mlf'.I`_= I 1 I L , -_�--_ LOT C fro L5. I s'.'R"r—...J I as�f Fit 3s 1 I J 14 1 1 LOT D ! LJJ 1 W 1 1 PA DRI EW Y 1 as 3' k=4 1 e �_ "I WALKS 1. 1 T'7 1 N � .— 3 Ls7• I U I Lo 1•Li ''a`"' Jj '' "' j 1 N 1Ni) Z tl 1. I m - CAN IELE MO ---- FND 5/8.0 1B & C I W/ M.R.A. F-048 of `` I per,%P.C.P.V1552 '. % 109.95' (C)(F) UNIT 17 I _ & C W/ PSM 4049 IS ` 155.12' "W S PAD N44'01 10 ,I II g CONCRETE CUR-B i CO` TRm. �. IANDSCAPEO ISLAND FND N g W552 _— INER v 1 a� 57.09' �P) W/ P.C.P. NW MAR , _-- - - H ( 60' R1W ASPHALT LOCATION MAP LEGAL DESCRIPTION LOT D, HARBOUR RIDGE PLAT NO. 4, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA, RECORDED IN PLAT BOOK 2.4, PAGES 19, 19A THROUGH 19D. GRAPHIC SCALE JD D 15 ( IN FEET ) 1 inch = 30 ft. I Date of field survey. 0611512017 AC A/C ACRE AIR CONDITIONER CHD CHORD EDP EDGE OF PAVEMENT I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED T TANGENT ME CONSTRUCTION EASEMENT ALUM ALUMINUM CONC CBS CONCRETE CONIC. BLOCK STRUCTURE EOW EM EDGE OF WATER ELECTRIC METER INV IB INVERT N & W NAIL & WASHER PB IRON BAR NAVD NORTH AMERICAN VERTICAL DATUMN PCC PLATBOOK POINT OF COMPOUND CURVATURE R RAO RADIUS TEMPORARY RADIAL TOB TOP OF BANK ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE IP IRON PIPE NGVD NATIONAL GEODETIC VERTICAL DATUM PC POINT- OF CURVATURE RRS RAILROAD SPIKE TOE TOE OF SLOPE APPROX AVE APPROXIMATE AVENUE CNR COULD NOT READ ELEV ELEVATION 18 & C IRON BAR & CAP NO ID NO IDENTIFICATION PI POINT OF INTERSECTION RNG RANGE TWP TO`ANSHIP GRAPHIC SCALE TRANS TRANSFORMER OFF, CONCRETE POWER POLE BICL ENCLOSURE IP & C IRON PIPE & CAP NTS NOT TO SCALE POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR 8ST BETLSOUTH TELEPHONE BOX COR CORNER 1( 17.00 EXISTING ELEVATION L ARC LENGTH NAD NORTH AMERICAN DATUM POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TYP TYPICAL BLK BLOCK COV COVERED FT FEET LE LANDSCAPE EASEMENT ORB OFFICIAL RECORD BOOK POE POINT OF ENC�' '.CHMENT R/W RIGHT OF WAY UDE UTILITY & DRAINAGE EASEMENT 40 0 10 20 BLVD BOULEVARD CMP CORRUGATED METAL PIPE FIELD MEASUREMENT LB LICENSED BUSINESS NUMBER O/S OFFSET PRC POINT OF RE ;E CURVATURE SS SANITARY SEWER UE UTILITY EASEMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE LP LIGHT POLE OHW OVERHEAD 1WRE PT POINT OF TAN _NCY SECT SECTION U/G UNDERGROUND am BENCHMARK 0 DEED FFE FINISHED FLOOR ELEVATION M & W MAG NAIL & WASHER PG PACE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP J4049 VF VINYL FENCE CAN CABLE TELEVISION BOX D/F DRAINFIELD FH FIRE HYDRANT MAG NAG NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILn - EASEMENT SET MAG SET MAG NAIL & WASHER 14049 WF WOOD FENCE C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL. 'NO SURVEYOR S/T SEPTIC TANK WM WATER METER CB CATCH BASIN DRAINAGE FLOW FND FOUND MH MANHOLE PK & W PARKER-KALON NAIL & WASHER !. PROPERTY LINE S/W SIDEWALK WV WATER VALVE ( IN FEET ) A CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED S/F SQUARE FEET WPP WOOD POWER POLE CLF CHAINUNK FENCE EOC EDGE OF CONCRETE HSE HOUSE MF METAL FENCE PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/D SUBDIVISION ♦ DIAMETER I inch = 20 ft NOTES. 1. PROPERTY ADDRESS. 12774 NW MARINER COURT NOT VALID WITHOUT THE SIGNATURE ANn THE 1. description as furnished by Client. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 2• Lands shown hereon were not abstracted for easements and/or 2. CERTIFIED TO: SURVEYOR AND MAPPER. rights of record. 3. All bearings are referenced to the centerline of NW Mariner Court, bear -BURIN CUSTOM HOMES, LLC platted as N4401'10"W, all others being relative thereto. STEPHEN J. BROWN INC 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on benchmark 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the FEM.A. Map No. 12111CO406J , dated 02,116/2012 . locates the parcel in Zone base flood elevation N/A feet; subject subject to any scoling and interpolation factors associated with mapping of this accuracy. This data is on interpretation by the surveyor and is provided as a courtesy. The flood zone(Is) should be verified by a determination agency. = - = 7. Underground foundations & utilities not located unless shown. 8. The expected use of the survey and map is for residential. STEPHEN J. BROWN, P -SST AL SURVEYOR AND MAPPER 9. All measurements are in accordance with the United States standard, in feet. REGISTRATION N0; a �^, STA1E OF FLORIDA 10. 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. Q I Do Do W w [\T `M LET t` O x E z O W � z a U) zv]� 1� p q U U Z O a, W zp O A � A W � w Zrn • rn C F-1 W a 0 q wE- F+-I � • fn � aW E- �d E4 E- LO m DRAWN R. F. C. CHECKED S.J.B. DATE 06 15 2017 SCALE 11, = 30' JOB N0. 1033-30-15 SHEET ONE OF ONE SHEETS N TRACT PA-1 to PRIVATE NATURE PRESERVATION AREA OiI n A/,�IIY v I END 5/8"0 IB & C . r END 4 X 4 CM W/ M.R.A. F-048 S,38.26r 16rrE 71.66 NO ID S33•4.6r07� I , FND 5/8"0 IB & C k + E 82.50W/ PSM 4049 L 1 III II 4i?oS� lr-- P I if 1116',, POOL If 1 LLIf B--- 1 L IL_a_»_ ii-T I `� -1 1 T�771�-I iI 14.J3'� I X1 ml ♦ ll�\1 l I MIN. S TBACK REQ. FRONT jC m� Hoer \" eb+mi.� I 1 22.as' SIDES - zer CV CNR SIDES --" I C (� 1 1zeT '� , I (p I' 71 I REAR Z®fa r.: If D� O%O �I 1 00 00 TECH. N 22 39' 1 s,, Ft l _ _ E U a�.a71 1_ '4'' 1 1 933' nl I 1 n l rl� - TS.JJ• � ^I I I L °9+ UNIT 17 LOT C 'Ba L35, as'll �11 J JI ... L'r10�a7J "11 11 Iq@J 1 LI I � j 11 , if LOT DPAVERS I;JiI 3 { 1 1 0)1 DRIVEWAY 1 JJ• LoJ I '- A� -_ & WALKS I. 1 I N 1 1, I if 1 Ln LJ N I L _ L� _1� a_7_ F_j 1 �I L0 % 3ry 1 • r9B i j A I I a o \ &c c \ FND 5/8 0 IB rn \ Be 1 aZ I W/ PSMSM 4049 CATV� BAN LPAD I 155.12r x _ TELE MH ° e N44'Olr1 „ FND 5/8"0 IB & C I �WV W/ M.R.A. F-048 o I+�s �------------- FNDN &W W/ P.C.P. 1552 00 109.95 (C)(F) N44'01'10"W AC ACRE A/C AIR CONDITIONER ALUM ALUMINUM ANC ANCHOR APPROX APPROXIMATE AVE AVENUE BRG BEARING BILK BLOCK BLVD BOULEVARD BLDG BUILDING 'b BM BENCHMARK CAN CABLE TELEVISION BOX C CALCULATED CB CATCH BASIN A CENTRAL ANGLE CUP CHAINUNK FENCE CHD CHORD CONC CONCRETE CBS CONC, BLOCK STRUCTURE CM CONCRETE MONUMENT CNR COULD NOT READ CPP CONCRETE POWER POLE CDR CORNER GOV COVERED CMP CORRUGATED METAL PIPE CVG CONCRETE VALLEY GUTTER 0 DEED D/F GRAINFIELD DE DRAINAGE EASEMENT ^'`_ DRAINAGE FLOW ESMT EASEMENT EOC EDGE OF CONCRETE e \ LANDSCAPED ISLAND INF,R COURT 5'—'� W/PCP.Y1552 NWMAR SSMH ( 60' R/W) ASPHALT M & W PSM40 "TRAV. PT." ELEV. m 8.0.' EDP EDGE OF PAVEMENT EOW EDGE OF WATER EM ELECTRIC METER ES ELECTRIC SERVICE ELEV ELEVATION ENCL ENCLOSURE X 17.00 EXISTING ELEVATION FT FEET F FIELD MEASUREMENT FNC FENCE FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT FND FOUND GOVT GOVERNMENT HSE HOUSE 1. PROPERTY ADDRESS: 12774 NW MARINER COURT 2. CERTIFIED TO: -RUBIN CUSTOM 1-TOMES, LLC 4 {9 r � n f O i 1Y; 6 ,>�' r 1 ,r• �5 �4 i t ,k r 4� S •n: ,' �' Q y 4 i LOCATION MAP LEGAL DESCRIPTION LOT D, HARBOUR RIDGE PLAT 140. 4, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA, RECORDED IN PLAT BOOK 24, PAGES 19, 19A THROUGH 19D. GRAPHIC SCALE 15 30 BO ( IN FEET ) 1 inch = 30 ft. I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D SUBDIVISION INV INVERT N & W NAIL & WASHER PB PLATBOOK R RADIUS T TANGENT IB IRON BAR NOVO NATIONAL GEODETIC VERTICAL DATUM POD POINT OF COMPOUND CURVATURE RAD RADIAL ICE TEMPORARY CONSTRUCTION EASEMENT IP IRON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK IB & C IRON BAR & CAP NIS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE IP & C IRON PIPE & CAP NAD NORTH AMERICAN DATUM POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER IF LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL LB LICENSED BUSINESS NUMBER ON OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT LP LIGHT POLE OHW OVERHEAD %RE PT POINT OF TANGENCY SECT SECTION LIE UTILITY EASEMENT M & W MAG NAIL & WASHER PG PAGE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4049 U/G UNDERGROUND MAG MAG NAIL PK PARKER-KALON NAIL POE PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER #4049 WF WOOD FENCE ME MAINTENANCE EASEMENT PK & IT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER MH MANHOLE PK & W PARKER-KALON NAIL & WASHER IE PROPERIY LINE S/W SIDEWALK WV WATER VALVE MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE NL `JAIL PRM PERMANENT REFERENCE MONUMENT • 17,00 PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER NOT VALID WITHOUT THE SIGNA LURE AND THE N07ES: Date of field survey. 06115 2017 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1. Survey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the centerline of NW Mariner Court, STEPHEN J. BROWN, INC —platted as N44'01'10"W, all others being relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum -- of 1986, and are based on bench mark "C-23 1986" (Martin County) /.I 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111CO406J , dated Q211612012 located the parcel in Zone X , base flood elevation N/A feet; subject to any Scaling and interpolation factors associated with mapping of this STEPHEN J. BROWN, PROFESSIONALS ANO, MAPPER accuracy. This data is an inter retation by the surveyor and is provided REGISTRATION NO. 4049, STATE OF `iLORIDA as a courtesy. The flood zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. REVISIONS BY SITE PLAN 12/14/2017 S.J.B. 1aT 00 t• In Ul L\2 w 0 MW W E. v z z z 0 x a Z" N z Q e O N W H z p a ZO w a :a 4. W � U � rn a � w O Z a w w a � o w 1I I� rz, W E/I z E� w MO W W co DRAWN S. J. B. CHECKED S.J.B. DATE 06 15 2017 SCALE 1 " = 30' JOB NO. 1033-30-12 SHEET ONE °py OF ONE SHEETS • w _ • • • r • •