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HomeMy WebLinkAboutDicarlo- Form board ., ii. ,r iT � Iftr. _I ylr a t 'F sr ttF+ �'('trls 2 �Tt+4 �( � + tins rs w us. tlg�j REVISIONS BY AG ACRE NOT PLATTED {,:. + I ( I tt SITE—PLAN A/C LU AIR CONDITIONER LIMITS OF PLAT N89 .52' 18"E 105400' L leg gy 1 # I �p f - lit ttr s �v na tli {{� . y�ry+�'y 11 27 2020 S.J.B. la T �'9Y . 1 Y+en f s C"' >v t4 IIs . . 3 ' rl`Ja �[ t1 d h 1 d n I �� ALUM ALUMINUM _ — — — — ( f§i I + 9J III + I + 4s I t B ' I ANC ANCHOR ,.J 1' APPROX APPROXIMATE CORNER CORNER r �x" 11: AVE AVENUE 15,00' NOT NOT - t 4 1, • >J 1 5 ! i )k C t �cc TA . Lit �I jf 1 I dl 41it1 FORMBOARD TIE IN _ t c r 1, r 1 'T � -I {„Jd""P" lgN } :t3 4� n a S,J.B. LANDSCAPE FOUND 4�;�' 1r IfF f`` it a W } d tl5i}sta v aa ._ �, 1 i " #f 13r f f t ELK BLOCK BEARING FOUND 1 }I. tJ Ny �A4 I L Il� p*�.ir Tp t (rj C I�t 1 + 1j+ t + �ti � _.i. w r. s Bt 12�10�2020 BUFFER a J I t BL BOULEVARDEASEMENT It 1 r 1 . uSa 1 "r DG BUILDING EM t BENCHMARK t , I sk t 1 hEtb ?�.ftll tl a x 1 i r i'tLi � t � T ' 1 fit l T CAN CABLE TELEVISION BOX N a 4: + �,IF r � Y t t It 7 1 -w fl a 4ri C CALCULATED W,00' rn m iltisf h + �U6 it�T ill, �CA 9 (t 4 Pt i ^ r j '; C CB CATCH BASIN �' DRAINAGE n t fi) E + i4 i +yi } t Y t 2 1Y1. 1 l CB CENTRAL ANGLE EASEMENT CLF CHAINLINK FENCE t1 � ?+,� i t Itswlrc � t � . I 1 *i'B`"t ) f CI 1� � r 4 rig" LlFto-s a ° (( 1r1t + y1 $ � � yrl a 1 II CHD CHORD CONC CONCRETE - i +i" f tIJ(tiA II Id6'Csi . i 1f{;t I 5 J { it . I i t1j1 w 't1 r Brt�jl t . F��tJ . CBS CONC, BLOCK STRUCTURE CM CONCRETE MONUMENT - M, f _ _ a• Ir I ++ lr � ? 7 > + �, y +i r / alp 1, V t ar ! t �� M1 'L a tt' i r� {..I i r 5 9 + �I ii � + x t) f ++al '. 1 r t t 7+, (`�iVs i rY � r 17 �� IN 1 Mongoloid CNR COULD NOT READ 20.00' ON %n r + sjl Jfi117r ,tta \� 1!'l lil fA td1 II ij Ft + r%tr y CPP CONCRETE POWER POLE FORMBOARDS G.y r I,y+ u ety7 r v 4triIL 1+ 1 I Id �i y,J 1. It st� n.� yt ` A"t tK r 1 jr ('I'' GOV COVERED CDR CORNER $ TOP BOARD g ) P { j1� y� '1 } ( it Ilti {'ti 'ylh ill in FIB+t '�j �, t s r � fEllS t ' 2 �I IIiI t - tf at �,� ,r r � ! { I'�.� SIMMONS CMP CORRUGATED METAL PIPE d ELEV = 9.88' ui , 11 I t tl L� r 4 t Btl L q iJl r U s" r L+ t�rJ +I CVG CONCRETE VALLEY GUTTER � •- � � �;•i ` Jr1 116 rl�dl �(+ r t7r ! I1+ 1tii t + yit rt+iCL+ I � + } ' + t �Illlti rsi ? j I ! I 9 , I�7� 1 + IIJA+`Nt 1p+ ' D DEED '13.80 �. 20.00' 15410' bilf,bibi D/F GRAINFIELD Iril '».i !f {I 11 ai 1is � ft ,`pYt11 1 t t tlf ;3 }ir4 } ,r' [ y + r+ s .+ t+1tl • Ire OE DRAINAGE EASEMENT �"7 ��' ^^ ^�- DRAINAGE FLOW ,06 99 i p0 0 l 1 i i l r + '•ylh S 7 1 1 ESMT EASEMENT 8 EOC EDGE OF CONCRETE EDP EDGE OF PAVEMENT PROPANE LID Ttrlf l� pa a t JNsyC4 rl y(+f d it (,I il- 7 Ii . M + i t 'I i +I 4 � 1� I . I rl ,y Litt x 1 EOW EDGE OF WATER 11 EM ELECTRIC METER rr� ia (rl I t 1 ? I,II t t1 ,7J 41 t r6 t y ( iL � , k t , (I ,,,b tt S a - i^�^=<-.a,7_ rL= .fr J f t ELEV ELEVATIES IONSERMCE Q © s'tSllJgll + u �yJ. k 1' TIr +r �� Ip,' �5t"yt11U ++tl Ir�CaBY 'T t Cr ' i ins L 11 t t bi 1 � ENCL ENCLOSURE (a '•+' idt ( + N ri41 (i I t1 e� Ir rta �k +{ +FV��. i C 1` ll �ll + it f l` +,-w+ �t it,t Lam`, X 17,00 EXISTING ELEVATION O POOL `tTI °tt 5 iaLC d t'f1 il'tl 1 Z '! t II' Ir rF�� +) + tr J r1 (l 1 ' J ' FT FEET N N J" 1t s nfi yt�i I,A y1 f.t� ''ityTi � 'ti `t 'u II' 1til1r, 'Ba 1i 1 OJ F FIELD MEASUREMENT +� n ,�,�+lGyQP. -+�i �, t .yy s , 1,r.. t I .„µ,I I{ ;, I p I �'i t1 I �I %Ft1i ��, f� �N O bbb FNC FENCE 7."o'= nr#r �, ..l .s,..cljl'�- .---aw.Kx 1,1`.w . li �.t- r4.. •s:' +idk il,'Rti:' + 16+ . r„ t +� .0 t niL..c I x.x.? + nafx. ." Q0 Do FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT BRICK-PAVER P i CV FND FOUND POOL DECK LOCATION MAP w Z` GOVi GOVERNMENT /Y•r v HSE HOUSE I & E INGRESS & EGRESS EASEMENT LOT 7 18,51, 18,39' E W INV INVERT L4 IB IRON BAR @ 14,40' 17,50' 36,20' IF IRON PIPE A' IB & C IRON BAR & CAP A 0� wit,O1 COVERED h O IP & C IRON PIPE & CAP E BRIgK" PgVER ow °a• LOT 9 V) E+ x L ARC LENGTH PATIO O a LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMBER 17.50• LEGAL DESCRIPTION I-1- LP LIGHT POLE Zj C/1 O M & W MAG NAIL & WASHER H Z U MAG MAG NAIL Co O H ME MAINTENANCE EASEMENT MrMETAL FENCE i t N LOT 8 RIVERBEND ACCORDING TO THE PLAT M WL MEAN HIGH WATER LINE LOT 8 THEREOF, AS RECORDED IN PLAT BOOK 67 , " NAIL N & TT NAIL & TIN TAB N & W NAIL & WASHER oNE sTORY DWELUNc PAGES 36 THROUGH 39 , PUBLIC RECORDS OF Q w NGVD NATIONAL GEODETIC VERTICAL DATUM NO ID NO IDENTIFICATION -y 7� FFE = 10.40' NAVD n ST. LUCIE COUNTY, FLORIDA . 11 Cl) NTS NOT TO SCALE n a NAD NORTH AMERICAN DATUM O ORB OFFICIAL RECORD BOOK '- pp W W00 O/S OFFSET M M L_I fV y_ L) ON OVERHANG •O OHW OVERHEAD WIRE O O n O PG PAGE O 20.43' O PK PARKER-KALON NAIL Z QI PK & TT PARKER-KALON NAIL & TIN TAB COVERED Z PK & W PARKER-KALON NAIL & WASHER ENTRANCE/ PVMT PAVEMENT u' FIRM PERMANENT REFERENCE MONUMENT P PLAT M C\ PB PLATBOOK a '� / 4.15' 22.80' 10.46' �PCC POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE / W 1- CD PI POINT OF INTERSECTION z d+ POB POINT OF BEGINNING \ 18,48' 11 24' N° ,16• � \ > 19= 1 O') POC POINT OF COMMENCEMENT d 13.60' 18,4V \ N POE POINT OF ENCROACHMENT boo co PRO POINT OF REVERSE CURVATURE ` L_L._ PT POINT OF TANGENCY \ a PP POWER POLE / �V PUE PRIVATE UTILITY EASEMENT O PLS PROFESSIONAL LAND SURVEYOR It PROPERTY LINE O PROP PROPOSED LLI �(� o 17.00 PROPOSED ELEVATION 14 PRO PRORATED a CIO m H R RADIUS m m V ' ^ A RAD RADIAL , m O RRS RAILROAD SPIKE \ \Oe�¢ h n " On RNG RANGE RLS REGISTERED LAND SURVEYOR o !y64, RCP REINFORCED CONCRETE PIPE 'r9� ry H R/W RIGHT OF WAY , ,c� CORNER FND Bibb IB & C W SECT SECTIONSS SEWER hly Si • & NOT W LB 3591 SET 1,13, SET 5/k G FOUND �N 0,24' E 0.13' GRAPHIC SCALE W !!yo.. H SET PK SET P TA IL & WASHER IRON BAR & A#404948 / \ o� J9i �8 �, FNO j59p 00 Q 24. 49 ' 1 5 " - 20 0 10 20 F O S/w SIDEWALK P Sio,�1' w 6p . 0p' 31 t I SOT SOUTHERN BELL TELEPHONE BOX p 69 • W S/F SQUARE FEET / \ \ R L Q s/D SUBDIVISION '� R = 330. 00' -' T TANGENT S51 .19 ' 44"E ( IN FEET ) U H TCE TEMPORARY CONSTRUCTION EASEMENT / 1 r9i 0 = O.24' 23" TOO TOP OF BANK 12. 87' / \ L = 2. 34' 1 inch = 20 ft. �J TOE TOE OF SLOPE / TWP TOWNSHIP pp TRANS TYPICAL TRANSFORMER eb,• / R = 25. 00' �$, ' (n UDE UTILITY & DRAINAGE EASEMENT 0 = 59 .49'16" UE UTILITY EASEMENT -�-- --,-._ Date of field survey: U/G UNDERGROUND / L = 26 . 10' \ ( 60' R/W ) +�' 10�,2020 WO WOOD FENCE WM WATER METER WV WATER VALVE NW RADCLIFFE WAY 121091202o WPP WOOD POWER POLE NOTES: 0 DIAMETER / SITE BENCHMARK � 1 . Survey of description as furnished by Client. DRAWN ELEV = 7.30' 2. Lands shown hereon were not abstracted for easements and/or S . J . B . v —__—� NOT A BOUNDARY SURVEY. rights— of— way of record. I CHECKED 3. All bearings are referenced to the North Line of subject property, S . J . B . NOT VALID WITHOUT THE SIGNATURE AND THE platted as North 89 .52 '18 " East, with all others being relative thereto. DATE 1� ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 4. Elevations shown hereon are relative to North American Vertical 10 21 /2020 1 . PROPERTY ADDRESS: �� Datum of 1988, and are based on benchmark N/A . SCALE SURVEYOR AND MAPPER. 5, There are no above ground encroachments, unless otherwise shown . — 3026 NW RADCLIFFE WAY 6. The National Flood Insurance Program designation as indicated on 1 = 20 ' STEPHEN J . BROWN , INC the F. E. M. A. Map No. 12111CO406K , dated 02,119/2020 , JOB NO, 2. CERTIFIED TO.* " " 'k es the parcel in Zone X , base flood elevation N /A feet; 7522 - 01 - 01 4fa F v subject to any scaling and interpolation factors associated with mapping of this SHEET - DICARLObib. � �Fi' accuracy. This data is an interpretation by the surveyor and is provided ONE `"` as a courtesy. The flood zone(s) should be verified by a determination agency. — 7. Underground foundations & utilities not located unless shown . tiff Will 8. The expected use of the survey and map is for _ Residential Purposes . ` ' 9, All measurements are in accordance with the United States standard, in feet. STEPHEN J. BROWN , PROFESSION L 50RV , ER 10. Additions or deletions to survey maps or reports by other than the signing REGISTRATION NO. 4049, STATrE. , - 1 LOR4 , A;` \ party or parties is prohibited without written consent of the signing party or parties, of ONE SHEETS if ,,•.i