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HomeMy WebLinkAboutHealth Surveym LOCATION MAP M _I CD 0 C� Y `y 4 PROJECT SITE LEGEND: _: nn, SURVEYOR'S NOTES: P.O.B.- POINT OF BEGINNING C/0 - CLEAN -OUT 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL P.O.C.- POINT OF COMMENCEMENT ELEC - ELECTRIC PARTS THEREOF. P.R.M.- PERMANENT REFERENCE (b - ELEVATION 2. THE SOUTHERLY LINE OF GOVERNMENT LOT 3 BEARS N 89036'03"W P.C.P.MONUMENT - PERMANENT CONTROL © CABLE PEDESTAL AND ALL OTHER BEARINGS ARE RELATIVE THERETO. POINT • IRON ROD AS NOTED A 3. ADDITIONS OR DELETIONS TO THIS MAP OR REPORT BY OTHER P . C . - POINT OF CURVATURE P.T. - POINT OF TANGENCY SANITARY CLEAN -OUT THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. P.I. - POINT OF INTERSECTION ED TELEPHONE PEDESTAL R/W - RIGHT OF WAY OE ELECTRIC BOX 4. NO EXCAVATION WAS DONE BY THE SURVEYOR TO DETERMINE THE - CENTERLINE LOCATION OF THE UNDERGROUND FOUNDATION OF THE BUILDING OR ELEV - ELEVATION 0 OAK TREE BUILDINGS SHOWNHEREON . MEAS - MEASURED 5. ORIGINAL BENCHMARK IS NGS STATION WHITE 2 RESET. ELEVATION E/P - EDGE OF PAVEMENT CQw WATER METER 28.63 NORTH AMERICAN VERTICAL DATUM. 1988 ADJUSTMENT. TOB - TOP OF BANK ❑ MAIL BOX _ Q SANITARY MANHOLE PINE TREE I" - 40' ®� WELL AS NOTED SEPTIC TANK AS NOTED S 89036 ' 03 " E 923 . 23 ' FOUND 3/4" IRON PIPE & LB 4108 CAP S 89° 36 ' 03 " E 344. 49 ' PORTION OF THE PROPERTYLYING WEST OF THEAPPROXIMATE zFLORIDA EAST COAST RAILROAD LIMIT OF \IROON _j PARTIALLY COVERED BY SAVANNAHS SAVANNAHS <Qcil FOUND 3PIPE & N 89036'03"W 965.38' S 89036'03"E 358.56' I EXISTING I RR I GAT I ON @4► WELL ADJACENT HOME +41.53 Ex I ST I NG 4 I FINISH I SHNFLOOR +24.93 o PUMP"oUSE INDIAN RIVER DRIVE AVD CAPPED / E;CW WELL 42.34 EXISTING l O PUMPHOUSE 3 O R I G H T O F W A Y FOUND NT NO ONCRETE + S HOG WIRE FENCE ,� o WELL \' +41.34 + 341.95' -- !2 a1 MONUMENT NO NUF'BER 38. 74 J +35. { 3..07 j 42.32 42.66 41 2P EX ! S i ! N9 �a 7.31 ' tJ . 5 . F,:i ' W J --FOUND 3/4" IRON / 35.44 +35.79 37.35 '+3s.42 39.09° Fg; •86 �� 1 41.4 ` 46.53 SEPTIC TANK 32.79 +28.93 25,89 24.5 t r PIPE & LB 4108 CAP 36.2.3 ,F35.6ii 89 3 ' 03 " E 973, 12 ' j���'^�� - 2 37 74 ' 35.96 36.73 3 . �o 3 49.19 ONCRE E PAD BENCHMARK 3e.s 37.7824.6724.47 4. 524'24.22 L2 �\24.47 \ + ROD & CAP FOUND 1, IRON 2a. �37.79 36.38 37.32 37.60 38.63 r� 39 37 M 39.88PROPOSEDT 4CID cP r7 +37.03 PROPOSED M M r� 42.0s �41 .96 42 . 22 NAVD PIPE & LB 4108 CAP Y o 51.33' UNDERGROUND DRIVEWAY o 24.9 fl 3- 12 10" - F-36.31 - a0 00 0.03 N 37.53 + �J �9° '� v �� PROPOSED + '+'38.24 PROPANE K N N + 42.02 � � + } + 1s O ° ° +37.45 +37. 19 8. 15 O O 37.29 +37.89 39.03 9.7 4 .98 • -} ^ 33.00 29. 15 92 i ND I AN / 37.28 o RV GA{iAGE O EQUIPMENT PAD 53.25' 4 .08 67 25' O 36 67' a1. 3 PROPOSE 12 19 24.s9 23,gq O W �6, + E37.38 GAT 37.45 FOR GENERATOR -�- o WELL + # PROPOSED -� R I VER _ 1 2 r� 18 . 7 ' + 42. 1 0. se 40. }24. 4 APPROXIMATE Z % i 6 • 36.89 2-8. �'37.53 `,�° rtO, AND WATER PROPO D „� ao.7 +41 . IS 42. 19 EX I ST I N WELL +41 .6a DRIVEWAY 24 s 2a. 15 _j O. VV� �O �O 0 51 .33' TREATMENT � +301 9,53 3 CAR 40.32 u; �`�' 491 8 TO BE USE FOR + 14- 24.6 O. _ "' +3e. ss 39.23 N P OPOSED ^ IRRIGATION 3a.4o 33.6a 29.51 WATER LINE GARAGE COVERED WALK + + + F 26.3. 5J C� MEAN HIGH -�J SET 5/8" IRON s' 19 1 .ao 39.28 N } r` T40.s1 48.5 r STOR iO + BENCHMARK 24431 24.03 U +34.4e rn PROPOSED M 5 • 3 M S I NCE co + 40,77 TOP OF IRON 24.3a F- O ROD & 3909 CAP ORCHID 42.7a a 0.19 23.52 23.56 Q +39. 14 HOUSE 40,02+ + 40. 6 3 • 33' +42.26 42.59 ROD & 3909 CAPS < N N 40.41 42.1 2.06 30.8 29.57 +23. 4 0 r - ` 41.0 41.41 + 23.92 �U \ O 38.19 10' I� + 30.87 NAVD O 18" rn o 23.50' PRO to 38.35 + O +38.93 In Vn +40.31 +40 56 40.9 L POOL +39.12 34.16 O �. 88.78 14 +39.49 d - + 5.* - .----� FOUND 3/4- IRON 0p 77.00' S' 40.74 a1 .0 42. 0' O 0) 40.7440.e8 42.00 +41 , PIPE 3435 CAP 42 ® 40.87 5' _ I i .08 + +41.87 24.18.E L3 5.51'N. 3.53'W 34.48 / +34.32 38.96 39'.OS 40.23 40.50 + 40.78 40.72 N 89° 36 03"W +a1 12 955. 34 ao.96 + 3e.s + FOUND PK NAIL 23 L I FOUND 3/4" IRON 39.71 41 .03 42.2! 2 PJ PE & LB 4I °8 CQP �^ +39.58 + 39+88 + +39.26 +40.74 +qI .01 +41 .08 + +41 .20 -I- +39.04 + 23.65 �� J 34.77 & LB 4108 DISK .6 3.59 FOUND PK NAIL 38.73 41.26 41.7 30.35 0 2255 SOUARE FEET AVAILABLE +41.77 +42 19 +42.19 +'41.55 +37.52 +24.32 & LB 4108 DISK AREA FOR 1500 GALLON +42.02 ADJACENT HOME O SEPTIC TANK AND 1200 SQUARE FOOT DRAINFIELD NOTE: THE ENT ! RE PORTION OF FINISH FLOOR Lij ?N o THE PROPERTY BETWEEN INDIAN 37.09 NAVD Ly RIVER DRIVE AND THE FLORIDA LINE BEARING .DISTANCE Lu � M -LEGAL DESCRIPTION CL L I N 89°36'03"W 61.90' w > EAST COAST RAILROAD LIES I N +37.09 THE NORTH 92.5 FEET OF THE SOUTH 10 ACRES OF GOVERNMENT LOT 3. FLOOD ZONr� "X" ExIST1NG L 2 S 89° 36'03"E 56.92' S S RIGHT OF WAY 36 1 RR I GAT I ON ° SECTION 26. TOWNSHIP 35 SOUTH. RANGE 40 EAST. LE W L 3 N 89 36'03"W 32.11' O ,� U FOR ROADS AND THE FLORIDA EAST COAST RAILROAD. Ex 1 sT 1 NG EXISTING WELL WELL SEPTIC TANK � a N 89°36'03"W o (00 ACCURACY 1 w THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM SOUTH LINE GOVERNMENT LOT 3 • SECTION 26-35-40 > ' > N W RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY r N S I FOOT IN 7.500 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. ���� 4I z -DATA SOURCES T E R P4, 1 TE, `' _ 00 THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. -MEASUREMENT METHODS ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART IN 50,000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS RMEU BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE REVISIONS. D I. REV DRAINFIELD 6-22-II DMJ 0 W o � � W W ry L � � o W U Q wn, �C ! � LQ 1� LLJ ry f % Q LL � �° Hu h DbpSft rent 4- N N St. LuciO County 1. E,nvit0n ntAl Neagh Division 1� i# flan ApP ravdlfo On tr c Supersedes All S"t`. nd \Neil # Z � Date: ": PERFO SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. �4 -CERTIFIED TO: Reviewer; GEORGE PANTUSO LIMITATIONS MALASKY HOMES PROPERTY LIES IN FLOOD Z.ONES~yX AE 6. & VE 10. ACCORDING TO MAP No. I2IIICO281 F. DATED 8-I9-9I w...o *DATE OF SURVEY: MAY 6_. 2011 � *BOUNDARY INCONSISTENCIES t' �• THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL AS SHOWN HEREON l'( RAISED SEAL. O1 THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BEL01;Y. *APPARENT PHYSICAL USE *SURVEYOR AN: Iv PIER IN RESPONSIBLE CHARGE SINGLE FAMILY RESIDENTIAL VACANT LAND DAVID M. JONES, FLORID", LICENSE NUMBER LS 3909 -EASEMENTS NONE PROVIDED (S I GNP"6` ��.NL) Si;:ALED ) DRAWN DMJ CHECKED DMJ DATE 5-9-11 SCALE I" - 40' JOB NO. II-031 SHEET ---___------ FB 456. PG 8 �oF I �. SHEETS 26-35-•40