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HomeMy WebLinkAboutSURVEY SETBACK REQUIREMENTSBOUNDARY SURVEY PREPARED FOR NORTHWEST REAL ESTATE, LLC. UNPLATTED 24 19 19 I 20 _.—..—..—..—..—..—..—..—..—..—S89W'40'E S3ee.36'(C) _...—.._..—.._..—.._..—.._..—..—..—..—..—..�..—..—..—..—..—..—..—..—..—..—.._..—..—.._..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—.. ._ NORTH UNE OF SECTION 30-36-38 25 I 30 CORNER OF SECTION 30-36-38 .3O ,a9 iFALLS IN CANAL, NOT FOUND OR SET N.E. CORNER OF SECTION 30-36-38 FOUND 1/2" IRON PIPE (NO ID.) MIN. SETBACK REQ. FRONT � �� SIDES �!q i CNR SEt nREARS M� ZNG. b'A TECH. ag, Q=I �jb �I _ I4(tnoo Blom -is r �IN ©9NNVOS I I ' 22 i I 1 e (0)NAI, CORNER 35 THE S. 1/2 O I K SECTION 30-38-38 I I I FALLS IN CANAL, NOT FOUND OR SET i N.E. CORNER OF THE S. 1/2 I ' I UNPLATTEO OF SECTION 3D-06-38FOUN SET 5HA IRON ROD 6' 1.5" IRON PIPE (NOCORNER I.D) � ' ( FENCECORLS 48 NER 20" FENCE 2.6'N, 1.2'E. I .. FOUND BENT 5/0IRON ROD (NO I.D.) 0.4' W.. HELD FOR N. UNE OF THE S. 1/2 OF SECTION 30-36-38 I 1 250' SOUTH FLORIDA WATER CONSERVATION 4-DISTRICT CANAL EASEMENT (CANAL C-23) (DEED BOOK 254, PAGE 501) I I II R S S9014O'5011 E 529A.591 NORTH UNE OF THE SOUTH 1/2 OF SECTION 30-35-38 -/ 1.8• N. I II II II II it II 15'X15• WOW FRAME 16'X1S' WOOD FRAME r PUMP HOUSE PUMP HOUSE -- -- -- -- -- -- - -- -- DITCH - -- -- - -/- -- -- - ---- -- -- _ -UTILITY POLE SOUTH 1/2 OF SECTION 30, TOWNSHIP 36 SOUTH, RANGE 35 EAST la!XISHELL DRIVE-/ LESS & EXCEPT THE WEST 1 25' THEREOF PUMP HOUSE' WOOD FRAME PUMP HOUSE -, CONTAINS •t323.31 ACRES -- JF II SEEE EfML \ I I unuTv POLE --------------- 00 -------------- �� 2786'-------- l / ,o J I I� v sl _ (C)S.W. CORNER OF SECTION 3OR SET 8 FALLS IN CANAL, NOT FOUND OR SET ANCHOR UTIUTY POLE -unuTr POLE ' u SET 5/8" IRON ROD &SE CORNEAFOU OF38 Np 4ENTO ON SR CONCRETE 30 i I -CAP 'ItA8 LS 4820" Mind UTILITY POLE__.__._— _ N.N N _—. -r-----.�{�------.-_,..:DITCH __ __. _._ -.---.-_.__ __.__.__ __.__ __-.-..-_.__.__.__.__ __ __ _ __DID N 59-59'38" E 5332.9 I I 1 I I I�3f 31 50.0, L? �UTIUTY POLE 3 -UTILITY POLE ilz �� i ill UNPLATTEDAl IL 1.19 ;;, j I= i I �.N S.E. CORNER OF SECTION 31-36-38 FOUND 4°0" CONCRETE FOUND MONUMENT "LS 4241' '� T I 32 I CONCRETE MONUMENNTT' CONCRETE LB 4298" . - .. - .. - .. .. - .. - .. - .. - .. - SOUTH UNE OF SECTION 31-38-38- . . C . . .-..-.. ..-...-..-..-..-..-....-..-..-..-..-..-..-..-..-..-.....-.. �.. ._..—.._.._..—..—.._..—..—..—.,—..—. Se9Y3'ai'W 5464.47(M) 6 5 TRADEWINDS SURVEYING SERVICES, LLC. 200 S.W. 3rd Avenue Okeechobee, FL. 34974 Tel: (863) 763-2887 Fax: (863) 763-4342 Email: ka1b./twpss yahoo.com Kenneth A. Breaux, Jr. (PSM 4820) PREPARED FOR THE EXCLUSIVE USE OF: NORTHWEST REAL ESTATE, LLC. WESTCOR LAND TITLE INSURANCE COMPANY MELVILLE & SOWERBY, P.L. IWE q..:...:...:...... °.I....:...I...IO SCALE IN FEET MAP SCALE: 1 INCH - 3DO FEET INTENDED DISPLAY SCALE QESCRIP 170N.- THE SOUTH 112 OF SE077ON 30, TOWNSHIP 36 SOUTH, RANGE 38 EAST, OF Sr LUCIE COUNTY, FLORIDA. LESS AND EXCEPT 7H£ WEST 125 F£fT THEREOF FOR CANAL OF SOUTH FLORIDA WATER CONSERVA770N DISTRICT AS RECORDED IN DEED BOO( 254, PAGE 501, PUBLIC RECORDS OF Sr LUCIE COUNTY, FLORIDA. PROJECT SPECIFIC NO7ES, 1) UNLESS SHOWN OTHERWISE, ALL DM£NSIONS AR£ CAL CULA 7ED(C) AND M£ASURED(M). 2) THE DESCRIP77ON SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S REPRESENTA77W.. 3) BEARING REFERENCE.. 7HE EAST LINE OF 7HE SOUTH 112 OF SEC770N 30, TOWNSHIP 38 SOUTH, RANGE- 36 EAST IS TAKEN TO BEAR SOUTH 0171'18m EAST. 4) S17F ADDRESS.- 8401 GERMANY CANAL ROAD. 5) PARCEL ID. • 3230-311-0001-000-8. 6) 7HIS SURVEY IS NOT INTENDED 70 DEPICT JURISDIC77ONAL AREAS OR 07HER AREAS OF LOCAL CONCERN, 7) THE SURVEY DEPIC70 HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. ADD1770NS OR DELE770NS 70 SURVEY MAPS OR REPORTS BY 07HER THAN THE SIGNING PARTY OR PAR77ES IS PROHIBITED W7INOUT WR177FN CONSENT OF 7HE SIGNING PARTY OR PAR7TES. 8) DATE OF LAST FIELD SURVEY 0JI20115. SI�PLAN NOBS 1) SUBJECT TO CLIENT AND PERMIT7WG AGENCY APPROVAL. 2) CONTRACTOR IS TO VERIFY SETBACKS AND LOCA770N OF EXIS771VG UT7L177ES. 3) HOUSE DIMENSIONS SHOWN MAYBE APPROXIMATE, REFER TO APPROVED BUILDING PLANS FOR CONSTRUC770N DIMENSIONS. 4) THE ELEVA77ONS SHOWN ARE BASED ON THE NORTH AMERICAN WR77CAL DATUM OF 1988 (NA VD 88). DETAIL NOT TO SCALE 2� PROPOSED DRAINFILED ±1200 SO FT AVAILABLE AREA 13)r\., ♦ 22.8 PROPOSED - SEPTIC PROPOSED 16' X 807 MOBILE HOME TO BE PLACED ON EXISTING DIRT PAD STANDARD NOTES: 1. No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the surveyor. 2. The survey depicted here is prepared exclusively for those parties noted. 3. No responsibility or liability is assumed by the surveyor for use by others not specifically named. 4. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4820. 5. There are no visible above ground encroachments except ae shown. 6. No attempt was made to locate underground improYernents and/or encroachments (if any) as part of this survey. 7. This survey was prepared in accordance with minimurfl technical standards established by the Florida Board of Surveyors and Mappers (Chapter 61G17-6, F•A.C.) pursuant to Section 472.027, Florida Statutes. ---UTILITY POLE BENCHMARK 23.3 FOUND 16D NAIL IN ±15)I PALM TREE 24.9 EL. 26.91' (NAVD 88) I LEGEND O-Set Iron Rod and Cap "KAB LS 4820" ■-Found CM •-Found Iron Rod (and Cop) *-Found Pipe (and Cap) ABBREVIATIONS Q-Baseline; BM -Benchmark; rL-Centerline; C-Calculated; CATV-Cable N; CM. Concrete Monument; CONC-Conerete; D-Deed; &=Delta or Central Angle; E=Eosl; CLY-Easterly, E/P-Edge of Pavement; ESMT-Easement; F.I.R.M.-Flood Insurance Rate Map; FND-found; IP-Iron Plpe; IR&(C)-Iron Rod (and ID Cap); L-(Arc) Length; M-Meosured; MH-Manhole; N=North; N'LY=Northerly, NGV(D)-National Geodetic Vertical (Datum) of 1929; NTS-Not to Scale; OHW-Overhead Wires; R-Propelty Line; P-Plat; PC -Point of Curvature; PCC-Point of Compound Curvature; PCP. Permanent Control Point; POB=Point of Beginning; POC-Point of Commencement; PRC=Point of Reverse Curvature; PRM-Permanent Reference Monument; PT-PQR1t of Tangency PLI&D-Public Utilltiy and Drainage; R-Radius; R/W-Right-of-W@y, S-South; S LY-Southerly, T-Tangent''p�TEL-Telephone Splice or Switch Box; W-W%tl WILY-Westerly,-Utility(les);,'y=Spot Elevation based on indicated Dotyfn, CONCRETE I OSED WELL 75'MINIMUM SETBACK FROM SEPTIC SYSTEM DESCRIPr/0N DATE I FB/PG or CK BOUNDARY SURVEY 03/23/15 306/52-53 WC KAB SITE PLAN 09/04/18 344/28 DM KAB SCALE 1 A s 300 r DRAWING NUMBER. SHEET 1 OF / 2e9V,-e`;-0jV