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HomeMy WebLinkAboutSurvey+ 60.00' Aropose P,,cp, 0,iaiwo ry Q + + cis Q co - o 04 qW N, 0— Cj no s �t o, it '60.00- + 0 IS Ah� SITE BENCHMARK NO. I SET 5/8- IRON ROD 57%) CAP tL(6NA%.0 EL 18.09 !a O Ca ti O Not Platted Vacant Land No Septic and/or Wells within 75' of Property tine + + IL ­ ' ­_ + 4- + 8�1 Path Top of Bank + Tap of Book IRC,,'� FOUND '/a H ROD + 0 centerline of Swale + N89,-W26�!W 272.29' + I CAI (SMASHED) 7 � + 79 Centerline of Swale +b -0 + TOP 1' Top of Book 1�5 \ , 21.9 Reinforcement Proposed 16' C—Crete 2,5 + + *Proposed Culvert min. 15 comply. with R-91A to meet with all current 22_3D standard Engineering wl WELL specifications. Proposed 30 C) inverts are as shown ry�42 00' lax. + Propo sed 24,0' Story/ 3 Bedroom, Singly Family Residence V 2-2.-51 23-01 Fmis)%� Floor El. 23.5 6 Finished Floor 'e El. 2J, 17 Garage ]11616 71 T-75jO' + L Being 0 Portion of N112, NW 114, SW 114 + SE 114, SW 114 of Section 7-49-40 2-0-01 6'-12' Detention swole of o grade V-12' below that of the adjacent grode + FOUND 518- IRON ROD N89*55'51 "W 272.28' & CAP (SMASHED) 9 3(0 Not Platted Occupied SEPTIC TANIK 'EU + FOUND _5/1,Q1RON R ,LOB &CAP LEGAL DESCRIPTION: The North 112 of the Northwest 114 of the Southwest 114 of the Southeast 11'4 of the Southwest 114 of Section 7, Township 34 South, Range 40 East, of the Public Records of St. Lucie County, Florida. SURVEYOR'S REPORT 1 This Survey shall not be valid unless seated with an embossed Surveyor's Seal. 2 No underground improvements have been located as port of this Survey. 3 The lost field dote of this Survey was: 2.21.2021. 4 This Survey was prepared using the Plot of Record, no search of the public records was performed by this office. 5 This Survey shown hereon was prepared in accordance with the Standards of the practice of Surveying and Mapping as defined in 5J-17.050-052FAC. 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amount paid for said Survey. 7 Bearings have been based on the North Line of the Subject Property as shown hereon. All other bearings are relative thereto. 8 Parcel/Lot line locations have been based on found survey control along the West Line od Section 7-35-40. 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence lines has been determined as part of this Survey. 12 Off set calls to found survey control are relative to the nearest property corner, inter -section of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point. 13 Compliance with loco/ zoning requirements and or with requirements set forth by other State, Public, and/or Private entities has not been verified as port of this Survey. 14 Elevations shown hereon are in accordance with the North American Vertical Datum of 1988. FEMA Flood Zone data shown here on is based on the visual inspection of the digital Flood Hazardous Mops provided by the Federal Emergency Management Agency (FEMA) and is limited to the accuracy of such maps. Flood Zone: X Community #: 120285, Panel #: 0070, Suffix: J, Dote: 2.16.2012 C - Concrete CIE - Covered Entry CAC - Concrete Pod with Air Conditioning CB - Catch Basin CBS - Concrete Block Structure CMP - Corrugated Metal Ptol Equipment GPE - Concrete Pod with CTV - Cable TV Box FFE - Finished Float- Elevation CV - Water Gate Valve HYD - Fire Hydrant OIL - Overhead Utility Line PP - Power Pole SSYH - Sanitary Sewer Manhole TC6 - Telephone Communications Box UB - utility BOX WY - Water Meter LEGEND FCM Found 4WConcrete Monument FlP Found J' Iron Pipe FIPC Found Iron Pipe with Cop FIR FoundA' Iron Rod FIRC Found 15 Iron Rod with Cap SIRC - Set 15 Iron Rod with Cap W7357' FIPC - Found 112" Iron Pipe with Cop FM Found Mag Nail FUD Found Mag N0 with Disk FN Found Nail FN7T Found Nail with 7-in Tob FPK Found PK Nail FPKD Found PK N0 with Disk ERRS Found Roil Road Spike ICO In Pavement Cut Out PREPARED FOR: James E. & Deborah K. Anderson Higgens Brothers Construction LLC Prepared By: Regina C. Karner, PSM#4363 Korner Surveying, Inc. LB#7357 % A., Di_qttally KARNER UPVEYING INC. Regin s!6 . neAy RESIDENTIAL & COMSMERCIAL SURVEVING SERVICES Regina KIrt- 2740 SW Martin Downs Blvd.#333, Palm City, FI. 34990 a Date: Phone: (7!2)288 7206 Kdrner 1320207,V7 1.:21 WWW.KARNERSiJRVEYINGINC.COM - — -W A0 V.W Wess &�led Vth kcrnerftarner�urvoyingjnc. com d21 lop C7—Vcrcop ED ill -OR MPLANCE 40DE A -01J"'TV _tj C i E G 13 c') C_;, 0 Construction and Final Inspection _�ol Note*: 1) The contractor will utilize best management practices during oil ogphases of construction to ere to those requirement contained in and mode port of the Building Permit 2) The storm water detention swole a 6"- 12" in depth, shall be provided around the improvements to detain any storm water run off on the subject property and divert, it to the TA existing drainage swales ��* 7.4.21 broincae' Site Plan 011 -671 -6-21