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HomeMy WebLinkAbout3 - SurveyREVISIONS AND ISSUES W180698PREPARED FOR:PROJECT NO.SHEET NO.CHECKED BY: DRAWN BY: RWW FIELD BY: DWG NAME: PROJECT NO.: W180698 DATE BY 03/06/2019 KLS DATE: ES SECTION 30, TOWNSHIP 18 NORTH, RANGE 4 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA. CARMEL ELEMENTARY SCHOOL 101 4TH AVENUE, CARMEL, INDIANA BOUNDARY RETRACEMENTOF33 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax W E I H E Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM© 2019 WEIHE ENGINEERS, INC.W180698sv EXISTING.dwg TO: CARMEL ELEMENTARY SCHOOLTHE PURPOSE OF THIS SURVEY IS TO RETRACE THE DEED LINES OF THE SURVEYED PROPERTY ON THEGROUND AND TO REPORT THE AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS; CLARITYAND/OR AMBIGUITY OF THE RECORD DESCRIPTION(S) AS WELL AS THE DESCRIPTIONS OF ADJOININGLANDS AND THEIR RELATIONSHIPS TO OCCUPATION OR POSSESSION LINES.CURRENT OWNER OF RECORD:METROPOLITAN SCHOOL DISTRICT OF CLAY TOWNSHIPWARRANTY DEEDDEED RECORD 164, PAGE 346METROPOLITAN SCHOOL DISTRICT OF CLAY TOWNSHIPWARRANTY DEEDDEED RECORD 162, PAGE 560CARMEL-CLAY SCHOOLSDECLARATION OF EASEMENTBOOK 232, PAGE 288DESCRIPTIONPART OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 4EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGIN AT A POINT 746.74 FEET SOUTH OF THE NORTHWEST CORNER OF SAID HALF QUARTER SECTION;RUN THENCE EAST 653.4 FEET, THENCE SOUTH 1000 FEET, THENCE WEST 653.4 FEET TO THE WEST LINE OFSAID HALF QUARTER SECTION; THENCE NORTH ALONG SAID WEST LINE 1000 FEET TO THE PLACE OFBEGINNING, CONTAINING IN ALL 15 ACRES, MORE OR LESS.ALSO:LOT NUMBER FOURTEEN (#14) IN CARMEL VIEW, A SUBDIVISION OF A PART OF THE SOUTHWEST QUARTEROF SECTION 30, TOWNSHIP 18 NORTH, RANGE 4 EAST, IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, ASPER PLAT OF SAID SUBDIVISION RECORDED NOV. 9, 1955 IN PLAT BOOK, PAGES 36 AND 37, IN THERECORDERS OFFICE OF HAMILTON COUNTY, INDIANA.TOGETHER WITH:A PART OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 4EAST, IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT IN THE WEST LINE OF SAID HALF QUARTER SECTION, DISTANT 1746.74 FEET SOUTHOF THE NORTHWEST CORNER THEREOF AND RUNNING THENCE NORTH 90 DEGREES, 00 MINUTES EAST,653.40 FEET, SUCH DISTANCE BEING ALONG THE SOUTHERLY BOUNDARY OF PROPERTY OWNED BY SAIDSCHOOLS; THENCE SOUTH 0 DEGREES, 14 MINUTES, 28 SECONDS WEST AND PARALLEL TO THE WEST LINEOF SAID HALF QUARTER SECTION, 50 FEET; THENCE SOUTH 90 DEGREES, 00 MINUTES WEST, 653.40 FEETTO THE WEST LINE OF SAID HALF QUARTER SECTION; THENCE NORTH 0 DEGREES 14 MINUTES, 28SECONDS EAST, ALONG SAID WEST LINE, 50 FEET TO THE PLACE OF BEGINNING; CONTAINING IN ALL, 0.75ACRE, MORE OR LESS, BUT SUBJECT, HOWEVER, TO A 50 FOOT EASEMENT FOR INGRESS AND EGRESS ASRECORDED IN BOOK #69, PAGE #313 IN THE OFFICE OF THE RECORDER FOR HAMILTON COUNTY, INDIANA;SUBJECT FURTHER TO ANY OTHER LEGAL EASEMENTS OR RIGHT-OF-WAY OF RECORD.SURVEYOR'S REPORTTHE TOPOGRAPHIC DATA WAS GATHERED USING SURVEY GRADE GPS AND STANDARD RADIAL SURVEYINGTECHNIQUES WITH AN ELECTRONIC INSTRUMENT WITH DATA COLLECTOR. ELEVATIONS ON HARDSURFACES OR STRUCTURES ARE ACCURATE TO WITHIN 0.05 FEET; ELEVATIONS ON NATURAL SURFACESARE ACCURATE TO WITHIN 0.1 FEET ON THE DATE ON WHICH THE ELEVATIONS WERE OBTAINED; HOWEVER,CHANGES IN ELEVATIONS CAN OCCUR DUE TO SOILS SWELL AND SUBSIDENCE, FREEZE THAW CYCLES,AND WIND AND WATER EROSION. THE MAGNITUDE OF THESE CHANGES DEPENDS UPON SOILS TYPES,SEASONAL CHANGES, AND THE FREQUENCY AND INTENSITY OF WIND, RAIN, AND SNOW EVENTS. IT ISRECOMMENDED THAT IF THE TOPOGRAPHIC DATA IS TO BE USED FOR PLANNING OR DESIGN PURPOSESTHAT A CHECK OF ELEVATIONS BE PERFORMED PRIOR TO ANY CONSTRUCTION ACTIVITY. CONTOURS AREPLOTTED BASED UPON INTERPOLATION OF THE SPOT ELEVATIONS SHOWS HEREON AND ARE GENERALLYACCURATE TO WITHIN ONE-HALF OF THE CONTOUR INTERVAL DEPICTED. THE FOLLOWING PARAGRAPHSARE OBSERVATIONS AND OPINIONS REGARDING THE UNCERTAINTIES IN THE LOCATIONS OF MONUMENTSBOTH FOUND AND SET, RECORD DOCUMENTS AND THE DEED LINES AS ESTABLISHED OR REESTABLISHEDBY THIS SURVEY, AND AS INTRODUCED BY PROBABLE RANDOM ERRORS IN THE MEASUREMENTS MADEDUE TO THE INSTRUMENTATION AND TECHNIQUES EMPLOYED (RELATIVE POSITIONAL ACCURACY). THESURVEY MAY SHOW DIFFERENCES BETWEEN THE DEED (D) OR PLAT (P) DIMENSIONS AND THE MEASURED(M) DIMENSIONS ALONG THE DEED LINES. THERE MAY BE DIFFERENCES BETWEEN LINES OF OCCUPATION(POSSESSION) AND THE DEED LINES AS SHOWN ON THIS SURVEY. MONUMENTSMONUMENTS WERE SET OR FOUND DURING THE COURSE OF THIS SURVEY, THOSE SET IN THE GROUNDARE 5/8" REBAR WITH YELLOW PLASTIC CAPS STAMPED "WEIHE ENGR 0012", UNLESS OTHERWISE NOTED.MONUMENTS SET IN HARD SURFACED AREAS, SUCH AS ASPHALT, ARE AS INDICATED ON THE DRAWINGAND HAVE A WASHER STAMPED "WEIHE ENGR 0012" WHERE POSSIBLE. THERE MAY BE 5/8" REBAR WITHRED PLASTIC CAPS STAMPED "TRAVERSE", WOODEN STAKES, OR SPIKE NAILS FOUND ON OR NEAR THESUBJECT REAL ESTATE. THESE ARE WORKING POINTS AND SHOULD NOT BE CONFUSED WITH MONUMENTSMARKING THE BOUNDARIES OF THE SUBJECT PROPERTY. MONUMENTS FOUND AT OR NEAR THE DEEDCORNERS, OR ALONG THE DEED LINES OF THE SUBJECT REAL ESTATE ARE INDICATED ON THE DRAWING.BECAUSE THE DIFFERENCE IS DEEMED INSIGNIFICANT, MONUMENTS WERE NOT SET IN THOSE CASESWHERE A FOUND MONUMENT WAS NOT IN EXACT AGREEMENT WITH THIS SURVEY, BUT WITHIN THETOLERANCES REQUIRED FOR A CERTAIN CLASS OF SURVEY. THE DIFFERENCE MAY BE SHOWN ON THESURVEY TO ACCENTUATE THE UNCERTAINTY OF THAT MONUMENT. IN THOSE CASES WHERE THEDIFFERENCE IS GREATER THAN THE RELATIVE POSITIONAL ACCURACY OR UNCERTAINTY IN CONTROLLINGMONUMENTS, CAUTION SHOULD BE EXERCISED BEFORE MAKING ANY IMPROVEMENTS ALONG THE LINESAFFECTED. THOSE UNCERTAINTIES CONSIDERED TO BE SIGNIFICANT ARE DISCUSSED BELOW. THEMONUMENTS ESTABLISHED AT THE CORNERS OF THE SUBJECT REAL ESTATE ARE WITHIN THEACCEPTABLE RELATIVE POSITIONAL SPECIFICATIONS FOR AN URBAN SURVEY, 0.07 FEET + 50 PPM ASDEFINED IN 865 IAC 1-12-7.THE FOLLOWING ARE THE MONUMENTS FOUND OR RE-ESTABLISHED MARKING THE CORNERS COMMON TOTHE SECTION 30, TOWNSHIP 18 NORTH, RANGE 4 EAST.NORTHWEST CORNER - A HARRISON MONUMENT WAS FOUND AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER.NORTH CORNER - A MAG NAIL WAS FOUND AT THE NORTH CORNER OF THE SOUTHWEST QUARTER.NORTHEAST CORNER - A HARRISON MONUMENT WAS FOUND AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER.SOUTHEAST CORNER - A HARRISON MONUMENT WAS FOUND AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER.SOUTHWEST CORNER - A HARRISON MONUMENT WAS FOUND AT THE SOUTHWEST CORNER.SOUTH CORNER- REESTABLISHED THE SOUTH CORNER OF THE SOUTHWEST QUARTER USING THE CRIPESURVEY, RECORDED AS INSTRUMENT NUMBER 2013004120THEORY OF LOCATIONTHE SUBJECT REAL ESTATE IS DESCRIBED BY METES AND BOUNDS. THESE TYPES OF DESCRIPTIONS MAKE"CALLS", WHICH ARE REFERENCES TO RECORD, NATURAL, OR ARTIFICIAL MONUMENTS AT THE CORNERS;AND RECORD, NATURAL OR CULTURAL BOUNDARY LINES. THE MOST COMMON METHOD IS TO RECITE THEDIRECTION AND LENGTH OF EACH LINE AS ONE WOULD WALK AROUND THE PERIMETER OF THE PROPERTY.THE FOLLOWING PARAGRAPHS ARE OBSERVATIONS RELATIVE TO THOSE CONTROLLING MONUMENTS ANDCALLS AS REFERENCED IN THE DESCRIPTION.THE NORTH LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED FROM THE MAG NAIL FOUND AT THENORTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 6 AND THECALCULATED SOUTHWEST CORNER OF THE SAME. A MAG NAIL WITH A WASHER STAMPED "CRIPE FIRM NO.0055" WAS FOUND AT THE SOUTHWEST CORNER AND A REBAR WITH CAP STAMPED "CRIPE FIRM NO. 0055"WAS FOUND AT THE SOUTHEAST CORNER OF THE CARMEL CLAY PUBLIC LIBRARY PROPERTY RECORDED ININSTRUMENT NO. 9709738727 AND PER SURVEY BY CRIPE DATED 4-06-2010 AND RECORDED IN INSTRUMENTNO. 2013004120. A CONCRETE MONUMENT WAS FOUND 0.15 FEET NORTH AND 0.30 FEET EAST OF THENORTH EAST CORNER OF THE PROPERTY. THERE WERE NO LOT CORNERS FOR THE SUBDIVISION ALONGTHE EAST LINE OF SUBJECT PROPERTY FOUND. A CONCRETE MONUMENT WAS FOUND 0.14 FEET SOUTHAND 0.25 FEET WEST OF THE SOUTHEAST CORNER OF THE PROPERTY IN THE DECLARATION OF EASEMENTRECORDED IN DEED BOOK 232, PAGE 288. A REBAR THAT IS LEANING WAS FOUND ON THE NORTH LINE OFTHE SUBDIVISION TO THE SOUTH. THE WEST LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED ON THEWEST LINE OF THE EAST HALF OF THE SOUTHWEST CORNER. THERE WERE NO LOT CORNERS FOR THESUBDIVISIONS ALONG THE WEST LINE FOUND.COMMON TITLE LINESINFORMATION REGARDING THE OWNERSHIP OF THE SUBJECT REAL ESTATE OR ADJOINING PARCELS ISTHAT AS SHOWN IN LOCAL GOVERNMENT RECORDS, OR AS FURNISHED BY OTHERS. A COMPARISON WASMADE BETWEEN THE DEED CALLS OF THE SUBJECT REAL ESTATE AND THOSE ADJOINING PARCELS WITHCOMMON LINES WITH THE SURVEYED PARCEL AND NO DISCREPANCIES WERE FOUND.OCCUPATION ALONG DEED LINESOCCUPATION MEANS SOME OBSERVABLE IMPROVEMENT EITHER MAN MADE OR A NATURAL BARRIERMANIPULATED BY MAN TO DELINEATE THE PROPERTY LINE. IT SHOULD BE NOTED THAT NOT ALL FENCESARE ERECTED TO DEFINE PROPERTY LINES AND CAUTION IS WARRANTED BEFORE ACCEPTING THIS TYPEOF BARRIER AS SUCH. ONE SHOULD ALSO BE AWARE THAT WHEN THESE TYPES OF OCCUPATION ARE NOTIN AGREEMENT WITH DEED LINES CERTAIN UNWRITTEN RIGHTS MAY EXIST OVER THE LAND BETWEENTHEM. THOSE PARTIES RELYING ON THE SURVEY SHOULD ASSUME THAT THE UNCERTAINTY OFOWNERSHIP OF THESE AREAS WHERE OCCUPATION LINES AND DEED LINES ARE NOT IN COINCIDENCE IS,AT LEAST, EQUAL TO THE MAGNITUDE OF THE DIFFERENCE. UNLESS OTHERWISE NOTED OR SHOWN ONTHE SURVEY, THERE IS NO VISIBLE EVIDENCE OF OCCUPATION (POSSESSION) ALONG THE DEED LINES OFTHE SUBJECT REAL ESTATE.A BOARD FENCE SERVICING LOT 15 AND PART OF LOT 16 IN THE CARMEL VIEW SUBDIVISION VARIES FROM2.0' TO 2.1' EAST OF THE WEST LINE OF THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.A BOARD FENCE SERVICING PART OF LOT 16 AND LOT 17 IN THE CARMEL VIEW SUBDIVISION VARIES FROM3.1' TO 4.0' WEST OF THE WEST LINE OF THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.AN END OF A CHAIN LINK FENCE SERVICING THE SURVEYED REAL ESTATE TERMINATES 1.9' EAST OF THEWEST LINE OF THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.A CHAIN LINK FENCE SERVICING CARMELAIRE SUBDIVISION VARIES FROM 0.8' EAST TO 0.2' WEST OF THEWEST LINE OF THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.A BOARD FENCE SERVICING LOT 117 IN THE CONCORD VILLAGE FOURTH SECTION SUBDIVISION VARIESFROM 0.4' TO 0.9' SOUTH OF THE SOUTH LINE OF THE DECLARATION OF EASEMENT RECORDED AS DEEDBOOK 232, PAGE 288. SAID EASEMENT SERVICES THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.A BOARD FENCE SERVICING LOT 28 AND PART OF LOT 27 IN THE CONCORD VILLAGE SECOND SECTIONSUBDIVISION VARIES FROM 0.0' TO 0.4' EAST OF THE EAST LINE OF THE SURVEYED REAL ESTATE ASSHOWN ON SURVEY.A BOARD FENCE SERVICING LOT 29 IN THE CONCORD VILLAGE SECOND SECTION SUBDIVISION VARIESFROM 0.0' TO 0.6' EAST OF THE EAST LINE OF THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.A BOARD FENCE SERVICING LOT 30 IN THE CONCORD VILLAGE SECOND SECTION SUBDIVISION VARIESFROM 0.3' TO 1.0' EAST OF THE EAST LINE OF THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.A SHED WAS LOCATED ALONG THE EAST LINE OF THE SURVEYED REAL ESTATE. THE REAR OF THE SHEDSITS 1.0' EAST OF THE EAST LINE OF THE SURVEYED REAL ESTATE AS SHOWN ON SURVEY.THERE IS A ROW OF UTILITY POLES ALONG THE WEST LINE OF THE SURVEYED REAL ESTATE THAT VARIESWITH SOME POLES BEING EAST OF THE WEST LINE AND NOT INCLUDED WITHIN THE 15 FOOT WIDE UTILITYEASEMENT IN CARMEL VIEW SUBDIVISION OR THE 20 FOOT WIDE ELECTRICAL EASEMENT RECORDED INDEED BOOK 128, PAGE 223..THERE IS A WATER LINE RUNNING NORTH-SOUTH AND LOCATED WEST OF THE ELEMENTARY SCHOOLBUILDING THAT ALSO APPEARS TO SERVICE CARMEL VIEW SUBDIVISION, AS EVIDENCED BY WATER VALVESAND METERS. NO EASEMENT FOR THIS WATER LINE WAS RECOVERED DURING RESEARCH.A GAS METER AND GAS VALVE WERE RECOVERED NEAR THE WEST LINE OF THE SURVEYED PROPERTYAND THE GAS LINE SERVICING THE ELEMENTARY BUILDING IS COMING FROM THE WEST, BUT NO EVIDENCEOF A GAS MAIN WAS FOUND BY PRIVATE UTILITY LOCATORS ON THE SURVEYED PROPERTY. THIS SHOULDNOT BE TAKEN TO MEAN THERE IS NOT ONE THERE. CONDITIONS, SUCH AS PIPE MATERIAL, LACK OF ATRACER WIRE OR SOIL CONDITIONS, MAY HAVE PRECLUDED LOCATION.EXCEPTIONS/EASEMENTSNO TITLE COMMITMENT FOR THE SUBJECT REAL ESTATE OR ADJOINING PARCELS WAS PROVIDED;THEREFORE, ITEMS SUCH AS EASEMENTS OR OTHER EXCEPTIONS COMMONLY FOUND IN TITLECOMMITMENTS OR POLICIES, WHICH MAY OR MAY NOT AFFECT THE PROPERTY, ARE NOT SHOWN. IFADDITIONAL INFORMATION IS REQUIRED TO BE SHOWN ON THE SURVEY, PLEASE PROVIDE ME WITH THEAPPROPRIATE DOCUMENTATION.THE SOUTH 50 FOOT WIDE STRIP BEING USED BY THE ELEMENTARY SCHOOL IS IN A DECLARATION OFEASEMENT RECORDED IN DEED BOOK 232, PAGE 288 THAT IS CONDITIONAL ON USE FOR A LITTLE LEAGUETYPE PROGRAM. NO DEED CONVEYING TITLE OF THE PROPERTY TO THE SCHOOL WAS RECOVERED.GENERAL NOTESAS USED IN THIS SURVEY, CERTIFY MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION OFCONDITIONS REGARDING THOSE FACTS OR FINDING WHICH ARE THE SUBJECT OF THE CERTIFICATION ANDDOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESS OR IMPLIED. INTERPRETATIONSARE NOT A PART OF ANY CERTIFICATION.NO WARRANTY, EITHER EXPRESS OR IMPLIED, IS MADE AS TO THE ACCURACY OR COMPLETENESS OFINFORMATION PROVIDED BY GOVERNMENTAL AUTHORITIES AND / OR THIRD PARTIES, OR AS TO ITSFITNESS FOR ANY PARTICULAR PURPOSE OR USE, INCLUDING BUT NOT LIMITED TO INFORMATIONPRESENTED ON UNDERGROUND UTILITIES, FLOOD HAZARD ZONES, FLOODWAY ZONES, WETLANDS,RECORDING INFORMATION, ZONING, AND REGULATED DRAINS. IN NO EVENT WILL WEIHE ENGINEERS, INC.,ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THEFURNISHING AND/OR USE OF SUCH INFORMATION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED UPONABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND/OR MARKSMADE UPON THE GROUND BY GPRS, INC., A PRIVATE UTILITY LOCATING COMPANY) AND ARE SPECULATIVEIN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NOABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACTLOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIORTO ANY AND ALL CONSTRUCTION OF PLANNED IMPROVEMENTS ON OR NEAR THE PROPERTY.ACCORDING TO THE U.S. DEPARTMENT OF FISH AND WILDLIFE SERVICE WETLANDS INVENTORY MAPS, ASOF MARCH 4, 2019, THE SURVEYED PROPERTY DOES NOT CONTAIN DESIGNATED WETLANDS AREA(S).THE SURVEYED PROPERTY WAS UNDERGOING CONSTRUCTION ACTIVITIES AT THE TIME OF THE SURVEY,CHANGES TO THE SITE ARE BEING MADE DAILY (UTILITY POLES WERE BEING INSTALLED AT THE TIME OFSURVEY).ACCORDING TO THE HAMILTON COUNTY GIS, THERE ARE NO REGULATED DRAINS THAT RUN THROUGH THESURVEYED REAL ESTATE.CERTIFICATE OF SURVEYTHIS IS TO CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF,THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THEMINIMUM REQUIREMENTS AS SET FORTH IN 865 IAC 1-12-7, AND THE WITHIN PLAT AND REPORTREPRESENTS THE RESULTS OF AN URBAN SURVEY, AS DEFINED THEREIN, COMPLETED IN THE FIELD BY MEUNDER MY DIRECT SUPERVISION, ON MARCH 1, 2019._________________________________________KAREN L. SUTTONPROFESSIONAL LAND SURVEYOR #LS21200013MARCH 6, 2019VICINITY MAPNOT TO SCALE- PROJECT LOCATIONEDITS 03/07/2019 KLS