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---------------_ SHEET 1 OF <br /> S" VICINITY MAP <br /> SCALE: N.T.S. <br /> SlT>= I NOTES <br /> 1. BEARINGS SIROWN ON THIS MAP ARE GRID BEARINGS REFERRED TO ME COLORADO <br /> OBSERVATIONS <br /> / I I COORDINATE SYSTEM Of F THE 992, CENTRAL ZONE. BASED 6 CPS OF OBSERVATIONS <br /> ALONG ME SOUTH LINE d-ME UMENT OF SECTION 9. T2SERE . B OF BEARINGS <br /> RE P.N.. <br /> WHICH BEARS PS OBSERVATIONS <br /> AS S MOM WEST <br /> AND SHOWN HEREON. BEARINGS ARE BASED <br /> +soee.Sa I E rwm•WNUF I AND 95.ON CPS OBSERVATIpiS FROM WEST ADAMS COUNTY GEODETIC STATIONS 95.0192 <br /> � AND 95.0193. <br /> 2. THE BASIS OF COORDINATES SHOWN D THIS MAP IS THE MODIFIED HEST ADAMS COUNTY <br /> GEODEIIC CONTROL O IS BASED ON THE COLORADO VA COORDINATE SYSTEM OF <br /> /$ 19OO,OD02, CENTRAL ZONE, E10GOOD FEET <br /> A MEAN ELEVATION OF 50BA FEET, LESS <br /> / I I ON WEST FEET NORM AND GEODETIC <br /> FEET EAST. COORDINATES ARE BASED LOCALLY <br /> FA NEST ADAMS AND <br /> ELEVATION <br /> GEODETIC STATIONS MODIFY <br /> AND COORDINATES <br /> THE COMfitl199 <br /> FACTOR (SCALE AND ELEVATION) USED TO MODIFY THE COORDINATES IS 0.99979199 <br /> 0 0 n <br /> J. ELEVATIONS 0192, pJ THIS NAP ARE BASED ON ADAMS COUNTY GEODETIC 7W S17L <br /> STAMP 95.p92, A },/a• ALUMINUM OSIC MARKED •95.0192 1995 256]W sY <br /> SECURED TOP OF A 5 ALUMINUM ROD ENCASED A 6•PVC PIPE WITH LOGO <br /> MI CK <br /> +soap ne I I CAP.0.1 MILES EAST Of ROAD, AND 58'SWM OF THE CENTER LINE OF EAST <br /> 1p4TH AVENUE. NAVO 1988 ELEVATION-5070.95 FEET. <br /> \ / 4. ONLY SURFACE FEATURES OF UTIUTIES ARE SHOWN ON THIS MAP. NO UNDERGROUND <br /> LINES WERE LOCATED. <br /> 5. LINEAR DIMENSIONS SHOWN ON THIS NAP ARE U.S.SURVEY FEET. <br /> k. <br /> NoncE <br /> �M <br /> o� ACCORD04G TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY <br /> DEFECT IN THIS SURVEY WITHIN THREE TEARS AFTER YOU FIST DISCOVERED SUCH DEFECT. <br /> I NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED <br /> t so•o.e� MORE THAN TEN YEARS FROM ME DATE OF THE CERTIFICATION SHOWN HEREON. <br /> +soao.ae IcrruO' IcrFNQ SURVEYOR'S CERTFlCAIE <br /> UTILITIES GB GROUND SNOT _ 1,FRANK N.DREXEL A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN ME STATE OF <br /> DV DRAIN VANE MR METAL COLORADO.DO HEREBY CERTIFY THAT THIS MAP WAS MADE UNDER MY RESPONSIBLE CHARGE, <br /> IS BASED ON MY KNOWLEDGE.INFORMATION.AND BELIEF,IS IN ACCORDANCE W,M APPLICABLE <br /> EVE ELECTRIC VAULT M TEST HOLE STANDARDS OF PRACTICE. AND IS NOT A GUARANTY OR WARRANTY,EITHER EXPRESSED OR <br /> WIN MONITOR WELL HEAD IMPLIED. <br /> PIPE <br /> +w.sS.�a RCP RERfORCED CONCRETE WE FEATURES <br /> CNP CORRIMdTEO METAL PIPE —X--K— FENCE <br /> ---.— DITCH OR DRAINAGE COLORADO <br /> N.DREXEL::: <br /> COLORADO REGISTERED PROFESSIONAL <br /> +e9w.M POSTS DIRT OR GRAVEL ROAD LAND SINRVEYOR NO.24305 <br /> 1 I IRON POST ... ASPHALT ROAD DATE: NOVEMBER 2, 2016 <br /> WP ND00 POST EDGE OF ASPHALT <br /> SIP STEEL POST CONCRETE <br /> DIRT,GRAVEL <br /> YISC. <br /> _.__d991T-_- CONTOUR <br /> +�bo DDND CDNDRETE BULL SEEP DI TCH <br /> +soai,o cww CONCRETE NINGY/ALL SPOT ELEVATION <br /> CDS I CONCRETE DIVERSION STRUCTURE <br /> CHIN I CONCRETE HEADWALL TOPOGRAPHIC MAPPING OF THE <br /> BULL SEEP DITCH IN THE S1/2 OF <br /> SECTION 9, T2S, R67W OF THE 6TH <br /> P.M., COUNTY OF ADAMS, STATE OF <br /> COLORADO. <br /> FOR: CITY OF THORNTON <br /> j 2 3 4 5 I ENGINEERING P3W M21fI1 15p0 Krur An Sub P{ <br /> PLWNING F3Yl8l2.1119 1pgmN.CA lM01 <br /> +wee xx �� I I GURVEYING <br /> E <br /> B I CIVIL <br /> i em .el eY: KQ <br /> ��S�EEi KEY I �NOVEMBER 2,2018 JC 1233-1 <br /> SCALE: 1•=50 »•,� ��� �� <br /> -50' FIND 123J,-T <br /> 14 <br /> /n -oA1[INv: AEY9NR-WTE/WY: -W1T7Wtt <br /> EXHIBIT 19 <br />