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SWe.Broadway <br /> 3Den 03.892.550✓�209 <br /> vrNw.2.5566 ign.com <br /> U.S HIGHWAY 36 c�U M of nacuuan <br /> fhb dI00 mt RR ae pmpafy o/ <br /> U.S HIGHWAY 36 STATE HIGHWAY 66 / an u+o cap 7n•Fa.p. <br /> 3T;s <br /> ISTAIE HIGHWAY 5 US HIGHWAY 36 U.S HIGHWAY 36 ��+/a' e,a° e wid.ai <br /> U.S HIGHWAY,6 � STATE H/ WAY 66 STATE HIGHWAY 66 Mtti p�r.�" -Wiv al°01 not <br /> a im;I Ter enwear pReJRet <br /> _- -- .nneINLOIIWOMI aaaeeAaR or <br /> rav <br /> DmIgn Corp. <br /> j I, <br /> l \ 1� � _� - SEC LINE _�- <br /> 91. <br /> a r <br /> t� <br /> 000 <br /> h <br /> % / _ VE <br /> LL <br /> \ - J o <br /> / - _/// J <br /> FSF 'Y r/ PR/W\�� `ry- I` ��\mod\ O <br /> drys - > 0 <br /> tt _ tlQffS wdL0d4 200 <br /> e �p MONUMENT COORDINATE TABLE 1. BEARINGS SHORN ON THIS MAP ARE GRID BEARINGS REFERRED TO THE COLORADO 0 'W 200 O7 <br /> F s. LEA COORDINATE SYSTEM OF 1983-2007,NORTH ZONF,BASED LOCALLY ON A LINE BETWEEN L O <br /> ,j PNTR HORNING FASTING EIEV OFSCRPTOR(SEE NOTES IN Um 8FLOWI NOS HARN STATION LYONS.A STANDARD NOS 3-1/4"BRONZE HORIZONTAL CONTROL <br /> y� 1 3 UTILITIES DIRT,GRAVEL USK MARKED"LYMS 1985•IN ROCK OUTCROP"AND NOS STATION LYONS AZIMUTH MAW, <br /> E'1 9M EB ELECTRIC BOX 1003 13260)9.&15 306653620fi 5684.91 XA0.KHGS LYONS335-BC'MGS LYONS FLUSH IN ROCK J <br /> :6 A STANDARD NOS 3-1/4•BRONZE AZMUW PARK ATE IN ROC(OUTCROP,PINION BEARS "MMA "k <br /> .5V -� PROPERTY CORNER 1003 1326)9)306 305%)3.305. SS16.6B HAPNiMGS lvONS AZ MK 335'BC"NGS lYON51985'iLUSX IN ROCK NB1 O3'3YW FROA NV£RSE BETWEIH PUBLISHED STALE PLANE COORDINATES Z U O <br /> 7y,F 3338 ELEC ELECTRIC -4999- CONTOUR 1006I 1322)12507,3066655.306_--5308615 BM41G5)2.5"SIC'BOR SM 7530332C RDSH IN CHW_-- 2 COONONATES SHOWN ON THIS MAP ARE BASED ON THE COLdRADO COORDINATE SYSTEM SCALE PEW& NORTH O LL] U <br /> S86 d82] 1323456320 3067298007 Sri5A1 CPd8Z7 FIND 46 RE8AR25-AC'CNlART5 PL52d305' OF 19B3-2D07, NORTH ZONE,MODIFIED TO AN ELEVATION OF 5.400 FEET. AT THE <br /> 7A.r 8 GA GUY ANCHOR x 99.s SPOT ELEVATION <br /> r FB%,: 4831 132212)779 3066625.435 13 I CPJ631 FIND R6 RE&40.25-AC'CNItART5 PLS 2430S' REQUEST OF TINE TOWN OF LYONS.WE COORDINATE SYSTEM WAS THd TRANSLATED TO <br /> 6� ONE PUBLISHED STATE PLANE COORDINATE AT HARN STAMM LYONS CORNED SCALE <br /> 86yecsa� SMH SEWER MANHOLE 4&33 1323391930 306E058313 531]b2 [PJ833FNDA6RE8M 25'AC"CNW SPS2d30S' FACTOR USED TO GENERATE THE MODIFIED SYSTEM 0999fi9B6184(1/X•1.000]01H24} O O <br /> 13iJx'n PP POWER POLE UTILITY LINES 4835 3323153.0]4 3065489.555 532fi10 CPd835 FNDNA&&3 WI1i24305" PUBUSHED NAD 1903-2DD7.NORTR ZONE STATE BANE COORDINATE AT STATION LYONS _ <br /> e -'-"-- -- - ---- 1,320,079.845 N R 3,084,534.208 E IN US SURVEY FEET. LF.VL <br /> i F PVC POLYVINYL CHLORIDE PIPE 4W 1323333308 3065093.)11 532038 [Pd8d3 a5 REBAR V-2 <br /> 6_3■ S -E- ELECTRIC LINE 4845 1324010804 3 12S%2 5337.97 0`4US FM%REW 25-AC"CNIL RTS PI324305' ] WE PRIMARY BENCH NMK USED TD DETERMINE THE BASIS OF EIINAMONS FOR THIS J F1 J <br /> x�BF WAT WATER MAP IS NOS BENCH NARK 7. PUBLISIIED NAVO 19BB ELEVATOR-5308.815 FEET. LL• <br /> V 2; -G- GAS LINE 48'A 13Id098.241 3063)46.714 5345.% CP4850 3"BC'USSP51M5 5U2.24 SM 279'FW SN W/COMG <br /> -OE- OVERHEAD ELECTRIC LINE 53531 1322331.811 3066911.1% 530136 CP-SM3ME)nRESARYPC CMUATV 4. ALL HORZONTAL AND VERRCAL POSITIONS OF CONTROL POINTS OR OTHER MONUMENTS <br /> __r _._. _.__ ______ ._.__ ____.__ -._ SHOMN ON THIS MAP OUST BE FIELD VERIFIED PRIOR M MY ADDITIONAL MAPPING OR <br /> POSTS -W- WATER LINE 53, 1322230.463 3066989.569 5297 79 CP-5386 FND 0.5 REAR YPC CINIARTS" CONSTRUCTION. <br /> 8, 0. 51 1322779.324.3065382.506 $32235 TCO0.MDFSREBAR2"AC CMIARTSPLS24305" S TIRE POSIRONS OF UNDERGROLND UTILITY LINES SHOWN ON THIS MAP WERE DETERMINED ••••••••••••••••••••••••• <br /> / € WP WOOD POST PROJECT MA�Ji DALE <br /> OW233.972 81CIO0. Y <br /> �45y 58 1322832815 3 FROM FIELD LOCATION OF SURFACE FEATURES LINES AS MARKED ON ME MOH% B <br /> 3yjjyf 59 1322882813 3064Z36.3)0 533782 BMONFNDNRREBAR2"AC'CNIURTSWCSOPL51d305"APB% TOM! LYONS,THE GOVERNING AGENCIES UNDERGROUND CONSULTING SOLUTIONS.MD FOCI ED roject#:17076 05I23I2018 <br /> & MONUMENTS ----- - "" -P - BEST ENLAVAILABLE INFORR S RE MD MAY NOT BE COMPLETE OR AY NOT B LONLETEO R RECEIVED <br /> V c` <br /> ( x 60 1333230.705 306491&335 5325.19 BMOKFNDR50.E&AR 2'AC"CNIUrtT5 PLS 26305 NM6% A CURAN LOCATED MARKS REPRESENT OUR BEST GTIE53 ANDUT MAY NOT NOTIFICATION <br /> COMPLETE ER OR M\I(I <br /> MISC. <br /> > $� SET 24•LONG . REBAR W/Y ACCURATE ACCORDING TO NOTIFIED <br /> O LAW, WE UTILITY UND LINES <br /> CEAST OF <br /> 61 3323fi09.N9 3064923812 53I]3] WO-FNDRS PE84R 2'K'CNIURTS AL524305'IN MU <br /> 8 �a AC ACRES -..LI SET ALUM.CM MKD.•CNLARTS PLS COLORADI (LINGO)MUST BE NOTIFIED O MARK ALL UNDERGROUND LINES AT LEAST 7R0 URA1R! JS,JC <br /> � A, 24705•FLUSH W/GROUND LEVEL. __-_�1322855158 3063754223__ &CDR _ _ _ _ GAYS PRIOR TO MY E%CAVATON OR CONSTRUCTION. <br /> ALUM ALUMINUM 65 13221101221.3 912.339 _ NC00. <br /> 2 c F . MW,JC,JJ,SE <br /> u a¢ -_. B. ONLY NOBLE EVIDENCE OF LANDSCAPE IRRICAMIN SYSTEMS IF MY,WERE LOCATED. YI <br /> / ;` ASPH ASPHALT FOUND R REBAR W/2•ALUM.CAP K 1323630.179 30635460]3 53)498 BIMONiNOA5 REB4R I'AC'CNIUATS PLS 24305'NMBX IYf Q018 ••••• •••• •• •••••••••ssi FNO 7. CORNERS N OF PARCEL D STREET <br /> SHORN ON IRIS NER IS BASED ON RASED SECTOR RE <br /> h"'1;, ,a MKD.•CIMLARTS PL$243(15•. 6) 13Z3240.12) 3063539619 BKOR CORNERS MD LINES AND STREET INTERSECTION CORNERS CU LINES BASED ON FIELD <br /> `a m BLDG BUILDING N 3323229.450 3064918488 5326A0 BIMOhFND R5 RE84R3 AC CNIURTS PL514305'NMBX POSITIONS OF FOUND CORNER MONUMENTS VARIOUS DOCUMENTS WE RELIED UPON <br /> eK BOOK I NFS MONUMENT NOT FOUND OR SET. 69 1323234619 3%5W1.W1I 5325.% NMONFNDnRE11A"BRAC'CNI(YIVMNSPL52d3O5' INCLUDES RECORD m SUBDIN90N PLATS,FILED LAND SURVEYS,RECORDED OEIDS,MD ^ <br /> �N OTHER YMs MD DOCUMENTS. "IA11gKRl�� <br /> BM BENCH MARK 70 02 <br /> 233Ud.616 3065501.309 5325.45 BOOILFNDRS RE&Y0.2 AC CNIU0.T5 WC BO Pi5I6305'M8X fI/�r1EC+ RW 9F/ <br /> ]ll 1322773%1 306549)328 &CDR WE POSITIONS OF LOT ONES ARE BASED ON PRORATION a BLOCKS BASED ON THE •. /} � fret)■1 •••••••••••••••••• <br /> • COG CURB h GUTTER -I - PoSITOI RE ELSTING OR RESOLVED STREET INTERSECTION CORNERS IN ACCOrrOMCE t.MINING �'yll�ry <br /> VEGETATION ]2y 1323600.9U 3065%3b42 ._BKOR _ _._.. MITI WE RECORDED PUT 6 LYONS. <br /> CONIC CONCRETE ,ppN 73 1323220.925 3065%0.920 5314M BWfONFND•SREBARZ'4C'CNIUM PIS 2430WINMB% InalBidSet <br /> M� DECIDUOUS TREE w 6"CALIPER THE POSITION DF TRACT LINES MSaO TIE WACTS BLOCKS ID LYC/s ARE SHOWN <br /> ESMT EASEMENT 'U&F 8' / ]dl 13214 3.622 3065977330 MOR COUNTY A TO IR'S WEBS <br /> TIMID <br /> WE TRAC15 AS PROVIDED BY THE BOULDER <br /> • COUNTY ASSESSOR'S wEBSIIE WERE TNO ABUTTING PROPERTY DESCRIPTORS CALL FOR <br /> 75 1322815.170 3%4612.6N TCOR ................................... <br /> MKD MARKED THE E1/2 F WE WI/2 011 WE EAST IN FEET AND 11IE NEST 25 FEET(AS M <br /> - CONIFER TREE W/6 CALIPER _ 76 13328151)0_306461I.840 5333.68 TCOR-END e3 REdW I'AC_CMIARIS A524305' EXAMPLE)OF THE SAME LOT,ONLY ONE LIFIE IS SHORN. NO EFFORT WAS MADE 7D <br /> PG PAGE r 77 13222%791 30N453.961 TCDR DETERMINE WINCH DESCRIPTION IS THE CORRECT ONE,IF MY. NO MINOR GAPS OR SURVEY CONTROL <br /> REC RECEPTION NO. A APPLE ]EE1.21200.272 3065238.184 not OWRAPS ME SHORN. <br /> B BOX ELDER 79 132105.998 3066680.036 TCOR POSITION OF VARIOUS TRACT UNES LOCATED OUTSIDE OF THE RECORDED PUT OF LYONS <br /> STL STEEL t IS BASED ON:(1)POGROM AS SHORN ON RECORDED PUTS BASED ON FIELD POSITION <br /> k C COTTONWOOD 1321685564 306470>178 1COA ,,. _.. - OF RECORD SECTION CORNER MONUMENTS; (2)DEEDED POSITION BASED ON RECORDED <br /> $ _-__ _.is LITER <br /> 87 13215)5518 30667(16328 ttOP DOCUMENTS AVAILABLE T/ROUCH THE BOU COUNTY CLERI(k RECORDER BASED ON <br /> CH CHOKE CHERRY 1321564.1m 3-9177. TCO0. FIELD POSITION OF RECORD SECTION CORNER MONUMENTS, MD (3)DEEDED POSITION <br /> FEATURES FROM DOCUMENTS PROVIDED BY CIENT. NO TITLE COMMITMENT WAS FRONDED MD , SCALE <br /> E ELM 89 1321215.178 NWI918 121 tt0R _- _ ONLARTS RESEARCH IS NOT DEFINITIVE ..... ..................... <br /> -"-"- FENCE - % 1323276483 30 1.913 TCOR SURVEY CONTROL Q stfTtl <br /> -•••- DITCH OR DRAINAGE U UNDER .. -... -_... -- .. ...- _ & CONTOUR NMMVAL OF ALL TOPOGRAPHIC YAPPING-1 FOOT. ` <br /> 91 133I2d0132 306d382317 5352D4 TCOR FIND IRE- 2'AC CNILARTS PLS 2d305" <br /> e L LOCUST S. TOPOGRAPHIC MAPPING SHORN ON T9S MAP IS BASED ON FIELD MEASUREMENTS TAKEN <br /> DIRT OR GRAVEL ROAD 92 1320)31.843 3066354 d20 1COR BY CNLARTS DURING APRIL R MAY 2016.FUSUARY 5.2015,AN MARCH 9-18,205. ° L 1 0 0 <br /> Ek M MAPLE 93�1320679.204 3065193.895 5U911.TCOR-FNDISREW2-AC CMLARTSPLS24305" URUTES WERE LOCATED ON APRIL 15.=6 AND MARCH 30,2015. SURVEY PROVIDED BY CIVIL ARTS <br /> ASPHALT ROAD 941 1320117.460 3065146.35Q 53)Bb5 TCO0.-MD d5 REEK I'AC"!MOULTS PIS 24305" <br /> 3fi H HANG ERNE 0. MAPPING SHORN C THE CONFLUENCE AREA OF T E ORN a LYONS 6 sHaw PRIOR lb Know what's below. <br /> EDGE OF ASPHALT 95 1320349472 3066326.726 538dA3 ttW MDFS REbYR 2'AC'[NIIARTS PLS 24305" RECENT CONSTRUCTION IMPROVEMENTS ■ <br /> w WILLOW 303-682-1131 Call before you dig. <br /> •, 96 1323601.991 3065843.847 532050 NMDNiND NS AEBAR I'AC'CNNANIS WC 340 P1526305'MB% 11. LINEAR DIMENSIONS SHOWN ON THIS MAP ARE U.&SURVEY FEET. U <br /> CONCRETE or WWW. NCC2.Qrg <br /> i 1811' 1323235.609 306623]1)6. 5331 B8 MMON.TS RFBAR N MW( <br /> §C SHEET OF <br />