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1087D ui c a i Colorado Department of Transportation Sheet Revisions Sheet Revisions Sheet Revisions TAAI Right of Way Plans Date I Description Initials Date I Description Initials Date Description Initials Monumentatlon Sheet 222 South 6th Street 06-28-12 REVISE ROW MONUMENTS 1035 & 1040 DA MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX _-- T Room 317 01-25-13 UPDATED POINTS LIST BDL W O O L P E R T Project Number: C 702-278 an. Junction CD 81501 PTs 1008-1010 1068 1073 1081-1085) Pro act Location: I-70 Eagle Interchange Upgrade 116 INVERNESS DRIVE EAST #105 I 9 9 P9 �-�• Phone: 970-683-6233 FAX: 970-683-6249 01-27-I6 Added Witness Corners and Reference ENGLEWOOD COLORADO 80112 Monuments 1014RM1 1014RM2 1029POL Ea le County, Eagle, Colorado 1034POC 1039RM 1040RM 1042POL ((303) 25-1 0 PHONE Region 3 JEM (303) 925-1401 FAX Pro'ect Code: Last Mod. Date Subset Sheet No. 1n7iPr11 end 9nriiPfll CKV ,-see n,_o-f_nmc a m s c no c n, 0 Set WC Set RM Set RM Set WC Set WC QUANTITY OF MONUMENTS TO BE SET 0 O Set RM Set WC Set WC TABULATION TABULATION OF R.O.W. MONUMENTS TO BE SET OF EAGLE Northing(sft) Point No, Northing(sft) Easting(sft) Description Station Offset 1001 121E51.06 120833.97 COOTTYPE 1 MONUMENT 1+09,11 74-03 1002 121E23.96 120921,08 CDOTTYPE 1 MONUMENT 0+54,01 146,73 1103 121632.34 120969.77 COOT TYPE 1 MONUMENT 0+45.34 195.38 1004 121654.39 121030,45 CDOTTYPE 1 MONUMENT 0+45.45 259,94 IDD5 121638-13 121036.88 CDOTTYPE i MONUMENT 0+27.98 260,46 1009 121626,01 12064619 CDOTTYPE 1 MONUMENT 1+56.97 -108.13 1010 121641,75 120672:33 CDOTTYPE 1 MONUMENT 1+59:65 -79.26 1020 122287.08 120363,82 CDOTTYPE 1 MONUMENT 8+71,77 -86,38 1025 122225.16 120427.04 CDOT TYPE 1 MONUMENT 8+01.91 -53.44 1027 122280.35 120376.91 CDOTTYPE 1 MONUMENT 8+60,87 -76.22 1033 122400.65 120300.26 CDOT TYPE: 1 MONUMENT 10+08.80 -102.36 1034 122440,67 120320,00 CDOT TYPE 1 MONUMENT 10+36.82 -67;63 1035 122726.82 120310,78 CDOTTYPE 1 MONUMENT 13+00,55 109:82 1036 122680.69 120325.96 CDOTTYPE 1 MONUMENT 12+31.01 97.13 1035 1228.13..12 120326.53 CDOTTYPE 1 MONUMENT 13+45,87 168.10 1040 122776,95 120312.12 CDOTTYPE 1 MONUMENT 13+43:19 136.21 1036 1215137.83 120328,77 CDOT TYPE 1 MONUMENT 1+70,54 -447,84 1057 1215,07.57 120291.40 CDOT TYPE 1 MONUMENT 1+84,89 -482.34 1068 1073 121871,30 121536,44 120678.54 120639.65 CDOTTYPE 1 MONUMENT CDOTTYPE 1 MONUMENT 0+86.92 0+67,36 -99,27 147,68 1060 123421,93 1197D8:09 CDOTTYPE 4 MONUMENT 21+93.35 90,55 _128 -1 121-64.49 120676.62 CDOT TYPE 1 MONUMENT 0+81.17 -103.39 1062 121553,14 120656,34 CDOT TYPE 1 MONUMENT 0+77.39 -12&:31 1083 121564,86 120649:78 CDOT TYPE 1 MONUMENT 0+90:64 -1.28,50 1084 2062 121557.13 121415.87 120635,96 11 120611.43 CDOT TYPE 1 MONUMENT CDOT TYPE 1 MONUMENT 0+8&07 -.0+3645 -144,12 -215,21 2053 2054 121418,61 121502.18 120893.01 120960,12 CDOTTYPE 1 MONUMENT CDOTTYPE 1 MONUMENT -1+29,57 -0+73-79 50.54 142,36 2065 122285,86 TABULATION OF P.E. MONUMENTS TO BE SET 8+87,34 -132,39 Point No, Northing(sft) Easting(sft) Description Station Offset 1OD8 1065 121530.48 121599.26 120604.24 120593.35 CDOT TYPE 4 MONUMENT CDOTTYPE 4 MONUMENT 0+73,79 1+51,38 -183.01 -168:56 QUANTITY OF MONUMENTS TO BE SET 0 O Set RM Set WC Set WC CAP TABULATION OF R.O.W. MONUMENTS TO BE SET FOR THE TOWN OF EAGLE Northing(sft) Point No. Northing(sft) Easting(sft) Description Station Offset 1013 122466.15 120623,13 CDOT TYPE 4 MONUMENT 9*50.53 218.92 1014 122417.49 120565.85 COOT TYPE 4 MONUMENT 9+24.57 148.38 1015 122369.21 120528.71 CDOT TYPE 4 MONUMENT 8+92.03 96.89 1029 122496.29 120461,988 COOT TYPE 4 MONUMENT 10+27.63 84.57 1030 122502.41 120527:27 CDOT TYPE 4 MONUMENT 10+05.75 146.39 1041 123379.59 119767,54 COOT TYPE 4 MONUMENT 21+33.12 102.84 1042 123344,14 119750-21 CDOTTYPE 4 MONUMENT 21+18.50 66.19 1046 123419.31 119705-05 CDOT TYPE 4 MONUMENT 21+93.94 86,58 1047 123439.95 119731,78 CDOT TYPE 4 MONUMENT 21+87.12 119,66 1048 123474,46 119783,81 CDOT TYPE 4 MONUMENT 21+70.10 180.01 1049 123466,13 119789,34 CDOT TYPE 4MONUMENT 21+60,140 178.50 1055 123416.62 119687.18 CDOT TYPE 4 MONUMENT 22+05.74 72.89 1062 1222562 .19 1202x1134 CDOTTYPE 4 MONUMENT 8+98.18 -131.95 1064 122492.13 120266.59 CDOT TYPE 1 MONUMENT 11+38.78 -80.58 1065 1066 1067 1 122519.97 122529-25 122501.02 120245.36 120257.18 120278.67 1 CDOT TYPE 1 MONUMENT COOT TYPE 1 MONUMENT CDOTTYPE 1 MONUMENT 11+7331 11+71,12 11+36,09 -74,89 -60,05 -65,82 CAP TABULATION OF WITNESS CORNERS AND REFERENCE MONUMENTS SET Point No. Northing(sft) Easting(sft) Description Station Offset 1014RM1 122436.50 120570.07 SET TYPE SS REFERENCE MONUMENT 1014RM2 122411.49 120545.88 SETTYPE 5S REFERENCE MONUMENT 1029POL 122496,76 120466.96 SET TYPE 4 WITNESS CORNER 5' POL 1029-1030 1034POC 122444.88 120317,31 SETTYPE 1 SNI R i_ - - WITNESS CO NER 5 POC 1034 1067 1039RM 104ORM 122817.56 122778,80 120315,38 120307.48 SET TYPE SS REFERENCE MONUMENT SET TYPE 55 REFERENCE MONUMENT 1042POL 123353:12 119754,60 SET TYPE 4 WITNESS CORNER 10' POL 1042-1041 1073POL 2063POL 121541.36 121418.46 1 120638.77 120878.01 SEi-TYPE 1 WITNESS CORNER 5` POL 1073-1084 ISET TYPE 1 WITNESS CORNER 15' POL 2063.2062 CAP Line Table OF TEMPORARY Name MONUMENT TYPE Len th L1 N 00 34'48" W 24.34' L3 TYPE 37.37' 1 IA 2 2A 3 3A 4 5 5(S) 6 REFERENCE L7 S 100 06'40" E 21.01' L8 S 600 45'19" W 15.83' L9 N 290 14'06" W RDW 31 S 60045'54" W 23.24' L11 14 7.07' L12 I S 61043-25" W 28,99' SURVEYOR STATEMENT (ROW PLAN) REGIS} SURVEYOR STATEMENT (ROW MONUMENTS) -84,74 2010 122277,44 120360.96 TE Marker 8+63.63 -92.19 2012 122264,91 CONTROL TE Marker 8+83.43 -182,57 2013 1 122246-00 120262.24 TE Marker 8+68.10 -19571 �Pnp e O c o e e. �. I Brandon A Lee, o professionalland surveyor licensed in the �O °" DA �� e .tate 1 Stan Vermilyea, o professionalland surveyor licensed in the tate of Colorado, do hereby state to the Colorado Department of 120252.39 TE Marker 8+91.67 -197.55 2015 2016 2017 122517,10 122509,11 122562,79 120477,36 120491,60 120553.88 TE Marker TE Marker TE Marker 10+40.06 10+26.82 10+48.82 ALIQUOT CORNER 2018 122541,31 120572.40 TE Marker 10+22.09 203.69 2019 122608.83 12038519 of Colorado, do hereby state to the Colorado Department of O ; e Transportation that based upon my knowledge, information and belie; Transportation that based upon my knowledge, information and belief, adequate research, calculations and evaluation of survey evidence were 85.75 2020 122627,88 120407.30 TE Marker 11+29,57 114.71 2021 122620.32 PERMANENT EASEMENT TE Marker 11+21.37 113.74 2022 2 120394.71 TE Marker 11+22.87 88,54 research, calculations and evaluation of the survey evidence were ° performed and the Right -of --Way monuments depicted on this 120203.37 TE Marker 9+92,91 -216.50 2024 122350,88 120195.25 TE Marker 10+07.77 -218:57 performed and this Right -of -Way Plan was prepared under my ; 3 }o responsible charge in accordance with applicable standards of -o �'� Right -of -Way Plan were set under my responsible charge, including the ROW Plan revisions completed in Januar 2016 in 120288.65 TE Marker 10+23.09 -108,54 2026 122439,71 120302.80 TE Market 10+43.18 PROJECT POINTS 2027 122647,91 120354.04 TE Marker 11+82.05 92,74 2029 122665.68 120374.57 a p 9 Pp • > P y accordance 119,76 2030 2031 122658,12 122640,20 120381,12 120360.42 TE Marker TE Marker 11+69.36 11+72.12 118.75 91.51 2058 123243.64 119638.81` practice defined by Colorado Department of Transportation publication • This statement is not a guaranty or warranty, either expressed or imp e: J� ew` 5 with applicable standards of practice defined by Colorado Deportment of Transportation publications. This statement is not a guaranty or warranty, -83.84 2059 123215.86 119606.65 TE Marker 21+19.91 _12632 2060 2061 123312,29 123329,49 119546,89 119561.34 TE Marker TE Marker 22+61,75 22+57.93 -95,86 -7172 2065 122285,86 120315,06 TE Marker 8+87,34 -132,39 664, e JJ PLS No. 37894 Date �• ��-1 NiL lP\`O either expressed or implied. PLS No. 25381 Date WITNESS PASTd TE Marker 9+34.75 176.03 2070 122505.71 120464,20 TE Marker 10+35,25 Colorado Department of Transportation Sheet Revisions Sheet Revisions Sheet Revisions ��,� Right of Way Plans Dote I Description Initials Dote Description Initials Dale I Description Initials Plan Sheet 222 South 6th Street 06/13/12 CORRECT GATE LABEL LOCATION DA mm/dd/yy XXXXXXXX XXX mm/dd/yy XXXXXXXX XXX Room 317 01/25/13 REVISED 102 DEL 102R ADD PE -102 BDL WOOLPEPT WOOLProject Number: C 702-278 Grand Junction, CO 81501 01/25/16 Added witness corners for point 1073 & 2063. SKV 116 INVERNESS DRIVE EAST#105 Project Location: I-70 Eagle Interchange Upgrade Phone; 9/0-683-6233 FAX: 970-683-6249 ENGLENOOD COLORAD080112 (303) 925.1400 PHONE Eagle County, Eagle, CD Region 3 JEM (303) 925-1401 FAX Pro Code: Last Mod. Date Subset Sheet No. 7FSQd n,_9,_9n1R 7 M ..( 7 na 7 M POB IOOA orner �jo. 1, NrQ74° 21'46 ar 920.38 feet 3 \� ROBERT J. NOCK &R" 102Rev WALTER J. NOCK Section 32, Tract 45 o 102R del P.O. BOX 130 p PE -10 EAGLE, CO 81631 T. 4 S. R. 84 W. o Sixth P.M. C:110 Flood Plain I D Boundary 102Rev .N•. EAGLE RIVER POB 10 Rev, PFN l0 0 0 or WE 1073POL: Set a witness corner, bears N 76° 2 5.00' from point 1073 on line 546 101 between points 1073 and 1084 ~" L 4 _.. $92�05 1-0 660.6 051 009 ®' 3 Rc -1845.00' � Ac = 4"' LOT 2 io' Ac -1° 06'55" c.2 4` NOCK SUBDIVISION v � -• - REC. N0. 708452 '110 Lc - 35.$1 16'42"W C ° coo BS' 80° 26'47" y-„ _ � Co - rR 2 18 108 A No '084 � 100A L10 J I-- 10 h At =o s: 1073PO gRo q 107 sect on sl T s i ctf 4s Tra t 68 R ----R ! I = 'Oct 6 t4 Section 33, Tract 68 O }{QQ nl 1 ! ? O �t8 Flood ou da Plain i T. 4 S. R. 84 W. I m! I z Sixth P.M. z f�li 1 z EAGLE RIVER ,t • D t 101 MERVYN LAPIN, TRUSTEE OF THE MERVYN LAPIN REVOCABLE TRUST 33.44 4 DATED JANUARY 12, 2008 311' 232 W. MEADOW DRIVE ), VAIL, CO 81657 L 76' to 1+11.87 1 " 25'45"E 11001 UNPLATTED Section 33, Tract 45 1+90 N 0T. 4 S. R. 84 W. .E o q N Sixth P.M. 0 i i ♦ S210 33'21"E 002 17.49' e s 7 _ c Ac �„ K_ i 003 „ O 34'.42„W ..,. - - Curb cut N o �1 ° 004 R RMANENT 1 - - c 1 � 49 4 , .�70 Ol 52 E _.) -TM •,tgGLE Gote 64.56' g C. N 7 669 & 78731 AC "msµ , • c = 8� -: :...M�' <,� ;., w:,: � S68 26'39"W RC V \ G/1� Re -1845.00' _t ,� PO 101 i... R A ENNppT A�jjEMENT Rc =1 6 .5 1005 qN0 AC -2°.14'58" C. H }3843 EAGLE = O A V r o. 1� SOT - ear ti.,. Ac - 43 31 1 us 6 C ? „7 b - 4 earg'55 E.�. �+ �� � = 4 4 CB -S 78° 45'50" W xy 0 feet ` € g 38 w G.. AND AVE. US - ..... . „ ""-.\ \ } 811, -. ........_ ..... _...............,... ,,.._, ,,., LOT \ \ oT \ g \ \ w \ \ \ S8 0 �6 -N760 05 48 E LOT Ig \ \ ---f� \ �4T 2 / 6.641 . G W �" _ - _ _ '" ' � ROW per CDOT Project \ \ \ \ \ / C "`: 7 r: _ d _FAP 240-I &NRH 240-E _ OT 11 N _ _ 0 TOWN OF EAGLE Lor Ig '� \ \ LOT 3 Section 32 / \ L 06 10 P.O. BOX 609 \ \ -1+00 100A EAGLE, CO 81631 Tract 45 OT 12 \ \ \ $ ?BI S8 2063POL: Set o witness corner, 95, ,6 15.00' from point 2063, on line 100 .$s74 ol, a b betw_e.en points 206_3 _ a.. nd 20621 � os s� v v v v 13 l L to _ Begin RDW Protect / \ tO 2063P0 �, � UNPLAT-TED - \�No. C 702-278-- 14 02-278 14 Stption: -1+29.57 N \P 8110Corn0 M.P. -0.02 �' N 410°11r1�" 441.20 feet v __J 0 _. _251 s0' oo' v v v v �v v lv r 5 v v v v L,a<,,, --�0SC­ o' l 1 OT l Ig \ \ \ L0T -2+00 \ 3 \ N 0 Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions 4 Right of Wo Plans P P Date Description Initials Date I Description Initials Date I Description Initials Monumentotion Sheet 6 222 South 6th Street MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX OT Room 317 W O O L Project Number: C 702-278 Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 (303) SIB -1400 PHONEEa le Count Ea le CO M (303) 925.1401 FAX Pro'ect Code: Last Mod. Date Subset Sheet No. Region 3 JE 165Q4 s m of s m I s n7 Line Table OF TEMPORARY Name Direction Len th L1 N 00 34'48" W 24.34' L3 N 8903514411 E 37.37' L4 S 8903610011 W 32.10' L5 S 890 31'50" W 6.28' L6 S 00 28'10" E 10.00' L7 S 100 06'40" E 21.01' L8 S 600 45'19" W 15.83' L9 N 290 14'06" W 13.43' L10 S 60045'54" W 23.24' L11 N 150 45'54" E 7.07' L12 I S 61043-25" W 28,99' ROBERT J. NOCK &R" 102Rev WALTER J. NOCK Section 32, Tract 45 o 102R del P.O. BOX 130 p PE -10 EAGLE, CO 81631 T. 4 S. R. 84 W. o Sixth P.M. C:110 Flood Plain I D Boundary 102Rev .N•. EAGLE RIVER POB 10 Rev, PFN l0 0 0 or WE 1073POL: Set a witness corner, bears N 76° 2 5.00' from point 1073 on line 546 101 between points 1073 and 1084 ~" L 4 _.. $92�05 1-0 660.6 051 009 ®' 3 Rc -1845.00' � Ac = 4"' LOT 2 io' Ac -1° 06'55" c.2 4` NOCK SUBDIVISION v � -• - REC. N0. 708452 '110 Lc - 35.$1 16'42"W C ° coo BS' 80° 26'47" y-„ _ � Co - rR 2 18 108 A No '084 � 100A L10 J I-- 10 h At =o s: 1073PO gRo q 107 sect on sl T s i ctf 4s Tra t 68 R ----R ! I = 'Oct 6 t4 Section 33, Tract 68 O }{QQ nl 1 ! ? O �t8 Flood ou da Plain i T. 4 S. R. 84 W. I m! I z Sixth P.M. z f�li 1 z EAGLE RIVER ,t • D t 101 MERVYN LAPIN, TRUSTEE OF THE MERVYN LAPIN REVOCABLE TRUST 33.44 4 DATED JANUARY 12, 2008 311' 232 W. MEADOW DRIVE ), VAIL, CO 81657 L 76' to 1+11.87 1 " 25'45"E 11001 UNPLATTED Section 33, Tract 45 1+90 N 0T. 4 S. R. 84 W. .E o q N Sixth P.M. 0 i i ♦ S210 33'21"E 002 17.49' e s 7 _ c Ac �„ K_ i 003 „ O 34'.42„W ..,. - - Curb cut N o �1 ° 004 R RMANENT 1 - - c 1 � 49 4 , .�70 Ol 52 E _.) -TM •,tgGLE Gote 64.56' g C. N 7 669 & 78731 AC "msµ , • c = 8� -: :...M�' <,� ;., w:,: � S68 26'39"W RC V \ G/1� Re -1845.00' _t ,� PO 101 i... R A ENNppT A�jjEMENT Rc =1 6 .5 1005 qN0 AC -2°.14'58" C. H }3843 EAGLE = O A V r o. 1� SOT - ear ti.,. Ac - 43 31 1 us 6 C ? „7 b - 4 earg'55 E.�. �+ �� � = 4 4 CB -S 78° 45'50" W xy 0 feet ` € g 38 w G.. AND AVE. US - ..... . „ ""-.\ \ } 811, -. ........_ ..... _...............,... ,,.._, ,,., LOT \ \ oT \ g \ \ w \ \ \ S8 0 �6 -N760 05 48 E LOT Ig \ \ ---f� \ �4T 2 / 6.641 . G W �" _ - _ _ '" ' � ROW per CDOT Project \ \ \ \ \ / C "`: 7 r: _ d _FAP 240-I &NRH 240-E _ OT 11 N _ _ 0 TOWN OF EAGLE Lor Ig '� \ \ LOT 3 Section 32 / \ L 06 10 P.O. BOX 609 \ \ -1+00 100A EAGLE, CO 81631 Tract 45 OT 12 \ \ \ $ ?BI S8 2063POL: Set o witness corner, 95, ,6 15.00' from point 2063, on line 100 .$s74 ol, a b betw_e.en points 206_3 _ a.. nd 20621 � os s� v v v v 13 l L to _ Begin RDW Protect / \ tO 2063P0 �, � UNPLAT-TED - \�No. C 702-278-- 14 02-278 14 Stption: -1+29.57 N \P 8110Corn0 M.P. -0.02 �' N 410°11r1�" 441.20 feet v __J 0 _. _251 s0' oo' v v v v �v v lv r 5 v v v v L,a<,,, --�0SC­ o' l 1 OT l Ig \ \ \ L0T -2+00 \ 3 \ N 0 Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions 4 Right of Wo Plans P P Date Description Initials Date I Description Initials Date I Description Initials Monumentotion Sheet 6 222 South 6th Street MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX OT Room 317 W O O L Project Number: C 702-278 Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 (303) SIB -1400 PHONEEa le Count Ea le CO M (303) 925.1401 FAX Pro'ect Code: Last Mod. Date Subset Sheet No. Region 3 JE 165Q4 s m of s m I s n7 COUNTY SURVEYOR'S CERTIFICATE Deposited this J_ day of , 20 at &m. in Booe%. of the Eagle County Surveyor's Land Survey Plats/Rights- of-Way Surveys at Page=. This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. Sheet Revisions Sheet Revisions Sheet Revisions %A# Right of Wo Plans Colorado Department of Transportation Pion Sheet Date Description Initials Date Description Initials Date Description Initials " 222 South 6th Street 01/29/13 Rev. storm sewer (No ROW change) BDL mm/dd/yyXXXXXXXX XXX mm/dd/yyXXXXXXXX XXX OT Room 317 W O O L P E R T Project Number: C 702-278 Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 Eagle Count Ea le CO (303) 925 -Il PHONE 9 Yr 9 r Region 3 JEM (303) 925-1401 FAX 1Pro de: Lost Mod.Date Subset Sheet No. 16594 01-29-2013 7.02 of 7.06 7.0 C 6+20.68 I'":: LOT 7 BLOCK 1 W_ o I I Section 32, Tract 68 EBY' CREEK 2046 f SUBDIVISION ="o 1 _ ! I5' UTILITY AND DRAINAGE .. I Z I t ii " S1 04 11 E I EASEMENT BK. 244, PG. 762 - .0 h OfO0 s i :' 15' UTILITY EASEMENT T. 4 S. R. 84 W. REC. NO. 140925rim. 25.00' ry REC No. 140925 �- lC/Y'�ASEME _ E 1 ._...., 110 C7 Sixth P.M. REC N0.140925 _ 'V 4 �f o o POB TE -105A 1 1 Parkin D , 9 , # I I trainer No. 1 Tract 45 bears �- 46 34 O I S60° 39-05't 58.6 feet , ..�� _ 2047 LOT 2 O o „E _ L`.._ EAGLE INTERCHANGE SOUTH 5g'A9 REC. N0. 700877 0, y _ 3 Section 33, Tract 68 I I 2045 _ T. 4 S. R. 84 W. 585 9'4 ' E 105A Sixth P.M. 0 5.27' AD UNIDN PACIFIC RAILRDAD -- - `� - 2048 PACIFIC RAILRO E -105A 25'HOLY CROSS RIGHT -439 st .„m _- -- - < EASEMENT .gK 4p7, PG. a3y - =' _ 5+00 I OMAHA, DOUGLAS STREET- _ _ - UNION DMAHA, NE 68179 gK.24a,PG.762 _--- - �- ORp1N�E ,y UTIL _ _ ITY Y i ,'-, -WA t T 't : H . -- , :. 1G ,_t, �h.wT-; a a- f•�12.63, , fTl ;"i .•_ MANO ROAO R EAS3EN T 69) NOGAL RO (PLA N T T PACIFIC RAILROAD I � _ -_ _ NI I t, I ENS REG_N-9269 ,. U � ' t _ L 11 � .5 p 4:+00 D D --- �; _ z oba Gate / �� Ci ILJ i 0o LOFTS ON ro ' • EAGLE RIVER ,.. N M NIUMS - LOT 1 o h 2 _ r NOCK SUBDIVISION I REC. NO. 708452 _._..........._ I q 1 I r� Section 32, Tract 45 s T. 4 S. R. 84 W. I 11 n I R _ _.__._ .__ ,._ °' x._._.__25 s�K�1"-50'1a°' _ ( 76 76.._ E Sixth P.M. -� � ---- R � +4 '9 P I I R ,. i yE I I ' CONDOMINIUMS TRACT --�_ LOFTS EA RIVER Flood Plain - :i ' i 7=1- Boundary �"� I EAGLE RIVER i 12+0 Flood Oda y E EAGLE RIVER TABULATION OF TEMPORARY EASEMENT POINTS TO BE STAKED Point No. Northing(sft) Easling(stt) Description Station Offset 2004 122425.13 120598.01 TE Marker 9+20.67 181:21 2005 122407,08 120576,77 TE Marker 9+11.04 155.06 2006 2007 12235161 122191.35 120535,63 120441.27 TE Marker TE Marker 8+75,00 7+66.46 98,02 59.00 2008 122234.09 120408.54 TE Marker 8+14.96 -64,74 2009 122272.50 120370,71- TE Marker 8+55.64 -84,74 2010 122277,44 120360.96 TE Marker 8+63.63 -92.19 2012 122264,91 120269.30 TE Marker 8+83.43 -182,57 2013 1 122246-00 120262.24 TE Marker 8+68.10 -19571 2014 122267.49 120252.39 TE Marker 8+91.67 -197.55 2015 2016 2017 122517,10 122509,11 122562,79 120477,36 120491,60 120553.88 TE Marker TE Marker TE Marker 10+40.06 10+26.82 10+48.82 107.28 116,84 195,92 2018 122541,31 120572.40 TE Marker 10+22.09 203.69 2019 122608.83 12038519 TE Marker 11+32.50 85.75 2020 122627,88 120407.30 TE Marker 11+29,57 114.71 2021 122620.32 12041184 TE Marker 11+21.37 113.74 2022 122603,76 120394.71 TE Marker 11+22.87 88,54 2023 12233827 120203.37 TE Marker 9+92,91 -216.50 2024 122350,88 120195.25 TE Marker 10+07.77 -218:57 2025 122411,01 120288.65 TE Marker 10+23.09 -108,54 2026 122439,71 120302.80 TE Market 10+43.18 -83,65 2027 122647,91 120354.04 TE Marker 11+82.05 92,74 2029 122665.68 120374.57 TE Marker 11+79.31 119,76 2030 2031 122658,12 122640,20 120381,12 120360.42 TE Marker TE Marker 11+69.36 11+72.12 118.75 91.51 COUNTY SURVEYOR'S CERTIFICATE Deposited this J_ day of , 20 at &m. in Booe%. of the Eagle County Surveyor's Land Survey Plats/Rights- of-Way Surveys at Page=. This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. Sheet Revisions Sheet Revisions Sheet Revisions %A# Right of Wo Plans Colorado Department of Transportation Pion Sheet Date Description Initials Date Description Initials Date Description Initials " 222 South 6th Street 01/29/13 Rev. storm sewer (No ROW change) BDL mm/dd/yyXXXXXXXX XXX mm/dd/yyXXXXXXXX XXX OT Room 317 W O O L P E R T Project Number: C 702-278 Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 Eagle Count Ea le CO (303) 925 -Il PHONE 9 Yr 9 r Region 3 JEM (303) 925-1401 FAX 1Pro de: Lost Mod.Date Subset Sheet No. 16594 01-29-2013 7.02 of 7.06 7.0 C 6+20.68 I'":: LOT 7 BLOCK 1 W_ o I I Section 32, Tract 68 EBY' CREEK 2046 f SUBDIVISION ="o 1 _ ! I5' UTILITY AND DRAINAGE .. I Z I t ii " S1 04 11 E I EASEMENT BK. 244, PG. 762 - .0 h OfO0 s i :' 15' UTILITY EASEMENT T. 4 S. R. 84 W. REC. NO. 140925rim. 25.00' ry REC No. 140925 �- lC/Y'�ASEME _ E 1 ._...., 110 C7 Sixth P.M. REC N0.140925 _ 'V 4 �f o o POB TE -105A 1 1 Parkin D , 9 , # I I trainer No. 1 Tract 45 bears �- 46 34 O I S60° 39-05't 58.6 feet , ..�� _ 2047 LOT 2 O o „E _ L`.._ EAGLE INTERCHANGE SOUTH 5g'A9 REC. N0. 700877 0, y _ 3 Section 33, Tract 68 I I 2045 _ T. 4 S. R. 84 W. 585 9'4 ' E 105A Sixth P.M. 0 5.27' AD UNIDN PACIFIC RAILRDAD -- - `� - 2048 PACIFIC RAILRO E -105A 25'HOLY CROSS RIGHT -439 st .„m _- -- - < EASEMENT .gK 4p7, PG. a3y - =' _ 5+00 I OMAHA, DOUGLAS STREET- _ _ - UNION DMAHA, NE 68179 gK.24a,PG.762 _--- - �- ORp1N�E ,y UTIL _ _ ITY Y i ,'-, -WA t T 't : H . -- , :. 1G ,_t, �h.wT-; a a- f•�12.63, , fTl ;"i .•_ MANO ROAO R EAS3EN T 69) NOGAL RO (PLA N T T PACIFIC RAILROAD I � _ -_ _ NI I t, I ENS REG_N-9269 ,. U � ' t _ L 11 � .5 p 4:+00 D D --- �; _ z oba Gate / �� Ci ILJ i 0o LOFTS ON ro ' • EAGLE RIVER ,.. N M NIUMS - LOT 1 o h 2 _ r NOCK SUBDIVISION I REC. NO. 708452 _._..........._ I q 1 I r� Section 32, Tract 45 s T. 4 S. R. 84 W. I 11 n I R _ _.__._ .__ ,._ °' x._._.__25 s�K�1"-50'1a°' _ ( 76 76.._ E Sixth P.M. -� � ---- R � +4 '9 P I I R ,. i yE I I ' CONDOMINIUMS TRACT --�_ LOFTS EA RIVER Flood Plain - :i ' i 7=1- Boundary �"� I EAGLE RIVER i 12+0 Flood Oda y E EAGLE RIVER TABULATION OF TEMPORARY EASEMENT POINTS TO BE STAKED Point No. Northing(sft) Easting(sft) Description Station offset 2032 2033 123045,98 123034,55 119809.54 119819,41 TE Marker TE Marker 18+39.82 18+15.75 -102.44 -99.88 2034 123026.08 119806.91 TE Marker 18+14.25 -114.91 2035 123381.59 119770,49 TE Marker 21+32.62 106,38 2036 123399.91 119798.11 TE Marker 21+27.64 139-14 2037 2038 123379.08 123360.76 119811,93 119784,31 TE Marker TE Marker 21+02,92 21+07.90 135.38 10162 2039 123353.88 119774.83 TE Marker 21+09.18 90.98 2040 123322.78 119768.67 TE Marker 20+90.28 65,51 2041 123430.28 119694,87 TE Marker 22+08.82 88.27 2042 123433.63 119698.68 TE Marker 22+08.11 9129 2043 123478.71 119780.99 TE Marker 21+75.05 181,12 2044 1.23437,12 119718.31 TE Marker 21+95.50 108,73 2045 122043,19 120666.36 TE Marker 5+31,50 74,41 2046 1122221,92 120963,01 TE Marker 5+80,02 417.33 2047 2048 122200.51 122019,88 120975.91 120676,12 TE Marker TE Marker 5+55-27 5+06.24 420.84 74.29 2049 122481.28 120249.74 TE Marker 11+43.60 -100.05 2050 122507,26 120233.00 TE Marker 11+73.60 -92.62 2051 12251&,82 120247.85 Tl Marker 11+69.36 -75,48 02 2 5 1 2254&.70 120223,58 TE Marker + 12 07,51 _ 70.40 2053 2054 122509,82 122539.25 12016&,31 120147.36 TE Marker TE Marker 12+21.72 12+42.39 -136.56 -130,46 2055 122581.69 120213.28 TE Marker 12+34.76 52.84 2056 122566.18 120226.68 TE Marker 12+18.61 -54.10 2057 123307.37 119583.76 TE Marker 22+12:98 -77.37 2058 123243.64 119638.81` TE Marker 21+18.88 -83.84 2059 123215.86 119606.65 TE Marker 21+19.91 _12632 2060 2061 123312,29 123329,49 119546,89 119561.34 TE Marker TE Marker 22+61,75 22+57.93 -95,86 -7172 2065 122285,86 120315,06 TE Marker 8+87,34 -132,39 2066 122436.56 120588,30 TE Marker 9+34.75 176.03 2070 122505.71 120464,20 TE Marker 10+35,25 90,55 2071 122522,32 120449:44 TE Marker 10+54,08 84,25 2072 2073 122530,36 122574,42 120458-50 120429,08 TE Marker TE Marker 10+56.20 10+92.13 95,97 94,61 2074 122567,76 120420.84 TE Marker 10+91.92 84,02 3000 122887.62 120398,20 TE Marker 13+62,95 270.05 3001 122877.22 120409,01 1 TE Marker 13+48.13 272,38 3002 3003 122946.11 122957,51 120475,27 120465,43 TE Marker TE Marker 13+62,99 13.78.02 366.80 365.84 COUNTY SURVEYOR'S CERTIFICATE Deposited this J_ day of , 20 at &m. in Booe%. of the Eagle County Surveyor's Land Survey Plats/Rights- of-Way Surveys at Page=. This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. Sheet Revisions Sheet Revisions Sheet Revisions %A# Right of Wo Plans Colorado Department of Transportation Pion Sheet Date Description Initials Date Description Initials Date Description Initials " 222 South 6th Street 01/29/13 Rev. storm sewer (No ROW change) BDL mm/dd/yyXXXXXXXX XXX mm/dd/yyXXXXXXXX XXX OT Room 317 W O O L P E R T Project Number: C 702-278 Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 Eagle Count Ea le CO (303) 925 -Il PHONE 9 Yr 9 r Region 3 JEM (303) 925-1401 FAX 1Pro de: Lost Mod.Date Subset Sheet No. 16594 01-29-2013 7.02 of 7.06 7.0 C 6+20.68 I'":: LOT 7 BLOCK 1 W_ o I I Section 32, Tract 68 EBY' CREEK 2046 f SUBDIVISION ="o 1 _ ! I5' UTILITY AND DRAINAGE .. I Z I t ii " S1 04 11 E I EASEMENT BK. 244, PG. 762 - .0 h OfO0 s i :' 15' UTILITY EASEMENT T. 4 S. R. 84 W. REC. NO. 140925rim. 25.00' ry REC No. 140925 �- lC/Y'�ASEME _ E 1 ._...., 110 C7 Sixth P.M. REC N0.140925 _ 'V 4 �f o o POB TE -105A 1 1 Parkin D , 9 , # I I trainer No. 1 Tract 45 bears �- 46 34 O I S60° 39-05't 58.6 feet , ..�� _ 2047 LOT 2 O o „E _ L`.._ EAGLE INTERCHANGE SOUTH 5g'A9 REC. N0. 700877 0, y _ 3 Section 33, Tract 68 I I 2045 _ T. 4 S. R. 84 W. 585 9'4 ' E 105A Sixth P.M. 0 5.27' AD UNIDN PACIFIC RAILRDAD -- - `� - 2048 PACIFIC RAILRO E -105A 25'HOLY CROSS RIGHT -439 st .„m _- -- - < EASEMENT .gK 4p7, PG. a3y - =' _ 5+00 I OMAHA, DOUGLAS STREET- _ _ - UNION DMAHA, NE 68179 gK.24a,PG.762 _--- - �- ORp1N�E ,y UTIL _ _ ITY Y i ,'-, -WA t T 't : H . -- , :. 1G ,_t, �h.wT-; a a- f•�12.63, , fTl ;"i .•_ MANO ROAO R EAS3EN T 69) NOGAL RO (PLA N T T PACIFIC RAILROAD I � _ -_ _ NI I t, I ENS REG_N-9269 ,. U � ' t _ L 11 � .5 p 4:+00 D D --- �; _ z oba Gate / �� Ci ILJ i 0o LOFTS ON ro ' • EAGLE RIVER ,.. N M NIUMS - LOT 1 o h 2 _ r NOCK SUBDIVISION I REC. NO. 708452 _._..........._ I q 1 I r� Section 32, Tract 45 s T. 4 S. R. 84 W. I 11 n I R _ _.__._ .__ ,._ °' x._._.__25 s�K�1"-50'1a°' _ ( 76 76.._ E Sixth P.M. -� � ---- R � +4 '9 P I I R ,. i yE I I ' CONDOMINIUMS TRACT --�_ LOFTS EA RIVER Flood Plain - :i ' i 7=1- Boundary �"� I EAGLE RIVER i 12+0 Flood Oda y E EAGLE RIVER