Loading...
HomeMy WebLinkAboutLand Surveys - Legal Description - 10/22/2025 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025 S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docxSHEET 1 OF 6 LEGAL DESCRIPTION: (OVERALL) TWO PARCELS OF LAND BEING ALL OF LOTS 1-5 AND OUTLOT C, PARKVIEW P.L.D. 05-S2523, AS RECORDED UNDER RECEPTION NO. 20220059051 IN THE RECORDS OF THE LARIMER COUNTY CLERK AND RECORDER, TOGETHER WITH A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: THE SOUTH LINE OF THE EAST HALF OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M. BEING MONUMENTED BY A 2-1/2" ALUMINUM CAP STAMPED "LS 23503" AT THE WEST END AND A 2-1/2" ALUMINUM CAP STAMPED "LS 22573" AT THE EAST END, SAID LINE BEING ASSUMED TO BEAR S89°11'21"E. PARCEL 1: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 1,978.18 FEET, TO THE NORTHEAST CORNER OF THAT PROPERTY RECORDED UNDER RECEPTION NO. 97039686 IN THE RECORDS OF THE LARIMER COUNTY CLERK AND RECORDER; THENCE ON THE NORTHERLY LINE OF SAID PROPERTY, N89°11'21"W A DISTANCE OF 250.00 FEET, TO THE NORTHWEST CORNER OF SAID PROPERTY; THENCE ON THE WESTERLY LINE OF SAID PROPERTY, S00°10'34"W A DISTANCE OF 620.00 FEET, TO THE SOUTHWEST CORNER OF SAID PROPERTY, ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 341.48 FEET, TO A POINT OF NON- TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING THIRTY-SEVEN (37) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N06°19'53"E, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 48°41'45" AND AN ARC LENGTH OF 184.43 FEET, TO A POINT OF TANGENT; 2. N34°58'22"W A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 25°29'51" AND AN ARC LENGTH OF 125.94 FEET, TO A POINT OF REVERSE CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 09°31'31" AND AN ARC LENGTH OF 3.32 FEET, TO A POINT OF TANGENT; 5. N50°56'41"W A DISTANCE OF 28.81 FEET, TO A POINT OF CURVE; 6. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 17°32'15" AND AN ARC LENGTH OF 8.88 FEET, TO A POINT OF COMPOUND CURVE; 7. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 291.00 FEET, A CENTRAL ANGLE OF 09°27'22" AND AN ARC LENGTH OF 48.03 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 541.00 FEET, A CENTRAL ANGLE OF 05°46'51" AND AN ARC LENGTH OF 54.58 FEET, TO A POINT OF REVERSE CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET, A CENTRAL ANGLE OF 62°31'40" AND AN ARC LENGTH OF 53.47 FEET, TO A POINT OF TANGENT; 10. N21°11'28"W A DISTANCE OF 91.99 FEET, TO A POINT OF CURVE; 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 179.00 FEET, A CENTRAL ANGLE OF 01°22'20" AND AN ARC LENGTH OF 4.29 FEET, TO A POINT OF TANGENT; 12. N19°49'08"W A DISTANCE OF 108.53 FEET, TO A POINT OF CURVE; 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docx SHEET 2 OF 7 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 129.00 FEET, A CENTRAL ANGLE OF 08°04'32" AND AN ARC LENGTH OF 18.18 FEET, TO A POINT OF REVERSE CURVE; 14. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 03°07'00" AND AN ARC LENGTH OF 1.09 FEET, TO A POINT OF TANGENT; 15. N14°51'36"W A DISTANCE OF 84.36 FEET; 16. N13°42'52"W A DISTANCE OF 50.01 FEET; 17. N14°51'36"W A DISTANCE OF 50.10 FEET, TO A POINT OF NON-TANGENT CURVE; 18. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS S75°31'34"W, HAVING A RADIUS OF 108.19 FEET, A CENTRAL ANGLE OF 10°37'19" AND AN ARC LENGTH OF 20.06 FEET, TO A POINT OF NON-TANGENT; 19. N24°42'34"W A DISTANCE OF 43.84 FEET, TO A POINT OF CURVE; 20. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°47'15" AND AN ARC LENGTH OF 17.28 FEET, TO A POINT OF COMPOUND CURVE; 21. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 1,033.00 FEET, A CENTRAL ANGLE OF 09°59'32" AND AN ARC LENGTH OF 180.15 FEET, TO A POINT OF COMPOUND CURVE; 22. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 09°33'20" AND AN ARC LENGTH OF 22.35 FEET, TO A POINT OF TANGENT; 23. N06°37'34"E A DISTANCE OF 78.77 FEET, TO A POINT OF CURVE; 24. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°23'15" AND AN ARC LENGTH OF 18.51 FEET, TO A POINT OF TANGENT; 25. N00°14'19"E A DISTANCE OF 102.11 FEET, TO A POINT OF CURVE; 26. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 09°54'53" AND AN ARC LENGTH OF 20.07 FEET, TO A POINT OF TANGENT; 27. N09°40'35"W A DISTANCE OF 52.35 FEET, TO A POINT OF CURVE; 28. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 09°54'53" AND AN ARC LENGTH OF 14.54 FEET, TO A POINT OF TANGENT; 29. N00°14'19"E A DISTANCE OF 182.11 FEET, TO A POINT OF CURVE; 30. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 15.66 FEET, TO A POINT OF TANGENT; 31. N06°56'01"E A DISTANCE OF 85.38 FEET, TO A POINT OF CURVE; 32. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 19.40 FEET, TO A POINT OF TANGENT; 33. N00°14'19"E A DISTANCE OF 75.11 FEET, TO A POINT OF CURVE; 34. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 22.79 FEET, TO A POINT OF TANGENT; 35. N11°01'07"W A DISTANCE OF 41.76 FEET, TO A POINT OF CURVE; 36. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 16.50 FEET, TO A POINT OF TANGENT; 37. N00°14'19"E A DISTANCE OF 827.07 FEET, TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON SAID NORTH LINE, S88°55'11"E A DISTANCE OF 1,281.26 FEET, TO THE POINT OF BEGINNING. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docx SHEET 3 OF 7 PARCEL 2: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 1, BEING LOCATED ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 161.99 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 417.78 FEET TO A POINT OF NON-TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING SIXTEEN (16) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N61°24'47"E, HAVING A RADIUS OF 30.51 FEET, A CENTRAL ANGLE OF 28°12'43" AND AN ARC LENGTH OF 15.02 FEET, TO A POINT OF NON-TANGENT; 2. N00°14'19"E A DISTANCE OF 11.14 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 517.00 FEET, A CENTRAL ANGLE OF 05°14'12" AND AN ARC LENGTH OF 47.25 FEET, TO A POINT OF NON-TANGENT CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N85°08'49"E, HAVING A RADIUS OF 10.12 FEET, A CENTRAL ANGLE OF 38°04'04" AND AN ARC LENGTH OF 6.73 FEET, TO A POINT OF NON-TANGENT CURVE; 5. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS N60°14'45"W, HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 35°00'00" AND AN ARC LENGTH OF 6.11 FEET, TO A POINT OF TANGENT; 6. N05°14'45"W A DISTANCE OF 94.32 FEET, TO A POINT OF CURVE; 7. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 79.00 FEET, A CENTRAL ANGLE OF 50°07'19" AND AN ARC LENGTH OF 69.11 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 54.00 FEET, A CENTRAL ANGLE OF 43°02'58" AND AN ARC LENGTH OF 40.57 FEET, TO A POINT OF COMPOUND CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 409.00 FEET, A CENTRAL ANGLE OF 17°14'40" AND AN ARC LENGTH OF 123.10 FEET, TO A POINT OF COMPOUND CURVE; 10. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 189.00 FEET, A CENTRAL ANGLE OF 15°18'19" AND AN ARC LENGTH OF 50.49 FEET, TO A POINT OF REVERSE CURVE; 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 07°34'05" AND AN ARC LENGTH OF 3.83 FEET, TO A POINT OF TANGENT; 12. S67°05'34"E A DISTANCE OF 29.69 FEET, TO A POINT OF CURVE; 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 19°54'23" AND AN ARC LENGTH OF 6.95 FEET, TO A POINT OF COMPOUND CURVE; 14. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 12°12'50" AND AN ARC LENGTH OF 46.26 FEET, TO A POINT OF TANGENT; 15. 1S34°58'22"E A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 16. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 13°57'58" AND AN ARC LENGTH OF 68.98 FEET, TO THE POINT OF BEGINNING. CONTAINING A COMBINED CALCULATED AREA OF 3,038,737 SQUARE FEET OR 69.7598 ACRES. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docx SHEET 4 OF 7 LEGAL DESCRIPTION: (GENERAL COMMERCIAL ZONE DISTRICT) (GC) PARCEL 1: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 1823.98 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON THE SAID EAST LINE, S00°10'34"W A DISTANCE OF 154.20 FEET, TO THE NORTHEAST CORNER OF THAT PROPERTY RECORDED UNDER RECEPTION NO. 97039686 IN THE RECORDS OF THE LARIMER COUNTY CLERK AND RECORDER; THENCE ON THE NORTHERLY LINE OF SAID PROPERTY, N89°11'21"W A DISTANCE OF 250.00 FEET, TO THE NORTHWEST CORNER OF SAID PROPERTY; THENCE ON THE WESTERLY LINE OF SAID PROPERTY, S00°10'34"W A DISTANCE OF 620.00 FEET, TO THE SOUTHWEST CORNER OF SAID PROPERTY, ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 341.48 FEET, TO A POINT OF NON- TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING TWENTY-EIGHT (28) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N06°19'53"E, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 48°41'45" AND AN ARC LENGTH OF 184.43 FEET, TO A POINT OF TANGENT; 2. N34°58'22"W A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 25°29'51" AND AN ARC LENGTH OF 125.94 FEET, TO A POINT OF REVERSE CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 09°31'31" AND AN ARC LENGTH OF 3.32 FEET, TO A POINT OF TANGENT; 5. N50°56'41"W A DISTANCE OF 28.81 FEET, TO A POINT OF CURVE; 6. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 17°32'15" AND AN ARC LENGTH OF 8.88 FEET, TO A POINT OF COMPOUND CURVE; 7. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 291.00 FEET, A CENTRAL ANGLE OF 09°27'22" AND AN ARC LENGTH OF 48.03 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 541.00 FEET, A CENTRAL ANGLE OF 05°46'51" AND AN ARC LENGTH OF 54.58 FEET, TO A POINT OF REVERSE CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET, A CENTRAL ANGLE OF 62°31'40" AND AN ARC LENGTH OF 53.47 FEET, TO A POINT OF TANGENT; 10. N21°11'28"W A DISTANCE OF 91.99 FEET, TO A POINT OF CURVE; 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 179.00 FEET, A CENTRAL ANGLE OF 01°22'20" AND AN ARC LENGTH OF 4.29 FEET, TO A POINT OF TANGENT; 12. N19°49'08"W A DISTANCE OF 108.53 FEET, TO A POINT OF CURVE; 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 129.00 FEET, A CENTRAL ANGLE OF 08°04'32" AND AN ARC LENGTH OF 18.18 FEET, TO A POINT OF REVERSE CURVE; 14. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 03°07'00" AND AN ARC LENGTH OF 1.09 FEET, TO A POINT OF TANGENT; 15. N14°51'36"W A DISTANCE OF 84.36 FEET; 16. N13°42'52"W A DISTANCE OF 50.01 FEET; 17. N14°51'36"W A DISTANCE OF 50.10 FEET, TO A POINT OF NON-TANGENT CURVE; 18. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS S75°31'34"W, HAVING A RADIUS OF 108.19 FEET, A CENTRAL ANGLE OF 10°37'19" AND AN ARC LENGTH OF 20.06 FEET, TO A POINT OF NON-TANGENT; 19. N24°42'34"W A DISTANCE OF 43.84 FEET, TO A POINT OF CURVE; 20. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°47'15" AND AN ARC LENGTH OF 17.28 FEET, TO A POINT OF COMPOUND CURVE; 21. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 1,033.00 FEET, A CENTRAL ANGLE OF 09°59'32" AND AN ARC LENGTH OF 180.15 FEET, TO A POINT OF COMPOUND CURVE; 22. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 09°33'20" AND AN ARC LENGTH OF 22.35 FEET, TO A POINT OF TANGENT; 23. N06°37'34"E A DISTANCE OF 78.77 FEET, TO A POINT OF CURVE; 24. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°23'15" AND AN ARC LENGTH OF 18.51 FEET, TO A POINT OF TANGENT; 25. N00°14'19"E A DISTANCE OF 102.11 FEET, TO A POINT OF CURVE; 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docx SHEET 5 OF 7 26. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 09°54'53" AND AN ARC LENGTH OF 20.07 FEET, TO A POINT OF TANGENT; 27. N09°40'35"W A DISTANCE OF 52.35 FEET, TO A POINT OF CURVE; 28. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 05°49'01" AND AN ARC LENGTH OF 8.53 FEET, TO THE NORTHWEST CORNER OF LOT 3, PARKVIEW P.L.D. 05-S2523, AS RECORDED UNDER RECEPTION NO. 20220059051, ALSO BEING THE SOUTHWEST CORNER OF LOT 4, PARKVIEW P.L.D. 05-S2523; THENCE WITH THE NORTHERLY LINE OF SAID LOT 3, ALSO BEING THE SOUTHERLY LINE OF SAID LOT 4, AND THEIR EXTENSIONS, THE FOLLOWING THREE (3) COURSES: 1. S89°45'41"E A DISTANCE OF 109.65 FEET; 2. S66°38'48"E A DISTANCE OF 54.36 FEET; 3. S89°48'33"E A DISTANCE OF 651.11 FEET; THENCE THE FOLLOWING THREE (3) COURSES: 1. S20°31'33"E A DISTANCE OF 341.65 FEET; 2. S06°20'02"E A DISTANCE OF 208.74 FEET; 3. S88°52'10"E A DISTANCE OF 327.17 FEET TO THE POINT OF BEGINNING; CONTAINING A CALCULATED AREA OF 1,092,233 SQUARE FEET OR 25.0742 ACRES. PARCEL 2: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 1, BEING LOCATED ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 161.99 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 417.78 FEET TO A POINT OF NON-TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING SIXTEEN (16) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N61°24'47"E, HAVING A RADIUS OF 30.51 FEET, A CENTRAL ANGLE OF 28°12'43" AND AN ARC LENGTH OF 15.02 FEET, TO A POINT OF NON-TANGENT; 2. N00°14'19"E A DISTANCE OF 11.14 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 517.00 FEET, A CENTRAL ANGLE OF 05°14'12" AND AN ARC LENGTH OF 47.25 FEET, TO A POINT OF NON-TANGENT CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N85°08'49"E, HAVING A RADIUS OF 10.12 FEET, A CENTRAL ANGLE OF 38°04'04" AND AN ARC LENGTH OF 6.73 FEET, TO A POINT OF NON-TANGENT CURVE; 5. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS N60°14'45"W, HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 35°00'00" AND AN ARC LENGTH OF 6.11 FEET, TO A POINT OF TANGENT; 6. N05°14'45"W A DISTANCE OF 94.32 FEET, TO A POINT OF CURVE; 7. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 79.00 FEET, A CENTRAL ANGLE OF 50°07'19" AND AN ARC LENGTH OF 69.11 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 54.00 FEET, A CENTRAL ANGLE OF 43°02'58" AND AN ARC LENGTH OF 40.57 FEET, TO A POINT OF COMPOUND CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 409.00 FEET, A CENTRAL ANGLE OF 17°14'40" AND AN ARC LENGTH OF 123.10 FEET, TO A POINT OF COMPOUND CURVE; 10. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 189.00 FEET, A CENTRAL ANGLE OF 15°18'19" AND AN ARC LENGTH OF 50.49 FEET, TO A POINT OF REVERSE CURVE; 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 07°34'05" AND AN ARC LENGTH OF 3.83 FEET, TO A POINT OF TANGENT; 12. S67°05'34"E A DISTANCE OF 29.69 FEET, TO A POINT OF CURVE; 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 19°54'23" AND AN ARC LENGTH OF 6.95 FEET, TO A POINT OF COMPOUND CURVE; 14. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 12°12'50" AND AN ARC LENGTH OF 46.26 FEET, TO A POINT OF TANGENT; 15. 1S34°58'22"E A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 16. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 13°57'58" AND AN ARC LENGTH OF 68.98 FEET, TO THE POINT OF BEGINNING. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docx SHEET 6 OF 7 CONTAINING A CALCULATED AREA OF 80,517 SQUARE FEET OR 1.8484 ACRES. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docx SHEET 7 OF 7 LEGAL DESCRIPTION: (MEDIUM DENSITY MIXED USE NEIGHBOORHOOD DISTRICT) (MMN) BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 480.06 FEET; THENCE DEPARTING SAID EAST LINE, THE FOLLOWING TEN (10) COURSES; 1. S71°25'00"W A DISTANCE OF 118.86 FEET; 2. S63°34'21"W A DISTANCE OF 363.65 FEET; 3. S47°12'26"W A DISTANCE OF 130.16 FEET; 4. S21°48'49"W A DISTANCE OF 164.88 FEET; 5. S02°05'39"W A DISTANCE OF 106.31 FEET; 6. S26°55'40"E A DISTANCE OF 223.52 FEET; 7. S20°31'33"E A DISTANCE OF 67.57 FEET; 8. N89°48'33"W A DISTANCE OF 651.11 FEET; 9. N66°38'48"W A DISTANCE OF 54.36 FEET; 10. N89°45'41"W A DISTANCE OF 109.65 FEET, TO THE NORTHWEST CORNER OF LOT 3, PARKVIEW P.L.D. 05-S2523, AS RECORDED UNDER RECEPTION NO. 20220059051, ALSO BEING THE SOUTHWEST CORNER OF LOT 4, PARKVIEW P.L.D. 05-S2523, ALSO BEING A POINT OF NON-TANGENT CURVE; THENCE WITH THE WESTERLY LINE OF SAID LOT 4, THE FOLLOWING NINE (9) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N86°08'26"E, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 04°05'53" AND AN ARC LENGTH OF 6.01 FEET, TO A POINT OF TANGENT; 2. N00°14'19"E A DISTANCE OF 182.11 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 15.66 FEET, TO A POINT OF TANGENT; 4. N06°56'01"E A DISTANCE OF 85.38 FEET, TO A POINT OF CURVE; 5. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 19.40 FEET, TO A POINT OF TANGENT; 6. N00°14'19"E A DISTANCE OF 75.11 FEET, TO A POINT OF CURVE; 7. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 22.79 FEET, TO A POINT OF TANGENT; 8. N11°01'07" W A DISTANCE OF 41.76 FEET, TO A POINT OF CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 16.50 FEET, TO A POINT OF TANGENT ON THE WESTERLY LINE OF LOT 5, PEAKVIEW P.L.D. 05- S2523; THENCE WITH SAID WESTERLY LINE, N00°14'19"E A DISTANCE OF 827.07 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON SAID NORTH LINE, S88°55'11"E A DISTANCE OF 1,281.26 FEET, TO THE POINT OF BEGINNING. CONTAINING A CALCULATED AREA OF 1,284,495 SQUARE FEET OR 29.4879 ACRES. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Zone_Peakview Annx No. 2_Rd2.docx SHEET 8 OF 7 LEGAL DESCRIPTION: (INDUSTRIAL ZONE DISTRICT) (I) COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 480.06 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON SAID EAST LINE, S00°10'34"W, A DISTANCE OF 1343.92 FEET; THENCE DEPARTING SAID EAST LINE, THE FOLLOWING NINE (9) COURSES: 1. N88°52'10"W A DISTANCE OF 327.17 FEET; 2. N06°20'02"W A DISTANCE OF 208.74 FEET; 3. N20°31'33"W A DISTANCE OF 409.22 FEET; 4. N26°55'40"W A DISTANCE OF 223.52 FEET; 5. N02°05'39"E A DISTANCE OF 106.31 FEET; 6. N21°48'49"E A DISTANCE OF 164.88 FEET; 7. N47°12'26"E A DISTANCE OF 130.16 FEET; 8. N63°34'21"E A DISTANCE OF 363.65 FEET; 9. N71°25'00"E A DISTANCE OF 118.86 FEET TO THE POINT OF BEGINNING. CONTAINING A CALCULATED AREA OF 581,492 SQUARE FEET OR 13.3492 ACRES. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025 S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_MMN zone_Peakview Annx No. 2_Rd2.docx SHEET 1 OF 1 PROPERTY DESCRIPTION PROPOSED ZONE MMN A PARCEL OF LAND LOCATED IN THE EAST HALF OF SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: THE SOUTH LINE OF THE EAST HALF OF THE SOUTHWEST OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., BEING MONUMENTED BY A 2-1/2" ALUMINUM CAP STAMPED "LS 23503" AT THE WEST END AND A 2-1/2" ALUMINUM CAP STAMPED "LS 22573" AT THE EAST END, SAID LINE BEING ASSUMED TO BEAR S89°11'21"E. BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 480.06 FEET; THENCE DEPARTING SAID EAST LINE, THE FOLLOWING TEN (10) COURSES; 1. S71°25'00"W A DISTANCE OF 118.86 FEET; 2. S63°34'21"W A DISTANCE OF 363.65 FEET; 3. S47°12'26"W A DISTANCE OF 130.16 FEET; 4. S21°48'49"W A DISTANCE OF 164.88 FEET; 5. S02°05'39"W A DISTANCE OF 106.31 FEET; 6. S26°55'40"E A DISTANCE OF 223.52 FEET; 7. S20°31'33"E A DISTANCE OF 67.57 FEET; 8. N89°48'33"W A DISTANCE OF 651.11 FEET; 9. N66°38'48"W A DISTANCE OF 54.36 FEET; 10. N89°45'41"W A DISTANCE OF 109.65 FEET, TO THE NORTHWEST CORNER OF LOT 3, PARKVIEW P.L.D. 05-S2523, AS RECORDED UNDER RECEPTION NO. 20220059051, ALSO BEING THE SOUTHWEST CORNER OF LOT 4, PARKVIEW P.L.D. 05-S2523, ALSO BEING A POINT OF NON-TANGENT CURVE; THENCE WITH THE WESTERLY LINE OF SAID LOT 4, THE FOLLOWING NINE (9) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N86°08'26"E, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 04°05'53" AND AN ARC LENGTH OF 6.01 FEET, TO A POINT OF TANGENT; 2. N00°14'19"E A DISTANCE OF 182.11 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 15.66 FEET, TO A POINT OF TANGENT; 4. N06°56'01"E A DISTANCE OF 85.38 FEET, TO A POINT OF CURVE; 5. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 19.40 FEET, TO A POINT OF TANGENT; 6. N00°14'19"E A DISTANCE OF 75.11 FEET, TO A POINT OF CURVE; 7. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 22.79 FEET, TO A POINT OF TANGENT; 8. N11°01'07" W A DISTANCE OF 41.76 FEET, TO A POINT OF CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 16.50 FEET, TO A POINT OF TANGENT ON THE WESTERLY LINE OF LOT 5, PEAKVIEW P.L.D. 05- S2523; THENCE WITH SAID WESTERLY LINE, N00°14'19"E A DISTANCE OF 827.07 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON SAID NORTH LINE, S88°55'11"E A DISTANCE OF 1,281.26 FEET, TO THE POINT OF BEGINNING. CONTAINING A CALCULATED AREA OF 1,284,495 SQUARE FEET OR 29.4879 ACRES. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025 S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_I zone_Peakview Annx No. 2_Rd2.docx SHEET 1 OF 1 PROPERTY DESCRIPTION PROPOSED ZONE I A PARCEL OF LAND LOCATED IN THE EAST HALF OF SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: THE SOUTH LINE OF THE EAST HALF OF THE SOUTHWEST OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., BEING MONUMENTED BY A 2-1/2" ALUMINUM CAP STAMPED "LS 23503" AT THE WEST END AND A 2-1/2" ALUMINUM CAP STAMPED "LS 22573" AT THE EAST END, SAID LINE BEING ASSUMED TO BEAR S89°11'21"E. COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 480.06 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON SAID EAST LINE, S00°10'34"W, A DISTANCE OF 1343.92 FEET; THENCE DEPARTING SAID EAST LINE, THE FOLLOWING NINE (9) COURSES: 1. N88°52'10"W A DISTANCE OF 327.17 FEET; 2. N06°20'02"W A DISTANCE OF 208.74 FEET; 3. N20°31'33"W A DISTANCE OF 409.22 FEET; 4. N26°55'40"W A DISTANCE OF 223.52 FEET; 5. N02°05'39"E A DISTANCE OF 106.31 FEET; 6. N21°48'49"E A DISTANCE OF 164.88 FEET; 7. N47°12'26"E A DISTANCE OF 130.16 FEET; 8. N63°34'21"E A DISTANCE OF 363.65 FEET; 9. N71°25'00"E A DISTANCE OF 118.86 FEET TO THE POINT OF BEGINNING. CONTAINING A CALCULATED AREA OF 581,492 SQUARE FEET OR 13.3492 ACRES. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025 S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_GC zone_Peakview Annx No. 2_Rd2.docx SHEET 1 OF 2 PROPERTY DESCRIPTION PROPOSED ZONE GC TWO PARCELS OF LAND LOCATED IN THE EAST HALF OF SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: THE SOUTH LINE OF THE EAST HALF OF THE SOUTHWEST OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., BEING MONUMENTED BY A 2-1/2" ALUMINUM CAP STAMPED "LS 23503" AT THE WEST END AND A 2-1/2" ALUMINUM CAP STAMPED "LS 22573" AT THE EAST END, SAID LINE BEING ASSUMED TO BEAR S89°11'21"E. PARCEL 1: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 1823.98 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON THE SAID EAST LINE, S00°10'34"W A DISTANCE OF 154.20 FEET, TO THE NORTHEAST CORNER OF THAT PROPERTY RECORDED UNDER RECEPTION NO. 97039686 IN THE RECORDS OF THE LARIMER COUNTY CLERK AND RECORDER; THENCE ON THE NORTHERLY LINE OF SAID PROPERTY, N89°11'21"W A DISTANCE OF 250.00 FEET, TO THE NORTHWEST CORNER OF SAID PROPERTY; THENCE ON THE WESTERLY LINE OF SAID PROPERTY, S00°10'34"W A DISTANCE OF 620.00 FEET, TO THE SOUTHWEST CORNER OF SAID PROPERTY, ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 341.48 FEET, TO A POINT OF NON- TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING TWENTY-EIGHT (28) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N06°19'53"E, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 48°41'45" AND AN ARC LENGTH OF 184.43 FEET, TO A POINT OF TANGENT; 2. N34°58'22"W A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 25°29'51" AND AN ARC LENGTH OF 125.94 FEET, TO A POINT OF REVERSE CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 09°31'31" AND AN ARC LENGTH OF 3.32 FEET, TO A POINT OF TANGENT; 5. N50°56'41"W A DISTANCE OF 28.81 FEET, TO A POINT OF CURVE; 6. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 17°32'15" AND AN ARC LENGTH OF 8.88 FEET, TO A POINT OF COMPOUND CURVE; 7. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 291.00 FEET, A CENTRAL ANGLE OF 09°27'22" AND AN ARC LENGTH OF 48.03 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 541.00 FEET, A CENTRAL ANGLE OF 05°46'51" AND AN ARC LENGTH OF 54.58 FEET, TO A POINT OF REVERSE CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET, A CENTRAL ANGLE OF 62°31'40" AND AN ARC LENGTH OF 53.47 FEET, TO A POINT OF TANGENT; 10. N21°11'28"W A DISTANCE OF 91.99 FEET, TO A POINT OF CURVE; 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 179.00 FEET, A CENTRAL ANGLE OF 01°22'20" AND AN ARC LENGTH OF 4.29 FEET, TO A POINT OF TANGENT; 12. N19°49'08"W A DISTANCE OF 108.53 FEET, TO A POINT OF CURVE; 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 129.00 FEET, A CENTRAL ANGLE OF 08°04'32" AND AN ARC LENGTH OF 18.18 FEET, TO A POINT OF REVERSE CURVE; 14. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 03°07'00" AND AN ARC LENGTH OF 1.09 FEET, TO A POINT OF TANGENT; 15. N14°51'36"W A DISTANCE OF 84.36 FEET; 16. N13°42'52"W A DISTANCE OF 50.01 FEET; 17. N14°51'36"W A DISTANCE OF 50.10 FEET, TO A POINT OF NON-TANGENT CURVE; 18. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS S75°31'34"W, HAVING A RADIUS OF 108.19 FEET, A CENTRAL ANGLE OF 10°37'19" AND AN ARC LENGTH OF 20.06 FEET, TO A POINT OF NON-TANGENT; 19. N24°42'34"W A DISTANCE OF 43.84 FEET, TO A POINT OF CURVE; 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_GC zone_Peakview Annx No. 2_Rd2.docx SHEET 2 OF 3 20. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°47'15" AND AN ARC LENGTH OF 17.28 FEET, TO A POINT OF COMPOUND CURVE; 21. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 1,033.00 FEET, A CENTRAL ANGLE OF 09°59'32" AND AN ARC LENGTH OF 180.15 FEET, TO A POINT OF COMPOUND CURVE; 22. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 09°33'20" AND AN ARC LENGTH OF 22.35 FEET, TO A POINT OF TANGENT; 23. N06°37'34"E A DISTANCE OF 78.77 FEET, TO A POINT OF CURVE; 24. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°23'15" AND AN ARC LENGTH OF 18.51 FEET, TO A POINT OF TANGENT; 25. N00°14'19"E A DISTANCE OF 102.11 FEET, TO A POINT OF CURVE; 26. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 09°54'53" AND AN ARC LENGTH OF 20.07 FEET, TO A POINT OF TANGENT; 27. N09°40'35"W A DISTANCE OF 52.35 FEET, TO A POINT OF CURVE; 28. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 05°49'01" AND AN ARC LENGTH OF 8.53 FEET, TO THE NORTHWEST CORNER OF LOT 3, PARKVIEW P.L.D. 05-S2523, AS RECORDED UNDER RECEPTION NO. 20220059051, ALSO BEING THE SOUTHWEST CORNER OF LOT 4, PARKVIEW P.L.D. 05-S2523; THENCE WITH THE NORTHERLY LINE OF SAID LOT 3, ALSO BEING THE SOUTHERLY LINE OF SAID LOT 4, AND THEIR EXTENSIONS, THE FOLLOWING THREE (3) COURSES: 1. S89°45'41"E A DISTANCE OF 109.65 FEET; 2. S66°38'48"E A DISTANCE OF 54.36 FEET; 3. S89°48'33"E A DISTANCE OF 651.11 FEET; THENCE THE FOLLOWING THREE (3) COURSES: 1. S20°31'33"E A DISTANCE OF 341.65 FEET; 2. S06°20'02"E A DISTANCE OF 208.74 FEET; 3. S88°52'10"E A DISTANCE OF 327.17 FEET TO THE POINT OF BEGINNING; CONTAINING A CALCULATED AREA OF 1,092,233 SQUARE FEET OR 25.0742 ACRES. PARCEL 2: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 1, BEING LOCATED ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 161.99 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 417.78 FEET TO A POINT OF NON-TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING SIXTEEN (16) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N61°24'47"E, HAVING A RADIUS OF 30.51 FEET, A CENTRAL ANGLE OF 28°12'43" AND AN ARC LENGTH OF 15.02 FEET, TO A POINT OF NON-TANGENT; 2. N00°14'19"E A DISTANCE OF 11.14 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 517.00 FEET, A CENTRAL ANGLE OF 05°14'12" AND AN ARC LENGTH OF 47.25 FEET, TO A POINT OF NON-TANGENT CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N85°08'49"E, HAVING A RADIUS OF 10.12 FEET, A CENTRAL ANGLE OF 38°04'04" AND AN ARC LENGTH OF 6.73 FEET, TO A POINT OF NON-TANGENT CURVE; 5. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS N60°14'45"W, HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 35°00'00" AND AN ARC LENGTH OF 6.11 FEET, TO A POINT OF TANGENT; 6. N05°14'45"W A DISTANCE OF 94.32 FEET, TO A POINT OF CURVE; 7. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 79.00 FEET, A CENTRAL ANGLE OF 50°07'19" AND AN ARC LENGTH OF 69.11 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 54.00 FEET, A CENTRAL ANGLE OF 43°02'58" AND AN ARC LENGTH OF 40.57 FEET, TO A POINT OF COMPOUND CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 409.00 FEET, A CENTRAL ANGLE OF 17°14'40" AND AN ARC LENGTH OF 123.10 FEET, TO A POINT OF COMPOUND CURVE; 10. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 189.00 FEET, A CENTRAL ANGLE OF 15°18'19" AND AN ARC LENGTH OF 50.49 FEET, TO A POINT OF REVERSE CURVE; 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_GC zone_Peakview Annx No. 2_Rd2.docx SHEET 3 OF 3 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 07°34'05" AND AN ARC LENGTH OF 3.83 FEET, TO A POINT OF TANGENT; 12. S67°05'34"E A DISTANCE OF 29.69 FEET, TO A POINT OF CURVE; 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 19°54'23" AND AN ARC LENGTH OF 6.95 FEET, TO A POINT OF COMPOUND CURVE; 14. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 12°12'50" AND AN ARC LENGTH OF 46.26 FEET, TO A POINT OF TANGENT; 15. 1S34°58'22"E A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 16. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 13°57'58" AND AN ARC LENGTH OF 68.98 FEET, TO THE POINT OF BEGINNING. CONTAINING A CALCULATED AREA OF 80,517 SQUARE FEET OR 1.8484 ACRES. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025 S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Anx_Peakview Annx No. 2_Rd2.docxSHEET 1 OF 3 PROPERTY DESCRIPTION TWO PARCELS OF LAND BEING ALL OF LOTS 1-5 AND OUTLOT C, PARKVIEW P.L.D. 05-S2523, AS RECORDED UNDER RECEPTION NO. 20220059051 IN THE RECORDS OF THE LARIMER COUNTY CLERK AND RECORDER, TOGETHER WITH A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: THE SOUTH LINE OF THE EAST HALF OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M. BEING MONUMENTED BY A 2-1/2" ALUMINUM CAP STAMPED "LS 23503" AT THE WEST END AND A 2-1/2" ALUMINUM CAP STAMPED "LS 22573" AT THE EAST END, SAID LINE BEING ASSUMED TO BEAR S89°11'21"E. PARCEL 1: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, S00°10'34"W A DISTANCE OF 1,978.18 FEET, TO THE NORTHEAST CORNER OF THAT PROPERTY RECORDED UNDER RECEPTION NO. 97039686 IN THE RECORDS OF THE LARIMER COUNTY CLERK AND RECORDER; THENCE ON THE NORTHERLY LINE OF SAID PROPERTY, N89°11'21"W A DISTANCE OF 250.00 FEET, TO THE NORTHWEST CORNER OF SAID PROPERTY; THENCE ON THE WESTERLY LINE OF SAID PROPERTY, S00°10'34"W A DISTANCE OF 620.00 FEET, TO THE SOUTHWEST CORNER OF SAID PROPERTY, ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 341.48 FEET, TO A POINT OF NON- TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING THIRTY-SEVEN (37) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N06°19'53"E, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 48°41'45" AND AN ARC LENGTH OF 184.43 FEET, TO A POINT OF TANGENT; 2. N34°58'22"W A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 25°29'51" AND AN ARC LENGTH OF 125.94 FEET, TO A POINT OF REVERSE CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 09°31'31" AND AN ARC LENGTH OF 3.32 FEET, TO A POINT OF TANGENT; 5. N50°56'41"W A DISTANCE OF 28.81 FEET, TO A POINT OF CURVE; 6. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 17°32'15" AND AN ARC LENGTH OF 8.88 FEET, TO A POINT OF COMPOUND CURVE; 7. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 291.00 FEET, A CENTRAL ANGLE OF 09°27'22" AND AN ARC LENGTH OF 48.03 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 541.00 FEET, A CENTRAL ANGLE OF 05°46'51" AND AN ARC LENGTH OF 54.58 FEET, TO A POINT OF REVERSE CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET, A CENTRAL ANGLE OF 62°31'40" AND AN ARC LENGTH OF 53.47 FEET, TO A POINT OF TANGENT; 10. N21°11'28"W A DISTANCE OF 91.99 FEET, TO A POINT OF CURVE; 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 179.00 FEET, A CENTRAL ANGLE OF 01°22'20" AND AN ARC LENGTH OF 4.29 FEET, TO A POINT OF TANGENT; 12. N19°49'08"W A DISTANCE OF 108.53 FEET, TO A POINT OF CURVE; 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Anx_Peakview Annx No. 2_Rd2.docx SHEET 2 OF 3 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 129.00 FEET, A CENTRAL ANGLE OF 08°04'32" AND AN ARC LENGTH OF 18.18 FEET, TO A POINT OF REVERSE CURVE; 14. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 03°07'00" AND AN ARC LENGTH OF 1.09 FEET, TO A POINT OF TANGENT; 15. N14°51'36"W A DISTANCE OF 84.36 FEET; 16. N13°42'52"W A DISTANCE OF 50.01 FEET; 17. N14°51'36"W A DISTANCE OF 50.10 FEET, TO A POINT OF NON-TANGENT CURVE; 18. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS S75°31'34"W, HAVING A RADIUS OF 108.19 FEET, A CENTRAL ANGLE OF 10°37'19" AND AN ARC LENGTH OF 20.06 FEET, TO A POINT OF NON-TANGENT; 19. N24°42'34"W A DISTANCE OF 43.84 FEET, TO A POINT OF CURVE; 20. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°47'15" AND AN ARC LENGTH OF 17.28 FEET, TO A POINT OF COMPOUND CURVE; 21. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 1,033.00 FEET, A CENTRAL ANGLE OF 09°59'32" AND AN ARC LENGTH OF 180.15 FEET, TO A POINT OF COMPOUND CURVE; 22. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 09°33'20" AND AN ARC LENGTH OF 22.35 FEET, TO A POINT OF TANGENT; 23. N06°37'34"E A DISTANCE OF 78.77 FEET, TO A POINT OF CURVE; 24. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°23'15" AND AN ARC LENGTH OF 18.51 FEET, TO A POINT OF TANGENT; 25. N00°14'19"E A DISTANCE OF 102.11 FEET, TO A POINT OF CURVE; 26. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 09°54'53" AND AN ARC LENGTH OF 20.07 FEET, TO A POINT OF TANGENT; 27. N09°40'35"W A DISTANCE OF 52.35 FEET, TO A POINT OF CURVE; 28. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 09°54'53" AND AN ARC LENGTH OF 14.54 FEET, TO A POINT OF TANGENT; 29. N00°14'19"E A DISTANCE OF 182.11 FEET, TO A POINT OF CURVE; 30. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 134.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 15.66 FEET, TO A POINT OF TANGENT; 31. N06°56'01"E A DISTANCE OF 85.38 FEET, TO A POINT OF CURVE; 32. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, A CENTRAL ANGLE OF 06°41'42" AND AN ARC LENGTH OF 19.40 FEET, TO A POINT OF TANGENT; 33. N00°14'19"E A DISTANCE OF 75.11 FEET, TO A POINT OF CURVE; 34. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 116.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 22.79 FEET, TO A POINT OF TANGENT; 35. N11°01'07"W A DISTANCE OF 41.76 FEET, TO A POINT OF CURVE; 36. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 11°15'25" AND AN ARC LENGTH OF 16.50 FEET, TO A POINT OF TANGENT; 37. N00°14'19"E A DISTANCE OF 827.07 FEET, TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9; THENCE ON SAID NORTH LINE, S88°55'11"E A DISTANCE OF 1,281.26 FEET, TO THE POINT OF BEGINNING. 7200 S Alton Way, Suite C400, Centennial, CO 80112 303-740-9393 • Fax: 303-721-9019 • www.jrengineering.com 10/22/2025S:\CDNS\Planning\Project Submittal Documents\Peakview\0_Peakview ANX 2\5_Submittal\Round_2\3_Legal_Anx_Peakview Annx No. 2_Rd2.docx SHEET 3 OF 3 PARCEL 2: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 1, BEING LOCATED ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MULBERRY STREET; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 161.99 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ON SAID NORTHERLY RIGHT-OF-WAY LINE, N89°11'21"W A DISTANCE OF 417.78 FEET TO A POINT OF NON-TANGENT CURVE; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING SIXTEEN (16) COURSES: 1. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N61°24'47"E, HAVING A RADIUS OF 30.51 FEET, A CENTRAL ANGLE OF 28°12'43" AND AN ARC LENGTH OF 15.02 FEET, TO A POINT OF NON-TANGENT; 2. N00°14'19"E A DISTANCE OF 11.14 FEET, TO A POINT OF CURVE; 3. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 517.00 FEET, A CENTRAL ANGLE OF 05°14'12" AND AN ARC LENGTH OF 47.25 FEET, TO A POINT OF NON-TANGENT CURVE; 4. ON THE ARC OF A CURVE TO THE RIGHT WHOSE CENTER BEARS N85°08'49"E, HAVING A RADIUS OF 10.12 FEET, A CENTRAL ANGLE OF 38°04'04" AND AN ARC LENGTH OF 6.73 FEET, TO A POINT OF NON-TANGENT CURVE; 5. ON THE ARC OF A CURVE TO THE LEFT WHOSE CENTER BEARS N60°14'45"W, HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 35°00'00" AND AN ARC LENGTH OF 6.11 FEET, TO A POINT OF TANGENT; 6. N05°14'45"W A DISTANCE OF 94.32 FEET, TO A POINT OF CURVE; 7. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 79.00 FEET, A CENTRAL ANGLE OF 50°07'19" AND AN ARC LENGTH OF 69.11 FEET, TO A POINT OF COMPOUND CURVE; 8. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 54.00 FEET, A CENTRAL ANGLE OF 43°02'58" AND AN ARC LENGTH OF 40.57 FEET, TO A POINT OF COMPOUND CURVE; 9. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 409.00 FEET, A CENTRAL ANGLE OF 17°14'40" AND AN ARC LENGTH OF 123.10 FEET, TO A POINT OF COMPOUND CURVE; 10. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 189.00 FEET, A CENTRAL ANGLE OF 15°18'19" AND AN ARC LENGTH OF 50.49 FEET, TO A POINT OF REVERSE CURVE; 11. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 29.00 FEET, A CENTRAL ANGLE OF 07°34'05" AND AN ARC LENGTH OF 3.83 FEET, TO A POINT OF TANGENT; 12. S67°05'34"E A DISTANCE OF 29.69 FEET, TO A POINT OF CURVE; 13. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 19°54'23" AND AN ARC LENGTH OF 6.95 FEET, TO A POINT OF COMPOUND CURVE; 14. ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 217.00 FEET, A CENTRAL ANGLE OF 12°12'50" AND AN ARC LENGTH OF 46.26 FEET, TO A POINT OF TANGENT; 15. 1S34°58'22"E A DISTANCE OF 155.19 FEET, TO A POINT OF CURVE; 16. ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00 FEET, A CENTRAL ANGLE OF 13°57'58" AND AN ARC LENGTH OF 68.98 FEET, TO THE POINT OF BEGINNING. CONTAINING A COMBINED CALCULATED AREA OF 3,038,737 SQUARE FEET OR 69.7598 ACRES.