E. 144TH AVE SITE HOLLY STREET NORTH VICINITY MAP SCALE 1''=600

Transcription

1 FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET OF PURPOSE STATEMENT: THIS FILING NO. - ST AMENDMENT PLAT IS INTENDED TO RE-LOT 25 SINGLE FAMILY LOTS IN BLOCKS, 2, 5,,, 8, 9,,,, 5,,, TRACT I TRACT L, AND TRACT AA ON THE PREVIOUSLY RECORDED PLAT ON THIS PROPERTY ( ). LEGAL DESCRIPTION AND DEDICATION: THE UNDERSIGNED, BEING THE OWNERS OF A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: LOTS -23 BLOCK, LOTS -9 BLOCK 2, LOTS -5 BLOCK 5, LOTS - BLOCK, LOTS -28 BLOCK, LOTS - BLOCK 8, LOTS - BLOCK 9, LOTS -8 BLOCK, LOTS -2 BLOCK, LOTS 3-24 BLOCK, LOTS -23 BLOCK 5, LOTS -29 BLOCK, AND LOTS -28 BLOCK, TRACT I, TRACT L, AND TRACT AA, ALL IN FILING NO. ; SAID PARCELS CONTAIN,89,4 SQUARE FEET, OR 43.4 ACRES, MORE OR LESS. HAVE LAID OUT, PLATTED, AND SUBDIVIDED THE ABOVE DESCRIBED LAND UNDER THE NAME OF FILING NO. - ST AMENDMENT, AND HEREBY DEDICATE TO THE CITY OF THORNTON IN FEE SIMPLE THE STREETS AND ALL OTHER PUBLIC WAYS AS SHOWN ON THIS PLAT, AND HEREBY GRANTS TO THE CITY OF THORNTON SUCH EASEMENTS AS ARE CREATED HEREBY AND DEPICTED OR, BY NOTE, REFERENCED HEREON. ALONG WITH THE RIGHT TO CONSTRUCT, MAINTAIN, REPAIR, REPLACE, INSPECT AND OPERATE MAINS, TRANSMISSION, DISTRIBUTION AND SERVICE LINES AND APPURTENANCES OR OTHER IMPROVEMENTS FOR WHICH THE EASEMENTS WERE GRANTED, TOGETHER WITH A RIGHT OF ACCESS, ON, ALONG AND IN ALL OF THE EASEMENTS, EITHER DIRECTLY OR THROUGH THE VARIOUS APPLICABLE SERVICE PROVIDERS AS MAY BE NECESSARY TO ACCOMPLISH THE INTENDED PURPOSES OF THE EASEMENT. UNLESS MORE NARROWLY DEFINED BY NOTE HEREON, UTILITY SHALL MEAN SEWER, WATER, DRAINAGE, ELECTRICITY, GAS, TELEPHONE, CABLE AND OTHER TELECOMMUNICATION FACILITIES. ALL NON-TRIBUTARY AND NOT NON-TRIBUTARY GROUND WATER IS ALSO HEREBY DEDICATED TO THE CITY OF THORNTON. LIENHOLDER THE UNDERSIGNED SUBORDINATES ITS INTEREST IN THE REAL PROPERTY PLATED HEREBY TO THE RIGHTS AND INTERESTS OF THE CITY OF THORNTON FOR SUCH REAL PROPERTY AND ALL INTEREST THEREIN THAT ARE DEDICATED TO THE CITY OF THORNTON. OWNER: KEY BANK NATIONAL ASSOCIATION ) SS COUNTY OF ) BY AS OF KEY BANK NATIONAL ASSOCIATION E. 4TH AVE NORTH HOLLY STREET SITE VICINITY MAP SCALE ''= LAND USE TABLE NET AREA,82,8 SQFT AC. GROSS AREA,82,8 SQFT AC. 25 LOTS,5,9 SQFT AC. MAX LOT SIZE 9,285 SQFT..44 AC. MINIMUM LOT SIZE,294 SQFT.. AC. AVERAGE LOT SIZE 8,25 SQFT..9 AC. 4 TRACTS,2 SQFT 2.8 AC. ATTORNEY'S CERTIFICATE I,, AN ATTORNEY AT LAW DULY LICENSED TO PRACTICE BEFORE THE COURTS OF RECORD OF COLORADO, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE OF ALL LANDS HEREIN ABOVE DEDICATED AND SHOWN UPON THE WITHIN PLAT AS FEE SIMPLE PUBLIC WAYS OR LAND AND THAT TITLE TO SUCH LAND IS THE DEDICATOR'S, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES. EXCEPT AS SHOWN HEREON. DATED THIS, 2. ATTORNEY AT LAW REGISTRATION NO. CITY OF THORNTON APPROVALS APPROVED AS TO FORM BY THE CITY ATTORNEY OF THE CITY OF THORNTON, COLORADO, OR DESIGNEE. SURVEYOR'S CERTIFICATE I, THOMAS D. STAAB, A REGISTERED SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF FILING NO. - ST AMENDMENT PLAT WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION ON THE 3TH AUGUST, 2, AND THAT THE ACCOMPANYING MAP ACCURATELY AND PROPERLY SHOWS SAID SUBDIVISION. SIGNED THIS 2. THOMAS D. STAAB, P.L.S. NO FOR & ON BEHALF OF JANSEN STRAWN CONSULTING ENGINEERS, INC. RECORDER'S CERTIFICATE I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD IN MY OFFICE ON THE, 2, AT O'CLOCK RECEPTION NO. CLERK AND RECORDER DEPUTY.M., OWNER: CARLSON FAMILY TRUST ST STREET EASTLAKE, COLORADO 8 OFFICE: BY AS OF CARLSON FAMILY TRUST 23 CITY ATTORNEY DATE APPROVED BY THE DEVELOPMENT DIRECTOR OF THE CITY OF THORNTON, COLORADO, OR DESIGNEE. DEVELOPMENT DIRECTOR DATE : Job : SHEET OF

2 FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 2 OF OWNER: CLAY F. CARLSON 2 TRUST OWNER: CRAIG L. THORNTON OWNER: LISA J. THORNTON OWNER: STEVEN E. YOUNG 24 ST STREET EASTLAKE, COLORADO 8 OFFICE: ST STREET EASTLAKE, COLORADO 8 OFFICE: ST STREET EASTLAKE, COLORADO 8 OFFICE: ST STREET EASTLAKE, COLORADO 8 OFFICE: BY AS OF CLAY F. CARLSON 2 TRUST BY CRAIG L. THORNTON BY LISA J. THORNTON BY STEVEN E. YOUNG OWNER: LINNEA M. YOUNG OWNER: SCOTT L. CARLSON OWNER: CLAY CARLSON OWNER: KENT CARLSON 24 ST STREET EASTLAKE, COLORADO 8 OFFICE: ST STREET EASTLAKE, COLORADO 8 OFFICE: ST STREET EASTLAKE, COLORADO 8 OFFICE: ST STREET EASTLAKE, COLORADO 8 OFFICE: BY LINNEA M. YOUNG BY SCOTT L. CARLSON BY CLAY CARLSON BY KENT CARLSON : Job : SHEET 2 OF

3 NOTES: FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 3 OF. BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 2, MONUMENTED AT THE WEST ONE-QUARTER CORNER BY A 3-/4" ALUMINUM CAP STANTEC PLS 2344, AND AT THE CENTER ONE-QUARTER CORNER BY A 3-/4" ALUMINUM CAP LS 3, WITH THE LINE BETWEEN THEM ASSUMED TO BEAR NORTH 89 '2" EAST (NAD83). 2. BENCHMARK: ADAMS COUNTY VERTICAL CONTROL POINT NO , LOCATED NORTH 5 4'28" WEST, A DISTANCE OF FEET FROM THE EAST ONE-QUARTER CORNER OF SECTION 9, TOWNSHIP SOUTH, RANGE WEST OF THE TH PRINCIPAL MERIDIAN, COUNTY OF ADAMS, COLORADO. ELEVATION BEING (NAVD 88). 3. THIS PROPERTY IS NOT LOCATED WITHIN THE -YEAR FLOOD PLAIN AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR ADAMS COUNTY COLORADO MAP NUMBER 8 COMMUNITY NUMBER 38H REVISED DATE MARCH 5, NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF CERTIFICATION SHOWN HEREON. UNPLATTED CLAIR D. & MARY E. SEWELL BOOK 2538, PG 424 LOT, WATTENBURG COMPRESSOR STATION TRACT BOOK 3, PAGE 9 NW CORNER NW /4 SEC. 2 FOUND 3" ALUM. CAP ON NO. REBAR IN RANGE BOX STAMPING ILLEGIBLE PARTERRE SUBDIVISION FILING NO NE CORNER NW /4 SEC. 2 FOUND 3-/4" ALUM. CAP ON N.8 REBAR STAMPED "LS 3" NORTH LINE NW /4 SEC. 2 S89 '2"W 2,48.59' 5. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAY AND TITLE OR RECORD, JANSEN STRAWN CONSULTING ENGINEERS, INC. RELIED UPON COMMITMENT FOR TITLE INSURANCE NO. 58-F5222--MAL ISSUED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, HAVING AN EFFECTIVE DATE OF SEPTEMBER, 2 AT : A.M.. BOOK 242 AT PAGE 43 GRANTS AN EASEMENT TO NORTHERN GAS PRODUCTS COMPANY BUT THE DOCUMENT DOES NOT SET FOURTH THE SPECIFIC LOCATION OF THE EASEMENT AND IS NOT PLOTABLE.. ALL LAND USE APPROVALS AND BUILDING PERMITS FOR THE DEVELOPMENT DESCRIBED HEREIN SHALL BE SUBJECT TO REQUIREMENTS INCLUDING BUT NOT LIMITED TO: THE PAYMENT OF IMPACT FEES AND DEVELOPMENT CHARGES, CONCURRENCE MANAGEMENT REQUIREMENTS, MORATORIUMS, BUILDING PERMIT LIMITATIONS, DESIGN STANDARDS, AND OTHER LAND USE AND DEVELOPMENT REQUIREMENTS IN EFFECT AT THE TIME THAT SUCH PROPOSED DEVELOPMENT APPLIES FOR A BUILDING PERMIT. PARTERRE SUBDIVISION FILING NO SIGHT VISIBILITY TRIANGLES SHALL BE IMPOSED ON ALL CORNER LOTS LOCATIONS WITHIN THIS SUBDIVISION. THESE TRIANGLES SHALL CONFORM TO SECTION 8-45 (C) OF THE CITY OF THORNTON DEVELOPMENT CODE, WHICH STATES THAT A PERSON SHALL NOT ERECT, PLACE, OR MAINTAIN A STRUCTURE, BERM, PLANT LIFE, OR ANY OTHER ITEM IF THE ITEM IS BETWEEN 2-2 FEET AND EIGHT FEET IN HEIGHT MEASURED FROM THE TOP OF THE ADJACENT STREET CURB. IF THERE IS NO ADJACENT STREET CURB, THE MEASUREMENT IS TAKEN FROM THE GRADE OF THE PAVED PORTION OF THE STREET ADJACENT TO THE VISIBILITY TRIANGLE. 9. THE ROW LANDSCAPING ALONG COLLECTOR AND ARTERIAL STREETS IS TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THE CITY SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE CONCRETE PORTION OF THE SIDEWALK. THE ADJACENT HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR DAILY MAINTENANCE OF THE LANDSCAPE AND CONCRETE PORTION, INCLUDING THE REMOVAL OF GRAFFITI, SNOW, ICE, SLEET, DEBRIS OR OTHER OBSTRUCTION FROM ALL SIDEWALKS LOCATED IN ADJACENT RIGHTS-OF-WAY AND INTERNAL TO THE DEVELOPMENT. THE CITY OF THORNTON SHALL MAINTAIN ARTERIAL MEDIANS.. THORNTON FIRE DEPARTMENT PROVIDES FIRE PROTECTION FOR THIS SUBDIVISION, WITH THE CLOSEST FIRE STATION BEING NO. 5, LOCATED AT COLORADO BOULEVARD & EAST TH AVENUE, THORNTON, COLORADO. WEST LINE NW /4 SEC. 2 N 43'"W 2,39.4' EAST LINE NW /4 SEC. 2 N 39'24"W 2,39.93'. UTILITY EASEMENTS ARE HEREBY GRANTED AS SHOWN ON THIS PLAT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, REPLACING, INSPECTING AND OPERATING TRANSMISSION, DISTRIBUTION AND SERVICE LINES AND/OR OTHER IMPROVEMENTS SUPPORTIVE THEREOF, TOGETHER WITH THE RIGHT OF ACCESS, ON, ALONG AND IN ALL OF THE EASEMENTS, EITHER DIRECTLY OR THROUGH THE VARIOUS APPLICABLE SERVICE PROVIDERS AS MAY BE NECESSARY TO ACCOMPLISH THE INTENDED PURPOSES OF THE EASEMENT. PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PERMITTED WITHIN SAID UTILITY EASEMENTS. THE UNDERLYING PROPERTY OWNER OR ASSIGNS IS RESPONSIBLE FOR THE MAINTENANCE OF THE EASEMENT AREA. 2. A BLANKET CROSS LOT ACCESS EASEMENT IS HEREBY GRANTED OVER TRACT AA FOR THE PURPOSE OF PEDESTRIAN AND WELL FACILITY INGRESS AND EGRESS ONLY. THE UNDERLYING PROPERTY OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE EASEMENT AREA. 3. NO VEHICULAR OR DRIVEWAY ACCESS SHALL BE PERMITTED FROM ANY COLLECTORS OR ARTERIALS TO ANY INDIVIDUAL LOTS.. A BLANKET CROSS LOT DRAINAGE EASEMENT IS HEREBY GRANTED TO AND BETWEEN ALL LOTS WITHIN THE SUBDIVISION FOR THE PURPOSE OF SURFACE DRAINAGE. THE UNDERLYING PROPERTY OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE EASEMENT AREA. UNPLATTED MATTHEW & LISABETH SANCHEZ C5589 UNPLATTED BRUCE A. WINSETT DRAINAGE EASEMENTS ARE HEREBY GRANTED TO THE CITY OF THORNTON OVER TRACT A, AS SHOWN ON THIS PLAT, AND BLANKET OVER TRACT BB, TRACT J AND TRACT L FOR THE PURPOSES OF CONVEYING SURFACE AND SUBSURFACE STORM WATER AND DETENTION, AND FOR CONSTRUCTION, MAINTENANCE, REPAIR AND ACCESS TO ALL NECESSARY FACILITIES AND STRUCTURES SUPPORTIVE THERETO. THE UNDERLYING PROPERTY OWNER OR ASSIGNS WILL BE RESPONSIBLE FOR ROUTINE MAINTENANCE (I.E. MOWING, GRAFFITI REMOVAL, CLEANING OF WATER QUALITY STRUCTURES, TRASH AND DEBRIS REMOVAL) OF THE EASEMENT AREA. THE CITY WILL BE RESPONSIBLE FOR STRUCTURAL MAINTENANCE (I.E. REPAIR AND REPLACEMENT OF DROP STRUCTURES, OUTLET STRUCTURES, RIP-RAP AREAS AND SUPPORT PIPING).. A BLANKET TRAIL EASEMENT IS HEREBY GRANTED TO THE CITY OF THORNTON OVER TRACT S, TRACT M AND TRACT O FOR THE PURPOSES OF CONSTRUCTING, UTILIZING, AND OPERATING OF CERTAIN TRAIL FACILITIES AND IMPROVEMENTS SUPPORTIVE THEREOF INCLUDING ALL UNDERGROUND AND SURFACE APPURTENANCES THERETO. THE CITY SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE CONCRETE PORTION OF THE TRAIL. THE PROPERTY OWNER OR ASSIGNS SHALL BE RESPONSIBLE FOR DAILY MAINTENANCE OF THE LANDSCAPE AND CONCRETE PORTION, INCLUDING THE REMOVAL OF GRAFFITI, SNOW, ICE, SLEET, DEBRIS OR OTHER OBSTRUCTION FROM THE CONCRETE PORTION OF THE REGIONAL TRAIL EASEMENT.. BUILDING PERMITS WITHIN FILING NO. ARE RESTRICTED UNTIL THE REQUIRED OFFSITE RIGHT-OF-WAY ALONG HOLLY STREET SOUTH OF FILING NO. HAS BEEN DEEDED TO THE CITY OF THORNTON FREE AND CLEAR. SW CORNER NW /4 SEC. 2 FOUND 3-/4" ALUM. CAP STAMPED "LS 2344" IN RANGE BOX BASIS OF BEARING SOUTH LINE NW /4 SEC. 2 S89 '2"W 2,45.9' THOMAS AND NORMA JOHNSTON SPRINGVALE FILING 5, BLOCK, LOT CENTER /4 CORNER SEC. 2 FOUND 3-/4" ALUM. CAP ON N. REBAR STAMPED "LS 3" 8. THE LINEAL UNIT USED IN THE PREPARATION OF THIS PLAT IS THE UNITED STATES SURVEY FOOT AS DEFINED BY THE U.S. NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION'S NATIONAL GEODETIC SURVEY. 9. PLACEMENT FOR THE HOUSES ON LOTS 4A AND 5A, BLOCK 2; LOT A, BLOCK 8; AND LOT 28A, BLOCK SHALL BE PLACED ON THE LOT SO THAT THE SIGHT TRIANGLE IS IN THE FRONT YARD AND NOT THE SIDE YARD. 2. TRACT SUMMARY TRACT AA CC USE AREA (SF) AREA (AC) MAINTENANCE OWNER LANDSCAPE, TRAIL, OPEN SPACE LANDSCAPE AREA 9,352 3, HOA/METRO DISTRICT OR ASSIGNS HOA/METRO DISTRICT OR ASSIGNS HOA/METRO DISTRICT OR ASSIGNS HOA/METRO DISTRICT OR ASSIGNS DD LANDSCAPE AREA 2,99.3 HOA/METRO DISTRICT OR ASSIGNS HOA/METRO DISTRICT OR ASSIGNS L DRAINAGE 3,44.8 HOA/METRO DISTRICT OR ASSIGNS HOA/METRO DISTRICT OR ASSIGNS : Job : SHEET 3 OF

4 .'.'.'.'.'.' 95.2'.'.'.' 2.5'.'.5'.'.'.' FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 4 OF NW CORNER NW /4 SEC. 2 FOUND 3" ALUM. CAP ON NO. REBAR IN RANGE BOX STAMPING ILLEGIBLE NORTH LINE NW /4 SEC. 2 S89 '2"W 2,48.59' EAST 4TH AVENUE 8 S5 '4"E 43.84' (TIE) 9 S5 48'2"E 52.52' (TIE) S89 '32"W 5.29' 2 3 FILING NO. EAST 3RD COURT ' 5 4 FILING NO. 3 2 IVANHOE STREET C N 43'5"W 22.99'.'.' 48.82' C2 L=.2' L=.5' 4A,99 sq. ft. N89 '55"E 3A 8,85 sq. ft. N89 '55"E 2A 8,85 sq. ft. N89 '55"E A 8, sq. ft. 3.3' N 43'5"W 2.2' (NR) N 43'5"W.'.'.'.' L=9.5' S89 '55"W 2.4' TRACT G FILING NO. N9 '2"E.4' 2 2 S89 '55"W S89 '55"W S89 '55"W S89 '55"W 3.3' L=3.4' 5A,9 sq. ft. A 8,85 sq. ft. A 8,85 sq. ft. 8A 8,85 sq. ft. 9A 8, sq. ft. L=.5' EAST 3RD AVENUE C3 4' ROW S 43'5"E 38.' IVY STREET C4 N 43'5"W ' C5 L=5.' L=35.88' C L=2.82' A,2 sq. ft. N89 '55"E 8A,35 sq. ft. N89 '55"E 9A,35 sq. ft. N89 '55"E 2A,35 sq. ft. N89 '55"E 2A,429 sq. ft. N4 5'49"W 9.5'.5'.'.'.' N 43'5"W.' (NR) N 43'5"W 25.8' C N89 '55"E L=53.38' A,3 sq. ft. S89 '55"W 8.4' S49 59'4"E TRACT A FILING NO. S4 '3"W.9' C C2 C3 C4 C5 FILING NO. 2 TRACT Z FILING NO. N2 39 C C : Job : SHEET 4 OF

5 S49 '5"E ' (TIE) ES NO. C4 NW CORNER NW /4 SEC. 2 FOUND 3" ALUM. CAP ON NO. REBAR IN RANGE BOX STAMPING ILLEGIBLE NORTH LINE NW /4 SEC. 2 C54 8.' S 53'3"E,.3' (TIE) TRACT A FILING NO. S44 4'2"E EAST 3RD AVENUE 2A,455 sq. ft. S44 4'2"E S44 4'2"E N44 4'2"W N45 2'34"E 48.3' S44 4'2"E N45 2'34"E.99' S44 4'2"E.' S45 2'34"W 59.2' S44 4'2"E 5.23' (NR) S44 4'2"E C43 S45 2'34"W 58.2' S44 4'2"E.' S29 '32"E 5.8' S3 2'22"E.'.'.'.'.'.' 52.3'.'.'.' 8.'.' 3A,455 sq. ft. 9 FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 5 OF 4A,455 sq. ft. 2 N59 4'"E 5.'.' 5A,455 sq. ft ' 22A,35 sq. ft. N23 3'28"E 2,5.8' (TIE) A,455 sq. ft. 9 L=.29' 23A 8,3 sq. ft. A,455 sq. ft. 8 S89 '2"W 2,48.59' L=3.9' L=29.8' 8A,98 sq. ft ' C42 L=3.9' FILING NO. 9A,4 sq. ft. EAST 4TH AVENUE S3 49'25"E EAST 3RD AVENUE 4.84' L=.58' 5 A,3 sq. ft. S '53"W 9.29' N89 '32"E 3.85' S89 '32"W.3' ' N2 39'"W 38.55' C4 A 9,5 sq. ft. 95.4' 22 C4 C4 C42 C43 C54 : Job : SHEET 5 OF

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7 FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET OF C ' S9 '53"E.24' S5 23'3"W 4.38' MATCHLINE SEE SHEET N3 35'"W 8.54' S3 35'"E 8.54' S 52'28"E 9.49' (NR) C ' 55.43' (NR) S9 5'52"E 55.28' 23.9'.9' S89 '32"W 3.' MATCHLINE SEE SHEET.94'.94' 2.2' S28 8'33"E S 2'5"E.5' N 2'5 32.' (N S42 '3"E AA 9,352 SQ. FT. 2.2 ACRES C8 TRACT Z FILING NO. 9.' S28 2'"E S '"E.35' N45 29'"E 24.2' C8 EAST ST DRIVE C3 3.' S5 5'59"W C9 ROW NO. 258 N45 29'"E 34.58' N45 29'"E 38 C9 C8 C8 C82 : Job : SHEET OF

8 .'.'.'.' FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 8 OF 25 5 TRACT X FILING NO. 2 N89 '32"E 83.4' 3 4 FILING NO. 5 MATCHLINE SEE SHEET 9 5' KRAMERIA STREET 4.49' (NR) 2A,54 sq. ft. C39 C3 5.3' 25A TRACT Y FILING NO. 24A 23A S89 '32"W 83.' EAST 2ND WAY N89 '32"E 82.3' 5.95' 2.3' 2.3' 2.3' 2.3' 2.3' 2.3' 2.3' 22A 2A 2A 9A C82 "E ' (NR) N 2'5"W 32.' (NR) C35.4' (NR) C34 A,8 sq. ft. S 2'5"E.' S89 '32"W 2.3' 5.5' 2.3' 2.3' 2.3' 2.3' 2.3' 2.3' ' 5 2A,393 sq. ft. L=53.' N 52'28"W C33 2A.' (NR) L=2.5' 2A,33 sq. ft..43' 3A 25A,33 sq. ft. 4A 24A,33 sq. ft. 5A.' 23A,33 sq. ft. EAST ST DRIVE A 22A,33 sq. ft. A 2A,33 sq. ft. 8A 5 N89 '32"E S89 '32"W 2.83'.' 2A,33 sq. ft..' MATCHLINE SEE SHEET 9 N89 '32"E ' MATCHLINE SEE SHEET 2 3.3'.3'.3'.3'.3'.3'.3' C33 C34 C35 C3 C39 : Job : SHEET 8 OF

9 .'.' 83.' 9.48' FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 9 OF NORTH LINE NW /4 SEC. 2 S89 '2"W 2,48.59' NE CORNER NW /4 SEC. 2 FOUND 3-/4" ALUM. CAP ON N.8 REBAR STAMPED "LS 3" S4 28'2"W 9.9' (TIE) MATCHLINE SEE SHEET FILING NO. N89 '32"E 83.4' 2.5' 2 S 4'2"W 88.8' (TIE) N 39'24"W 4.52' (NR) S9 3'35"W,3.98' (TIE) ' 8A A A 5A A 3A,58 sq. ft. LOCUST STREET TRACT P FILING NO. S89 '32"W 83.' EAST 2ND WAY N89 '32"E 82.3' 2.3' 2.3' 2.3' 2.3' 2.3' 5.45' 5.2' C38 C3 9A A A 2A 3A A,89 sq. ft. S 39'24"E 92.2' (NR) 4' ROW 2.3' 2.3' 2.3' 2.3'.9' 8.'.' S89 '32"W 2.3' 5 TRACT N FILING NO. MATCHLINE SEE SHEET 8 9A,33 sq. ft..' 8A,33 sq. ft. A,33 sq. ft. A,33 sq. ft. S89 '32"W 2.83' 5A 8,9 sq. ft. 2.2' C32 MATCHLINE SEE SHEET 3 EAST ST DRIVE MATCHLINE SEE SHEET 3 C32 C3 C38 : Job : SHEET 9 OF

10

11 .'.'.'.' 2.82' 4.' 48.89' 3.'.' 9.3'.' 95.3'.'.'.' 55.' MATCHLINE SEE SHEET N89 '28"E 33.2' N 43'5"W.' 4.83' A,295 sq. ft. S89 '28"W 4.99' S89 '28"W 8A,35 sq. ft. 5.' 9A,3 sq. ft. S89 '28"W 5.32' A,32 sq. ft. S89 '28"W 5.84' (NR) N 43'5"W 94.' A 9,495 sq. ft. N3 3'3"W 3.93' MATCHLINE SEE SHEET N42 '3"E, (TIE) S5 5'3"W 2.45' 8.33' N53 32'3"E 22.89' S E 4,22.89' (TIE) L=.' 2A 9,88 sq. ft. N3 3'53"W.4' S 52'32"E ' L=.' S4 '5"W 2.' L=.' N 52'32"W ' C8 3A,953 sq. ft. SW CORNER NW /4 SEC. 2 FOUND 3-/4" ALUM. CAP STAMPED "LS 2344" IN RANGE BOX C4 L=2.24' L=.' C4 S2 33'"W.4' N89 '28"E 2.34' N89 '28"E 8.' A 9,3 sq. ft. L=39.98' A 2,39 sq. ft. FILING NO. - ST AMENDMENT S8 58'9"E 5.5' N89 '28"E 3.92' S44 3'44"E.93' 9A 2,95 sq. ft. L=.' S 52'32"E S89 '28"W 2.' 2.9' (NR) A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET OF L=9.' S 52'28"E 9.9' N5 24'5"W 44.2' 5.3'.' (NR) C48 2A,483 sq. ft. N3 48'3"E 9.3' 5.35' 8.' L=23.8' A,52 sq. ft. 5A,382 sq. ft. 8 S45 2'33"W S4 54'5"E 8.48' 3.54' 8A,98 sq. ft. L=.99' S 48'5"E.93' S89 '28"W 5.' 3.9'.' N 52'32"W 34.' L=.9' 3A 8,94 sq. ft. S45 22'24"W 5.3' 4.39' 4.53' 9.58' 9.3' A,3 sq. ft. A 3,44 sq. ft. JERSEY CIRCLE C9 4A,9 sq. ft. S89 '28"W 5.' S44 3'44"E 2.9' (NR) 59.49' S45 29'"W L=.' 9.'.' 2.9' A,3 sq. ft. S 52'28"E 3.' S5 5'59"W (NR) C3 N45 29'"E 34.58' S44 3'44"E 289.3' 5A, sq. ft. 8 N45 29'"E S45 29'"W L=5.8' 34.58' L= 2.3' 45.' 5.32' C5 S 52'28"E S44 3'44"E 8.' L=44.42' C9.29' (NR) S44 3'44"E N45 29'"E 4.5' S44 3'44"E S45 29'"W 5.32' 5.' 5.'.' C ' N44 3'44"W C2 C29 S45 29'"W 4.5' S 52'28"E 84.3' (NR) S44 3'44"E N45 29'"E 5.' 3.8'.'.'.'.'.'.'.'.'.'.' L=3.42'.' 8A,599 sq. ft. BASIS OF BEARING 9.' A,4 sq. ft. EAST ST AVENUE A 8,3 sq. ft. SOUTH LINE NW /4 SEC. 2 S89 '2"W 2,45.9' MATCHLINE SEE SHEET 2.' 2.4' L=.8' 9A 8,49 sq. ft. S44 3'44"E 2A,85 sq. ft. 34A,4 sq. ft. 9.'.' 2A,88 sq. ft. S44 3'44"E 33A, sq. ft. 45.' L=5.8' 2.23' 2A 9,44 sq. ft..' S44 3'44"E 2.89' C2 N89 '28"E,442.45' S 52'28"E 34.39' (NR) C23 L=3.9' S 52'28"E 5.85' (NR) C8 C9 C2 C2 C23 C24 C29 C3 C4 C4 C48 C49 C5 4.8' L=2.2' 22A,4 sq. ft. 23A,9 sq. ft. SET POINT ON LINE ' 82.3' 2.' EAST ST AVENUE N89 '32"E 994.3'.'.' 24A,958 sq. ft. MATCHLINE SEE SHEET 2 25A,958 sq. ft. S89 '32"W.'.' MATCHLINE SEE SHEET : Job : SHEET OF

12 FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 2 OF 25 5 MATCHLINE SEE SHEET N45 29'"E 24.2' L=42.33' S44 3'44"E S44 44 E 3A,889 sq. ft. L=.35' S4 '4"E.9' S52 43'4"W 9.42' 39.' C8 EAST ST DRIVE 4A,2 sq. ft. S33 '3"E 3.5'.52' 43.83' 4.4' S45 29'"W 43.83' S44 3'44"E S E L=.5' 32A 8,58 sq. ft. 5A,384 sq. ft. N33 45'5"W 2.' N2 2'4"W 5.54' S 23'5"W.49' S52 43'4"W.4' L=.' L=3.29'.' 3A 8,393 sq. ft. C3 A, sq. ft..8' S8 43'53"E S 23'5"W.' 5.9' 8.24' S23 29'5"E L= S2 2'52"W 5.55' 4.'.43' 4.8' C28 L=2.2' A,52 sq. ft. 3A 8,2 sq. ft. C25.52' L= L=29.8'.45' S3 2'55"E S 33'"E L= 2.25' 8A,55 sq. ft. 8.4' 29A 8,988 sq. ft. S4 2'8"E 9.' 49.58' 58.8'.3'.3' 39.'.9' L= N2 5'45"W L=5 2.4' 2.3' L=34.93' 9A,482 sq. ft. L=2.83' 5.9' 42.5' 3.3'.3'.3'.3' 28A,898 sq. ft. N89 '32"E ' A,35 sq. ft. S89 '32"W 2A,35 sq. ft. S89 '32"W 23.45' N89 '32"E 83.3' 2.' N89 '32"E ' A,35 sq. ft. S89 '32"W.3' 2A,35 sq. ft. 2.' 2A,35 sq. ft. 25A,35 sq. ft. 2.' MATCHLINE SEE SHEET 3 5' 45.'.' N45 29'"E 5.' EAST ST LANE N45 29'"E 5.' C24 28A 2,983 sq. ft. N44 3'44"W 2.89' S2 5'5"E 4.8' L=9.' C23 S 42'8"E.5' (NR) L=5.8' N 59'42"E 24.8' (NR) L=2.98' A 2,4 sq. ft. S89 '32"W 35.82' 8.' (NR) S2 49'3"E S89 '32"W 2.'.4' 2.' 2.' 3.82' 2.' 2.' 2.' 2.' 2.' 2A,4 sq. ft. 2A 2A 9,899 sq. ft. 25A 3A 24A 82.3' 2.' 2.' 2.' 2.' 2.' MATCHLINE SEE SHEET S89 '32"W ' 4A 23A 5A 22A MATCHLINE SEE SHEET MATCHLINE SEE SHEET 3 C23 C24 C25 C28 C3 C8 : Job : SHEET 2 OF

13 .8' 99.92' MATCHLINE SEE SHEET 2 C2 C2 E S89 '32"W S89 '32"W 2.83'.3'.3'.3'.3'.3'.3' 3A,35 sq. ft. A,35 sq. ft. EAST 4TH AVENUE N89 '32"E ' 5A,35 sq. ft..3'.3'.3'.3'.3'.3' FILING NO. - ST AMENDMENT A,35 sq. ft. A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET 3 OF A,35 sq. ft. S89 '32"W 2.83' EAST ST DRIVE 8A,35 sq. ft. 32.' 3.2' N89 '32"E 9.' NORTH LINE NW /4 SEC. 2 S89 '2"W 2,48.59' TRACT BB FILING NO. NE CORNER NW /4 SEC. 2 FOUND 3-/4" ALUM. CAP ON N.8 REBAR STAMPED "LS 3" S4 28'2"W 9.9' (TIE) S5 23'4"W,584.48' (TIE) ' 24A,35 sq. ft. 23A,35 sq. ft. 22A,35 sq. ft. 2A,35 sq. ft. 2A,35 sq. ft. 9A,35 sq. ft. 2.' 2.' S89 '32"W 23.45' N89 '32"E 83.3' 2.' 2.' EAST ST LANE 2.' 2.' 2.' 5.38' C2 LOCUST STREET EAST LINE NW /4 SEC. 2 N 39'24"W 2,39.93' A A 8A 9A A A 2A 3A 8,34 sq. ft. MATCHLINE SEE SHEET 2 N89 '32"E 2.' 2.' 2.' 2.' 2.' 2.' 2.'.' 2.' 2.' 2.' 2.' 2.' 2.'.' S89 '32"W.4' S 39'24"E 2.' 2A 2A 9A 8A A A 5A 8,4 sq. ft. A 8,342 sq. ft. 2.' 2.' 2.' 2.' 2.' 2.'.' 5.8' MATCHLINE SEE SHEET S89 '32"W ' N89 '32"E ' MATCHLINE SEE SHEET C2 : Job : SHEET 3 OF

14 .'.'.'.' 5.' 5.' C22 FILING NO. - ST AMENDMENT A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP SOUTH, RANGE WEST OF SHEET OF C C8 NORTH LINE NW /4 SEC. 2 S89 '2"W 2,48.59' EAST 4TH AVENUE NE CORNER NW /4 SEC. 2 FOUND 3-/4" ALUM. CAP ON N.8 REBAR STAMPED "LS 3" S4 28'2"W 9.9' (TIE) 3.' N89 '32"E 29.3' 3.' 3.3' 9 A,5 sq. ft. A,5 sq. ft. 3.' 3.' 8.' S89 '32"W 2.' 2A,83 sq. ft. C5 EAST 3RD AVENUE N 39'24"W 4.5' LOCUST STREET EAST LINE NW /4 SEC. 2 N 39'24"W 2,39.93' ' MATCHLINE SEE SHEET MATCHLINE SEE SHEET 2.' 2.' 2.' 2.' 2.' 2.' 2.' 2.' 2.' 2.' 2.'.' 5.8'.'.'.'.' 2A,958 sq. ft. 2A,958 sq. ft. 28A,958 sq. ft..' 29A,958 sq. ft. N89 '28"E,442.45' S89 '32"W ' EAST ST AVENUE N89 '32"E 994.3' 3.5' 3.5' 3.5' 3.5' 3.5' 3A,285 sq. ft. 3A,285 sq. ft..' 32A,285 sq. ft. 3.' 5.' 5.' 4.82' S89 '28"W 3.54' N89 '32"E 95.58'.'.'.'.' 3.5' 3.5' 3.5' 3.5' 3.5' 3.' 5.' 5.'.' 33A,285 sq. ft..' 34A,284 sq. ft..8' TRACT L 3,44 SQ. FT..8 ACRES.8' 5.' 35A,459 sq. ft..88' N89 '32"E ' 3A,4 sq. ft. N89 2'58"E 33.4' MATCHLINE SEE SHEET A,45 sq. ft. 38A,55 sq. ft. 5.58' FILING NO. C2 C22 C C8 S 39'24"E.92' N3 8'5"W 5.39' (TIE) BASIS OF BEARING SOUTH LINE NW /4 SEC. 2 S89 '2"W 2,45.9' CENTER /4 CORNER SEC. 2 FOUND 3-/4" ALUM. CAP ON N. REBAR STAMPED "LS 3" : Job : SHEET OF