VICINITY MAP SCALE 1'' = 2000'

Transcription

1 LOCATED IN THE SOUTHWEST QUARTER OF SECTION AND THE WEST HALF OF SECTION 4, TOWNSHIP SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, SHEET OF 5 E47 TOLL ROAD CASE NO. ZAX 26-4 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION, AND THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION AND CONSIDERING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION TO BEAR NORTH 89 46'22" EAST, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE NORTH 7'4" WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER OF SECTION A DISTANCE OF FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF EAST 52ND PARKWAY AND THE THORNTON CITY LIMITS AS DESCRIBED ON THORNTON EAST 52ND AVENUE-8 AS RECORDED AT RECEPTION NO IN THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE ALONG THE THORNTON CITY LIMITS AS DESCRIBED ON THORNTON S EAST 52ND AVENUE-4, RECEPTION NO , EAST 52ND AVENUE-5, RECEPTION NO , EAST 52ND AVENUE-6, RECEPTION NO , AND SAID EAST 52ND AVENUE-7, RECEPTION NO , ALL RECORDED IN THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER, THE FOLLOWING THREE (3) COURSES:. NORTH 86 9'2" WEST A DISTANCE OF FEET TO A POINT OF CURVATURE; 2. ALONG A TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 55 2'47", A RADIUS OF,985. FEET, AN ARC LENGTH OF,98.4 FEET AND A CHORD THAT BEARS SOUTH 65 59'46" WEST A DISTANCE OF, FEET. 3. SOUTH 74 33'5" WEST A DISTANCE OF FEET TO A POINT OF CURVATURE ON THE EASTERLY LINE OF THE BULL CANAL; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING SEVEN (7) COURSES:. ALONG A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 44 7'22", A RADIUS OF 7.62 FEET, AN ARC LENGTH OF FEET AND A CHORD THAT BEARS NORTH 44'39" EAST A DISTANCE OF FEET A POINT OF CURVATURE; 2. ALONG A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 25 6'5", A RADIUS OF FEET, AN ARC LENGTH OF 64.2 FEET, AND A CHORD THAT BEARS NORTH 32 25'37" WEST A DISTANCE OF FEET; 3. NORTH 4 6'5" WEST A DISTANCE OF 6.68 FEET; 4. NORTH 49 9'7" WEST A DISTANCE OF 4.3 FEET; 5. NORTH 5 59'58" WEST A DISTANCE OF 7.65 FEET; 6. NORTH 5 8'9" WEST A DISTANCE OF FEET TO A POINT OF CURVATURE; 7. ALONG A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 7 6'25", A RADIUS OF FEET, AN ARC LENGTH OF FEET, AND A CHORD THAT BEARS NORTH 44 5'9" WEST A DISTANCE OF FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RECORDED DECEMBER 3, 935 IN BOOK 228 PAGE 468 AND A POINT ON THE THORNTON CITY LIMITS AS RECORDED AT RECEPTION NO. B89457 OF THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER, THENCE NORTH 22'7" WEST ALONG SAID EAST RIGHT-OF-WAY LINE AND SAID THORNTON CITY LIMITS RECORDED AT RECEPTION NO. B89457 A DISTANCE OF,52.22 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF THE E-47 HIGHWAY RIGHT-OF-WAY LINE AND THE THORNTON CITY LIMITS AS DESCRIBED ON THE E-47 NO. E RECORDED AT RECEPTION NO OF THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND SAID THORNTON CITY LIMITS DESCRIBED AT RECEPTION NO THE FOLLOWING SEVEN (7) COURSES:. NORTH 89 37'5" EAST A DISTANCE OF. FEET; 2. NORTH 9 49'" EAST A DISTANCE OF FEET TO A POINT OF CURVATURE; 3. ALONG A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 2'54", A RADIUS OF 5, FEET, AN ARC LENGTH OF FEET, AND A CHORD THAT BEARS NORTH 6 8'58" EAST A DISTANCE OF FEET; 4. NORTH 5 53'2" EAST A DISTANCE OF FEET; 5. SOUTH 78 28'34" EAST A DISTANCE OF,76.2 FEET; 6. SOUTH 73 8'9" EAST A DISTANCE OF 78.8 FEET TO A POINT ON SAID EAST LINE OF THE SOUTHWEST QUARTER OF SECTION ; 7. SOUTH 7'4" EAST ALONG SAID EAST LINE A DISTANCE OF FEET; THENCE SOUTH 7'4" EAST CONTINUING ALONG SAID EAST LINE A DISTANCE OF, FEET TO THE POINT OF BEGINNING. SAID CONTAINS 5,456,3 SQUARE FEET, OR ACRES, MORE OR LESS. LEGAL DESCRIPTION CONT. : A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION, AND THE WEST HALF OF SECTION 4, TOWNSHIP SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF ADAMS, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH QUARTER CORNER OF SAID SECTION 4 SAID POINT ALSO BEING THE NORTHWEST CORNER OF THE EHLER-GAHAGEN-REITZENSTEIN RECORDED AT RECEPTION NO OF THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER AND CONSIDERING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION TO BEAR NORTH 89 46'22" EAST, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE SOUTH 8'7" EAST ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF SECTION 4, AND THE THORNTON CITY LIMITS ON SAID RECORDED AT RECEPTION NO A DISTANCE OF FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF SECTION 4; THENCE SOUTH 89 59'32" WEST ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF SECTION 4 A DISTANCE OF 2,398.2 FEET TO THE EAST RIGHT-OF-WAY OF AS RECORDED AT RECEPTION NO OF THE RECORDS OF THE OF THE ADAMS COUNTY CLERK AND RECORDER; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING FIVE (5) COURSES:. SOUTH '2" EAST A DISTANCE OF. FEET; 2. SOUTH 89 59'58" WEST A DISTANCE OF 7.75 FEET; 3. SOUTH 44 4'5" WEST A DISTANCE OF FEET; 4. SOUTH 8'9" EAST A DISTANCE OF FEET; 5. SOUTH 89 4'5" WEST A DISTANCE OF 2. FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF SAID AS RECORDED AT RECEPTION NO OF THE RECORDS OF THE OF THE ADAMS COUNTY CLERK AND RECORDER; THENCE SOUTH 8'9" EAST CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE AS RECORDED AT RECEPTION NO , AND OF THE RECORDS OF THE OF THE ADAMS COUNTY CLERK AND RECORDER A DISTANCE OF FEET; THENCE SOUTH 89 4'5" WEST CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE AS RECORDED AT RECEPTION NO OF THE RECORDS OF THE OF THE ADAMS COUNTY CLERK AND RECORDER A DISTANCE OF 25. FEET TO A POINT ON THE SOUTHWEST CORNER OF SAID RIGHT-OF-WAY ND THE THORNTON CITY LIMITS DESCRIBED ON THE RECORDED AT RECEPTION NO. B89457 OF THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER; THENCE NORTH 8'9" WEST ALONG THE WEST LINES OF SAID RIGHT-OF-WAY DOCUMENTS AS RECORDED AT RECEPTION NO , , , AND ALL OF THE RECORDS OF THE OF THE ADAMS COUNTY CLERK AND RECORDER AND THE THORNTON CITY LIMITS DESCRIBED ON SAID RECORDED AT RECEPTION NO. B89457 A DISTANCE OF,32.95 FEET TO A POINT ON SAID SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 4; THENCE NORTH 7'45" WEST ALONG SAID EAST RIGHT-OF-WAY LINE AND SAID CITY LIMITS DESCRIBED ON THE RECORDED AT RECEPTION NO. B89457 OF THE RECORDS OF THE OF THE ADAMS COUNTY CLERK AND RECORDER A DISTANCE OF,87.75 FEET TO A POINT OF CURVATURE AND THE THORNTON CITY LIMITS DESCRIBED ON THORNTON EAST 52ND AVENUE- AS RECORDED AT RECEPTION NO OF THE RECORDS OF THE OF THE ADAMS COUNTY CLERK AND RECORDER AND THE SOUTHERLY RIGHT-OF-WAY LINE OF EAST 52ND PARKWAY; THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF EAST 52ND PARKWAY AND THE THORNTON CITY LIMITS AS DESCRIBED ON THORNTON S EAST 52ND AVENUE-, RECEPTION NO. 2876, EAST 52ND AVENUE-2, RECEPTION NO , EAST 52ND AVENUE-3, RECEPTION NO , EAST 52ND AVENUE-4, RECEPTION NO , EAST 52ND AVENUE-5, RECEPTION NO , EAST 52ND AVENUE-6, RECEPTION NO , EAST 52ND AVENUE-7, RECEPTION NO , AND EAST 52ND AVENUE-8, RECEPTION NO , ALL RECORDED IN THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER, THE FOLLOWING FOUR (4) COURSES:. ALONG A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 3 52'58", A RADIUS OF, FEET, AN ARC LENGTH OF,8.64 FEET, AND A CHORD THAT BEARS NORTH 22 52'24" EAST A DISTANCE OF,6.36 FEET; 2. NORTH 38 8'53" EAST A DISTANCE OF FEET TO A POINT OF CURVATURE; 3. ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 55 2'47", HAVING A RADIUS OF,9. FEET, AN ARC LENGTH OF, FEET, AND A CHORD THAT BEARS NORTH 65 59'46" EAST A DISTANCE OF,774.6 FEET; 4. SOUTH 86 9'2" EAST A DISTANCE OF FEET TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF SECTION ; THENCE SOUTH 7'4" EAST ALONG SAID EAST LINE A DISTANCE OF FEET TO SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER OF SECTION ; THENCE NORTH 89 46'22" EAST ALONG SAID THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 4 A DISTANCE OF 4. FEET TO THE POINT OF BEGINNING. SAID CONTAINS 6,79,346 SQUARE FEET, OR ACRES, MORE OR LESS. PROJECT LOCATION INTERSTATE 25 CONTIGUITY: BULL CANAL E. 44TH AVE. E. 52ND PKWY. BIG DRY CREEK CONTIGUOUS PERIMETER TO PRESENT THORNTON CITY LIMITS: 7,38.29 FEET,987.2 FEET TOTAL PARCEL PERIMETER: 9, FEET 2, FEET PERCENT CONTIGUOUS (STATE LAW REQUIRES A MINIMUM /6 (6.67%) CONTIGUITY WITH CITY BOUNDARY): 76.% 86.2% /6 PERIMETER,64.95 FEET 2,24.39 FEET TOTAL AREA TO BE ANNEXED: ACRES SURVEYOR'S CERTIFICATE I, THOMAS D. STAAB, A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS ANNEXATION SHOWN HEREON TRULY AND CORRECTLY REPRESENTS THE ABOVE DESCRIBED PARCEL OF LAND AND THAT AT LEAST ONE-SIXTH (/6) OF THE PERIPHERAL BOUNDARY OF SAID PARCEL IS CONTIGUOUS TO THE PRESENT BOUNDARY OF THE. I ATTEST THE ABOVE ON THIS DAY OF, 27. THOMAS D. STAAB, PLS COLORADO PLS #25965 FOR AND ON BEHALF OF JANSEN STRAWN CONSULTING ENGINEERS, INC. CLERK & RECORDER'S CERTIFICATE ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF ADAMS, STATE OF COLORADO DAY OF, 27, A.D. AT :.M. BY: DEPUTY RECEPTION NO. VICINITY MAP SCALE '' = 2' CLERK AND RECORDER YORK STREET Scale: N/A : Job : SHEET OF 5

2 S 7'4"E ' S 7'44"E 328.5' W /4 COR. SEC. W/ 2 /2" ALUM. CAP STAMPED "PLS " SE/4 SEC. NW COR. ILLEGIBLE NE/4 SEC. 5 W. LINE NW /4 CALCULATED LOCATION N /6 COR. SEC. 5/ NO MONUMENT FOUND W. /4 COR. STAMPED "PLS " SE/4 SEC. 5 W. LINE SW /4 SEC. W. LINE S /2 NW /4 SEC. N 22'7"W ' N 7'45"W ' N 7'45"W ' N 2'53"W ' E. 52ND PKWY. N89 35'"E ' N. LINE S /2 NW /4 SEC. N /6 COR. SEC. W/ 3 /4" ALUM. CAP STAMPED "PLS " S /2 NW/4 SEC. N. LINE SW /4 SEC. S89 4'"W ' SW/4 SEC. C /4 COR. SEC. W/ 3 /4" ALUM. CAP STAMPED " " E-47 PUBLIC HIGHWAY AUTHORITY 5,456,3 SQ. FT ACRES N. LINE NW /4 BASIS OF BEARINGS POINT OF COMMENCEMENT S /4 COR SEC. FOUND 3 /2" ALUM. CAP ACCEPTED FOR SECTION NW/4 N89 52'57"E 265.4' N. LINE S /2 NW /4 6,79,346 SQ. FT ACRES N89 46'22"E ' N89 59'32"E 265.2' S. LINE NW /4 SW/4 S. LINE SW /4 SEC. N89 46'22"E ' FOUND 3 /2" ALUM. CAP S87 4'3"W 7.52' E. LINE SW /4 SEC. E. LINE N /2 NW /4 E. LINE S /2 NW /4 N 8'7"W 327.6' N 8'7"W 327.6' E. LINE S /2 NW /4 SEC. C-N /6 COR. SEC. W/ 3 /4" ALUM. CAP CENTER /4 COR. FOUND 2 /2" ALUM. CAP STAMPED "LS 2374" SE/4 SEC. POINT OF BEGINNING N. /4 COR. STAMPED "LS24968" ACCEPTED FOR SECTION 4 N. /6 COR. OF NORTH-SOUTH CENTER LINE FOUND NO.5 REBAR WITH /2" ALUM. CAP STAMPED "FLATIRONS SURV LS 646" FOUND " IRON PIPE S8 39'53"W 8.3' NE/4 SE/4 SHEET 2 OF 5 YORK STREET NOTES:. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION, TS, R68W OF THE 6TH P.M., WHICH WAS ASSUMED TO BEAR NORTH 89 46'22" EAST. 2. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. THIS MAP IS FOR ANNEXATION PURPOSES ONLY, NO MONUMENTS WERE SET. 4. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT CONSTITUTE A TITLE SEARCH BY JANSEN STRAWN CONSULTING ENGINEERS TO DETERMINE OWNERSHIP, RIGHTS-OF-WAY, S OR OTHER MATTERS OF PUBLIC RECORD. 5. THE LINEAL UNIT USED IN THE PREPARATION OF THIS MAP IS THE UNITED STATES SURVEY FOOT. THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY DEFINES THE U.S. SURVEY FOOT AS 2/3937. LINE 25 5 SCALE: " = 5' Scale: " = 5' : Job : SHEET 2 OF 5

3 S 7'4"E ' S 7'4"E ' LOCATED IN THE SOUTHWEST QUARTER OF SECTION AND THE WEST HALF OF SECTION 4, TOWNSHIP SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, SHEET 3 OF 5 LINE W /4 COR. SEC. W/ 2 /2" ALUM. CAP STAMPED "PLS " REC. NO. B89457 N5 53'2"E 92.54' E-47 ANNEXATION NO. E REC. NO S89 4'"W ' N. LINE SW /4 SEC. S78 28'34"E 76.2' E-47 PUBLIC HIGHWAY AUTHORITY C /4 COR. SEC. W/ 3 /4" ALUM. CAP STAMPED " " NATURAL GAS PIPELINE BOOK 3246 AT PAGE 23 W. LINE SW /4 SEC. N 22'7"W ' N9 49'"E 396.7' Δ= 2'54" R=5,654.45' L=368.43' CHB=N6 8'58"E CHD=368.42' MULTI USE REC. NO. C84285 E-47 ANNEXATION NO. E REC. NO S73 8'9"E 78.8' S 7'4"E 78.46' N 22'7"W 52.22' N89 37'5"E.' 5.' SW/4 SEC. 5,456,3 SQ. FT ACRES E. LINE SW /4 SEC. REC. NO. B89457 PERPETUAL SANITARY SEWER (BIG DRY CREEK INTERCEPTOR) BOOK 389 AT PAGE 539 GAS FACILITIES SEE SHEET 4 OF SCALE: " = 2' Scale: " = 2' : Job : SHEET 3 OF 5

4 N 7'4"W ' (TIE) Δ=7 6'24" R=27.66' L=34.36' CHB=N44 5'9"W CHD=34.34' EAST 52ND AVENUE-3 REC. NO EAST 52ND AVENUE-2 REC. NO CALCULATED LOCATION N /6 COR. SEC. 5/ NO MONUMENT FOUND EAST 52ND AVENUE- REC. NO NW COR. ILLEGIBLE W. LINE NW /4 N 7'45"W ' NATURAL GAS PIPELINE BOOK 3246 AT PAGE 23 N5 8'9"W 67.93' Δ=25 6'5" R=37.92' L=64.2' CHB=N32 25'37"W CHD=62.69' Δ=44 7'22" R=7.62' L=32.66' CHB=N 44'39"E CHD=29.38' E. 52ND PKWY. GAS FACILITIES REC. NO. C24427 PERPETUAL TRANSPORTATION REC. NO. C24427 REC. NO (REC. NO. C867593) PERPETUAL TRANSPORTATION REC. NO. C952 PIPELINE BOOK 35 AT PAGE 44 N5 59'58"W 7.65' N49 9'7"W 4.3' N4 6'5"W 6.68' N38 8'53"E ' Δ=3 52'58" R=,889.86' L=,8.64' CHB=N22 52'24"E CHD=,6.36' LOCATED IN THE SOUTHWEST QUARTER OF SECTION AND THE WEST HALF OF SECTION 4, TOWNSHIP SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, SHEET 4 OF 5 Δ=55 2'47" R=,985.' L=,98.4' CHB=S65 59'46"W CHD=,844.29' 5,456,3 SQ. FT ACRES SEE SHEET 3 OF 5 N89 52'57"E 265.4' 6,79,346 SQ. FT ACRES N. LINE S /2 NW /4 N89 46'22"E ' N. LINE NW /4 BASIS OF BEARINGS EAST 52ND AVENUE-4 Δ=55 2'47" R=,9.' REC. NO L=,845.57' S74 33'5"W 54.54' (MEAS.) CHB=N65 59'46"E 5.25 RECORD CHD=,774.6' REC NO NW/4 SEE SHEET 5 OF 5 PERPETUAL SANITARY SEWER (BIG DRY CREEK INTERCEPTOR) BOOK 389 AT PAGE 539 S. LINE SW /4 SEC. N89 46'22"E ' 3' SANITARY SEWER REC. NO. C WESTERLY LIMITS FHAD FLOODWAY 3' UTILTY REC. NO. C6434 EAST 52ND AVENUE- 5 THROUGH 7 S 5: REC. NO : REC. NO : REC. NO N86 9'2"W 48.97' E. 52ND PKWY. S86 9'2"E 43.94' S 7'4"E ' POINT OF COMMENCEMENT S /4 COR SEC. FOUND 3 /2" ALUM. CAP ACCEPTED FOR SECTION 5 YEAR FHAD YEAR FHAD FOUND " IRON PIPE S8 39'53"W 8.3' S 8'7"E ' N 8'7"W 327.6' E. LINE N /2 NW /4 POINT OF BEGINNING N89 46'22"E 4.' POINT OF BEGINNING N. /4 COR. STAMPED "LS24968" ACCEPTED FOR SECTION 4 EHLER - GAHAGEN - REITZENSTEIN ANNEXATION REC. NO N. /6 COR. OF NORTH-SOUTH CENTER LINE FOUND NO.5 REBAR WITH /2" ALUM. CAP STAMPED "FLATIRONS SURV LS 646" LINE 2 4 SCALE: " = 2' Scale: " = 2' : Job : SHEET 4 OF 5

5 LOCATED IN THE SOUTHWEST QUARTER OF SECTION AND THE WEST HALF OF SECTION 4, TOWNSHIP SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, SHEET 5 OF 5 SEE SHEET 4 OF 5 LINE REC.NO. B89457 W. /4 COR. STAMPED "PLS " W. LINE S /2 NW /4 N 7'45"W ' 5.' S '2"E.' ROW REC NO S89 59'58"W 7.75' 6,79,346 SQ. FT ACRES UNITED POWER, INC. 5' RIGHT-OF-WAY & BOOK 6274 AT PAGE 372 S89 59'32"W ' N89 59'32"E 265.2' S. LINE NW /4 YEAR FHAD 5 YEAR FHAD WESTERLY LIMITS FHAD FLOODWAY 3' SANITARY SEWER REC. NO. C S 8'7"E ' N 8'7"W 327.6' E. LINE S /2 NW /4 EHLER - GAHAGEN - REITZENSTEIN ANNEXATION REC. NO FOUND 3 /2" ALUM. CAP S87 4'3"W 7.52' CENTER /4 COR. FOUND 2 /2" ALUM. CAP STAMPED "LS 2374" S 8'9"E ' S44 4'5"W 67.49' N 8'9"W 32.95' N 7'45"W 87.75' S89 4'5"W 2.' REC.NO. B89457 S 8'9"E ' ROW REC NO ROW REC NO SW/4 ROW REC NO S89 4'5"W 25.' 2 4 SCALE: " = 2' Scale: " = 2' : Job : SHEET 5 OF 5