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HomeMy WebLinkAboutPLANS - 17-00208 - 656 Hillside Dr - New SFRPART OF THE NE 114 OF OF SECTION r • NORTH,RANGE 39E.B.M. LEGAL DESCRIPTION PART OF THE NE1/4 NE114 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M., IN THE CITY OF REXBURG, MADISON COUNTY, IDAHO DESCRIBED AS. COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 36, THENCE S 89'46 28" W 1707.93 FEET ALONG THE NORTH UNE OF SAID SECTION; THENCE S 0022100" E 3200 FEET TO THE SOUTHERLY RIGHT OF WAY OF 77H SOUTH AND THE POINT OF BEGINNING, THENCE S 894628" W 18.00 FEET ALONG SAID RIGHT OF WAY,• THENCE S 0072200' E 292.00 FEET ALONG THE WEST LINE OF DEED INSTRUMENT NO. 287023,• THENCE N 89'4628' E 193.41 FEET ALONG THE SOUTH LINE OF SAID DEED INSTRUMENT TO THE NORTHWESTERLY RIGHT OF WAY OF THE UNION PACIFIC RAILROAD, THENCE S 30°08108" W 1153.06 FEET ALONG SAID RIGHT OF WAY TO THE NORTH LINE OF DEED INSTRUMENT NO.324693,• THENCE S 89"49'19" W 522.08 FEET ALONG SAID NORTH LINE TO THE EAST LINE OF DEED INSTRUMENT N0.327703, THENCE N 0021 58' W 545.50 FEET ALONG SAID EAST LINE THENCE N 89"46280 E 361.50 FEET,- THENCE N 00'2158' W 773.00 FEET TO THE NORTH LINE OF SAID SECTION 36,• THENCE N 894628' E 570.42 FEET ALONG SAID SECTION LINE TO THE POINT OF BEGINNING. PARCEL CONTAINS 18.99 ACRES CITY'S ACCEPTANCE THE FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG IDAHO BY RESOLUTION ADOPTED THIS __ DAY OF ________-__ 201 - MA YOR 01_. MAYOR CITY CLERK CITY ENGINEER PLANNING AND ZONING TREASURER'S CERTIFICA TE 4 THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PER THE REQUIREMENTS OF SECTION 50-1308 OF THE IDAHO CODE, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT ARE CURRENT. DATE. -_ MADISON COUNTY TREASURER RECORDER'S CERTIFICA TE I HEREBY CERTIFY THAT THE FOREGOING PLAT OF JUNIPER SANDS, WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THE _____DAY OF_------_ 201AT AND RECORDED AS INSTRUMENT NO.________________--. MADISON COUNTY RECORDER HEALTH DEPARTMENT CERTIFICATE OF APPROVAL SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND APPROVAL FOR THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF SANITARY RESTRICTIONS WATER AND SEWER LINES HAVE BEEN COMPLETED AND SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DATE: HEALTH DISTRICT SIGNATURE: FLOOD PLAIN DESIGNATION ZONE X PER COMMUNITY -PANEL NUMBER 16065CO020 D WITH AN EFFECTIVE DATE OF JUNE 3, 1991. DRINKING WATER CERTIFICATE PURSUANT TO I.C. § 50-1334, WE, THE OWNERS, CERTIFY THAT THE LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER FROM THE CITY OF REXBURG MUNICIPAL WATER SYSTEM, AND SAID CITY HAS AGREED IN WRITING TO PROVIDE CULINARY WATER SERVICE TO SAID LOTS IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SIGNATURE THIS __-_-_DAY OF , 201__. TODD CORNELISON - MANAGING MEMBER HIGH COUNTY SECURITIES, LLC IRRIGA TION CERTIFICA TE WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS INCLUDED WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT. IDAHO OWNER'S DEDICA TION KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED HIGH COUNTY SECURITIES, LLC, AN IDAHO LIMITED LIABILITY COMPANY IS THE LAWFUL OWNER OF THE TRACT OF LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAS CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS AND STREETS, WHICH PLAT SHALL HEREAFTER BE KNOWN AS JUNIPER SANDS, AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO. BE IT FURTHER KNOWN, THAT IT DOES HEREBY DEDICATE GRANT AND CONVEY TO THE PUBLIC, ALL STREETS AND RIGHT-OF-WAYS SHOWN HEREON, THAT IT ALSO GRANTS AND CONVEYS TO THE CITY OF REXBURG ALL EASEMENTS SHOWN ON THE PLAT AND THAT IT HEREBY WARRANTS AND SHALL DEFEND SUCH DEDICATION AND CONVEYANCES IN THE QUIET AND PEACEFUL POSSESSION OF THE PUBLIC OR THE CITY OF REXBURG, AS THE CASE MAY BE, AGAINST SAID OWNER AND THEIR HEIRS AND ASSIGNS, AND AGAINST EVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER CLAIMS TO HAVE LAWFULLY HELD ANY RIGHTS IN SAID ESTATE AS OF THE DATE HEREOF. OWNER, AND THEIR HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY EASEMENT SHOWN HEREON, AND THE CITY OF REXBURG AND ITS SUCCESSORS, ASSIGNS OR PERMITEES SHALL ALSO HAVE THE RIGHT, AT THE OWNERS OR THEIR HEIRS, SUCCESSORS' OR ASSIGNS' EXPENSE, TO REMOVE, CUT OR TRIM ANY TREES, BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH MAY INJURE OR INTERFERE WITH THE USE THEREOF FOR ITS INTENDED PURPOSES IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SIGNATURE THIS ---------- 201__. TODD CORNELISON - MANAGING MEMBER HIGH COUNTY SECURITIES, LLC KNOWLEDGEMENT STATE OF :SS COUNTY OF Y OF ON THIS __--_DAY OF _--- _----- 261-, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED TODD CORNELISON KNOWN OR IDENTIFIED TO ME, TO BE A MANAGING MEMBER OF HIGH COUNTRY SECURITIES LLC, WHO SUBSCRIBED SAID LLC'S NAME TO THE FOREGOING OWNERS DEDICATION AND THE DRINKING WATER SYSTEM CERTIFICATE AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN SAID LLC S NAME AND AS A PERSON AUTHORIZED TO BIND SAID LLC, IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND THE YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR THE STATE OF RESIDING AT.- COMMISSION EXPIRATION DATE. SURVEYOR'S APPROVAL I CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND THAT IT COMPLIES WITH SECTION 50-1305 OF THE IDAHO CODE. LA TE: EXAMINING SURVEYOR, P.L.S. NO. _ In APR 1 0 ?017 SURVEYOR'S CERTIFICATE I,BRYCE D. ✓OLLEY, A LICENSED PROFESSIONAL LAND SURVEYOR IN AND Q A e . THE STATE OF IDAHO DO HEREBY CERTIFY THAT THE SURVEY OF THIS SUBDIVISION, DESIGNATED AS JUNIPER SANDS, WAS MADE UNDER MY DIRECTION, AND THAT SAID SUBDIVISION IS TRULY AND CORRECTLY STAKED AS PROVIDED BY LAW AND IN ACCORDANCE WITH THE ACCOMPANYING PLAT AS DESCRIBED HEREONN, P.L.S. 5360 ----------------------------------- Z SURVF p� �O y W � y � r 0.1-117 a 0 M N V N N O N O N V BASIS OF BEARINGS 18 17 - _ - - N890 31'34"E 2662.30' 19 20 1726.69' NE COR. SEC 20 C FOUND BRASS CAP 1 C.P.&F. #264347 w olb 0 o � o � o � NI N89° 59' 51"E P.O.B. J 0 50 100 200 SCALE: 1" =100' (18N24" PRINTS ONLY) Op n o LOT 1 0 0 0.22 AC. 90 rn m S89° 59' 51'W 106.00' 0 o LOT 2 0 0 0.24 AC. m o � BLOCK 1 935.61 STONEBRIDGE DIV. NO 1 INSTRUMENT NO. 294676 N L1 9° 5 ' 51"E L2 179.00' 111.00' N89° 59' 51"E 0 111.00' L3 9° 5 '51"E 172.00' OF SECTION 20, T6 N RAO E.B.M. WHICH PLAT SHALL HEREAFTER BE KNOWN AS STONEBRIDGE DIVISION NO. 2, AN . , 104.00' MADISON COUNTY, IDAHO BE IT FURTHER KNOWN, THAT I DO HEREBY DEDICATE GRANT AND CONVEY TO THE o o BOUNDARY DESCRIPTION I _ 17_ BLOCK 5 -' 20 QUIET AND PEACEFUL POSSESSION OF THE PUBLIC OR THE CITY OF IDAHO FALLS, AS PART OF THE W1/2NW114 OF SECTION 20, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M.,MADISON COUNTY, N 7!4 COR. SEC 20 0 LOT 1 o W LOT 12 v C.P.&F. #4268772 0 0 COMMENCING AT THE NW CORNER OF SAID SECTION 20; THENCE N 89°31'34" E 1726.69 FEET ALONG THE OWNER, AND THEIR HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT STONEBRIDGE SECTION LINE; THENCE S 00°00'09" E 777.00 FEET TO THE SOUTHWEST CORNER OF STONEBRIDGE, m 0.25 AC. S 0.28 AC.o ^_ THE FOLLOWING SEVEN (7) COURSES: 1) N 89°59'51" E 106.00 FEET; THENCE 2) S 00"00'09" E 9.59 FEET; LOT 1 INSTRUMENT NO. 330235 THENCE 3) N 89"59'51" E 179.00 FEET; THENCE 4) N 00°00'09" W 13.24 FEET, THENCE 5) N 89°59'51" E 111.00 REMOVE, CUTT TRIM ANY TREES, BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH FEET; THENCE 6) S 00°00'09" E 13.24 FEET; THENCE 7) N 89'59'51"E 172.00 FEET, THENCE S 00'00'09"E MAY INJURE ORR INTERFERE WITH THE USE THEREOF FOR ITS INTENDED PURPOSES. 690.68 FEET; THENCE S 89°59'51" W 11.05 FEET; THENCE S 00°00'09" E 158.21 FEET; THENCE N 86'13'53"W m o oo �' 0.26 AC. 0 68100 -,201-. o PARCEL CONTAINS 11.09 ACRES, MORE OR LESS. b 111.00' 87.19' 111.00' 87.19' ;° C9 78.54' N89° 59' 5VE 0 (n N89° 59' 51"E S45°00'09"E O� C10 BLOCK 2 2 w u - 84.00' BLOCK 3 111.00' 111.00' v w I 28.28' N CQ). 20.00' I N44°59'52"E W `S o o C13 N89° 59' S1"E O 0 rn o LOT 4 0 oo o p LOT 2 o LOT 17 0 ♦- - -O 0 \ m 0.25 AC. o -6 0.25 AC. U) 138.00' CO - o °� o Y ui r86�00' - V" I O N89°59'51"E N89° 59'51"E 0"y- 84.00' S89° 59' 51'W 111.00' 111.00' 140.00' I I O o <O 7q o LOT 3 0 o LOT 10 0 0 o LOT 1 0 F w .6 0.25 AC. p w 0.25 AC- m Q m 0.26 AC. U) STONEBRIDGE OWNER'S DEDICATION DIVISION N O Z KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED HIGLEY DEVELOPMENTS, . LLC, AN IDAHO LIMITED LIABILITY COMPANY IS THE LAWFUL OWNER OF THE TRACT OF PART OF THE W1/2 N W 1 /4 LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAS o m CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS AND STREETS, OF SECTION 20, T6 N RAO E.B.M. WHICH PLAT SHALL HEREAFTER BE KNOWN AS STONEBRIDGE DIVISION NO. 2, AN . , ADDITION TO THE CITY OF REXBURG,MADISON COUNTY, IDAHO. MADISON COUNTY, IDAHO BE IT FURTHER KNOWN, THAT I DO HEREBY DEDICATE GRANT AND CONVEY TO THE o PUBLIC, ALL STREETS AND RIGHT-OF-WAYS SHOWN HEREON, THAT I ALSO GRANT AND BOUNDARY DESCRIPTION CONVEY TO THE CITY OF IDAHO FALLS ALL EASEMENTS SHOWN ON THE PLAT AND THAT I _ 17_ HEREBY WARRANT AND SHALL DEFEND SUCH DEDICATION AND CONVEYANCES IN THE -' 20 QUIET AND PEACEFUL POSSESSION OF THE PUBLIC OR THE CITY OF IDAHO FALLS, AS PART OF THE W1/2NW114 OF SECTION 20, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M.,MADISON COUNTY, N 7!4 COR. SEC 20 THE CASE MAY BE, AGAINST SAID OWNER AND THEIR HEIRS AND ASSIGNS, AND AGAINST IDAHO DESCRIBED AS: FOUND BRASS CAP IN VAULT EVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER CLAIMS TO HAVE C.P.&F. #4268772 LAWFULLY HELD ANY RIGHTS IN SAID ESTATE AS OF THE DATE HEREOF. COMMENCING AT THE NW CORNER OF SAID SECTION 20; THENCE N 89°31'34" E 1726.69 FEET ALONG THE OWNER, AND THEIR HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT STONEBRIDGE SECTION LINE; THENCE S 00°00'09" E 777.00 FEET TO THE SOUTHWEST CORNER OF STONEBRIDGE, STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY EASEMENT SHOWN HEREON, AND THE DIVISION NO. 1 AND THE POINT OF BEGINNING; THENCE ALONG THE SOUTH LINE OF SAID DIVISION NO. 1 DIV. NO 3 CITY OF IDAHO FALLS AND ITS SUCCESSORS, ASSIGNS OR PERMITEES SHALL ALSO HAVE THE FOLLOWING SEVEN (7) COURSES: 1) N 89°59'51" E 106.00 FEET; THENCE 2) S 00"00'09" E 9.59 FEET; THE RIGHT, THE OWNER'S OR THEIR HEIRS', SUCCESSORS' OR ASSIGNS' EXPENSE, TO INSTRUMENT NO. 330235 THENCE 3) N 89"59'51" E 179.00 FEET; THENCE 4) N 00°00'09" W 13.24 FEET, THENCE 5) N 89°59'51" E 111.00 REMOVE, CUTT TRIM ANY TREES, BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH FEET; THENCE 6) S 00°00'09" E 13.24 FEET; THENCE 7) N 89'59'51"E 172.00 FEET, THENCE S 00'00'09"E MAY INJURE ORR INTERFERE WITH THE USE THEREOF FOR ITS INTENDED PURPOSES. 690.68 FEET; THENCE S 89°59'51" W 11.05 FEET; THENCE S 00°00'09" E 158.21 FEET; THENCE N 86'13'53"W 30.17' - - 389.57 FEET; THENCE S 55°47'49" W 203.40 FEET TO THE EAST LINE OF GROVER SUBDIVISION IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SIGNATURE THIS DAY OF INSTRUMENT NO.394710; THENCE N 00'00'09"W 947.19 FEET TO THE POINT OF BEGINNING. -,201-. o PARCEL CONTAINS 11.09 ACRES, MORE OR LESS. b CITY'S ACCEPTANCE _ THE FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED THIS DAY OF , 201-- MAYOR 01:MAYOR CITY ENGINEER TANGLEWOOD DR. LOT 5 O 206.00' 138.00' 0.30 AC. �°j �+, �(0 N89° 59' 51"E 3 .00' b6 6 C8-72.95'�- -87.00'- 87.00' -86.0 b'LOT 7 -86.00'-�J W 41 5 ^`3 0.30 AC. L,.� rn o m 0 m LU 1ps 118.79' TO THE CITY OF REXBURG FORA 2g'7 o LIFT STATION LOT AND ACCESS E) 99.78' I V` 0 w I N89° 59'51"E rn N89° 59'51"E 0 0.30 AC, \ 2�3 N89° 59' 51"E 0.31 AC. S05°06'09"E I _ -----"2`2 C5 60.03' 0 LOT 1 yy5 ISry 59.38' C6 30.25' 118.00' 14°41'21" OFpy�J�C\ 30.17' 104.00' �. 4'1�O�d 0 0.24 AC. o 59.37' b 111.00' 87.19' 111.00' 87.19' ;° C9 78.54' 50.00' �<l/ S45°00'09"E 70.71' C10 BLOCK 2 2 w p BLOCK 3 w 31.42' 20.00' w I 28.28' (D CQ). 20.00' 190°00'02" N44°59'52"E 28.28' C13 Z 0 rn o LOT 4 0 oo LOT 9 o oIN po LOT 0 0 \ N89° 59' 51 "E O - o °� u� ui 0.25 AC. ui 0) ,!V H � 0.25 AC. o� 0.25 AC. rn a o 0 0 1os.00' BLOCK 4' w 00 n I o N o LOT 2 o N N89° 59' 51 "E N89° 59'51"E N89° 59' 51 "E o Q' 0 rn 0.22 AG C) 111.00' 111.00' 104.00' I w I J\ Q \\ I 6800 889° 59' S1'W g LOT 5 0 0o LOT e o LOT 3 0 / m m 0.25 AC. o 0.25 AC. I o 0.25 AC. 106.00' I o m p I o o 1 0 o N89°59'51"EN89°59'51"E 0.202 AC. 68 00111.00' 104.00' S89°59'51'W106.00'm "2w O N LOT7 LOT4 LOT 4 o 0.34 AC- 0.30 AC.O Z o 0.22 AC. � a c9�61.00' O�7_ 3 ,5G -91.00'- - C, 84.00' - TANGLEWOOD DR. LOT 5 O 206.00' 138.00' 0.30 AC. �°j �+, �(0 N89° 59' 51"E 3 .00' b6 6 C8-72.95'�- -87.00'- 87.00' -86.0 LEGEND I•► -.0111 PLSS CORNER CONTROL PLACED 5/8'X 24" IRON ROD WITH CAP MARKED HLE P.L.S. 15571 PLACED 1/2" X 24" IRON ROD WITH CAP MARKED HLE P.L.S. 15571 FOUND 5.8" IRON ROD WITH CAP MARKED PLS 722 SURVEYED BOUNDARY LINE SECTION CONTROL LINE PUBLIC UTILITY EASEMENT (P.U.E.) P.O.B. POINT OF BEGINNING b'LOT 7 RADIUS BLOCK 2 41 5 ^`3 0.30 AC. L,.� m LOT 8 NOTE: 0 0.30 AC. LOT 6 , BLOCK 2 TO BE DEEDED 1ps 118.79' TO THE CITY OF REXBURG FORA 2g'7 o LIFT STATION LOT AND ACCESS L5 99.78' TO STORM RETENTION POND. Cb LOT ------- 0 0.47 AC. Np o 0 0.30 AC, \ 2�3 0 0.31 AC. S05°06'09"E 20.98' C5 60.03' 118.00' 29°0849" yy5 ISry 59.38' C6 30.25' 118.00' 14°41'21" OFpy�J�C\ 30.17' C7 �. 4'1�O�d 118.00' 29°08'30" 0 59.37' ' O� 87.19' LEGEND I•► -.0111 PLSS CORNER CONTROL PLACED 5/8'X 24" IRON ROD WITH CAP MARKED HLE P.L.S. 15571 PLACED 1/2" X 24" IRON ROD WITH CAP MARKED HLE P.L.S. 15571 FOUND 5.8" IRON ROD WITH CAP MARKED PLS 722 SURVEYED BOUNDARY LINE SECTION CONTROL LINE PUBLIC UTILITY EASEMENT (P.U.E.) P.O.B. POINT OF BEGINNING S890 59' 51"W Ln 11.05' W O oo`. - ?ONEIX ZONE& \ \ -----_ _ DEEO /NSTRU,yENT NO. !ETON RIVER CURVE TABLE CURVE ARC LENGTH RADIUS BLOCK 2 CHORD BEARING w C1 0 84.00' 90°00'00" N45°00'09'W 118.79' C2 31.42' o LOT 9 o m LOT 10 C3 o LOT 11 0 0.29 AC. o 0 0.30 AC, 21.01' 0 0.31 AC. S05°06'09"E 20.98' C5 60.03' 118.00' 29°0849" S24°46'34"E 59.38' C6 30.25' 118.00' 14°41'21" S46'4 1'39"E 30.17' C7 59.37' 118.00' 29°08'30" S68°36'35"E 59.37' ' 14.05' 87.19' 06°49'19" 87.19' 14.04' C9 78.54' 50.00' 90°00'00" S45°00'09"E 70.71' C10 31.42' 20.00' S890 59' 51"W Ln 11.05' W O oo`. - ?ONEIX ZONE& \ \ -----_ _ DEEO /NSTRU,yENT NO. !ETON RIVER CURVE TABLE CURVE ARC LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 131.95' 84.00' 90°00'00" N45°00'09'W 118.79' C2 31.42' 20.00' 90°00'00" S44°59'51'W 28.28' C3 31.42' 20.00' 90°00'00" S45°00'09"E 28.28' C4 21.01' 118.00' 10°12'01" S05°06'09"E 20.98' C5 60.03' 118.00' 29°0849" S24°46'34"E 59.38' C6 30.25' 118.00' 14°41'21" S46'4 1'39"E 30.17' C7 59.37' 118.00' 29°08'30" S68°36'35"E 59.37' C8 14.05' 118.00' 06°49'19" S86°35'29"E 14.04' C9 78.54' 50.00' 90°00'00" S45°00'09"E 70.71' C10 31.42' 20.00' 90°00'00" N44°59'51"E 28.28' C11 31.42' 20.00' 90°00'00" N45°00'091W 28.28' C12 31.42' 20.00' 190°00'02" N44°59'52"E 28.28' C13 31.42' 1 20.00' 90°00'00" 1 S45`00'09"E 28.28' CITY CLERK PLANNING AND ZONING TREASURER'S CERTIFICATE I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PER THE REQUIREMENTS OF SECTION 50-1308 OF THE IDAHO CODE, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT ARE CURRENT. DATE MADISON COUNTY TREASURER RECORDER'S CERTIFICATE I HEREBY CERTIFY THAT THE FOREGOING PLAT OF STONEBRIDGE DIVISION NO. 2, WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THE DAY OF 201_ AT AND RECORDED AS INSTRUMENT 06 MADISON COUNTY RECORDER HEALTH DEPARTMENT CERTIFICATE OF APPROVAL SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND APPROVAL FOR THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF SANITARY RESTRICTIONS. WATER AND SEWER LINE HAVE BEEN COMPLETED AND SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DATE: HEALTH DISTRICT SIGNATURE: FLOOD PLAIN DESIGNATION ZONE X, AND ZONE AE PER COMMUNITY -PANEL NUMBER 16065CO020 D WITH AN EFFECTIVE DATE OF JUNE 3, 1991. LINE TABLE LINE I BEARING I DISTANCE L1 S00°00'09"E 9.59' L2 N00°00'09'W 13.24' L3 S00°0909"E 13.24' L4 N64°2810"W 48.99' L5 N86°73'53"W 29.22' BASIS OF BEARINGS STONEBRIDGE DIVISION NO. 1 PLAT INSTRUMENT NO. 294676 BRYSON K. HIGLEY- PRESIDENT HIGLEY DEVELOPMENTS, LLC ACKNOWLEDGEMENT APR 3 2017 STATE OF ) i SS. COUNTY OF )p OF RGAMURU ON THIS DAY OF , 20_, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED BRYSON K. HIGLEY, KNOWN OR IDENTIFIED TO ME, TO BE PRESIDENT OF THE HIGLEY DEVELOPMENTS LLC, WHO SUBSCRIBED SAID PARTNERSHIP'S NAME TO THE FOREGOING OWNER'S DEDICATION AND THE DRINKING WATER SYSTEM CERTIFICATE AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN SAID PARTNERSHIP'S NAME AND AS A PERSON AUTHORIZED TO BIND SAID PARTNERSHIP. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND THE YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR THE STATE OF RESIDING AT: COMMISSION EXPIRATION DATE: DRINKING WATER SYSTEM CERTIFICATE PURSUANT TO I.C. § 50-1334, WE, THE OWNERS, CERTIFY THAT THE LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER FROM THE CITY OF REXBURG MUNICIPAL WATER SYSTEM, AND SAID CITY HAS AGREED IN WRITING TO PROVIDE CULINARY WATER SERVICE TO SAID LOTS. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR SIGNATURES THIS DAY OF , 201_ BRYSON K. HIGLEY - PRESIDENT HIGLEY DEVELOPMENTS, LLC IRRIGATION CERTIFICATE WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS INCLUDED WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT. SURVEYOR'S APPROVAL I CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND THAT IT COMPLIES WITH SECTION 50-1305 OF THE IDAHO CODE. DATE: MADISON COUNTY SURVEYOR, P.L.S. NO. SURVEYOR'S CERTIFICATE I, CLINT M. JOLLEY, A LICENSED PROFESSIONAL LAND SURVEYOR IN AND FOR THE STATE OF IDAHO DO HEREBY CERTIFY THAT THE SURVEY OF THIS SUBDIVISION, DESIGNATED AS STONEBRIDGE DIVISION NO. 2, WAS MADE UNDER MY DIRECTION, AND THAT SAID SUBDIVISION IS TRULY AND CORRECTLY STAKED AS PROVIDED BY LAW AND IN ACCORDANCE WITH THE ACCOMPANYING PLAT AS DESCRIBED HEREON. P.L.S.15571 DRAWN BY DESIGN BY CHECK BY TD CMJ JOB NO: 2016.674 LAND & DESIGN SURVEYING MATERIALS TESTING CIVIL & STRUCTURAL ENGINEERING I 3D SCANNING DATE: March 14,2017 800 W. ludicial Street • Blackfoot.ldaho 83221•Phone: 208.785.2977•Fax:208.785.2990 NI CINC COM 985N.CaoitalAvenue- Idaho Falls. Idaho 83405•Phone:208.524.0212•Fax:208.524.0229 SHEET NO. 1 460 Lincoln Street•AmericanFalls, Idaho 83211•Phone:208.226.5764•Fax:208.226.5767 OF SHEETS JUNIPER SANDS PART OF THE NE 1/4 OF THE NE 1/4 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 E.D. M CITY OF REXBURG, MADISON COUNTY, IDAHO 25 7TH SOUTH P.O.B. 36 - 570.42' - - 39.50' m 7.50' d Li N 212.53' - -- m 272 22 cli LOT 2 J L3 J L=38.42' R=24.50' SEWER LIFT STATION N450 17'58"W 34.60' TO BE DEEDED TO THE D=89°51'07" o l o CITY OF REXBURG15' PUE N `vq rn ° ra N Z' w Z L=248.59' R=510.00' W o I S14° 19'50"E 246.14' Q 15' PUE N D=27°55'39" Z o U) 0 REXBURG STAKE LDS CHURCH IO 50 100 200 SCALE. 1" j j 100 © 18 X 24 ONLY M 0 n N M o w Z UJ w 0 � N D w ry z w K co N 0 0 k: 2 co in N 0 14 20' CITY OF REXBURG EASEMENT N890 46'28"E 361.50' 10' PUE 30' P.U.E. I L=490.13' R=470.49' N590 58'43"E 468.27' D=59°41'14" L=531.28' R=510.00' N590 58'44"E 507.58' D=59°41'11" -183.74' - -- 183.73' S89° 49' 1 INSTRUMENT #324693 90 46'28"W 2639.85' - 1707.93' ,,,_S00° 22'00"E 32.00' S890 46'28"W 18.00' COOK DEED INSTRUMENT #287023 -i N140134' "W 227-0 / I Z I N14° 19' 50"W 227.07' D=27°55'39" 1 N890 46'28"E 193.41' �-/ 1 / 1 � BLOCK 2 / L=267.84' R=549.50' / N140 19' 50"W 265.20' LOT 1 D=27055'39" \ \ 3.86 ACRES \ L=520.09' R=510.00' / \ \ N00° 55'14"E 497.85' \ D=58°2548" \ \ L=560.38' R=549.50' N00° 55'14"E 536.41' \ ° � D=582548" / v / 62' TEMPORARY TURNAROUND ) � h�O o� L=479.81' R=470.50' LINE TABLE I �o N00° 55' 14"E 459.29' I / LINE BEARING DISTANCE D=58°25'48" I L, L7 N89046'28"E 70.00' 7 I / a L2 S00021'58"E 40.50' / 4 L3 S89046'28"W 70.00' BLOCK 1 I L2 N00°21'58"W 40.50' LOT 1 I I o`O 100' 11.53 ACRES I ��. QQ/ 66' �O L=520.09' R=510.00' / vl� NOW 55' 14"E 497.85' / s �- LEGEND D=58025'48" V\ 36 1 PLSS CORNER CONTROL 15' PUE/ / PLACED 5/8' X 24" IRON ROD WITH CAP MARKED HLE P.L.S. 5360 BLOCK 3 -- LOT'l 0.19 ACRES i tDcb / ti / PLACED 1/2" X 24" IRON ROD WITH CAP MARKED HLE P.L.S. 5360 '• e� 1 / O - - SECTION LINE v SURVEYED BOUNDARY LINE EASEMENT / ROW- RAILROAD AND HIGHWAY RIGHT OF WAY LINE P.03- POINT OF BEGINNING L=362.79' R=549.49' N49° 03'02"E 356.24' D=37049'43" VICINITY MAP SCALE:NTS LEGAL DESCRIPTION PART OF THE NE114 NE114 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M., IN THE CITY OF REXBURG, MADISON COUNTY, IDAHO DESCRIBED AS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 36,• THENCE S 89"4628" W 1707.93 FEET ALONG THE NORTH LINE OF SAID SECTION; THENCE S 00"22'00" E 32.00 FEET TO THE SOUTHERLY RIGHT OF WAY OF 77H SOUTH AND THE POINT OF BEGINNING; THENCE S 89'4628' W 18.00 FEET ALONG SAID RIGHT OF WAY,- THENCE S 002200" E 292.00 FEET ALONG THE WEST LINE OF DEED INSTRUMENT NO. 287023, THENCE N 89'4628" E 19341 FEET ALONG THE SOUTH LINE OF SAID DEED INSTRUMENT TO THE NORTHWESTERLY RIGHT OF WAY OF THE UNION PACIFIC RAILROAD, THENCE S 30'08'08' W 115306 FEET ALONG SAID RIGHT OF WAY TO THE NORTH LINE OF DEED INSTRUMENT N0.324693,• THENCE S 89'49'19" W 522.08 FEET ALONG SAID NORTH LINE TO THE EAST LINE OF DEED INSTRUMENT N0.327703,• THENCE N 00-21'58- W 545.50 FEET ALONG SAID EAST LINE,- THENCE N 89'4628" E 361.50 FEET,• THENCE N 00'21'58' W 773.00 FEET TO THE NORTH LINE OF SAID SECTION 36,- THENCE N 89'4628' E 570.42 FEET ALONG SAID SECTION LINE TO THE POINT OF BEGINNING. PARCEL CONTAINS 18.99 ACRES E C_ F I II �� A°h JUNIPER SANDS SEC. 36, T. 6 N., R. 39 E.B.M. 4RPER-LEAVITT F'NG'LNIsF7KL�G; INC:kBATE. NO.: 16-682 SHEET PROFESSIONAL ENGIMER5'AND LAND SMEYORS 800 W. dP.O. Bax 866 985 8°1 Ave. P.O. B°x 50691 . BY.- I RR BY' B.% �F,°x2(208)878592990 Blockl°°R Idaho 83221 (dh° F°lls, ld°h° N. I I h. x2(208)2524 Po77 0229 �7WCBTS RES'EF4FD. �i O Z <, wn 0 MID 0 u- f h O N a m 37.87' F911383"ll PIONEER VILLAGE FIRST AMENDED PLAT I.N. 357434 PIONEER VILLAGE MALL LLC INS 368053 CANTEMERE VILLAGE P.U.D. PRELIMINARY PLAT PART OF SE 1/4, SECTION 25, TWP. 6 N, RANGE 39 E, B.M. MADISON COUNTY, IDAHO LOT 4 LOT 3 PIONEER VILLAGE FINAL PLAT MAM REVOCABLE TRUST I.N. 317999 INS 404469 0 0 — I 10.00 �v -111110' 1i..t111' O.11 SU 1 e i"L I Uo 1617..1 SU -16'11^I: 1\� ` LOT 10 4 r LOT 9 LOT 8 I_ i 1 1 \\ INV 8" IN -4841.47 ( \ INV 8" OUT -4841.37 � r P..14, old f1d RX SS SS —� SS / I \ Md — \ 6' SIDWALK J 1 NW1013"A' 726A9 1 ---1 1--10.00 I I 4111111' 411110' 3000' 4(1.110' 1 ih 13"F SII 16'1 3'F I --SO 16'11"IC SO`I1i 13" LOT 7\ Y LOT 6 1 LC n LOT 4 Md Md)* Md Md 1 CANTAMERE, LLC. I.N. 407687 3.35 ACRES / 147 PARKING kSTALLS INV 8" OUT -42.32 INV 8" OUT -4842.22 A \ 7' LANDSCAPING STRIP r D N \ \ D O 40.00' V A \ p 5011613"le � / � � J � 3 t No I1, 4a.u0' T � N 1/4 CORNER 3.35 FOUND BRASS CAP ROOF SO FT INS. 264356 21% INV 8" IN -4840.39 40,710 27% HARDSCAPE SO FT c N m o 70 m LOT 111 y O Z <, wn 0 MID 0 u- f h O N a m 37.87' F911383"ll PIONEER VILLAGE FIRST AMENDED PLAT I.N. 357434 PIONEER VILLAGE MALL LLC INS 368053 CANTEMERE VILLAGE P.U.D. PRELIMINARY PLAT PART OF SE 1/4, SECTION 25, TWP. 6 N, RANGE 39 E, B.M. MADISON COUNTY, IDAHO LOT 4 LOT 3 PIONEER VILLAGE FINAL PLAT MAM REVOCABLE TRUST I.N. 317999 INS 404469 0 0 — I 10.00 �v -111110' 1i..t111' O.11 SU 1 e i"L I Uo 1617..1 SU -16'11^I: 1\� ` LOT 10 4 r LOT 9 LOT 8 I_ i 1 1 \\ INV 8" IN -4841.47 ( \ INV 8" OUT -4841.37 � r P..14, old f1d RX SS SS —� SS / I \ Md — \ 6' SIDWALK J 1 NW1013"A' 726A9 1 ---1 1--10.00 I I 4111111' 411110' 3000' 4(1.110' 1 ih 13"F SII 16'1 3'F I --SO 16'11"IC SO`I1i 13" LOT 7\ Y LOT 6 1 LC n LOT 4 Md Md)* Md Md 1 CANTAMERE, LLC. I.N. 407687 3.35 ACRES / 147 PARKING kSTALLS INV 8" OUT -42.32 INV 8" OUT -4842.22 A \ 7' LANDSCAPING STRIP r D N \ \ D O 40.00' V A \ p 5011613"le � / � � J � 3 t No I1, 4a.u0' T � N DESIGN CRITERIA J LAND USE TOTAL ACRES 3.35 0 ROOF SO FT O 21% LANDSCAPING SO FT 40,710 27% HARDSCAPE SO FT 76,931 52% D r m LOT 111 y "' Er m BUILDING STRUCTURE 1486.67 SF LEGEND FIRE HYDRANT j2f REBAR W/NO CAP FOUND S0''IG1',"I'. opc REBAR W/PLASTIC CAP FOUND \0`11,'1 ;,.\\. Z • SET 5/8"X24" REBAR WITH 4nnu' PLASTIC CAP -1 O REBAR W/ALUMINUM CAP FOUND 00 LOT 17 - CONTROLLING SECTION CORNER FND. jAS NOTED) 00o QUARTER SECTION CORNER FND. (AS NOTED) �S SEWER MANHOLE cODD m SS SEWER LINE PW WATERLINE w N CURB AND GUTTER SIDWALK W 0 — — RIGHT OF'JVAY FOUND REBAR WITH m SECTION LINE ALUMINUM CAP — — —QUARTER SECTION LINE INS. 408707 PROPOSED OVER ALL BOUNDARY LINE DESIGN CRITERIA J LAND USE TOTAL ACRES 3.35 v ROOF SO FT 31,220 21% LANDSCAPING SO FT 40,710 27% HARDSCAPE SO FT 76,931 52% PROPOSED PROPERTY LINE 40' 20' 0 40' —I EASEMENT LINE —{—{— 4 RAIL ROAD TRACKS SCALE: 1" = 40' I TINS I CORNER RECORD INSTRUMENT NUMBER WARNING I.N. INSTRUMENT NUMBER (PLATS/ROS) UNE IS 2 INCHES PNF PROPERT`! NOW OR FORMERLY AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) P.O.B. POINT OF BEGINNING INV 8" IN -4842.60 INV 8" OUT -4842.50 ` SS ` 5 SS N Md Md --44j*mJ —�— Md LOT 16 V"10'I., 401)0, LOT 14 y LOT 20 LOT 2 I MAM REVOCABLE TRUST INS 404469 I LOT 3 / r m LOT 2 .'I. h LOT 1 F C Z NO' 16 I3"1V NO I n'I 11% .0 m N INV 8" OU 43.63 C x Z \ v SS\ p I�I ZD — Md Md Nld SW1613 1.36 LOT19 - SS9 00 S�— I Mid l I 1 A INV 8" IN -4843.17 INV 8" CUT -4843.07 NOTES, BEARINGS SHOWN HEREIN ARE BASED ON THE IDAHO STATE PLANE COORDINATE SYSTEM. EAST ZONE, NAD 83 DATUM. DISTANCES SHOWN HEREON ARE GROUND DISTANCES USING AN AVERAGE PROJECT ELEVATION OF 4900 FEET. ALL IRON PINS SET ARE 5/8" x 24" REBAR WITH AN PLASTIC CAP STAMPED "PLS 13856". SURVEYOR'S CERTIFICATE I. JEFFREY M. ROWE. A PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, NUMBER 13856. DO HEREBY CERTIFY THAT I HAVE SURVEYED THE TRACT OF LAND DESCRIBED IN THE BOUNDARY DESCRIPTION ATTACHED HERETO, AND THAT SAID PARCELS ARE STAKED ON THE GROUND IN ACCORDANCE TO STATE LAW SECTION 53-1303. LOT 21 \�J LOT 18 INV 8" IN -4844.17 INV 8" OUT -4844.07 I„11; /moi � i�oo Ili \ _) E C E1___= r \ \ APR 1 2 2011 LJi \ ol OF DESCRIPTION OF UNITS: THERE ARE 21 UNITS, THE BOUNDARY LINES FOR EACH UNIT HAVE BEARINGS SHOWN. EACH UNIT CONSISTS ENTIRE PROPERTY ENCLOSED BY THE UNITY BOUNDARY LINES INCLUDING THE LAND AND ALL IMPROVEMENTS THERE ON. 4 N �Pt LA �qXO(,15TEqoSG�L a 13856 o �qPC of 1o”' ✓FFFREY M•R°�� v � —N0' 16'1 i"W rZ MEA - 40.00' r m LOT 111 y "' m x 40.110' { 0 Z 0 S0''IG1',"I'. �= cn D \0`11,'1 ;,.\\. Z W 4nnu' 0v -1 O 00 LOT 17 - cODD m m 40.00' —SU" 16 11131: Z SS �J" L ff d m INV 8" IN -4844.17 INV 8" OUT -4844.07 I„11; /moi � i�oo Ili \ _) E C E1___= r \ \ APR 1 2 2011 LJi \ ol OF DESCRIPTION OF UNITS: THERE ARE 21 UNITS, THE BOUNDARY LINES FOR EACH UNIT HAVE BEARINGS SHOWN. EACH UNIT CONSISTS ENTIRE PROPERTY ENCLOSED BY THE UNITY BOUNDARY LINES INCLUDING THE LAND AND ALL IMPROVEMENTS THERE ON. 4 N �Pt LA �qXO(,15TEqoSG�L a 13856 o �qPC of 1o”' ✓FFFREY M•R°�� T, 9 BASIS OF BEARING: BEARINGS SHOWN HEREIN ARE BASED ON THE IDAHO STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83 DATUM, BASED ON AN OPUS SOLUTION. DISTANCES SHOWN HEREON ARE GROUND DISTANCES USING AN AVERAGE PROJECT ELEVATION OF 4900 FEET. VERTICAL DATUM IS NAVD 88. FLOOD PLAIN: THE SUBJECT PROPERTY IS IN ZONE X - AREAS OUTSIDE THE 500 YR FLOOD PLAIN. SHOWN ON FEMA F.I.R.M. MAP 16065C0020D, DATED 06103/1991. LEGAL DESCRIPTION: SITUATED IN THE STATE OF IDAHO, COUNTY OF MADISON, BEING PART OF SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, OF B.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A REBAR WITH BRASS CAP FOUND MARKING THE SOUTH '/< CORNER OF SAID SECTION 25; THENCE NORTH 89046'34" EAST, A DISTANCE OF 1,320.02 FEET ALONG THE SOUTH LINE OF SAID SECTION 25 TO A POINT; THENCE NORTH 00016'13" WEST, A DISTANCE OF 37.87 FEET TO A 5/8" REBAR WITH A PLASTIC CAP SET STAMPED "FORSGREN PLS 13856", MARKING THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°16'13" WEST, A DISTANCE OF 726.95 FEET TO A REBAR WITH A PLASTIC CAP FOUND, THENCE NORTH 89°43'47" EAST, A DISTANCE OF 308.07 FEET TO A REBAR WITH PLASTIC CAP FOUND; THENCE SOUTH 04004'57" WEST, A DISTANCE OF 95.14 FEET TO A 5/8" REBAR WITH A PLASTIC CAP SET STAMPED "FORSGREN PLS 13856"; THENCE SOUTH 89057'49" EAST, A DISTANCE OF 69.94 FEET TO A REBAR WITH NO CAP FOUND ON THE WEST RIGHT-OF-WAY OF THE EASTERN IDAHO RAILROAD; THENCE SOUTH 30008'27" WEST, A DISTANCE OF 732.49 FEET ALONG SAID WEST RIGHT-OF-WAY OF THE EASTERN IDAHO RAILROAD TO THE POINT OF BEGINNING. CONTAINING 3 35 ACRES OF LAND, MORE OR LESS. THE ABOVE DESCRIPTION WAS PREPARED BY FORSGREN ASSOCIATES, UNDER THE DIRECT SUPERVISION OF JEFFREY M. ROWE, PLS 13856 IN FEBRUARY, 2016, AND IS SUBJECT TO EASEMENTS AND RIGHTS-OF-WAY OF RECORD. CANTEMERE VILLAGE P.U.D. PRELIMINARY PLAT PART OF SE 1/4, SECTION 25, TWP. 6 N, RANGE 39 E, B.M. MADISON COUNTY, IDAHO OWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT WE THE UNDERSIGNED, ARE THE OWNERS OF THE TRACT OF LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE CAUSED THE SAME TO BE PLATTED INTO BLOCKS, LOTS AND STREETS TO BE HEREAFTER KNOWN AS CANTEMERE VILLAGE SUBDIVISION, A P.U.D., MADISON COUNTY, IDAHO. THE PRIVATE DRIVE AND COMMON AREAS ARE DEDICATED FOR ACCESS TO AND USE OF THE LOTS DESCRIBED HEREIN. THE LOTS WITHIN THIS ARE ELIGIBLE TO RECEIVE WATER AND SEWER SERVICE FROM THE CITY OF REXBURG, IDAHO AND SAID MUNICIPALITY HAS AGREED TO SERVE SAID LOTS. IN WITNESS WHEREOF THE UNDERSIGNED HAVE DULY SIGNED THIS CERTIFICATE ON THIS _DAY OF _ 20.,_ KELLY MCCANDLESS ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF ON THIS DAY OF , 2017: BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, KNOWN OR IDENTIFIED TO ME TO BE THE KELLY MCCANDLESS, AND THE PERSON WHO SUBSCRIBED SAID COMPANY NAME TO THE ATTACHED OWNER'S DEDICATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN, NOTARY PUBLIC FOR THE STATE OF . RESIDING IN COUNTY, NOTARY PUBLIC FOR THE STATE OF. MY COMMISSION EXPIRES IN WITNESS WHEREOF THE UNDERSIGNED HAVE DULY SIGNED THIS CERTIFICATE ON THIS DAY OF 20_ CANTAMERE LLC. ACKNOWLEDGMENT STATE OF IDAHO } COUNTY OF ON THIS DAY OF , 2017 BEFORE ME THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED KELLY MCCANDLESS, KNOWN OR IDENTIFIED TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ATTACHED OWNER'S DEDICATION AS THE TRUSTEE OF THE CANTAMERE LLC. AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME AS TRUSTEES. IN WITNESS WHEREOF: I HAVE HEREBY SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR THE STATE OF RESIDING IN COUNTY NOTARY PUBLIC FOR THE STATE OF MY COMMISSION EXPIRES IRRIGATION CERTIFICATE REQUIREMENT OF IDAHO CODE 50-1334 ARE MET. THE LOTS ON THIS PLAT WILL RECEIVE WATER FROM AN EXISTING WATER SYSTEM VIA THE MUNICIPAL WATER SYSTEM. EXAMINING SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND IT TO BE CORRECT AND ACCEPTABLE AS REQUIRED BY SECTION 50-1305 OF THE IDAHO CODE. PROFESSIONAL LAND SURVEYOR LICENSE NO. DA HEALTH DEPARTMENT CERTIFICATE I HEREBY CERTIFY THAT SANITARY RESTRICTIONS REQUIRED BY IDAHO CODE, SECTION 50-1326 HAVE BEEN SATISFIED AND THIS PLAT IS HEREBY APPROVED FOR RECORDING BY FILING OF THIS CERTIFICATE HEREWITH. EASTERN IDAHO PUBLIC HEALTH ENVIRONMENTAL HEALTH SPECIALIST DATE TREASURER'S CERTIFICATE I THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT ARE CURRENT. BEGIN - PRIbJ CT LOCATION h SUBDIVIDER KELLY MCCANDLESS 223 JILL DR. REXBURG, ID. 83440 208-242-8422 ENGINEER/SURVEYOR FORSGREN ASSOCIATES, INC. 350 N. 2ND. E. REXBURG, ID. 83440 208-356-9201 VICINITY MAP COUNTY TREASURER DATE SCALE: NTS CITY ACCEPTANCE THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY MADISON COUNTY, IDAHO BY RESOLUTION ADOPTED THIS DAY OF 2017. MAYOR CITY ENGINEER CITY CLERK PLANNING AND ZONING OFFICIAL RECORDER CERTIFICATE I HEREBY CERTIFY THAT THE FOREGOING PLAT OF THE SECOND AMENDED PLAT OF BUTTE VIEW SUBDIVISION, IN MADISON COUNTY, IDAHO WAS FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THIS DAY OF , 2017 AT M. AND RECORDED UNDER INSTRUMENT NUMBER MADISON COUNTY RECORDER DATE I l CC I'A (� F,r 1 2 ?ni7 �� PT_ SURVEYOR'S CERTIFICATE I, JEFFREY M. ROWE, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, NUMBER 13856, DO HEREBY CERTIFY THAT I HAVE SURVEYED THE TRACT OF LAND DESCRIBED IN THE BOUNDARY DESCRIPTION ATTACHED HERETO, AND THAT SAID PARCELS ARE STAKED ON THE GROUND IN ACCORDANCE TO STATE LAW SECTION 50-1303. SPL LAIV\ 13856 %PAOF `OPO Door Schedule Door Finish Number Width Height Comments 1 2 4 6 8 9 -- 10 11 12 13 _ 14 15 _16- 17 18 19 20 3' - 8" 8' - 10" [Exterior Door 2'- 6" 8'--0" 12'-4" - - 2' -Off 8'-0" - 0" 8' 2'-4" 8'-0" - - 2' Off 8' 0„ — — 2'-4" i8'-0" 2' 4 8 0 ! 2'-6" _J 18'-0" - - — 4' - 0" 18'- 0" Double Door 2' - 0" 8' - 0" 6' 0" '8' 0" ',Metal insulated ,double door w/ glass 2' - 10" 8' - 0" 1 2'-4" '8'-0" -Off 2' - 4"_ 81.01, - 0„ 12'-4" _8' 81-0ff 2'-4" 8' -Off 31_0" 81.01, 3'-0" 6' 3' - 0" 8' Of' 5- Off 181 0" Metal insulated Metal insulated, 20 Min Fire Dr Double French Doors 21 2' 0" ' 8' 0" 22 2' 8" �6' 8" 23 2'-4" .18'_Off - 24 9' 0" 18' - 0" Overhead door 25 9' 0" 18' - 0" Overhead door 26 91-0.1 81- 0" Overhead door 26 Z- 8" 8' - 0'f 27 2'- 8" 8' 0" 28 2'- 8" 8' - 0" 29 2'- 6" 6' 8" STORAGE 30 2'- 10" 6' - 8" — --- - 31 6' - 0" 6'- 8" Metal insulated � 327 SF double door w/ glass 32 2' - 4" 6'- 8"Future Kitchenette 2 - - -- 0. 33 2' - 6" 6'- 8" 134 2' 4", 6, - 8"f - - - _. __. 35 2 4" 6-8" 36 2' - 4" 38 2' - 4ff-�6 ,8;--- __� 39 - 2'- 6" 6' _8" 40 2' -10`6'-8"_ - — PROVIDE WIRING AND/OR PLUMBING ROUGH -INS FOR ALL FUTURE Window Size wt Width Height Window Schedule Type Count Comments 6 8 3!4" 15' - 8" i STONE CLAD COLUMNS (TYP) -I FRAMED -WALL CAP 4' 4 112" 4'- 4 112" 3050', 305E -- 203A 2' 0" 3' - Q" Archtop with Trim 1 COORDINATE WITH OWNER —_n v v 305F 3' - 0" 6- 0" Fixed 5 See Plans for Combination Units SINK DRAIN VENT 278'-M 26 ' 4 11' - 7" 2' 1' 4'- 11 114" 306F 3' - 0" 6-011 TO RUN THROUTH Fixed 3 See Plans for Combination Units THIS WALL TO STORAGE b 406F 4' - 0" 6' - 0" Fixed 2 See Plans for Combination Units I ACCOMODATE e\ - r 327 SF I FUTURE LAYOUT, - 0 1420 1'- 4" 12'- 0" - Casement with Trim 2 f - RE: 2/Ao - - - - --- ---- - -- ---- - ---- - - -- ---- 1830 1' - 8" 3' - 0" Archtop with Trim 1 FOOD STORAGE 2020 2'- 0" 2'_011 Fixed 3 - 150 SF ti 2030 2'- 0" 3' - 0" Casement with Trim 1 BUILT-UP COLUMN o 2040 2' 0" li 4' - 0" Archtop with Trim 2 NIP 2660 .2'- 6° 6'-0' ---2 -- - - --- - STRUCTURAL BEAM 41 3016 3' - 0" 1 - 6" Arch Window 16301 2 Transom - PAINTED CONCRETE FLOOR - - - 3020 3' - 0" 2' - 0" Fixed 17 — Transom 1° -- Matt }+—Q--- .._ �/ __---_--_-------_- -- _-- .-- -_--- _ __ -- - PAINTED CONCRETE FLOOR - 1 V 1 l t UC Anna Dixon 3030 3' - 0" 3' - 0" Casement with Trim 11 3040 3' - 0" 4'- 0" Single Hung 12 _ See Plans for Combination Units 3046 3' - 0" 4'-611 Single Hung 1 See Plans for Combination Units New Residence 3050 3' - 0" 51-011 Single Hung 12 See Plans for Combination Units - - - - 3060 3' - 0" 6' 0" Single Hung 6 r See Plans_ for Combination Units Basement Plan 4020 4' - 0" 2'.0" Fixed 2 Transom -_ -- --- -- -- -� 14060 4'- 0" _ 6'-0" 'Single Hung 1 1 Basement- - - - - -- - - - _ - -- -- __ - - - - - 1/4" _ 1,-0f, MI ALLEN HOMES -- 1)1al(IN&DRV-11A'6 \M %111,\ Project number Date Drawn by Checked by Project Number Issue Date Author Checker I Scale 1/4" = 1'-0" I i A4 2 ALLEN HOMES > SIGN & DRAFTI\<. NXIFMAEN 2178-201-6657 2 I N -S MM 10' CEILING 1 First Floor 114 — 1f-011 6" 6' - 6" 13 '-011 3 3 31 " 1!2{ 4'- 5 1/2" T. 6" 31-61 11' I 38' - 3" 3050', 4 A5 9 Project Number W 196 SF Q -= 3 Checked by Checker 2321 Scale 114" — 1'-0" '' •J 5'-1112„ 31_6.1 3_51/2" 1 Bath 4 / \ S 49 SF o w q Bed Room \25 152 SF 3060 3ofio s pati, 10' CEILING - 1`e. O,. - - 10' CEILING �p �� TR 3020 10 7' 3020 TR 8' - 11 112" Office a 3016 / �: ti I ° 149 SF I s• 3050 �, 30501 1 . u I I1 6" 6' - 6" 13 '-011 3 3 31 " 1!2{ 4'- 5 1/2" T. 6" 31-61 11' I 38' - 3" 3050', 4 A5 9 _... .....,...... _.._:.-- _._.......,. 26 o'• 3 A5 Matt & Anna Dixon New Residence First Floor Plan Project number Project Number Date Issue Date Drawn by Author Checked by Checker Al Scale 114" — 1'-0" '' •J i1� q \25 151, 1`e. O,. �� ! ARCM 3016 ti . • g s• 3050 24 1 u _... .....,...... _.._:.-- _._.......,. 26 o'• 3 A5 Matt & Anna Dixon New Residence First Floor Plan Project number Project Number Date Issue Date Drawn by Author Checked by Checker Al Scale 114" — 1'-0" 1 "r LOAD BEARING WALLS (TYP) BEAM BELOW -- - ROOFING MATERIALS: ASPHALT SHINGLES OVER 309 FELT PAPER. PROVIDE ICE AND WATER SHEILD AT ALL VALLEYS, RIDGES, AND EVES F F- Project Number Date Issue Date . I.._.._.. ..... - - ---------- 8" 112" O Checker ALLEN HOMES F F- Project Number Date Issue Date . I.._.._.. ..... - - ---------- 8" 112" 8"112" Checker ALLEN HOMES Scale 1/41, 1-0.1 N \1 . a0 PROVIDE PROPER ATTIC VENTILATION AS PER 2012 114C EYEBROW BELOW, RE: ELEVATIONS - - LOAD BEARING WALL (TYP) Roof Plan 8" / 12" L I -- LOAD BEARING WALL (TYP) &QM' PROVIDE MIN 10- INSULATION CAVITY OVER BONUS ROOM, PROVIDE BAFFLES OVER ATIC INSULATION DIRCTLY ABOVE BONUS ROOM TO ALLOW PROPER VENTILATION FROM EVES TO ATIC RIDGE. EYEBROW BELOW, RE: ELEVATIONS Matt & Anna Dixon New Residence Roof Plan Project number Project Number Date Issue Date Drawn by Author Checked by Checker A3 Scale 1/41, 1-0.1 a0 I -- LOAD BEARING WALL (TYP) &QM' PROVIDE MIN 10- INSULATION CAVITY OVER BONUS ROOM, PROVIDE BAFFLES OVER ATIC INSULATION DIRCTLY ABOVE BONUS ROOM TO ALLOW PROPER VENTILATION FROM EVES TO ATIC RIDGE. EYEBROW BELOW, RE: ELEVATIONS Matt & Anna Dixon New Residence Roof Plan Project number Project Number Date Issue Date Drawn by Author Checked by Checker A3 Scale 1/41, 1-0.1 N Second Floor 1/4" = 1'-0" ALLEN HOMES ORAHING- NATF ACJ,FN 208 ?07-665? Matt 01 665 - Matt & Anna Dixon New Residence Second Floor Plan Projev number Project Number Date Issue Date Drawn by Author Checked by Checker A2 Scale 1/4" = 1F.0 . Top Plate @ Bonus IT -11" Foundation -1'-21/4" Grade tJ -Z - 2" Frost Line -5 - 2" ATTIC VENT (TYP) r BRACKETS, PAINT 6'8" HDR COLOR MATCH TRIM COLOR (TYP) 4" TRIM (TYP) Back Elevation Top Plate @ Bonus _Am 4" TRIM SHAKE SIDING 6 FRIEZE T 6 -WHUR . . .... 20 A BRACKETS (TYP) 33 STONE VENEER 3,, Garage/ Right Elevation — 1/4" = 11-01, ALLEN HOMES NATU ALLFN 208.201-6657 Matt & Anna Dixon New Residence Elevations I Project number Date I Drawn by Checkedbyby I scale Project Number I Issue Date ti _Top Plate @ Bonus 17'- 11" 0 Second" Floor Top Plate @ Garage 101- ill First Floor Oo F-11SHAKE ���� SIDING - tiv Foundation �r h - ti STONE. VENEER PROPOSED GRAD LINE 1 2. Back/Garage Elevation 1/4" = 1,-0" -1' - 2 114" - Frost Line -5'- 2" - Basement -8'-101/ T.O. Footing_`, -9' - 2 1/4" B.O.Footing ` , -10' - 0 1 /4" DIiSI6;N & DRAFTING NATFAIIFN 208-201-6,657 Matt & Anna Dixon New Residence Elevations Project number Date - Drawn by Checked by Scale ict Number Issue Date Author Checker 114" = 1'-0" t TopPlate@,Entry„_.__ 12'-1,s IlilIlPlate (CD Bedrooms 10'-1" Top Plate @ Kitchen! 10'-1" First Floor_____ Basement 4 - _10 1/4" - ASPHALT SHINGLE ROOF Front Elevation 1 1/4" = 1'-0" - — _ _ _ - -. . . . _...—....... Left Elevation 2 1/4" = 1'-0„ - - -- Top Plate @ Bonus t } Second Floor & , 10' - 11" 7 Top Plate @ Garage , 10' - III _Foundation._1 Grade -2'-2" Top Plate @ Bonus A 17' - 11" IF Second Floor 10' - 11" Top Plate @Bedrooms - 10' - 1 " -- N),J(iA h DRAI=I ]AG \TI- \I.ij N Id 2111 61i7'' Matt & Anna Dixon Foundation -1' - 21/4" New Residence Grade I -- - - - - - o, I 2' - 2" Elevations Frost Line -5'-2" Basement Project number Project Number -- .— -- -8'- 10 1/4' Date Issue Date T.O. Footing � Drawn by Author -9' 2 1/4" —_.. - - - — checked by Checker B.O. Footing _- - -10' - 0 1/4" A4 Scale 1/4" = 1'-0"