Loading...
HomeMy WebLinkAboutSURVEYOR COMMENTS 1.28.25 - 24-00868 - Teton VU Estates D1 REV1 (1)TETON VU ESTATES DIVISION NO. 1 A SUBDIVISION OF THE CITY OF REXBURG, LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, �, e TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN V MADISON COU , IDAHO /! 2024 SURVEYOR'S CERTIFICATE .(,_SPENCER MCCUTCHEON , A LICENSED PROFESSIONAL LAND, SURVEYOR IN THE STATE OF IDAHO. DO HEREBY -CERTIFY THAT THE SURVEY OF THIS PLAT, IS ACCURATE REPRESENTATION OF THE SURVEY COMPLETED BY ME OR UNDER MY SUPERVISION, AND IS IN CONFORMITY WITH THE CORNER PERPETUATION AND FILING ACT, STATE OF IDAHO, CODE 55-1601 THROUGH 55-1613 AND TO THE IDAHO CODE RELATION TO SURVEYS 'A 20907 0 SPENCER MCCUTCHEON PLS NO.20907 9 OF ♦9��! DATE OF PLAT: 1-15-2024 SURVEYORS NARRATIVE IT IS THE INTENT OF THIS PLAT AND THE SURVEY ON WHICH IT IS BASED TO CORRECTLY REPRESENT THE BOUNDARY LINES AND PROPERTY CORNERS OF THE SUBDIVISION AND TO SHOW PROPOSED LOT LINES OF SAID SUBDIVISION AS REQUESTED BY CIVIL SOLUTIONS. THE BASIS OF BEARING IS SOUTH 00"08'11" EAST 2645.99 FEET MEASURED BETWEEN THE FOUND SOUTH QUARTER CORNER AND THE CENTER QUARTER CORNER OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN. THE SYSTEM ORIENTATION IS BASED ON GRID NORTH ALONG THE EAST ZONE CENTRAL MERIDIAN AND NO CONVERGENCE ANGLE HAS BEEN APPLIED. THE FIELD DATA WAS COLLECTED ON 5-14-2024. AN APPLIED COMBINED SCALE FACTOR OF 1.0002709644 WAS APPLIED AT THE CENTER QUARTER CORNER OF SAID SECTION 17. FOUND EVIDENCES AND MONUMENTS ARE REPRESENTED HEREON. IN RETRACING THE SUBJECT PROPERTY I LOCATED VARIOUS CORNERS AS SHOWN ON THE RECORDS OF SURVEY INSTRUMENT NOS 309453, 313085, 328687. AND 304730 WHICH WERE ALL PERFORMED BY THOMPSON ENGINEERING, INC. FOUND 4 MONUMENTS AS SHOWN AS BEING SET BY THE SAID RECORDS OF SURVEYS. I HAVE FOUND THAT THESE MONUENTS WERE IN HARMONY WITH WHAT WAS SHOWN ON SAID PLAT AND HAVE HELD THEM AS SUCH. INSTRUMENT NO. 304730 SHOWS THAT THIS SURVEYOR FOUND A 5/8" IRON ROD LOCATED AT THE SOUTHWEST, SOUTHEAST, AND NORTHWEST CORNERS OF THE SUBJECT PARCEL, I LOCATED THESE SAME MONUMENTS AND IT WAS NOTED THAT THIS SURVEY SET A 1/2" IRON ROD AND CAP EAST OF THE SOUTHEAST CORNER, AS THE SURVEY HELD THE RIGHT-OF-WAY LINE OF OLD U.S. HIGHWAY 191 AT 116' FEET FROM THE CENTERLINE OF THE EASTER IDAHO RAILROAD TRACKS. I HAVE HELD THE 5/8" IRON ROD AND CAP AS FOUND AND SHOWN AS THE SUBJECTS PROPERTY LINE. I HAVE DECIDED TO DO SO BECAUSE WE ARE GOING TO BE DEDICATING RIGHT-OF-WAY AND I WANTED TO MAKE SURE THAT ANY INTEREST THAT THE CURRENT PROEPRTY HAS IN THIS RIGHT-OF-WAY IS DEDICATED TO THE PUBLIC. I THEREFOR HAVE HELD SAID MONUMENT. I FOUND A 518" IRON ROD AND NO CAP AT THE NORTHWEST CORNER OF THE SUBJECT PROPERTY. I DID NOT FIND ANY RECORD OF SURVEY THAT COINCIDES WITH THIS MONUMENT BUT DUE TO THE FACT THAT I FOUND SIMILAR 5/8" IRON RODS AND CAPS AT THE NORTHEAST, SOUTHEAST, AND SOUTHWEST CORNERS I HAVE HELD THE SAID MONUMENT AS BEING THE LOCATION OF THE BOUNDARY LINE. I HELD THE NORTHEAST, SOUTHEAST AND SOUTHWEST CORNERS AS THE INTENDED BOUNDARY LINE OF THE SUBJECT PARCEL AS WELL. THESE MONUMENTS ALSO COINCIDE WITH THE LONG ESTABLISHED FENCE LINES WHICH SHOWN THE INTENT OF THE BOUNDARY LINES. MY PROFESSIONAL OPINION IS RENDERED UPON THIS SUBDIVISION PLAT. THERE MAY EXIST OTHER EVIDENCE, MONUMENTS, OR DOCUMENTS THAT COULD AFFECT THIS SURVEY. ANY NEW EVIDENCE, MONUMENTS, OR DOCUMENTS CONTRADICTORY TO THIS SURVEY SHOULD BE PRESENTED TO ME FOR MY REVIEW AND CONSIDERATION. CITY ACCEPTANCE THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED THIS DAY OF 2D MAYOR CITY ENGINEER CITY CLERK PLANNING AND ZONING OFFICIAL TREASURER'S CERTIFICATE I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PURSUANT TO THE REQUIREMENTS OF I.C. §50-1308, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THE BOUNDARY DESCRIPTION SHOWN HEREON ARE CURRENT. DATE: MADISON COUNTY TREASURER RECORDER'S CERTIFICATE I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF TETON VIEW - 01VISION NO. 1, IN MADISON COUNTY, IDAHO WAS FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THIS DAY OF 20_ AT AND RECORDED UNDER INSTRUMENT NUMBER SANITARY RESTRICTI.ONS_ AS_REQUIRED BY. IDAHO_ CODE,_ TITLE50, 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. EASTERN IDAHO PUBLIC HEALTH ENVIRONMENTAL HEALTH SPECIALIST REHS DATE IRRIGATION CERTIFICATE NOTICE IS HEREBY GIVEN THAT ALL LOTS OR PROPERTY INCLUDED WITHIN THIS PLAT ARE WITHIN THE TETON ISLAND FEEDER CANAL COMPANY AND THAT A SUITABLE SURFACE WATER DELIVERY SYSTEM HAS BEEN PROVIDED FOR SUCH LOTS OF PROPERTY. ALL LOTS WITHIN THIS SUBDIVISION WILL BE REQUIRED TO IRRIGATE FROM THE TETON ISLAND FEEDER CANAL AND WILL NOT BE ALLOWED TO IRRIGATE FROM THE CITY CULINARY WATER. BASIS OF BEARING ALL MEASURED BEARINGS SHOWN HEREON RE DIRECTLY TO THE IDAHO STATE PLANE COORDINATE SYSTEM WEST LATE ZONE 1103) US SURVEY FEET AND USING A COMBINED SCALE FACTOR OF OF 1.0002709644 THAT WAS APPLIED AT THE CORNER OF SECTION 17 FOR GRID TO GROUND CONVERSION. NO CONVERGENCE ANGLE WAS APPLIED CENTERQUARTER C A R TO THIS SYSTEM. r I CERTIFY THAT I AM A LICEMED PROFESSIONAL LAND SURVEYOR IN fl1E STATE OF IDAHO AND THAT I HAVE EXAMINED THIS PLAT AND FIND THAT IT COMPLIES IA7TH IDAHO :ODE 511-1305 PROFESSIONAL LAND SURVEYOR LICENSE NO. w Imo" BOUNDARY DESCRIPTION A PARCEL OF LAND THAT LIES FULLY WITHIN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN. SUBJECT PARCEL CONTAINS 10.836 ACRES OF LAND AS FOUND IN THE WARRANTY DEED INSTRUMENT NUMBER 448803 AS FOUND IN THE MADISON COUNTY RECORDER'S OFFICE. BASIS OF BEARING IS SOUTH 00" 08' 11" EAST 2645.99 FEET MEASURED BETWEEN THE CENTER QUARTER CORNER AND THE SOUTH QUARTER CORNER OF SAID SECTION 17. SUBJECT PARCEL MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A FOUND I IRON ROD AND CAP MARKED PLS 8252 AS SHOWN ON THE RECORD OF SURVEY INSTRUMENT NUMBER 304730, SAID IRON ROD LIES 149.80 FEET NORTH 00" 08' 16" WEST ALONG THE SECTION LINE AND 395.53 FEET SOUTH 89° 51' 44" WEST FROM THE FOUND CENTER QUARTER CORNER OF SAID SECTION 17 TO THE TRUE POINT OF BEGINNING; RUNNING THENCE SOUTH 89° 33' 49" WEST 899.68 FEET (EAST 900.00 FEET BY RECORD) TO A FOUND I IRON ROD AND CAP MARKED PLS 8252; THENCE NORTH 30° 08' 33" EAST 782.90 FEET (SOUTHWESTERLY 784.00 FT BY RECORD) TO A FOUND IRON ROD AND NO CAP; THENCE NORTH 89° 34' 09" EAST 500.95 FEET (WEST 500.00 FEET BY RECORD) TO A FOUND a IRON ROD AND CAP MARKED PLS 8252; THENCE SOUTH 00" 28' 30" EAST 673.98 FEET (NORTH 675.98 FEET BY RECORD) ALONG AN EXISTING FENCE LINE THE TRUE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 472,014 SQUARE FEET OR 10.836 ACRES OF LAND. W 1460 N S1TE LN OWNERS' DEDICATION KNOW, ALL MEN BY THESE PRESENTS: THAT THE, UNDERSIGNED KUHN PROPERTIES,. LLC,. A 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 •�O BLOCK, LOTS, STREETS, COMMON AREAS AND EASEMENT, WHICH PLAT SHALL HEREAFTER BE KNOWN AS TETON VIEW DNISION NO. 1 IN THE CITY OF REXBURG, MADISON COUNTY, IDAHO.. BE IT FURTHER KNOWN THAT I DO HEREBY DEDICATE TO THE PUBLIC YELLOWSTONE HIGHWAY RIGHT-OF-WAY DEDICATION AS SHOWN HEREON. THE EASEMENTS SHOWN HEREON ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHT TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES OR FOR ANY OTHER USE DESIGNATED ON THE PLAT. THE UNDERSIGNED ALSO CERTIFY ALL LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER AND SEWER FROM THE CITY OF REXBURG AND SAID CITY HAS AGREED IN WRITING TO SERVE THE SUBDIVISION. IN WITNESS WHEREOF, OWNER HAS HEREUNTO SUBSCRIBED ITS SEAL AND SIGNATURE THIS DAY OF 202_ KUHN PROPERTIES LLC DAVID L. KUHN, MANAGER ACKNOWLEDGMENT STATE OF ) :SS. COUNTY OF 1 B DAY OF 20_ BEFORE ME THE UNDERSIGNED A NOTARY PUBLIC IN AND FOR SAID TAT ON THIS IDS E PERSONALLY APPPEARED DAVID L. KUHN KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF THE KUHN PROPERTIES LLC AND IDAHO LIMITED LIABILITY COMPANY, AND THE OFFICER WHO SUBSCRIBED SAID LIMITED LIABILITY COMPANY NAME TO THE FOREGOING OWNERS'S DEDICATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN SAID LIMITED LIABILITIES NAME AS A PERSON AUTHORIZED TO BIND SUCH LIMITED LIABILITY COMPANY. NOTARY PUBLIC FOR THE STATE OF RESIDING AT: COMMISSION EXPIRATION DATE: y }-r VyW A- vYky�t a� 7 PUBLIC UTILITY EASEMENT NOTE: UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN, AND OPERATE THEIR EQUIPMENT ABOVE AND BELOW GROUND AND ALL OTHER RELATED FACILITIES WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH STRUCTURES AT THE LOT OWNER'S EXPENSE., AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE. FINAL PLAT z Om U W Za O to m <O �t LL 0 H Z< F_ Eg a O ��> It IX �00 w� F 55 xw:U Q W IL > d oomo OaaZ W w ~ Z m - LL W 7 rn p 0: m 0: it z 0 0 0 Z=Z)mU XQ o W F w Q 2 0 I NO.I REVISIONS I BY I DATE I CLIENT I f DRAWN: -L1 SURVEYED: 5n.1 FIELD WORK: 5.161 DATE: 1-15-25 COPYRIGHT VICINITY MAP (NOT TO SCALE) REXBURG, UTAH SHEET 1 OF 3 ALL REPORTS, DESIGN, FIELD DATE, FIELD NOTES, DRAWINGS, SPECIFICATIONS, CALCULATIONS, ESTIMATES OR ANY REPRESENTATION CONTAINED HEREON ARE THE SOLE PROPERTY OF ELEVATED LAND SURVEYING UNLESS PREVIOUSLY ESTABLISHED BY PRECEDENCE OR AGREEMENT. CIVIL SOLUTIONS LOCATION (LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTE .� OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN wADISON COUNTY. IDAHO ELEVATED LAND SURVEYING 3534 APOLENA AVE IDAHO FALLS, ID 435-633-3012 Z a 0: 0 Elf i= co W z 0 O U F W _ QQ 0 TETON VU ESTATES DIVISION NO. 1 A SUBDIVISION OF THE CITY OF REXBURG, LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, V TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN � MADISON rC, IDAHO FOUND 3" BRASS MONUMENT ff MARKED FORSGREN ASSOC LS 3020 MARKING NORTH / \�\\ ►�(,- / / QpF Ri 9 ol&5 p�GE�' pEEN05 �'VO OF S17, T 6 N. R 40 E, B.M. CORNER // / S O\AD•� 3 11 ONE 03 CP&F INST. NO. 404617 -- } /4*/ _ opl°l "'_ N89° 34' 09"E 500.95 FT_ �NStN SCALE: 1" = 70' - (WEST 500.00 FT (R1) (, 0 70 140 Q 730.57 - 470.38 - - - /II�� ��}6I//'y-�/� I i�ll�lll�!�III' - 70 to lr �%'1�✓�/OpM �� 1 ��nieYaFoi1rGRppU�BLOCLOT K4tV% fAUr \ TZ�FR1v c LOT 1 / C REXBURG BUSINESS PARK / / \� / //!�\ - `Or3 \Y 'BLOCK 8 INST. NO.506229 p / O1� / /`�„o� 'v,CpT4�t JI ���/ COT 19 _j \\�"b. ?COT& ,r '�� �/` BLOCK 11 ,�y pEE�yOU.LOCK - // BOO 40;- 0 Nry�/ �1'1 COMMON AREA P_np3"Q� N & -�g---�� ec c ' COMMONAREEo ./. <OT: F r 342,229 SOLL `CD 4oT'f�7.856AC H '=zCA 05 ch U NI o �. / ;v(oSD(b r) (o eJ I ��o� - I I I I I I , pT OJ o O zl 133Z tpT TOE (C.A.) ti LOT 1 . 1c; IQ ��- r' BLOCK 10 0,651 SQ s :' COTST 4 r �; ,e�ON-, J \ �, 9 L13 R.O.W. DEDICATION 40 Line Table LINE # LENGTH DIRECTION Ll 80.00 FT N59° 51' 27"W L2 50.00 FT N30" 08' 33"E L3 80.00 FT S59" 51' 27"E L4 50.00 FT S30" 08' 33"W L5 33.00 FT N59° 51' 27"W L6 50.00 FT N30" 08' 33"E L7 50.00 FT S30" 08' 33"W L8 33.00 FT S59° 51' 27"E L9 33.00 FT S89' 33' 49"W L10 50.00 FT NOW 26' 11"W Lll ' 50.00 FT S89° 33' 49"W L12 33.00 FT N00°, 26' 11'W L13 33.00 FT S89° 3T 49"W L14 50.00 FT NOO° 26' 1 VW L15 55.00 FT N59° 51' 27"W L16 55.00 FT S59".51' 27"E L17 55.00 FT N59° 51' 27"W L18 55.00 FT S59° 51' 27"E L19 55.00 FT N00" 26' 11"W L20 55.00 FT SOO" 26' 11'E L21 55.00 FT NOW 26' 11"W L22 55.00 FT SOO' 26' 11"E BLOCK POINT OF BEGINNING LOCATED FROM P.O.B. TIE LENGTH DIRECTION Al 668.85 FT N57" 19' 39"W 02 765.67 FT N89° 05' 41 "W A3 99.75 FT N59° 59' 59"W Q4 545.49 FT N71' 29' 17"W AF 603.30 FT N57° 14' 33"W O6 492.51 FT j N32" 44' 08"W �7 637.47 FT N33" 02' 32"W 08 381.02 FT N15" 53' 09"W Q9 348.07 FT N50" 54' 55"W A'0 381.17 FT N82" 49' 23"W o;Cp " , ^i /'\ y. (C.A.) / (C.A.) PARCEL 5 ,T9 r7O N89° 33' 49"E 264.19 FT I I p �oo N89' 33'49"E 264.19 FT- _j REFERENCES MADISON COUNTY IDAHO � 40 h I S1 - REXBURG BUSINESS PARK PHASE 2 - FORSGREN ASSOCIATES INC- DAVID C. LEE PLS 10897 - INST. NO. 315062 ' 77 S2 -THOMSON FARMS SUBDIVISION PHASE 3 -ENSIGN - DOUGLAS J. KINSMAN PLS 14344 - INST. NO.420585 CC;_ J I R1 - WARRANTY DEED - MAC BROTHERS HOLDINGS LLC - INST. NO.448803 RS1 - CITY OF REXBURG SECTION CONTROL- INST NO.422112 / `�T a RS2 - RECORD OF SURVEY - RAY MCDOUGAL- THOMPSON ENGINEERING - KEVIN L. THOMPSON PLS 10563 -INST. NO. 304730 ( pT. ; S89` 33' 49"W 264.19 FT _ S89° 3T 49M 264.19 FT (C.A.) RS3 -RECORD OF SURVEY - RAY MCDOUGAL- THOMPSON ENGINEERING - KEVIN L. THOMPSON PLS 10563 - INST. NO. 309453 RS4 -RECORD OF SURVEY -RAY MCDOUGAL- THOMPSON ENGINEERING -KEVIN L. THOMPSON PLS 10563 -INST. NO. 313085 .2 / REEL ROAD _ y -"� I p'� + v '' �� - P.O.B. RS5 - RECORD OF SURVEY - RAY MCDOUGAL - THOMPSON ENGINEERING - KEVIN L. THOMPSON PLS 10563 - INST. NO.328687 (C.A.) 1•••. ,, _. I RS6-RECORD OF SURVEY- THATCHER SUMMIT INC- FORSGREN ASSOCIATES INC -JEFFERY M. ROWE PLS 13856-INST. NO. 397168 eee s7 - 589" 51' 44W N (V io � BLOCK 4 ' O� O O O. J O O O O O 70.71 / PARCEL 1 90 33' 9"W 8 .68 FT 2A 26 (EAST 900.00 FT (R1) �'VU /43 O'y/'SMROs 3A I 3B I PARCEL 4 I ARY7d Np 3 NEN OOU I NS?G7�3 E�4 I II EoI 9� 5 I QV�SOB OG �ygp,61 I �Hp�NO A'lZ I DNS 395.53 FT (TIE) (M) W FOUND MARKED'BRASS MONUMENT FORSG EN ASSOC LS 3020 QUARTER CORNER OF S17,MARKING T 6 N. R 40 E, B.M. CP&F INST. NO.404629 Z �� NO. REVISIONS BY DATE DRAWN: SJM LEGEND - _ - - P.O.B. (TIE) BOUNDARY LINE 0 SETYz" IRON ROD AND CAP MARKED (PLS 20907) s LOT LINE 0 FOUND /g" IRON ROD NO CAP PLSS SECTION LINE FOUND' IRON ROD AND CAP (PLS 8252) STREET CENTERLINE ❑ FOUND }" IRON ROD AND CAP (PLS KILT 10563) ADJOINING TITLE LINE O GOVERMENT PLSS MONUMENT (CENTER QUARTER)' 15 FT PUBLIC UTILITY EASEMENT (P.U.E.) MOci GOVERMENT PLSS MONUMENT (NORTH/SOUTH QUARTER) NO. NUMBERS BUILDABLE AREA (PRIVATE OWNERSHIP) CP&F CORNER PERPETUATION AND FILING RECORD POINT OF BEGIN NNG (M) MEASURED DISTANCE (SOFT) SQUARE FEET (AC) ACRES P.O.B. TIE INST. INSTRUMENT (C.A.) COMMON AREA NOTES rn Q Ln m I ALL COMMON AREAS ARE A PUBLIC UTILITY EASEMENT. m co ALL COMMON AREAS ARE A PRIVATE INGRESS/EGRESS EASEMENT. N o I O L11 c 1 c y1Q`41s�' ? I n Q 80 m c 20907 I O Q III/ Q� O / OF `9V MARKED FORSGREN ASSOC LS 3020 MC MARKING SOUTH QUARTER CORNER OF S17, T 6 N, R 40 E, B.M. CP&F INST. NO. 365323 SHEET 2 OF 3 SURVEYED: S1M FIELD WORK: S.IM DATE: ]-1525 COPYRIGHT ALL REPORTS, DESIGN, FIELD DATE, FIELD NOTES, DRAWINGS, SPECIFICATIONS, CALCULATIONS, ESTIMATES OR ANY REPRESENTATION CONTAINED HEREON ARE THE SOLE PROPERTY L ELEVATED LAND SURVEYING UNLESS PREVIOUSLY ESTABLISHED BY PRECEDENCE OR AGREEMENT. FINAL PLAT CLIENT CIVIL SOLUTIONS LOCATION ,ATEO IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTEF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN NSON COUNTY, IDAHO E L E VAT E D LAND SURVEYING 3534 APOLENA AVE IDAHO FALLS, ID 435-633-3012 BLOCKS OO O O O 1� m 11.00FT TETON VU ESTATES DIVISION NO. 1 A SUBDIVISION OF THE CITY OF REXBURG, LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN MADISON _:O' r,1 -'1 , iDAHO 2024 33.00FT 33.ODFT � S.00FT 23.00FT 23.00FT 5.00FT 5.00FT 11.00FT 5.00FT 22.00FT - 5.00FT 11.00FT �5.00FT 33.00FT 8,920 SQ LOTS 1 0.205 AC BLOCKS 6-10 .00FT 5.00FT 22.00FT 5.00FT 5.00FT 23.00FT 23.00FT 80.00FT LL O LL 4,000 SQ 0 0,092 AC LOT 1 BLOCK 5 11.DOFT 5.00FT 33.00FT 80.00FT 22.41 FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 22,41 FT BLOCKS 1, 3, &4 LOTS 1 LOTS 2 LOTS 3 LOTS 4 LOTS 5 LOTS 6 LOTS 7 LOTS 8 LOTS 9 LOTS 10 LOTS 11 LOTS 12 0 1,232 SQ o 1,207 SQ o 1,207 SQ o 1,207 SQ o 1,207 SQ o 1,207 SQ 1,207 SQ 1,207 SQ 1,207 SQ 1,207 SQ 1,207 SQ a 1,232 SQ o 0.028 AC 6 0.028 AC 16 0.028 AC 6 0.028 AC 6 0.028 AC v 0.028 AC 0.028 AC N 0.028 AC 0.028 AC 0.028 AC 0.028 AC 0.028 AC 22.41 FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94F7 21.94FT 21.94FT 21.94FT 21.94FT 22.41 FT SCALE, 1" = 20' 0 20 40 22.41 FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 21.94FT 22.41FT BLOCK 2 LOTS 1 LOTS 2 LOTS 3 LOTS 4 LOTS 5 LOTS 6 LOTS 7 LOTS 8 LOTS 9 LOTS 10 LOTS 11 LOTS 12 LOTS 13 LOTS 14 1,232 SQ o 1,207 SQ o 1,207 SQ LLo 1,207 SQ $ 1,207 SQ 1,207 SQ o 1,207 SQ o 1,207 SQ LLo 1,207 SQ 1,207 SQ 1,207 SQ 1,207 SQ 1,207 SQ 1,232 SQ N 0.028 AC N 0.028 AC N 0.028 AC h 0.028 AC ui 0.028 AC N 0.028 AC h 0.028 AC 0.028 AC 0.028 AC 0.028 AC 0.028 AC 0.028 AC N 0.028 AC 0.028 AC N 22.41 FT 21.94FT 21.94FT 21.94FT j 21.94FT 21.94FT 21.94FT I 21.94FT 21.94FT 21.94FT 21.94FT I 21.94FT 21.94FT 22.41 FT LEGEND BOUNDARY LINE 0 SET Yz" IRON ROD AND CAP MARKED (PLS 20907) LOT LINE © FOUND 5/a" IRON ROD NO CAP PLSS SECTION LINE 0 FOUND s/B° IRON ROD AND CAP (PLS 8252) _ STREET CENTERLINE ❑ FOUND i" IRON ROD AND CAP (PLS KLT 10563) ADJOINING TITLE LINE O GOVERMENT PLSS MONUMENT (CENTER QUARTER) 15 FT PUBLIC UTILITY EASEMENT (P.U.E.) C�0<1 GOVERMENT PLSS MONUMENT (NORTH/SOUTH QUARTER) NO. NUMBER BUILDABLE AREA (PRIVATE OWNERSHIP) CP&F CORNER PERPETUATION AND FILING RECORD P.O.B. POINT OF BEGINNING (M) MEASURED DISTANCE (SOFT) SQUARE FEET (AC) ACRES (TIE) P.O.B. TIE INST. INSTRUMENT (C.A.) COMMON AREA ytCE1�13� 20907 O 9� OF `QBO mcc� SHEET 3 OF 3