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HomeMy WebLinkAboutALL DOCS - 08-00084 - BYU-I Ninth Stake Center - Pre App ConfPre - application Conference Form City of Rexburg 12 North Center Phone: 208.359,3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 C!.T Y..__O f R Arncricn's I'vuaily Cunrnuurity Project Type (Please check one) ❑ Annexation ❑ Zone Change Project Information ❑ Subdivision o� Kexnu,q�, V 71�j :u )1 Other WIT# /^/ CirY ( .-r-S Project Name > yo - r 1^-PTH STA Applicant Name: jA&'a-J VAIJ r K.EI R0 , S ddress: 3!�g II✓ 5J f%yS_ D City: l DAHtt FAt.. _G State: _ -_ 1 Z) Phone: LOS — ' 6 4 2— 6 Owner (Complete if owner not applicant)) Name: Cot�1�0�.�►T►d/� OFT t}6 hWe IDiN G BISHOP OF: 'r I Gtt. er-14 o r~ JG S G4 j A i ,DAY A l ^JTS J A OTA N City: State: Phone: :50%-c- CoAJ - rlo Property Covered by Permit Address: Zone: 0MUO&a MY /a YJ - Legal Description (Lot, Block, Addition, Division Number) \ - -_ AWA5E SCE f�nrtcH�-6 t=om rt D o �✓ 2J E Y ) Acreage: rZ.O k Number of Lots: 1 Nature of Request (Briefly explain the proposed use) RBI 1 611605 FAC I L i 7 0 0 Comprehensive Plan Status and Zoning Comprehensive Plan Designation: —U/11 {/aZS 1 TY Zone: U*VlL&2M ITY 8YU - -T Minimum lot size allowed in this zone: Does the property conform to the Transportation Plan? Yes / No The property is currently: (S&W /IFMrfG&ON, b 5) 0 Platted 0 Needs a lot split 0 Needs a subdivision plat Infrastructure Needs A brief summary of major infrastructure to be provided and by whom: Streets T ° V6 , p l SGv Sscz� Water I 3Utt. O.,j 6 5-'A ! E Se ul BuMp 6 w1 i 2 4 X 5 G P4V\ Q�© Sewer 4 7-0 Storm Water /Drainage — Z> 3E a0 r5w S 5 mo Park and Trail Dedications MD Rer JO ► Suu 5 Sew Please consider the items in the Pre -Application Form carefully This conceptual pre - application conference is not intended to be all- inclusive, but rather to address the major development criteria, which should be thoroughly studied as development plans progress. Relevant Federal and State Statures, as well as Rexburg Regulations, Design Criteria, Zoning Codes, and other relevant local codes and policies should be reviewed and incorporated into future plans. Please contact the Planning & Zoning Department 208.359.3020 if you have questions about the development process in the Rexburg area. ignature of pplicant 2 Date 2 Record of Survey tai Corporation of the Riesidiny Bishop of The Church of 4lesus Christ of Lotter Oay Saints, o Utah 00rporatio17 So% Section 31, T. 6N, 40E /Madison County, Idaho ------- 25 30 -- - - - - -- M -- ------ - - - - -- S�� --- - - - - -- WEST 7TH SO!!IN 26X14' 9 38 31 latter .__, q ��� _ , 740sw 1, 80OD i *—•—• t40D 1 y ------ fOlaO BRAS GIP N L - - -- 13&IS43� TaAI6 SaS - M9a9 — — — is RFSFIUNOE {- POINT t - - -- OW 14 � 40.JB 3D IWP77ENCE J— ply 7�iT L L i Y - -- - -- I NEImICE PDNT HYANT PROPOSED RIDNT OF NtlW POB i III I H 1 Mot acres ISNT OF I 823, W sq. 2 .' ml e � > b + SECTION CONTROL - -� SOCIION UK _ WEST 71H SOUTH FAS AW PRDPOSm IGlIT OF WAY DEmem POND PEMA Wr 619DlNT LIE - -- ---- -- wafill TIY RA.W. wm 90UNDW LINE —•— FENCE UNE ° y fl STAMPED 455W ' � 1 t7P M�lFD�1C15�5 POB POM OF amWII1D AWAg VY OESCR/PMW PART OF THE NW1 14 OF SECTION 31. TOWNSHIP 6 NORTH, RANGE 40 EAST. &X. MADISON COUNTY. IDANO OESCREM AS: BEGINNING AT A POINT ON THE NORM UNE OF SECTION 31 ALSO BMW THE NW CORNER OF A PARCEL KNOWN AS SECOND PARCEL' AS RECORDED IN DEED INSWRWENT NO. 331629. SAID POINT BEING SB9'43'49'W 740.53 FEET AANO SAID NORM UNE FROM THE NORTH 1/4 CORNER OF SAID SECTION 31 AND RINK= THU= HANG THE WEST UNE OF SAID DEED 50714'154 SOAP FEET TO THE STY CORNER OF SAID DEED: THENCE NB745494 14&30 FEET 70 THE WEST LINE OF A PERWXW EAMENT 70 THE CITY OF RDWRO, IDAHO; THENCE SOO'19$54 73391 FEET ALONG SAID EAMM,- THENCE NNO409YE 137.30 FEET ALONI SAID EASEMENT UNE TO THE WE3IERLY RIGHT –OF-MY OF UNIVERSITY BOULAVA D THENCE SOCT9 377.44 FEET ALDNG SAID WGXT –OF –WAY: THENCE SB9 621.33 FEET. THENCE NOP18WW 951.04 FEET TO THE NORTH UNE OF SAD SECTION 31: THENCE NW4W49'E 377.37 FEET RANG SAID NORTH UNE TO THE POW OF BOMNNO. PARCEL CONTAINS 17.01 ACRES AND IS SUBECT TO WEST 7TH SOUTH RIOIR –OF –WAY. SURVEYORS AWES i. CENTER 1 4 OF SEC710N 31, AS SET 62 1NE GIY OF RET®Uftf:, ODES NOT 111E INfERSEC11011 CF 7FE SECTION CENTER LINES, SINE ADJOpNG DEEDS REFER TD THE INTERSECTION W THE SECTION CENTER LOB FaR 71E CENTER 1/4 AND DO NOT REFERENCE THE CITY OF RF]OM WENT. 2. TOTAL '. ACREEAGE 1 2.01 ACRLau AfliF ^P f 1 NET ACREAGE 1129 4 Barty Glen whr. —. a neglatwed Profamonal LwW Surveyor N We Stole oT Idaho, do twrft "Mfy that thia pbt It an O.,,ft rapnaant.U. M tha aA W mn~ _der my auW id_. 15i arty sn ame v qZ` � � o 10786 P OF LO�o fir = s e4s49�r = =� =- X31 FOUND BRAS CM N scab" CPAF /77.0y5 C£R77F/C-A7E OF COUNTY R CORDER COUNTY OF HtAmSaN )a STATE OF 6WI INSTRUMENT N0. RED FOR RECORD AT THE REQUEST OF KUL R ASSOCIATES AT—MINUTI S PAST —Q'CWM —H., nee MY OF . 700& FEE LDS CHURCH SECTION 31, T. 6N., RAOE. MADISON 5 =A 9 I 1 inch = 80 - KELLER 356 West Suunyside, Suite B Idaho FaUs, Idaho 83404 (208)542.6120 V .4 . 'r e.. r. =` w \ i o❑ L. t f'ecord of Survey for Coroorotion of the Presiding B%Sho,O Of The Church of t/esus Christ of L after 00 Soinz`s, o Uoh Coroorotion Sole Section ,31, T. 6N., 40E Madison County, Idaho 25 30 36 31 7418F9= FOUND BRASS CAP IN MONUMENT WELL CP &F #264358 SURVEYORS CERTIFICATE I, Barry Glen Whitson, a registered Professional Land Surveyor in the State of Idaho, do hereby certify that this plot is an accurate representation of the survey completed under my supervision. �taNt LANG �ISTfq� SpP` Barry Glen Whitson License No. Date o 10786 00 OF 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 137.50' I AS RECORDED IN DEED INSTRUMENT NO. 331699, SAID POINT BEING i_o POB WEST rn 7TH SOUTH < 30 12.01 acres NSW45 - 49 - E Z m 523,158 sq. ft. 2_63_6. _ — _ _ _ _ _ BOUNDARY LINE 577.52 S0 0'14'18'E _ _ - - - - -- �— 740.53' S89'45'49"W 31 I x x -6.8' PLASTIC CAP STAMPED 4563 x x 50.00 —x N89"45 '49 1 ° 62.17' REFERENCEI N89'45'49'E 274.66 —�� POINT OF BEGINNING --------- S86'3T11 "E - - - - 449.09 / -- .30 -- 500'19'25 "E POINT - - - -- — — — — — — — — — — — — 1 1 FOUND BRASS CAP `49.50' REFERENCE 49.50' REFERENCE J / 12'1 7 4 --- ______ IN SIDEWALK POINT POINT PROPOSED RIGHT CP &F x!273876 OF WAY I I I I I I I I I I I I I BOUNOWL DESCR /PT /ON PART OF THE NW1 /4 OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M., MADISON COUNTY, IDAHO DESCRIBED AS: m N N "35'E I BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 31 ALSO SECTION CONTROL N69' j BEING THE NW CORNER OF A PARCEL KNOWN AS 'SECOND PARCEL" 137.50' I AS RECORDED IN DEED INSTRUMENT NO. 331699, SAID POINT BEING i_o g 125• I S89'45'49"W 740.53 FEET ALONG SAID NORTH LINE FROM THE NORTH 12.01 acres RIGHT OF WAY I 1/4 CORNER OF SAID SECTION 31 AND RUNNING THENCE ALONG THE "E Z m 523,158 sq. ft. i WEST LINE OF SAID DEED SOO'14'18 50.00 FEET TO THE SW I CORNER OF SAID DEED; THENCE N89'45'49'E 146.30 FEET TO THE BOUNDARY LINE WEST LINE OF A PERMANENT EASEMENT TO THE CITY OF REXBURG, FENCE LINE IDAHO; THENCE S00'19'25 "E 233.81 FEET ALONG SAID EASEMENT; 0 PLASTIC CAP STAMPED 4563 THENCE N89'40'35 "E 137.50 FEET ALONG SAID EASEMENT LINE TO SET 1/2 "x24' IRON ROD WITH n r I THE WESTERLY RIGHT —OF —WAY OF UNIVERSITY BOULEVARD; THENCE m Poe POINT OF BEGINNING i SOO'19'25 "E 377.44 FEET ALONG SAID RIGHT —OF —WAY; THENCE C4 S89'45'49"W 861.35 FEET; THENCE N00'18'55'W 661.04 FEET TO THE M a I NORTH LINE OF SAID SECTION 31; THENCE N89'45'49 "E 577.52 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. PARCEL CONTAINS 12.01 ACRES AND IS SUBJECT TO WEST 7TH SOUTH RIGHT —OF —WAY. `n � a I I I I m N N aam +0 ty n I SURVEYORS NOTES 1 I 1. CENTER 1/4 OF SECTION 31, AS SET BY THE CITY OF REXBURG, DOES NOT MATCH THE INTERSECTION OF THE SECTION CENTER LINES. > i SOME ADJOINING DEEDS REFER TO THE INTERSECTION OF THE SECTION CENTER LINES FOR THE CENTER 1/4 AND DO NOT REFERENCE THE CITY OF REXBURG MONUMENT. I 2. TOTAL ACREAGE 12.01 — PUBLIC ROAD A E M ENT ACREAGE 0.72 I NET ACREAGE 11.29 I I I I I I I RECORD OF SURVEY CERTIFICATE OF COUNTY RECORDER LDS CHURCH COUNTY OF MADISON STATE OF IDAHO SS SECTION 31, T. 6N., R.40E. e INSTRUMENT NO. MADISON R FILED FOR RECORD AT THE REQUEST OF KELLER ASSOCIATES AT MINUTES Scale: 1' -100' Drawn BY: BGW Job : It PAST O'CLOCK, —M., THIS DAY OF , 2008. Date: 01 -24 -08 Checked: BGW Sheet: 1 100 0 50 100 200 DEPUTY: Drawing File: ROS 12- 21- 07.dwg FEE: I �� K F T T_ F R 35 Idaho Falls, Idah i inch 100 ft. (Feet) LEGEND SECTION CONTROL — — — — SECTION LINE WEST 7TH SOUTH — — — PERMANENT EASEMENT PROPOSED RIGHT OF WAY DETENTION POND PERMANENT EASEMENT LINE ----- - - - - -- UNIVERSITY R.O.W. LINE BOUNDARY LINE x FENCE LINE FOUND 1/2" IRON ROD WITH 0 PLASTIC CAP STAMPED 4563 SET 1/2 "x24' IRON ROD WITH PLASTIC CAP STAMPED 10786 Poe POINT OF BEGINNING aam +0 ty n I SURVEYORS NOTES 1 I 1. CENTER 1/4 OF SECTION 31, AS SET BY THE CITY OF REXBURG, DOES NOT MATCH THE INTERSECTION OF THE SECTION CENTER LINES. > i SOME ADJOINING DEEDS REFER TO THE INTERSECTION OF THE SECTION CENTER LINES FOR THE CENTER 1/4 AND DO NOT REFERENCE THE CITY OF REXBURG MONUMENT. I 2. TOTAL ACREAGE 12.01 — PUBLIC ROAD A E M ENT ACREAGE 0.72 I NET ACREAGE 11.29 I I I I I I I RECORD OF SURVEY CERTIFICATE OF COUNTY RECORDER LDS CHURCH COUNTY OF MADISON STATE OF IDAHO SS SECTION 31, T. 6N., R.40E. e INSTRUMENT NO. MADISON R FILED FOR RECORD AT THE REQUEST OF KELLER ASSOCIATES AT MINUTES Scale: 1' -100' Drawn BY: BGW Job : It PAST O'CLOCK, —M., THIS DAY OF , 2008. Date: 01 -24 -08 Checked: BGW Sheet: 1 100 0 50 100 200 DEPUTY: Drawing File: ROS 12- 21- 07.dwg FEE: I �� K F T T_ F R 35 Idaho Falls, Idah i inch 100 ft. (Feet) Record of Survey for Corporation of the Presiding BishoO of The Church of T Jesus Christ of Lotter Day Saints, G Utah Corporation So% Section J1, T. 6N 40E Madison County, /doho SURVEYORS CERTIFICATE 1, Barry Glen Whitson, a registered Professional Land Surveyor in the State of Idaho, do hereby certify that this plat is an accurate representotion of the survey completed under my supervision. \STER Barry Glen Whitson License No. 10785 Date z p o 10786 CA G F � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — in h 25 30 a POB WEST 7TH SOUTH $ 30 _ _ _ N8W45'49*E 2636.14_ _ _ _ _ _ _ 1418.09' 577.52 740.53' S69'45'49W 36 31 _x x x x 50 014'18'E 31 8' a _ — — — — — FN8 _ 86 274 - - x — NW45 62.17' REFERENCEI . __ POINT - - -- --------------- FOUND BRASS CAP IN S68'3T11"E 449.09 S00 I F SIDEWALK MONUMENT WELL 49.50' REFERENCE 49.50' REFERENCE 1217 y, -------- FOUND BRASS CAP CP &F /264358 POINT POINT PROP D Y IGHTJ 1 i CP &F 1273876 BOUNDARY DESCR /PT /ON PART OF THE NW1 /4 OF SECTION 31, TOWNSHIP 6 NORTH. RANGE 40 EAST, B.M., MADISON COUNTY, IDAHO DESCRIBED AS: 12.01 acres 523,156 sq. ft. 125' RIGHT OF WAY r m ti 5.3' 100 0 50 100 200 1 inch = 1DO ft. (Feet) CERTIFICATE OF COUNTY RECORDER COUNTY OF MADISON ?SS STATE OF IDAHO ) INSTRUMENT NO. FILED FOR RECORD AT THE REQUEST OF KELLER ASSOCIATES AT MINUTES PAST O'CLOCK, _M., THIS DAY OF , 2008. FEE: BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 31 ALSO BEING THE NW CORNER OF A PARCEL KNOWN AS "SECOND PARCEL' AS RECORDED IN DEED INSTRUMENT NO. 331699, SAID POINT BEING S89'45'49"W 740.53 FEET ALONG SAID NORTH LINE FROM THE NORTH 1/4 CORNER OF SAID SECTION 31 AND RUNNING THENCE ALONG THE WEST LINE OF SAID DEED S0014'18'E 50.00 FEET TO THE SW CORNER OF SAID DEED; THENCE N89'45'49 "E 146.30 FEET TO THE WEST LINE OF A PERMANENT EASEMENT TO THE CITY OF REXBURG, IDAHO; THENCE SOO'19'25 "E 233.81 FEET ALONG SAID EASEMENT; THENCE N89'40'35 "E 137.50 FEET ALONG SAID EASEMENT LINE TO THE WESTERLY RIGHT —OF —WAY OF UNIVERSITY BOULEVARD; THENCE S00'19'25 "E 377.44 FEET ALONG SAID RIGHT —OF —WAY; THENCE S89'45'49'W 861.35 FEET; THENCE N0918'55'W 661.04 FEET TO THE NORTH LINE OF SAID SECTION 31; THENCE N89'45'49'E 577.52 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. PARCEL CONTAINS 12.01 ACRES AND IS SUBJECT TO WEST 7TH SOUTH RIGHT —OF —WAY. SURVEYORS NOTES 1. CENTER 1/4 OF SECTION 31, AS SET BY THE CITY OF REXBURG, DOES NOT MATCH THE INTERSECTION OF THE SECTION CENTER LINES. SOME ADJOINING DEEDS REFER TO THE INTERSECTION OF THE SECTION CENTER LINES FOR THE CENTER 1/4 AND DO NOT REFERENCE THE CITY OF REXBURG MONUMENT. 2. TOTAL ACREAGE 12.01 — PUBLIC ROAD EASEMENT ACREAGE 0.72 NET ACREAGE 11.29 LEGEND SECTION CONTROL — — — — SECTION LINE WEST 7TH SOUTH — — — — — — PERMANENT EASEMENT PROPOSED RIGHT OF WAY DETENTION POND PERMANENT EASEMENT LINE ----- - - - - -- UNIVERSITY R.O.W. LINE BOUNDARY LINE x FENCE LINE FOUND 1/2 - IRON ROD WITH O PLASTIC CAP STAMPED 4563 SET 1/2 "x24' IRON ROD WITH PLASTIC CAP STAMPED 10786 P08 POINT OF BEGINNING 100 0 50 100 200 1 inch = 1DO ft. (Feet) CERTIFICATE OF COUNTY RECORDER COUNTY OF MADISON ?SS STATE OF IDAHO ) INSTRUMENT NO. FILED FOR RECORD AT THE REQUEST OF KELLER ASSOCIATES AT MINUTES PAST O'CLOCK, _M., THIS DAY OF , 2008. FEE: BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 31 ALSO BEING THE NW CORNER OF A PARCEL KNOWN AS "SECOND PARCEL' AS RECORDED IN DEED INSTRUMENT NO. 331699, SAID POINT BEING S89'45'49"W 740.53 FEET ALONG SAID NORTH LINE FROM THE NORTH 1/4 CORNER OF SAID SECTION 31 AND RUNNING THENCE ALONG THE WEST LINE OF SAID DEED S0014'18'E 50.00 FEET TO THE SW CORNER OF SAID DEED; THENCE N89'45'49 "E 146.30 FEET TO THE WEST LINE OF A PERMANENT EASEMENT TO THE CITY OF REXBURG, IDAHO; THENCE SOO'19'25 "E 233.81 FEET ALONG SAID EASEMENT; THENCE N89'40'35 "E 137.50 FEET ALONG SAID EASEMENT LINE TO THE WESTERLY RIGHT —OF —WAY OF UNIVERSITY BOULEVARD; THENCE S00'19'25 "E 377.44 FEET ALONG SAID RIGHT —OF —WAY; THENCE S89'45'49'W 861.35 FEET; THENCE N0918'55'W 661.04 FEET TO THE NORTH LINE OF SAID SECTION 31; THENCE N89'45'49'E 577.52 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. PARCEL CONTAINS 12.01 ACRES AND IS SUBJECT TO WEST 7TH SOUTH RIGHT —OF —WAY. SURVEYORS NOTES 1. CENTER 1/4 OF SECTION 31, AS SET BY THE CITY OF REXBURG, DOES NOT MATCH THE INTERSECTION OF THE SECTION CENTER LINES. SOME ADJOINING DEEDS REFER TO THE INTERSECTION OF THE SECTION CENTER LINES FOR THE CENTER 1/4 AND DO NOT REFERENCE THE CITY OF REXBURG MONUMENT. 2. TOTAL ACREAGE 12.01 — PUBLIC ROAD EASEMENT ACREAGE 0.72 NET ACREAGE 11.29 - - -- P - - l F �- 1 / L Ei n� n — -