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HomeMy WebLinkAboutALL DOCS - 08-00445 - Tamana Fields - Pre App Conferenceb 0 Pre - application Conference Form City of Rexburg 12 North Center Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 O� gEX6 �$C s ?ra �( (� 7 t� 1 1 ti O F CW Arncricea EmilyCorneaunit, Project Information Project Type (Please check one) ❑ Annexation ❑ Zone Change X Subdivision ❑ Other Project Name Applicant Name: ' &r- �l ate"' Address: Z 503 City: /� 6v_f State: i l o Phone: 75 — , ! a— Owner (Complete if owner not applicant) Name: f7i t \ 1n��7,:, �h Address: City: X burl State: Property Covered by Permit Address: Legal Description (Lot, Block, Addis Division /lo P- Y" S 4 Phone: 9.s(,: — 5 Z Z Z Zone: Acreage: 7 7 • ? 4 ' Number of Lots: 46!�k Nature of Request (B riefly explain the proposed use) GCI4A �v.S i..tS} 17/��� ,SG[ bC�i ✓'�$�or� b r Comprehensive Plan Status and Zon +' C-0 "" g ,v"" Z) - , tX ;;�� Comprehensive Plan Designation: � rj/l.� I,a D . � Zone: Minimum lot size allowed in this zone: Does the property conform to the Transportation Plan? Yes / No The property is currently: ❑ Platted ❑ Needs a lot split X Needs a subdivision plat Infrastructure Needs A brief summary of major infrastructure to be provided and by whom: Water Sewer Storm Water /Drainage Park and Trail Dedications 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. 9 /s Signature of Ap licant Date 2 6 0 Part of the North Half of the Southeast Quarter (N 1/2 SE 1/4) and part of the Northeast Quarter of the Southwest Quarter (NE 1/4 SW 1/4) of Section 36, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho described as follows: Beginning at a point that is S.00 0 16'34 "E. 258.16 feet along the section line from the East Quarter corner of said Section 36 and running thence S.00 °16'35 "E. 1050.92 feet along said section line to the Southeast corner of the North Half of the Southeast Quarter (N 1/2 SE 1/4) of said Section 36; thence S.89 0 51'05 "W. 2633.33 feet to the Southeast corner of the Northeast Quarter of the Southwest Quarter (NE 1/4 SW 1/4) of said Section 36; thence S.89 0 59'43 "W. 206.91 feet along the south line of said Northeast Quarter of the Southwest Quarter (NE 1/4 SW 1/4) to the Southeast corner of the property as described in Instrument No. 341841; thence along the boundary of said property the following three (3) courses: (1) N.00 0 07'56 "W. 483.81 feet; thence (2) S.89 0 52'04 "W. 199.72 feet; thence N.56 0 26'25 "W. 122.99 feet to the easterly right -of- way line of the Old Yellowstone Highway; thence N.30 0 07'50 "E. 562.32 feet along said easterly right -of -way line to the southerly right -of -way line of the South Rexburg Arterial Project No. STP- 7866(101); thence along said southerly right -of -way line the following twelve (12) courses: (1) S.59 0 41'07 "E. 17.07 feet; thence (2) N.30 0 07'59 "E. 5.26 feet to a point of curve; thence (3) 29.68 feet along said curve to the right, Curve Data: Delta = 85 0 01'18 ", Radius = 20.00 feet, Chord bearing = N.72 0 38'09 "E. 27.03 feet; thence (4) S.64 0 51'36 "E. 208.84 feet to a point of curve; thence (5) 296.15 feet along said curve to the left, Curve Data: Delta = 25 Radius = 670.00 feet, Chord bearing = S.77 0 31'22 "E. 293.74 feet; thence (6) N.89 0 48'53 "E. 902.13 feet to a point of curve; thence (7) 332.67 feet along said curve to the left, Curve Data: Delta = 21 °54'31 ", Radius = 870.00 feet, Chord bearing = N.78 0 51'37 "E. 330.65 feet; thence (8) N.67 0 54'22 "E. 427.28 feet to a point of curve; thence (9) 191.19 feet along said curve to the right, Curve Data: Delta = 21 °54'31 ", Radius = 500.00 feet, Chord bearing = N.78 0 51'37 "E. 190.03 feet; thence (10) N.89 0 48'53 "E. 457.83 feet; thence (11) S-00 6'34"E. 97.66 feet; thence (12) N.89 0 48'53 "E. 70.00 feet to the point of beginning. Parcel contains 66.32 acres and is subject to the existing County Road right -of -way along the east side of the above described parcel. ALSO: Beginning at a point on a curve on the northerly right -of -way line of the South Rexburg Arterial Project No. STP- 7866(101) that is S.89 0 48'53 "W. 579.59 feet along the east - west centerline through the section from the East Quarter corner of said Section 36 and running thence along said northerly right -of -way line the following ten (10) courses: (1) 204.93 feet along said curve to the left, Curve Data: Delta = 13 0 02'47 ", Radius = 900.00 feet, Chord bearing = S.72 0 59'34 "W. 204.49 feet; thence (2) S.66 0 28'10 "W. 403.19 feet to a point of curve; thence (3) 282.46 feet along said curve to the right, Curve Data: Delta = 22 0 10'10 ", Radius = 730.00 feet, Chord bearing = S.77 0 33'17 "W. 280.70 feet; thence (4) S.88 0 38'22 "W. 258.95 feet; thence (5) S.89 0 48'53 "W. 658.61 feet to a point of curve; thence (6) 236.47 feet along said curve to the right, Curve Data: Delta = r • 25 0 1929 ", Radius = 535.00 feet, Chord bearing = N.77 °31'21 "W. 234.55 feet; thence (7) N.64 0 51'37 "W. 193.55 feet to a point of curve; thence (8) 33.16 feet along said curve to the right, Curve Data: Delta = 94 0 59'43 ", Radius = 20.00 feet, Chord bearing = N.17 0 21'49 "W. 29.49 feet; thence (9) N.30 0 07'59 "E. 13.31 feet; thence (10) N.59 °52'01 "W. 17.00 feet to the easterly right -of -way line of the Old Yellowstone Highway; thence N.30 0 05'40 "E. 117.58 feet along said easterly right -of -way line to the north line of the Southwest Quarter; thence N.89 0 55'27 "E. 63.64 feet to the Northwest corner of the Southeast Quarter; thence N.89 0 48'53 "E. 2055.26 feet along the north line of said Southeast Quarter to the point of beginning. Parcel contains 11.035 acres. NJ Schiess &Associates i lk CONCEPT PLAN ENGINEERING - PLANNING -LAND SURVEYING PART OF N 1/2 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. IDAHO FALLS, IDAHO REXaUM. IDAHO (208) 522-1244 (M) 358 -8082 AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO GRAPHIC SCALE 20 0 100 200 400 (IN FEE ) 1 Inch = 200 ft. / i i UJ LEGEND BOUNDARY DESCRIPTION SHEET 1 OF 3 Part of the North Half of the Southeast Quarter (N 1/2 SE 1/4) and part of the Northeast Quarter of the Southwest Quarter (NE 1/4 SW 1/4) of Section 36, P.O.B. POINT OF BEGINNING PLACED 518" x 24" IRON ROD Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho described as fellows: WITH CAP MARKED P:L.S. 9369 - ROADWAY CENTERLINE Beginning at a point that is S.00 "1 6'34 "E. 258.16 feet along the section line from the East Quarter comer of said Section 36 and running thence S.00 0 16'35 "E. PROPERTY LINE PLACED 1/2" x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 1050.92 feet along said section line to the Southeast comer of the North Half of the Southeast Quarter (N 1/2 SE 1/4) of said Section 36; thence S.89'51'05"W. "59'43"W. LOT LINE 2633.33 feet to the Southeast comer of the Northeast Quarter of the Southwest Quarter (NE 114 SW 1/4) of said Section 36; thence S.89 206.91 feet FOUND 5/8" IRON ROD along the south line of said Northeast Quarter of the Southwest Quarter (NE 1/4 SW 1/4) to the Southeast corner of the properly are described in Instrument No. A FIFTEEN FOOT WIDE UTILITY 341841; thence along the boundary of said property the following three (3) courses. (1) N.00 "0T58"W. 483,81 feet; thence (2) S.89WOM. 199.72 feet; thence ------- °-- -- - --- EASEMENT IS HEREBY FOUND 1/2" IRON ROD GRANTED ALONG ALL ROAD N.56'2625"W. 122.99 feet to the easterly right -of way One of the Old Yellowstone Highway; thence N.3(r07'50"E. 562.32 feet afc said easterly right- of-way line to the southerly right -dway line of the South Rexburg Arterial Project No. STP - 788101); thence along said southerly right -of line the following twelve FRONTAGES WITHIN EACH LOT. © PROPOSED MANHOLE (12) courses: (1) S.59 °41'07 "E. 17.07 feet; thence (2) N.30 "07'59E. 5.26 feet to a point of curve; thence (3) 29.68 feet along said cure to the right, Curve Data: ALL OTHER EASEMENTS ARE " 5138"E. 208. thence (5) 296.15 Delta = 85 0118 ", Radius = 211.04 feet, Chord bearing = N.72 3809"E. 27.03 feet; thence (4) S.64 84 feet to a point of curve; TEN FEET WIDE UNLESS PROPOSED LIGHT POLE feet along said curve to the left, Curve Data: Delta = 25 0 19'31 ", Radius = 670.00 feet, Chord bearing = S.77'31'22"E. 293.74 feet; thence (6) N.89 °48'53 "E. VICINITY MAP OTHERWISE NOTED 902.13 feet to a point of curve; thence (7) 332.67 feet along said curve to the left, Curve Data: Delta = 21 °54'31 ", Radius = 870.00 feet, Chord bearing = f PROPOSED FIRE HYDRANT N.78 °51'37 "E. 330.65 feet; thence (8) N.67 "54'22"E. 427.28 feet to a point of curve; thence (9) 191.19 feet along said curve to the right, Curve Data: Delta = -- era ---- PRESSURE SEWER LINE 21 Radius = 500.00 feet, Chord bearing = N.78 °51'37 "E. 190.03 feet; thence (10) N.89 °48'53 "E. 457.83 feet; thence (11) S.00 0 16'34 "E. 97.66 feet; erw WATERLINE * PROPOSED FLUSH HYDRANT thence (12) N.89 0 48'53 "E. 70.00 feet to the point of beginning. I I W c SANITARY SEWER LINE m PROPOSED WATER VALVE Parcel contains 66.32 acres and is subject to the existing County Road right -of -way along the east side of the above described parcel. I I 4975 / CONTOURS M PROPOSED CATCH BASIN ALSO_ PROJEC LOCATION SECTION CORNER Beginning at a point on a curve on the northerly right- of-way line of the South Rexburg Arterial Project No. STP - 7866(101) that is S.89 579.59 feet along the east -west centerline through the section from the East Quarter comer of said Section 36 and running thence along said northerly right - of-way line the following ten (10) courses: (1) 204.93 feet along said curve to the left, Curve Data: Delta = 13 0 02'47, Radius = 900.00 feet, Chord bearing = S.72 "59'34"W. - - 204.49 feet; thence (2) S.66 403.19 feet to a point of curve; thence (3) 282.46 feet along said curve to the right, Curve Data: Delta = 22 0 10'10', Radius TRACT ZONING-RR1, C1 = 730.00 feet, Chord bearing = S.77 °33'17"W. 280.70 feet; thence (4) S.88'38'22W. 258.95 feet; thence (5) S.89 "48'53"W. 658.61 feet to a point of curve; thence (6) 236.47 feet along said curve to the right, Curve Data: Delta = 25'19'29 ", Radius = 535.00 feet, Chord bearing = N.77'31'21"W. 234.55 feat; thence (7) 4 ", - DEVELOPER -MY NOJO, LLC N.64 193.55 feet to a point of curve; thence (8) 33.16 feet along said curve to the right, Curve Data: Delta = 94'59'43 Radius = 20.00 feet, Chord REXBURG, IDAHO bearing = N.17'21'49"W. 29.49 feet; thence (9) N.30'0T59 "E. 13.31 feet; thence (10) N.59 17.00 feet to the easterly rigM- of-way line of the Old (208)356.4278 Yellowstone Highway; thence N.30'05'40 "E. 117.58 feet along said easterly right- of-way line to the north line of the Southwest Quarter; thence N.89'55'27"E. 63.64 feet to the Northwest corner of the Southeast Quarter; thence N.89'48'53 "E. 2055.26 feet along the north line of said Southeast Quarter to the point of I I I ENGINEER- SCHIESS & ASSOCIATES beginning. J REXBURG 1703 S. 45th W. IDAHO FALLS, ID Parcel contains 11.035 acres. (208)522 -1244 SHEET 1 OF 3 k 1 t . Schiess & Associates 4 ENGINEERING- PLANNING -LAND SURVEYING IDAHO FALLS, IDAHO REXBURG, IDAHO (208) 522-1244 (208) 356-OD92 TAMANA FIELDS CONCEPT PLAN PART OF N 1/2 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO �G\STEF���J \ .� WITH CAP MARKED P.L.S. 9369 ' PLACED 1/2" x 24" IRON ROD / WITH CAP MARKED P.L.S. 9369 , FOUND 5/8" IRON ROD FOUND 1/2" IRON ROD Q PROPOSED MANHOLE i PROPOSED LIGHT POLE ♦ PROPOSED FIRE HYDRANT , Lo * PROPOSED FLUSH HYDRANT / I 0.3C Q) PROPOSED WATER VALVE PROPOSED CATCH BASIN SECTION CORNER N W E S GRAPHIC SCALE 100 0 50 1 200 (IN FEET) 1 Inch = 100 ft. S89 °59'43"W 206.91' SHEET 2 OF 3 I m ll� LEGEND P.O.B. POINT OF BEGINNING — ROADWAY CENTERLINE — PROPERTY LINE LOT LINE A FIFTEEN FOOT WIDE UTILITY ` ---------- - - - - -- EASEMENT IS HEREBY j GRANTED ALONG ALL ROAD FRONTAGES WITHIN EACH LOT. ALL OTHER EASEMENTS ARE TEN FEET WIDE UNLESS OTHERWISE NOTED PRESSURE SEWER LINE WATERLINE c SANITARY SEWER LINE �--- 4975 CONTOURS PLACED 518" x 24" IRON ROD TAMANA FIELDS CONCEPT PLAN PART OF N 1/2 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO �G\STEF���J \ .� WITH CAP MARKED P.L.S. 9369 ' PLACED 1/2" x 24" IRON ROD / WITH CAP MARKED P.L.S. 9369 , FOUND 5/8" IRON ROD FOUND 1/2" IRON ROD Q PROPOSED MANHOLE i PROPOSED LIGHT POLE ♦ PROPOSED FIRE HYDRANT , Lo * PROPOSED FLUSH HYDRANT / I 0.3C Q) PROPOSED WATER VALVE PROPOSED CATCH BASIN SECTION CORNER N W E S GRAPHIC SCALE 100 0 50 1 200 (IN FEET) 1 Inch = 100 ft. S89 °59'43"W 206.91' SHEET 2 OF 3 I m ll� Schiess & Associates 4 ENGINEERING- PLANNING -LAND SURVEYING IDAHO FALLS, IDAHO RE)EBURCi, IDAHO (208) 522 -1244 (20 3564092 egMif P.O.B. POINT OF BEGINNING - ROADWAY CENTERLINE PROPERTY LINE LOT LINE / A FIFTEEN FOOT WIDE UTILITY ---------- - - - --- EASEMENT IS HEREBY GRANTED ALONG ALL ROAD FRONTAGES WITHIN EACH LOT. / ALL OTHER EASEMENTS ARE L�3.10 TEN FEET WIDE UNLESS Ch8 =845*01YWE OTHERWISE NOTED PRESSURE SEWER LINE / WATERLINE SANITARY SEWER LINE - 497 `/ CONTOURS PLACED 518" x 24" IRON ROD 1 WITH CAP MARKED P.L.S. 9369 PLACED 1/2" x 24" IRON ROD WITH CAP MARKED R.L.S. 9369 FOUND 5/8" IRON ROD FOUND 1/2" IRON ROD Q PROPOSED MANHOLE PROPOSED LIGHT POLE L=32.7r PROPOSED FIRE HYDRANT PROPOSED FLUSH HYDRANT m PROPOSED WATER VALVE PROPOSED CATCH BASIN SECTION CORNER `a Np,L LAIVO Si � GISTEA,F !Q CL O ! 9369' TAMANA FIELDS CONCEPT PLAN PART OF N 1/2 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO _ct 16 Q I Lot 18 u --- - - ] "S 1 u I L- I , .3 R= 729.98' Delta =4 17' L =57.18' _ ChL= 57.17' 1 :80.33 R= 870.00' Delta= 4'44 L= 72.07 ChB= N87 ChL= 72.00' 1' 84.42 Aft LL 0.96 Ac. 6"W 1lrSD) 8 ..SS WNW ONta=23 a v L =325.14' 0.29 °r° A . R= 900.02 ChB=878 N89 '4 8' 55 E Dena= 13 ChL =322.10 _ - - N Lot 11 - 0. L= 204.93' - 459.41' /� a 183 24' ChB =S72'59'38"W 0.36 I N90 °0000 R = 'W I ChL= 204.49' c 500.01' Z L = 2 a R =500.01' ChB =N85.4729'E w - i 2 Della=13'4139' ChL =71.83 0.73 Ac. ,cN' L= 119.51' ChB= N74'4514'E 185.71' 180.81' 131.51' cnL =119.21' of SS / / so•1e34•E 97.e6 ' R =729.98 ` 72 Ac. L=i56 l2'1658 • L =ss.ag -� Lot 34 wl R= 730.35' the =372'35 r / / / Lot 35 1 .02 Ac. M / Dena S .a °41' �„ a � / / 1.31 AC. i ` NW485rE 70.00' L= .79' 1 ChB- N81 i �, N 9 y / R =20.00' ChL =88.75 R =870.00 7 / / Dena =�'48W Della 3'41'29 , : / / L =31.35 L =56. 05 `8► /i� R= 797.50' ChB =NW4508'E / / ChB =8 '5428'5 = 22'1010' ChL =56.01' 0 ., / 8 0.00 L= 308.58' �: C. / R -W.00' DN1a= 31'17'26' h -N77 s / �� / Dena= 118'3931' L =32.7T ChL =308.88' N Lot 2 / � �' L=101.80' ChB =N74 t» .� / ry / ChB= S82'4835•W ' ChL= 3238' 0.35 AC 0.51 Ae. _ i J 1`.12 M. S19ro1'5M 6"W I 111 Lot 9 W Lot 8 e 0.41 AC.` 0.34 AC. � e� NIIIIIIIIIIIIIII a ss„e- N W E S GRAPHIC SCALE 100 0 so 100 200 (IN FEET) 1 inch= 100 ft. Ac: 19 At- 1j s »g- 2222 en ' ®® O 6"W I \ d9 7 \ • •9 � / chl~�c.11' .os f t / 170.61• S27°2r42'N! N81.40.2 R =50.00' DNta =9b'1329' R =20.00' DN6r90'1111W L =31.48' / / L�3.10 Ch8 =845*01YWE 31g•4542 R =5000 / t .07 Dena =35 N W 48 W E L= 31.19' / 145.01' / Ch8- S13.25,8'E ChL =30.88' R =20.00' op Dolt W48'85' L=32.7r Delq-31'tr28' Cm"74'1017'E Ch8 =N44 ChO =N L =32.77 Lot 39 ChL =32.38' ChL =2814' / ChB=S15'38'43•E 3.40 Ac. / ChL =32.38' R =20.00' / Ddla=90'11'05• / 8 L= 31.48' / 1.24 Ac. j Chb-84V w Lot 2 N2VWWE 1.00 Ac. 18.80' 274A I N90*00v W S29 W N89'51'19'E / 165.01' / Lot 37 / 1.15 Ac. R=Y0W Deft-W" » / I L=31.35' Ch3=S1aW2M 82V5WSM ChL I 24' 11.81' 337.81' Lot 1 N90'00'00•W M4.84' 1.00 Ac. •..�_ MVE \ 11.45 R=eD Delta=31'172r R= 19.88' \ L -32.7r I Defte-W11'08 ChB = 315'311 I3'!W L- 90.93' \ Lot 38 ChL -32 OtMON46'S1e W d \ 1.27 Ac. ChL'r,'e3' \ R -50W \ Dena- 7' 145 W L C Q � =�� N89'81Y48 SHEET 3 OF 3 U -02 "SD 2 -- E'12 "SD +- - f'12'SD f t / J R =50.00' DNta =9b'1329' R =20.00' DN6r90'1111W L =31.48' / L�3.10 Ch8 =845*01YWE C118- 873.51'41M ChL- 73.85' ChL =28.33' 22.31' RwW.00 DMtf- 31*1726• L=32.7r w Cm"74'1017'E Lot 39 ChL =32.38' 3.40 Ac. C. SHEET 3 OF 3 U -02 "SD 2 -- E'12 "SD +- - f'12'SD