The URL can be used to link to this page

Home My WebLink AboutALL DOCS - 08-00116 - Pine Brook - Subdivision #2 - PreAppV Pre - application Conference Form 4b � x� j CITY OF J .. 7 ......... . .. T _. .. ._. ._.. City of Rexburg REUURG 12 North Center Phone: 208.359.3020 Arnerica' Randy (,'ctt n<unity Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 Project Information Project Type (Please check one) ❑ Annexation ❑ Zone Change Subdivision ❑ Other fi r• =. d�7 -< Project Name n/2 L0 Applicant 1 / / Name: GCr7 ��!ate✓ Address: 3 �� L(��"G " City: A X L4C State: Phone: 3s (r-, — (oo9 Owner (Complete if owner not applicant) Name: City: _ Address: State: Phone: Property Covered by Permit Address: Zone: Legal Description (Lot, Block, Addition, Division Number) Acreage: Number of Lots: Nature of Request (B riefly explain the proposed use) Comprehensive Plan Status and Zoning Comprehensive Plan Designation: Zone: Minimum lot size allowed in this zone: I A2 5? r- Does the property conform to the Transportation Pla es No The property is currently: ❑ Platted ❑ Needs a lot split Needs a subdivision plat Infrastructure Needs A brief summary of major infrastructure to be provided and by whom: 8'6 Sewer G -k. a'c_ 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. -5-57- Oc9) Signature oXApplicant Date 2 Schiess & Associates 4 ENGINEERING•PLANNING•LAND SURVEYING IDAHO FALLS, IDAHO REXBURG, IDAHO (208) 522 -1244 NW COR (208) 356 -6092 SECTION 13 T.6N., R.39E.B.M. INST. NO. PINE BROOK ESTATES Div 2 PRELIMINARY PLAT PART OF S 1/2 OF THEN 1/2 OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO l Lot 1 Lot 2 of 3 Lot 4 C}- Lot 5 Lot 6 �� Lot 1 Lot 2 Lot 3 Lot 4 BLOCK 3 Lot 5 PROPOSED FIRE HYDRANT * 6LOCK L f I tot 2 Lot 3 Lot 4 PROPOSED WATER VALVE 3 SECTION CORNER if Lot 6 _ �� Lot 12 Lit 11., Lot 10 Lot 9 Lot 8 Lot 7 I _� Lot 29 Lot 28 ` d Lot 27� \ Lot 13 L 17 L t 1$ 1 t 19 Lot 20 B BOUNDARY DESCRIPTION P.O. B. - - Lot 1 jo--t\ Lot 14 8 , Lot 7 Lot 5;, Lot 13 � Lot 2 �00 1 Loi 1 s t 2 Lot 3 Lot 4` �•_ - _ B L C 2 1 I f i Lot 12 - - - - - -- -- -- -- I Lot ' r Lot 4 11 Lot 6 Lot 7 of $ Lot 9 I Lot 5 Lot 10 BLOCK 1 - --W 1/4 COR SECTION 13 T.6N., R.39E.B.M. INST. NO. LEGEND 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 TEN FEET WIDE UNLESS OTHERWISE NOTED STORM DRAIN LINE WATER LINE SANITARY SEWER LINE CONTOURS PLACED 5/8" x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 15 Loth Lotl16 of �8s o o ` \ Lot 25 ' �, ^,. Lot �4 Lot 22 Lot 21 C}- Lot 29 Lot 28 Ot 27 Lot 26 Lot 25 e - Lot 24 Lot 23 Lot 22 PROPOSED MANHOLE BLOCK 3 - = -- PROPOSED FIRE HYDRANT * PROPOSED FLUSH HYDRANT L f I tot 2 Lot 3 Lot 4 P.O. B. - - Lot 1 jo--t\ Lot 14 8 , Lot 7 Lot 5;, Lot 13 � Lot 2 �00 1 Loi 1 s t 2 Lot 3 Lot 4` �•_ - _ B L C 2 1 I f i Lot 12 - - - - - -- -- -- -- I Lot ' r Lot 4 11 Lot 6 Lot 7 of $ Lot 9 I Lot 5 Lot 10 BLOCK 1 - --W 1/4 COR SECTION 13 T.6N., R.39E.B.M. INST. NO. LEGEND 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 TEN FEET WIDE UNLESS OTHERWISE NOTED STORM DRAIN LINE WATER LINE SANITARY SEWER LINE CONTOURS PLACED 5/8" x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 Lot 2 Lot 3 I Lot 25 of f`r` Lot 1 ; Lot 4` Lot 5 Lot 29 CO BLOC Lot 23 V Lot 17 r / Lot $ B L O K 6 f `/ Lot 16 j GRAPHIC SCALE Lot 11 Lot 9 ! ' ; r " i 2DO 0 100 200 400 Lot 10 / Lot 15 / l ( IN FEET ) 1 inch = 200 ft Lot 12 Lot 13 Lot 14 ' , NW COR SECTION 13 / T.6N., R.39E.B.M. INST. NO. t $ 1 VI CINITY MA I #1 I/ I Part of the South Half of the North Half (S 1/2 N 1/2) of Section 13, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho described as follows: Beginning at point that is N.00 °11'19 "W. 629.35 feet along the section line from the West Quarter comer of said Section 13 and running thence N.00 °11'19W. 188.65 feet along said section line to the Southwest corner of the property as described in Instrument No. 337758; thence along the boundary of said property the following three (3) courses: (1) N.89 °48'41 "E. 220.00 feet; thence (2) N.00 °11'19 "W. 198.00 feet; thence (3) S.89'48'41 "W. 220.00 feet to the west line of said Section 13; thence N.00 °11'19 "W. 285.50 feet along said west line to the Southwest corner of the First Amended Plat, J and M Subdivision, Madison County, Idaho; thence along the south boundary of said J and M Subdivision the following three (3) courses: (1) S.89 °5939'E. 1923.66 feet to a found ' /2 " iron rod; thence (2) N.89 °54'46 "E. 344.45 feet to a found ' /2 " iron rod at the Southeast comer of said J and M Subdivision; thence (3) N.00 °11'19W. 9.12 feet to the north line of the South Half of the North Half (S 1/2 N 1/2) of said Section 13; thence N.89 °59'53 "E. 1294.33 feet along said north line to a point on a curve on the westerly right -of -way line of U.S. Highway No. 20, Federal Aid Project No. F- 6471(82); thence 1561.16 feet along said curve to the left, Cure Data: Delta = 10 °15'52 ", Radius = 871437 feet, Chord bearing = S.32 °46'49 "W. 1559.08 feet to the east -west centerline through the section; thence N.89 °5956'W. 419.33 feet along said east -west centerline to the Southeast comer of Pine Brook Subdivision, Division No. 1, Madison County, Idaho; thence along the boundary of said Pine Brook Subdivision the following eight (8) courses: (1) N.00 °00'14"W. 246.84 feet; thence (2) S.89 °59'46"W. 32.80 feet to a point on a curve; thence (3) 221.43 feet along said curve to the left, Curve Data: Delta = 253 °44'25 ", Radius = 50.00 feet, Chord bearing = N.36 °52'26 "W. 80.00 feet; thence (4) N.00 °00'14 "W. 220.65 feet; thence (5) S.89 °59'46 "W. 793.71 feet; thence (6) S.00 °11'24 "E. 14.30 feet to a point on a cure; thence (7) 202.48 feet along said curve, Curve Data: Delta = 72 °41'38 ", Radius = 159.59 feet, Chord bearing = N.53 °39'25 "W. 189.17 feet; thence (8) S.89 °59'46 "W. 1269.88 feet to the point of beginning. Parcel contains 61.35 acres and is subject to the existing County Road right -of -way along the west side of the above described parcel. TRACT ZONING -RR2 DEVELOPER- CURTIS FERNEY REXBURG, IDAHO (208) 709 -0001 ENGINEER- SCHIESS & ASSOCIATES 1703 S. 45th W. IDAHO FALLS, ID (208) 522 -1244 SHEET 1 OF 4 PLACED 1/2"x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 C}- FOUND 5/8" IRON ROD 1 FOUND 1/2" IRON ROD (!� PROPOSED MANHOLE PROPOSED LIGHT POLE #' PROPOSED FIRE HYDRANT * PROPOSED FLUSH HYDRANT QI PROPOSED WATER VALVE , SECTION CORNER Lot 2 Lot 3 I Lot 25 of f`r` Lot 1 ; Lot 4` Lot 5 Lot 29 CO BLOC Lot 23 V Lot 17 r / Lot $ B L O K 6 f `/ Lot 16 j GRAPHIC SCALE Lot 11 Lot 9 ! ' ; r " i 2DO 0 100 200 400 Lot 10 / Lot 15 / l ( IN FEET ) 1 inch = 200 ft Lot 12 Lot 13 Lot 14 ' , NW COR SECTION 13 / T.6N., R.39E.B.M. INST. NO. t $ 1 VI CINITY MA I #1 I/ I Part of the South Half of the North Half (S 1/2 N 1/2) of Section 13, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho described as follows: Beginning at point that is N.00 °11'19 "W. 629.35 feet along the section line from the West Quarter comer of said Section 13 and running thence N.00 °11'19W. 188.65 feet along said section line to the Southwest corner of the property as described in Instrument No. 337758; thence along the boundary of said property the following three (3) courses: (1) N.89 °48'41 "E. 220.00 feet; thence (2) N.00 °11'19 "W. 198.00 feet; thence (3) S.89'48'41 "W. 220.00 feet to the west line of said Section 13; thence N.00 °11'19 "W. 285.50 feet along said west line to the Southwest corner of the First Amended Plat, J and M Subdivision, Madison County, Idaho; thence along the south boundary of said J and M Subdivision the following three (3) courses: (1) S.89 °5939'E. 1923.66 feet to a found ' /2 " iron rod; thence (2) N.89 °54'46 "E. 344.45 feet to a found ' /2 " iron rod at the Southeast comer of said J and M Subdivision; thence (3) N.00 °11'19W. 9.12 feet to the north line of the South Half of the North Half (S 1/2 N 1/2) of said Section 13; thence N.89 °59'53 "E. 1294.33 feet along said north line to a point on a curve on the westerly right -of -way line of U.S. Highway No. 20, Federal Aid Project No. F- 6471(82); thence 1561.16 feet along said curve to the left, Cure Data: Delta = 10 °15'52 ", Radius = 871437 feet, Chord bearing = S.32 °46'49 "W. 1559.08 feet to the east -west centerline through the section; thence N.89 °5956'W. 419.33 feet along said east -west centerline to the Southeast comer of Pine Brook Subdivision, Division No. 1, Madison County, Idaho; thence along the boundary of said Pine Brook Subdivision the following eight (8) courses: (1) N.00 °00'14"W. 246.84 feet; thence (2) S.89 °59'46"W. 32.80 feet to a point on a curve; thence (3) 221.43 feet along said curve to the left, Curve Data: Delta = 253 °44'25 ", Radius = 50.00 feet, Chord bearing = N.36 °52'26 "W. 80.00 feet; thence (4) N.00 °00'14 "W. 220.65 feet; thence (5) S.89 °59'46 "W. 793.71 feet; thence (6) S.00 °11'24 "E. 14.30 feet to a point on a cure; thence (7) 202.48 feet along said curve, Curve Data: Delta = 72 °41'38 ", Radius = 159.59 feet, Chord bearing = N.53 °39'25 "W. 189.17 feet; thence (8) S.89 °59'46 "W. 1269.88 feet to the point of beginning. Parcel contains 61.35 acres and is subject to the existing County Road right -of -way along the west side of the above described parcel. TRACT ZONING -RR2 DEVELOPER- CURTIS FERNEY REXBURG, IDAHO (208) 709 -0001 ENGINEER- SCHIESS & ASSOCIATES 1703 S. 45th W. IDAHO FALLS, ID (208) 522 -1244 SHEET 1 OF 4 Schiess & Associates ENGINEERING-PLANNING-LAND SURVEYING 4 1DAHO FALLS, IDAHO REXBURG, IDAHO (208) 522 -1244 (208) 356 -6092 170.00'-- -- " - 155.35' cu � C) Lot 1 S �_ Lot 2 CD 0.587 Acres 0 0.534 Acres o 170.00' 154.87' JL S89 °48'41"W ;�, S89° 59'39"E 19 _ � m c2 cj r CO �'` Lot 11 Lot 12 b 0 X26 Acce's\ 0.526 Acres CD. TSB S2'° f 243 °� G2� PINE BROOK ESTATES Div. 2 PRELIMINARY PLAT) PART OF S 1/2 OF THE N 1/2 OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO rn , - a Lot 13 ° 1 ..�.- .; 5� N 0.519 Acres �K 7 1 INSTRUMENT NO. 00 �` `� \\ .21 _ °� C23 73.85' - 149.97' - - -- 149.97' - - - 149.97' - 149.97' - - 83.95' - - - - C22 33775_ c - 0 . 1- � '_ Lot 15 °, o LOt ` 6 °o o Lot 17 o r Lot 1$ N o Lot 19 ,' o Lot 20 Lot 14 s N° � o �, o 0.501 Acres a s ° 0.500 Acres Q� 0.523 es 0.523 Acres �, 0 0.523 Acres 0.523 Acres a a ti r , 0.524..Aefes N o ess� f N ° ° o y o a, _ Lot 25 z N 0.526 Acres j" co Lot 21 - ica N89° 59' 46 "E 1 .7 ' N89° 59' 46 "E 150 ' N89° 59' 46 "E 149. 7' N89° 59' 46 "E 149. T N89° 59' 46 "E 149.9T N89° 59' 46 "E 149.9T 102.70' 0.525 Acres 1 155.14' 154.8T 154.87" 154.8T 154.87' 154.87' 12 .88' S89 °59'46'W \+ C 103.90' - -- 160,00'--- - G' % . ✓+�6 - - 135.85' - -- - -- -. .130 -00' -- - . .. 130.00' - 136.95' -- - -C" 1 1 / ��`L - - 161.02' - � d t v ° Lot 1 Lot 14 I $ o f 3 � __ ---�., � i �� , \ C. 0.576 Acres N - Cot 8 __._- ° Lot 7 i 0 Lot 'r b) 0 Lot 5 ! a 0.5$0 Acres o 0.06 Acres o ° 0.507 Acres - o .507 Armes 0.609 Acre E ;! z z z S89 ° 59'46 'VV �� f `� z N89 ° 59'46 "E x i G 179.94' 181.41' ( v N89° 9 N89 °59' "E N89 °59'46 "E 1 j 15 .92 130. * 130.00' 155.92' o 0 Lot 2 0 N Lot 13 CN 0.503 Acres (N t w w W N 0.509 Acres N - e� 179.54' I ( Lot ! can o ..�.. Ot 2 o Lot 3 w Lot 4 s N89 °5946E 0.587 /Acres u) 0.4 Acres 10 0.499 Acres ° 0.585 Acres S89 °59'46 'W ( 181.80' o N LO a BLOC 2 1 fa r Lot 3 C2 I s' c 11 Lot 12 0.500 Acres 1 106.08 130 00' 130.00'- 105.00 0.50$ Acres co o � r��$ 26 �� ;z i - - - - - - -- -- � ``°�,,/ V 8285• �'L -- 136.50'- 136.50' ?- 136.59 - 136.50'- Lot 4 G5 � C8- 0.511 Acres Cs w a � l c7 ,�� w o m Lot 7 0 -_ Lot 8 w Lot 11 �� Lot 5 0 Lot 6 ° 0.501 Acres ° o 501 Acres o = Lot 9 0 Lot 10 °AA 0.520 Acres 0.503 Acres 0 0.501 Acres ° �' 0 . 0.501 Acres t4 0.495 Acres °; qs, CD C) BLOCK 'f 50.07' _ 210.78' 136.50' 136.50' 136.50' 136.50' 208.15' 52.99' 143.38' N W E S GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. LEGEND P.O.B. POINT OF BEGINNING - ROADWAY CENTERLINE McJON LANE LOT LINE A FIFTEEN FOOT WIDE UTILITY EASEMENT IS HEREBY GRANTED ALONG ALL ROAD - -- 154.88' ti...., - -- 154-8T - TEN FEET WIDE UNLESS 154.88 - OTHERWISE NOTED --150.00 STORM DRAIN LINE I CV .:I-Lu SANITARY SEWER LINE its W V PLACED 5/8"x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 Lot 3 C) Lot 4 O i 0.533 Acres ° ° ° Lots o FOUND 1/2" IRON ROD Lot 6 PROPOSED MANHOLE } PROPOSED LIGHT POLE f PROPOSED FIRE HYDRANT * PROPOSED FLUSH HYDRANT m 0.533 Acres ° SECTION CORNER o { 0.33 Acres \ z 0.583 Acres o B L 0 C K 3 154.88' 154.8 154.88' 170.00' N89 °59'39"W 150.00' 143.50' 143.50' 153.50' z C) to 'S ° ° N Lot 10 q Lot 9 r o Lot 8 r o Lot 7 M 0.500 Acres g 0.501 Acres ° 0.501 Acres 0.534 Acres � 0 z o z z° C 28 C ?9 - 73.84' 143.50' 143.50' 133.50' Goa I rn , - a Lot 13 ° 1 ..�.- .; 5� N 0.519 Acres �K 7 1 INSTRUMENT NO. 00 �` `� \\ .21 _ °� C23 73.85' - 149.97' - - -- 149.97' - - - 149.97' - 149.97' - - 83.95' - - - - C22 33775_ c - 0 . 1- � '_ Lot 15 °, o LOt ` 6 °o o Lot 17 o r Lot 1$ N o Lot 19 ,' o Lot 20 Lot 14 s N° � o �, o 0.501 Acres a s ° 0.500 Acres Q� 0.523 es 0.523 Acres �, 0 0.523 Acres 0.523 Acres a a ti r , 0.524..Aefes N o ess� f N ° ° o y o a, _ Lot 25 z N 0.526 Acres j" co Lot 21 - ica N89° 59' 46 "E 1 .7 ' N89° 59' 46 "E 150 ' N89° 59' 46 "E 149. 7' N89° 59' 46 "E 149. T N89° 59' 46 "E 149.9T N89° 59' 46 "E 149.9T 102.70' 0.525 Acres 1 155.14' 154.8T 154.87" 154.8T 154.87' 154.87' 12 .88' S89 °59'46'W \+ C 103.90' - -- 160,00'--- - G' % . ✓+�6 - - 135.85' - -- - -- -. .130 -00' -- - . .. 130.00' - 136.95' -- - -C" 1 1 / ��`L - - 161.02' - � d t v ° Lot 1 Lot 14 I $ o f 3 � __ ---�., � i �� , \ C. 0.576 Acres N - Cot 8 __._- ° Lot 7 i 0 Lot 'r b) 0 Lot 5 ! a 0.5$0 Acres o 0.06 Acres o ° 0.507 Acres - o .507 Armes 0.609 Acre E ;! z z z S89 ° 59'46 'VV �� f `� z N89 ° 59'46 "E x i G 179.94' 181.41' ( v N89° 9 N89 °59' "E N89 °59'46 "E 1 j 15 .92 130. * 130.00' 155.92' o 0 Lot 2 0 N Lot 13 CN 0.503 Acres (N t w w W N 0.509 Acres N - e� 179.54' I ( Lot ! can o ..�.. Ot 2 o Lot 3 w Lot 4 s N89 °5946E 0.587 /Acres u) 0.4 Acres 10 0.499 Acres ° 0.585 Acres S89 °59'46 'W ( 181.80' o N LO a BLOC 2 1 fa r Lot 3 C2 I s' c 11 Lot 12 0.500 Acres 1 106.08 130 00' 130.00'- 105.00 0.50$ Acres co o � r��$ 26 �� ;z i - - - - - - -- -- � ``°�,,/ V 8285• �'L -- 136.50'- 136.50' ?- 136.59 - 136.50'- Lot 4 G5 � C8- 0.511 Acres Cs w a � l c7 ,�� w o m Lot 7 0 -_ Lot 8 w Lot 11 �� Lot 5 0 Lot 6 ° 0.501 Acres ° o 501 Acres o = Lot 9 0 Lot 10 °AA 0.520 Acres 0.503 Acres 0 0.501 Acres ° �' 0 . 0.501 Acres t4 0.495 Acres °; qs, CD C) BLOCK 'f 50.07' _ 210.78' 136.50' 136.50' 136.50' 136.50' 208.15' 52.99' 143.38' N W E S GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. LEGEND 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 TEN FEET WIDE UNLESS OTHERWISE NOTED STORM DRAIN LINE - 6•w WATER LINE SANITARY SEWER LINE CONTOURS PLACED 5/8"x 24" IRON ROD 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 n PROPOSED MANHOLE PROPOSED LIGHT POLE f PROPOSED FIRE HYDRANT * PROPOSED FLUSH HYDRANT m PROPOSED WATER VALVE SECTION CORNER SHEET 2 OF 4 chess & Associates ENGINEERING•PLANNING•LAND SURVEYING 4 1DAHO FALLS, IDAHO REXBURG, tDAHO (208) 522 -1244 (208) 356 -6092 -- 181.77' T C� ' O r _ 4 Lot 5 1 Lot 1 Acres o 9 0.693 Acres 0.469 Acres o C34 z 10.94 69' - 3g „ C / 89.22 lk vV 7.Yx' i,, 6 Acres' I '� 59.83'— 18$ 92 \ j f G42 C43 � G p- �� Lot 9 Lot 7 °� 0 0.542 Acr�s o` 1 0.514 Acres o Lot 8 SHEET 3 OF 4 PART OFS 1/2 OF THE N 1/2 OF SE AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO CTION 31, TOWNSHIP 6 NORTH, RANGE 39 PRELI EAST, B.M. ►1 I I \_ -i 7 7 - C�¢ Lot 23 • 1 , / – 0.902 Acres Lot 26 s °06's6 °E 0.570 Acres „ 188.85' � J Lot 22 r 0.421 Acres i 7 cres Lot 21 ' 4” e f� i p . 0.469 Acres fir i8 S� 0 0 , / �^ 8 p�,✓rit f /f //�,1 Lot 20 0.550 Acres / � f 526 N °°• r w E Lot 19 0.488 Acres l S � ? Os, ,f ` O°° F f J r Lot 18 .573 Acres b Tz � f j GRAPHIC SCALE ! 100 0 50 1 200 IN FEET 1 inch = 100 ft~ 1 t t LEGEND t P.G.B. POINT OF BEGINNING PLACED 5/8"x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 ROADWAY CENTERLINE PROPERTY LINE PLACED 1/2"x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 LOT LINE s` A FIFTEEN FOOT WIDE UTILITY FOUND 518" IRON ROD EASEMENT IS HEREBY Q— FOUND 1/2" IRON ROD 8 GRANTED ALONG ALL ROAD I ,m FRONTAGES WITHIN EACH LOT. PROPOSED CATCH BASIN ALL OTHER EASEMENTS ARE ' hr TEN FEET WIDE UNLESS ! PROPOSED MANHOLE OTHERWISE NOTED PROPOSED LIGHT POLE ft` 486800 j STORM DRAIN LINE WATER LINE PROPOSED FIRE HYDRANT 4�,� - -- -- -- SANITARY SEWER LINE * PROPOSED FLUSH HYDRANT x__ `o CONTOURS Q! PROPOSED WATER VALVE �j SECTION CORNER Schiess & Associates ENGINEERING- PLANNING-LAND SURVEYING 4 1DAHO FALLS, IDAHO REXBURG, IDAHO (208) 522 -1244 (208) 356 -6092 PINE BROOK ESTATES Div. 2 PART OF S 1/2 OF THEN 1/2 OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 39 EAST AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO o PRELI M I NARY PLAT .00 cp - 00 i rrl \ � x 4g GRAPHIC SCALE 250 0 125 250 5U0 X ( IN FEET } 1 inch = 250 ft. x I 1 x -x ,/ate s—X x —X- _ _ X L EGEND P.O.B. POINT OF BEGINNING PLACED 518 24" IRON ROD WITH CAP MARKED P.L.S. 9369 ROADWAY CENTERLINE PROPERTY LINE PLACED 1/2"x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 LOT LINE A FIFTEEN FOOT WIDE UTILITY FOUND 518" IRON ROD EASEMENT IS HEREBY FOUND 1/2" IRON ROD GRANTED ALONG ALL ROAD FRONTAGES WITHIN EACH LOT. ® PROPOSED CATCH BASIN ALL OTHER EASEMENTS ARE TEN FEET WIDE UNLESS PROPOSED MANHOLE OTHERWISE NOTED PROPOSED LIGHT POLE STORM DRAIN LINE WATER LINE PROPOSED FIRE HYDRANT - — - - - SANITARY SEWER LINE * PROPOSED FLUSH HYDRANT CONTOURS Q) PROPOSED WATER VALVE SECTION CORNER SHEET 4 OF 4