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HomeMy WebLinkAboutItem #2 Alpine Crossing Div 1A/a 0�t\ CHUBBUCK I o A H o Memo Community Services Department Development Services Division 290 E. Linden Avenue, Chubbuck, ID 83202 208.237.2430 — Fax 208.237.2409 www.CityofChubbuck.us To: Honorable Mayor and City Council From: Development Services Staff Date: February 8, 2023 Re: Final Plat for Alpine Crossing Division 1A Applicant: Southeast Idaho Community Action Agency (SEICAA) 641 N. 81h Ave. Pocatello, ID 83201 Professional Services: RM ES 600 E. Oak St. Pocatello, ID 83201 Application: Alpine Crossing Division 1A, approximately 7.07 acres with 19 single family residential lots. Located in the NW'/4 of Section 9, Township 6 South, Range 34 East, of the Boise Meridian, on the east side of Philbin Road west of Independence Avenue. Generally located at the west and south of Alpine Crossing Division 1 B. Existing Zoning: Limited Residential (R-2) Existing Land Use: Agriculture Staff Report: The final plat for Alpine Crossing Division 1A substantially conforms to the preliminary plat approved by the City Council on October 19, 2022. The final plat application has been reviewed by staff and meets the standards of Titles 16, 17, and 18 of City Code. Specifically: • 16.12.020.H: The centerline curve C6 in Sawtooth Street does not meet the minimum 300' radius requirement for collector streets. As the northerly right-of- way line of Sawtooth Street follows the northerly boundary line of the subdivision, the Sawtooth Street centerline radius of 250' is an offset of the northerly boundary line. Staff has reviewed and is supportive of this deviation. • 17.12.130: The final plat application was submitted within the twelve months validity period • 17.12.220: The Community Services Director has reviewed the final plat and finds that is substantially conforms to the approved preliminary plat; o There is no increase in the number of lots nor any additional streets o This is no significant change in the configuration of lots or street alignment o There is no significant change in the size or location of open space o No other changes have occurred which have affected the reviewed preliminary plat • Staff Recommendation: o Recommend Approval. o If approved, recommend approval of Findings of Fact and Conclusions of Law. • Recommended Condition(s) if approved: o Construction plans/drawings be approved by the Development Services Division. Attachments: 1. Proposed Findings of Fact and Conclusions of Law 2. Final Plat for Alpine Crossing Division 1A /9470't-\ CHUBBUCK 1 0 290 E. Linden Avenue, Chubbuck, ID 83202 208.237.2430 — Fax 208.237.2409 www.CityofChubbuck.us laofk\ CHUBBUCK I D A H O CITY COUNCIL 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 — Fax 208.237.2409 www.CityofChubbuck.us FINDINGS OF FACT & CONCLUSIONS OF LAW FOR A FINAL PLAT FOR ALPINE CROSSING DIVISION 1A, APPROXIMATELY 7.07 ACRES LOCATED EAST OF PHILBIN ROAD AND WEST OF INDEPENDENCE AVENUE, GENERALLY LOCATED WEST AND SOUTH OF ALPINE CROSSING DIVISION 1 B FACTS REQUEST: The applicant proposes a 19 lot Preliminary Plat for 19 residential building lots in the Alpine Crossing subdivision, Division 1A. It includes extending Sawtooth Street and Pinewood Avenue to the west and Nordic Drive to the south for access and extending potable water, sanitary sewer, and pressurized irrigation mains with services through the development. TYPE OF COUNCIL ACTION: Quasi -Judicial (Subject to appeal; decisions must be supported by the evidence and by applying law to the facts; decisions shall be based on the standards for approval). A decision of this final plat shall be based on whether it meets the requirements of the City of Chubbuck ordinance and State of Idaho statutes. OWNER: SEICAA 641 N. 81" Avenue Pocatello, ID 83201 PROFESSIONAL SERVICES: RMES 600 E. Oak Street Pocatello, ID 83201 LOCATION: East of Philbin Road, west of Independence Avenue. Generally located at the west and south of Alpine Crossing Division 1 B. SITE CHARACTERISTICS & ZONING: CURRENT ZONING: Limited Residential (R-2) CURRENT LAND USE: Agriculture PROJECT SIZE: ±7.07 acres VIEWS: Generally visible from the north and west TOPOGRAPHY: Generally flat EXISTING STRUCTURES: None RECENT TRAFFIC COUNTS: 2022: Chubbuck Rd at Independence Ave, 7276/day 2021: Phibin Rd at Chubbuck Rd, 6896/day SURROUNDING LAND USES AND ZONING NORTH: Vacant; Single Family Residential (R-1) zone EAST: Residential; Planned Unit Development (PUD) zone SOUTH: Vacant; Limited Residential (R-2) zone WEST: Vacant; Limited Residential (R-2) zone Final Plat Approval Form- FFCL SERVICES: ACCESS STREET: Current access from Sawtooth Street FIRE/EMS PROTECTION: City of Chubbuck Fire Department SANITARY SEWER: City of Chubbuck Sewer Utility Department CULINARY WATER: City of Chubbuck Water Utility Department PROCEDURES: 1. In accordance with City Code 17.12.200 and Resolution 2022-07, a complete petition and fees for a final plat were filed with the City and which contained the appropriate documents and waiver requests pursuant to 17.12.200. 2. In accordance with City Code 17.12.130, a final plat application was filed in time to be reviewed in accordance with a preliminary plat which was approved on October 19, 2022. 3. In accordance with City Code 17.12.210, the application was scheduled to be heard at a Regular Meeting of the City Council. 4. In accordance with City Code 17.12.220, the Community Services Director found that the final plat application met substantial conformity with the approved preliminary plat. S. In accordance with City Code 17.12.230, the record was reviewed on February 15, 2023 by the City Council. APPLICABLE LAWS AND PLANS: 1. Idaho Code a. §50-13, Plats and Vacations b. §67-6513, Subdivision Ordinance Chubbuck Comprehensive Plan (as amended) Chubbuck City Code a. Title 16, Land Improvement Standards b. Title 17, Land Development c. Title 18, Land Use RECORD: 1. The record is on file with City of Chubbuck Staff and consists of the application materials, staff reports and memos, public and agency testimony, meeting minutes, and applicable portions of city and state law. FINDINGS Having reviewed the record, including the application materials, staff report, testimony provided at the hearing and meeting, and the criteria for approval of a Final Plat as found in city code section 17.12.100, the City Council finds the following: 1940�t-\ CHUBBUCK 1 0 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 — Fax 208.237.2409 www.CityofChubbuck.us Final Plat Approval Form- FFCL 1. Conditions of Approval necessary to approve the Final Plat are (if any): a. Construction plans/drawings be approved by the Development Services Division. 2. The final plat proposal substantially conforms with the approved preliminary plat, meaning that the following are found: a. The number of lots have not increased nor has there been a significant change in the configuration of lots; b. The street alignment has not changed significantly; c. No additional streets are proposed; d. There has not been a significant change, of more than 10%, in the size or location of open space whether public or private; e. No other changes have occurred that have affected the reviewed and approved preliminary plat. ORDER: CONCLUSION AND DECISION: PERMIT TERMS 1. The City Council, pursuant to the aforementioned, finds that the request for a Final Plat as herein described, shall be APPROVED. 2. Pursuant to Idaho Code § 67-8001 et seq., the Commission makes the following findings with respect to the decision in this action: a. This Action does not deprive the owner of the property of all viable uses of the property. b. This Action does not have a significant impact on the landowner's economic interest. c. This Action does not deny a fundamental attribute of ownership. 3. Applicant has a right to request a regulatory takings analysis pursuant to section 67-8003, Idaho Code. 4. Approval of the final plat is valid for a period of two (2) years. Approval of a final plat does not assure final acceptance of any dedications, continuation of any existing design and construction regulations, or continuation of any existing land use regulations governing the subject land or other properties in the area. If the final plat is not recorded and improvements and structures intended for dedication to the public are not begun within a one year period from the date of Council approval, the final plat and supporting documents shall be resubmitted to the City for a review of compliance to then existing applicable ordinances and regulations. 194�0t\ CHUBBUCK 1 0 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 — Fax 208.237.2409 www.CityofChubbuck.us Final Plat Approval Form- FFCL 5. Whether approved, approved with conditions, or denied, any party seeking judicial review of the decision must first request a reconsideration of this decision to the City Council in accordance with section 18.28.090 of city code. APPROVED BY THE MAYOR OF THE CITY OF CHUBBUCK, IDAHO, this day of , 20 194�0t\ CHUBBUCK 1 0 Kevin B. England, Mayor ATTEST: Joey Bowers, Clerk 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 — Fax 208.237.2409 www.CityofChubbuck.us NORTHWEST CORNER OF SECTION 9. FOUND ALUMINUM CAP MONUMENT IN VAULT AS DESCRIBED IN CP&F INST. NO. 22213751 5 4 TEMPORARY 8.00' WIDE EASEMENT GRANTED TO THE CITY OF CHUBBUCK FOR STORM WATER RETENTION. SEE LOT 13, BLOCK 1, PARK MEADOWS 6TH ADDITION INST. NO. 20517790 -` INST. NO. L7 8 9 G25) ' SEE RECORD OF SURVEY SCHOOL DISTRICT #25 g 16°21'39 E 54611' F 3' o m 231.2 A16) INST. NO. 20500424-5 N 16°�6'S3 o o 23219 FOR GERALD MCNABB & �i 35' �¢ 1 SCHOOL DISTRICT 25 503 43' i --000065311 E �� (152,46' 6 1B) INST. NO. 20500613 E N�6°16'53 so* /FBG) , _ 9 o0`v� L6-tir 17X �N 16016 16'53 2j■ 3/ - /1535TREEr M 2. PLEASE SEE Crc 18 0 - /116 96 SAIN • 104 ,¢ Z07-1 SHEET 2 FOR J C6 ■ 58.00' \ U� 0)3. OFFSITE "o • ( 23 9 EASEMENT � C� • \ 0.22 AC DETAILSC19 • L=40. \ L=24.74 N w OJ CIIf8 \ N•rn 1 �- O�0 • "I, S�6°16'53 0¢ Coo LOT2 4. io l ' 0 33� o.o WN ��Lu ti N 0.24 AC / :U M 0 • 10 �� M Q Q M r � L=24.74' C0 ° \ �... Co U rn IIS `%< -co \ O 5. Oc~na_N ° 53„E • \� 22 b��° o� LL i6 16 I N ■ 0.25ac m° z O w O I N 126 �4 `� RASMUSSEN -' I �� 6,¢ ` LOTS w=U� o• C” / o ohm N U) N I � 0 LLJ � QI W LL 0 19 ZIN 0,27AC tPOINT OF o BEGINNING _ N 90°00'00" E 4 633.21' tri ■ S3 ftffb/ SOUTHEAST t4�•�1 COURT S6 SS C, \�-- �,�. ;� hN 20 0.27 AC � � N 11 `L / 63 ° G ��' / S3"7 i/ '�� 44 /k/ 4' 15' WIDE PUBLIC UTILITY EASEMENT (TYP.) s M, N -M � N 21 0.52 AC (712'-A1B) 7.12' LOT4 •c9. , BL OC/f2 1-0 o. ALPINE CROSSING= DIVISION 1A LOCATED IN THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO SYMEYOR'S NARRAT/1/E THE PURPOSE OF THIS SURVEY IS TO CREATE 19 NEW LOTS AS SHOWN FOR RESIDENTIAL DEVELOPMENT FROM THOSE LANDS GRANTED TO SOUTHEAST IDAHO COMMUNITY ACTION AGENCY (SEICAA) AS DESCRIBED IN WARRANTY DEEDS RECORDED UNDER INSTRUMENT NUMBERS 21902781 & 21909739 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY. THE BOUNDARY LINES FOR THIS PROJECT WERE PREVIOUSLY SOLVED PER RECORDS OF SURVEY FOR FIRST BAPTIST CHURCH OF POCATELLO RECORDED UNDER INSTRUMENT NUMBER 21903709. WITNESS MONUMENTS FOR LOTS 1-5, BLOCK 3 AND LOTS 1-2, BLOCK 4 ARE SET ON THE LOT LINES & 35.00 FEET FROM THE REDMAN CANAL CENTERLINE. THE WITNESS MONUMENT FOR THE SOUTHWEST CORNER OF LOT 5, BLOCK 3, BEING AN ALUMINUM CAP WITNESS MONUMENT FOR THE SUBDIVISION CORNER, IS STAMPED "35.00' WC" TEMPORARY EASEMENT FOR VEHICULAR TURN -AROUND AND FOR PUBLIC UTILITIES. SAID EASEMENT WILL TERMINATE WHEN THE NEXT SUBDIVISION ADJOINING TO THE BOUNDARY LINE OF THIS SUBDIVISION IS COMPLETE. THIS EASEMENT IS RECORDED AT BANNOCK COUNTY UNDER INST. NO. THE DEPARTMENT OF THE INTERIOR, BUREAU OF INDIAN AFFAIRS' FOR HALL IRRIGATION PROJECT HAS A 70.00' WIDE RIGHT-OF-WAY, 35.00 FEET EACH SIDE OF THE CENTERLINE OF THE REDMAN LATERAL CANAL. NO MODIFICATIONS OR ENCROACHMENT WITHIN THE LIMITS OF THE UNITES STATES RIGHT-OF-WAY FOR THE REDMAN LATERAL CANAL WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE BUREAU OF INDIAN AFFAIRS. THE 35.00' WIDE RIGHT-OF-WAY WILL ALSO SERVE AS A DEDICATED EASEMENT TO THE CITY OF CHUBBUCK FOR ACCESS AND RECREATION CONDITIONAL UPON WRITTEN APPROVAL FROM THE BUREAU OF INDIAN AFFAIRS. CH F TTTH MAP Milli ME I �� •�I■11111 ���� LEGEND SECTION CORNER AS NOTED 1/4 CORNER AS NOTED REFERENCE DOCUMENTS DISTANCE AND BEARING PER RECORD OF SURVEY FOR GERALD 1/16 CORNER AS NOTED ALPINE CROSSING - G25) DIVISION 1B MCNABB & SCHOOL DISTRICT 25 (RECORD INST. NO. 20500613) INST. NO. 22203589 DISTANCE AND BEARING PER RECORD OF SURVEY FOR THE FIRST FOUND 1/2" REBAR WITH PLASTIC CAP (-------Fec) BAPTIST CHURCH OF POCATELLO (RECORD INST. NO. 21903709) STAMPED "RMES PELS 2341" IDAHO 60.42,_/ 3 Z BLOCK 2 �Q DISTANCE AND BEARING PER ALPINE CROSSING - DIVISION 1 B COMMUNITY // O X5.0 S �2° LOTS (------A1B) ACTION AGENCY �N p • 19 /2"F o mo (RECORD INST. NO. 22203589) INST NO. 21909739 / v- �- S.Op, �- r -W ____ DISTANCE AND BEARING PER PARK MEADOWS - 13TH ADDITION U �� • 8?2�79'721, ( PMS) (RECORD INST. NO. 21416022) C �S vJ/ CI a20 AC/BLOCK E � V% o O v rn �, cu - S3S DISTANCE AND BEARING PER ACADEMY ACRES - DIVISION 2 c� O/� O' (------- AA2) JO /� °� i0 �8 (RECORD INST. NO. XXXXXXXX) a2OAC Sp' LOT9 441 m N w ! / �'■\32 \\g (-------Cop DISTANCE AND BEARING PER CITY OF CHUBBUCK CONTROL p , a /a, h ■ �S•Op \ 2 ^ ^ a2OAC o ao �s�6275g I RECORD OF SURVEY (RECORD INST. NO. 20915791) CY)CIV I < oMo �Q� /°� o • 7S ��� ^ ^ o.21ac876 .41s) `S9..E Q O <v ^ 00, CO 3$ LOT7 Co Z o � Q /,� ^ \ 55.00' _Co `30 co 0`v , \ �' • �SO� a3oac / U ' BLOCA' I L �S. pp, NFly'a 15' WIDE PUBLIC / U / LOTS 32 Sp • N �2� ��qvF • 7g S,� UTILITY EASEMENT / /330p, L l �S 00, 79,1 N!!F (TYP.) /,`m q>a/ /3�0p / BLOC/f� rn s� �/ N • 396,64\ \ 27.50' • �6�/ ro 33.Op- >B/ /N&9a LOTS N Co Co c� o' / 33 S 2?6 PARK MEADOWS N O ^ h ?S. p \ j 66.00' Op, 6g° 4 5 � 0 • �1\ •C\3�2\ J i �'► 2$'p2 ;2O9p �> 12TH ADDITION o,W kloo 4' 12 'ej ,�`� cv a26ac \ \ 965 27.50' �•� /U� •// F`?`90 INST. NO. 21015239 0 2 0 4 o CO\ 0 •■� C ■ \; / /> �9o,9p, LOT4 \ Z� CO 0,26 AC \ /cid • h' W p \ Z °� 0,26 AC LCl to • • \ ■ CJ 0.31 AC 0 M \ ow\ \ z ^ 2 ^ - L=22.2 1 9.28:/ \ /V • \ BLOCK 1 J !S 00, o °D 0.34 aC c j U ^ 67° 44/ w "; \ •wC CD i / / • ^/ �Sb6„ 7q�3 ��� LOT M \ ^ 00 0.37 AC ^O. . 0 app' O \ ? we BLOCK 3 . �> L • �27 z \ M •� ° 15' WIDE PUBLIC 07 X04 h Q� 9z OCA, w \ \ UTILITY EASEMENT /^ '/ Q • 27" \ �ti \ N ?S 0 \ TYP. / M �'� V 6�) 50.00' O PARK MEADOWS LOTS \ /s,2° S� --•wc / rn °N `ti Q / • Q o O ° o5s>,- V�/ \ / w ,�`�' Q� 13TH ADDITION BLOCKS \ AV)kk 46 /s%9�Sp (L=3235' AA2) / c•�/� �0 �O4'// m`b o°��\o �� i>Q8o>` INST. NO. 21416022 Co lo\ FBS/ >> -AV M L=32.35' � C w°j / M^ � 92q b� �� � 748 "Its" z THE ACADEMY CAMPUS l3 \ 6p / •\ 66.00' 2 : CV 07, �07, DEED NO. 22214985 ACq \ />>�8 X24 /may \ c // 0,29aC ti OFMy DoT\ 33' i •� BLOCK 4 h° .o /p. ti°�o^ �''❑ //VS RES _ O 2 \ \ L=33.38' 33' �o / \ °N� T NO. / V/S/ON 2 0l (L`33.38'- AA2) Mh / \ \�� 0.25 A oo U) 1��ao�° \ I \ • C '89 35, o \ \ LOT > GRAPHIC SCALE ry� \ L=33.28' \ NO CAP BLOCKS 60 0 30 60 (L=33.28'-AA2) `� i9 0Y BENT 2 O \ `0l>6 9' . \ ( IN FEET) 7 \ 70 1 inch = 60' Op, WEST 1/4 CORNER OF SECTION 9. ,y wj FOUND CITY OF POCATELLO ALUMINUM CAP MONUMENT IN CITY VAULT AS 8 DESCRIBED IN CP&F INST. NO. 20520366 CENTER 1/4 CORNER OF SECTION 9. 9 N(89'44'22., 9°44 ' w s 68636.83' 9 FOUND 2" ALUMINUM CAP STAMPED ALPINE ENGINEERING 2652", ALSO (N89°4422"W 2636.82' -COC) FOUND A 3" BCM 5.00' EAST. SEE CP&F INTERSTATE86 INST. NOS. 20520367 AND 762800 o�p LA NO 18971 0 qTf OF \OP� � 4 N O'BRj S�GyTo BNP, BASIS OFBEAR/NGS �oT�st FFN F�'9< THE WEST LINE OF SECTION 9 WAS ASSUMED TO BE \ . OTFsq y OUTH 0'39'36" EAST BETWEEN THE CORNER AND THE WENORTHWEST ST QUARTER CORNER OF SECTION 9 PER CONTROL SURVEY FOR CITY OF CHUBBUCK (INST. NO. 20915791) BASED ON THE CENTRAL MERIDIAN OF IDAHO STATE PLANE EAST ZONE COORDINATE SYSTEM. 5 / BLOCK 1 SUBDIVISION LOT / BLOCK NUMBER L07-4 EXISTING SUBDIVISION LOT / BLOCK NO. BL OC/f6 SUBDIVISION BOUNDARY LINE SUBDIVISION LOT LINE STREET CENTERLINE SECTION LINE EASEMENT SIDELINE EXISTING EASEMENT SIDELINE ADJACENT BOUNDARY LINE COUNTYRECORDER'S CERT/F/CATE FOUND 5/8" REBAR WITH 2" ALUMINUM 61 CAP STAMPED "RMES PELS 2341" O FOUND 1/2" REBAR WITH PLASTIC CAP STAMPED "RMES LS 18971" ❑ FOUND 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "RMES PLS 18971" SET 1/2 BY 24 REBAR WITH PLASTIC • CAP STAMPED "RMES PLS 18971" SET 1/2" BY 24" REBAR WITH PLASTIC *WC CAP STAMPED "RMES WC PLS 18971" AS WITNESS MONUMENT TO TRUE CORNER SET 5/8" BY 24" REBAR WITH 2" ALUMINUM ■ CAP STAMPED "RMES PLS 18971" 5 / BLOCK 1 SUBDIVISION LOT / BLOCK NUMBER L07-4 EXISTING SUBDIVISION LOT / BLOCK NO. BL OC/f6 SUBDIVISION BOUNDARY LINE SUBDIVISION LOT LINE STREET CENTERLINE SECTION LINE EASEMENT SIDELINE EXISTING EASEMENT SIDELINE ADJACENT BOUNDARY LINE COUNTYRECORDER'S CERT/F/CATE ALPINE CROSSING= DIVISION 1A LOCATED IN THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO NORTHWEST CORNER OF SECTION 9. FOUND ALUMINUM CAP MONUMENT IN VAULT AS DESCRIBED IN CP&F INST. NO. 22213751 5 4 8 9 TSAWTOOTH RIDGE INST. NO. 22023921 15.00' WIDE EASEMENT FOR PUBLIC UTILITIES PER DEEDS RECORDED UNDER INSTRUMENT NOS. 20500424 LOT9 LOTS BLOCK> & 20500425 AND AS SHOWN ON RECORD OF SURVEY LOT 1O LOT7 RECORDED UNDER INSTRUMENT NO. 20500613 _ 016 53„ E 503 43 i 6 a� _C17� rli� i I� - - _-A � W 270; M L6 �r 016 53 SAWTOOTH STREET 0 �, ■"o C3 S �/ S 89 50 41 E 162.96 C18 0 S 89050'41 " E 442.66' N _■� 11 $TREE 60.00'LO 328.11' 94.63' N 89050'41" W J - C6 r�OTN • -�20_00' I - I 51.70' 0 SpV� C19 �• 68410 • + -4L�2 -■AC =40.1'9' N\ io U N a24 • _ 15.00' WIDE EASEMENT FOR PUBLIC UTILITIES PER I I I I U) r� O N 6 rn I DEEDS RECORDED UNDER INSTRUMENT NOS. 20500424 tiI"t L=24.74' z c? m °M° & 20500425 AND AS SHOWN ON RECORD OF SURVEY I I M I � I w ��00 0 E • Q m N RECORDED UNDER INSTRUMENT NO. 20500613 M o I N i6 16'53 I iv Lu m "� co I� z� to �) 126 4 co "�c� NI IN I� �• o �N co I I I 10 11 oco M0 of I� `\ I o XLOCK2 m Z; O NI to �\ ��644 I ZN o,2o z M SOUTHEAST IDAHO o 1 I b) N 12° I c - COMMUNITY ACTION AGENCY o X920-" a0 MINST NO. 21909739 N 49012'18" E z I I� 28.52' 870 TEMPORARYEASEMENTFOR2U Q/� �84p„ J STORM WATER RETENTION AND �. ��'27AC SEE RECORD OF SURVEY / �F 82 �4% J FOR PUBLIC UTILITIES GRANTED / L4�•�■ FOR THE FIRST BAPTIST / /' _ / TO THE CITY OF CHUBBUCK. SEE / x•43 Z CHURCH OF POCATELLO / / N?l °p84 -- / INSTRUMENT NO. l o �5 pp S ?2 V I INST. NO. 21903709 // � w 76 3 S 49012'18" W // ^ 0., ory 49.59' 0 / 'M 1> 60.00' ,�cl./ / J / �KJ ago AC o f0 20.00' WIDE EASEMENT GRANTED TO THE CITY OF CHUBBUCK FOR INSTALLATION AND l� ^ ^ ^ o.2oac MAINTENANCE OF BURIED IRRIGATION LINES. co �p SEE INSTRUMENT NO. �o ■ 76.0 1 BLOCK 2 4 2S, / /\ / rr ^' \ / \ D `ti 21.21' � \ /l^ � � � FlYpo� \ 35' \ \ l • N \ AVFiy \ , & �00, • \ \ 35 V,200SS1' \ \ �00, 411 I \ \ 6'8, \ \ CIV 492.�J, N O \ \ RFO \ \ O �' ^ 5 ^ IANC 70 \ 441 N ^ a26AC N 0 4 THE ACADEMY CAMPUS \ \ \ A A� \ \ \ Z/ ^ 0.26 AC INST. NO. 22214985 \ -m- & \ o \ 3 BL OCK \ o \ Z o,26 AC � WC LOTS LDT9 \ M • \ '/ BLOCK 3 WEST 1/4 CORNER OF SECTION 9. 8 FOUND CITY OF POCATELLO ALUMINUM 9 CAP MONUMENT IN CITY VAULT AS DESCRIBED IN CP&F INST. NO. 20520366 o \ Z ftw ' �� \ "wC BOWL SHEET FOR OFFSME EASEMENTS CURVE TABLE # RADIUS A ARC LENGTH TANGENT CHORD BEARING CHORD DISTANCE Cl (A 1B) 367.00' (367.00) 7°02'59" (7°0259') 45.16' (45.16) 22.61' (22.61) S 17°03'36" W (N 17°0336"E) 45.13' (45.13) C2 (M2) (PMS) (FBC) 1540.00' (1540.00) (1540.00) (1540.00) 9057'28" (9°5659') (0°33'17') (9°5728) 267.65' (267.43) (14.91) (267.65) 134.16' (134.05) (746) (134.16) N 67007'07" W (S 66°5920"E) (N 61°46'58"W) (N 67°0707" W) 267.31' (267.09) (14.91) (267.31) C3 (G25) (FBC) 225.00' (225.00) (225.00) 8°08'13" (13°5276) (13°5276') 31.95' (54.48) (54.48) 16.00' (27.38) (27.38) N 80°21'00" E (N83°1752"E) (N 83°13'06"E) 31.93' (54.35) (54.35) C4 400.00' 7°49'49" 54.67' 27.38' N 24°30'00" E 54.62' C5 400.00' 10°44'06" 74.95' 37.58' N 66°57'09" W 74.84' C6 (G25) 250.00' (250.00) 8°08'13" (13°5276') 35.50' (60.54) 17.78' (30.42) N 80°20'59" E (N83°1752"E) 35.47' (60.39) C7 21.00' 90000'00" 32.99' 21.00' N 58043'07" W 29.70' C8 21.00' 90000'00" 32.99' 21.00' S 31016'53" W 29.70' C9 21.00' 50020'43" 18.45' 9.87' N 11027'15" E 17.86' C10 21.00' 50020'43" 18.45' 9.87' S 38053'29" E 17.86' C11 55.00' 280041'27" 269.44' 45.59' N 76016'53" E 70.20' C12 21.00' 86001'53" 31.53' 19.59' N 69039'19" E 28.65' C13 21.00' 88040'41" 32.50' 20.52' S 17014'45" E 29.35' C14 21.00' 97018'35" 35.67' 23.87' N 20014'24" W 31.53' C15 21.00' 90000'00" 32.99' 21.00' S 73024'54" W 29.70' C16 (A IB) 400.00' (400.00) 35014'08" (35-14'08') 245.99' (245.99) 127.02' (12702) N 02058'01" E (N 02°58'01 "E) 242.13' (242.13) C17 217.00' 8008'13" 30.82' 15.43' N 80021'00" E 30.79' C18 225.00' 5044'13" 22.53' 11.27' N 87017'13" E 22.52' C19 283.00' 5'44'13" 28.34' 14.18' S 87-17'12" W 28.32' LINE TABLE # BEARING DISTANCE (REFERENCES) L1 S 17040'48" W 25.35' (N 17°40V8"E 2535' -AIB) L2 S 00004'46" E 39.38' (N00TOM "E 25.84' -PMS) L3 S 72019'12" E 18.48' --- L4 N 72019'12" W 75.00' --- L5 N 05034'55" W 58.00' --- L6 N 05034'54" W 8.00' --- L7 S 00039'23" E 8.21' --- COUNTY RECORDER'S CERT/F/CATE BOUNDARYBESCR/PT/ON A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED MORE PARTICULARLY AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 9, BEING MONUMENTED BY AN ALUMINUM CAP MONUMENT IN A MONUMENT VAULT AS DESCRIBED IN CORNER PERPETUATION RECORDED AS INSTRUMENT NO. 22213751; THENCE SOUTH 0°39'36" EAST (BASIS OF BEARINGS PER EAST ZONE OF IDAHO STATE PLANE COORDINATE SYSTEM) A DISTANCE OF 1562.02 FEET; THENCE NORTH 90°00'00" EAST A DISTANCE OF 633.21 FEET TO THE POINT OF BEGINNING; THENCE NORTH 0°42'04" WEST A DISTANCE OF 171.73 FEET; THENCE NORTH 5°34'55" WEST A DISTANCE OF 58.00 FEET TO A POINT OF NON -TANGENCY ON A 225.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH 5°34'54" WEST, BEING A POINT ON THE SOUTH BOUNDARY LINE OF A PARCEL OF LAND BELONGING TO SCHOOL DISTRICT #25 AS DESCRIBED IN EXHIBIT 1131 OF CITY OF CHUBBUCK ORDINANCE NO. 622, RECORDED AS INSTRUMENT NO. 20622655; THENCE FOLLOWING ALONG THE SOUTH BOUNDARY LINES OF SAID PARCEL OF LAND OVER THE FOLLOWING TWO (2) COURSES: FOLLOWING ALONG SAID CURVE -TO -THE -LEFT THROUGH A CENTRAL ANGLE OF 8°08113" FOR AN ARC LENGTH OF 31.95 FEET (THE CHORD OF SAID CURVE BEARS NORTH 80°21'00" EAST A DISTANCE OF 31.93 FEET) TO A POINT OF TANGENCY; 2. NORTH 76°16'53" EAST A DISTANCE OF 270.35 FEET TO THE NORTHWEST CORNER OF ALPINE CROSSING - DIVISION 1B, A SUBDIVISION RECORDED UNDER INSTRUMENT NO 22203589; THENCE FOLLOWING ALONG THE WESTERLY AND SOUTHERLY BOUNDARY LINES OF SAID SUBDIVISION OVER THE FOLLOWING SIX (6) COURSES: SOUTH 13°43'07" EAST A DISTANCE OF 322.00 FEET; 2. SOUTH 1'11'34" WEST A DISTANCE OF 101.07 FEET; ALPINE CROSSING= DIVISION 1A LOCATED IN THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO OWNER'S CERT/F/CATE KNOW ALL MEN BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF THE TRACT OF LAND DESCRIBED IN THE BOUNDARY DESCRIPTION HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO BLOCKS, LOTS AND STREETS TO BE HEREAFTER KNOWN AS ALPINE CROSSING - DIVISION 1A. I, THE OWNER, INTEND TO INCLUDE ALL OF THE LAND DESCRIBED IN THE BOUNDARY DESCRIPTION IN THIS PLAT. THE LOCATION AND DIMENSIONS OF THE BLOCKS, LOTS AND STREETS ARE TO BE AS SHOWN ON THE ACCOMPANYING MAP OF THE PROPERTY. ALL STREETS, AND ALL WATER, SEWER AND STORM WATER DETENTION FACILITIES LYING WITHIN THE STREET RIGHT-OF-WAY ARE DEDICATED TO THE PUBLIC FOR PUBLIC USE, UNLESS OTHERWISE INDICATED, AND THE EASEMENTS FOR PUBLIC UTILITY SERVICES. THE RIGHT TO USE ALL DEPICTED EASEMENTS IS RESERVED FOR SUCH PUBLIC USE FOR UTILITIES, AND FOR OTHER PUBLIC PURPOSES, INCLUDING, BUT NOT LIMITED TO, POSTAL DELIVERY BOXES. NO STRUCTURES, OTHER THAN THOSE REQUIRED FOR SUCH PUBLIC UTILITY PURPOSES, ARE TO BE ERECTED OR PLACED WITHIN SAID EASEMENTS. ALL SUCH AREAS ARE HEREBY CONVEYED OR RESERVED TO THE PUBLIC IN PERPETUITY. THE PUBLIC MAY HAVE ACCESS TO SUCH AREAS, SUBJECT TO MUNICIPAL REGULATION. THE RESPONSIBILITY TO MAINTAIN THE PROPERTY DEDICATED, EXCEPT AS NOTED, SHALL PASS TO THE PUBLIC BODY HAVING JURISDICTION WHEN SUCH DEDICATION HAS BEEN ACCEPTED. THE RESPONSIBILITY TO MAINTAIN THE SURFACE AREA OF PROPERTY OVER WHICH AN EASEMENT LIES SHALL REMAIN WITH THE OWNER AND OWNER'S SUCCESSOR IN INTEREST. THE RESPONSIBILITY TO MAINTAIN STORM WATER DETENTION FACILITIES, WHETHER LYING IN AN EASEMENT OR LYING WITHIN A DEDICATED RIGHT-OF-WAY, SHALL BELONG TO THE OWNER OF THE PROPERTY BENEFITED BY THE DETENTION OF STORM WATER FLOWING FROM THAT PROPERTY WHICH SHALL BE THE PROPERTY ADJACENT TO THE STORM WATER DETENTION FACILITY UNLESS SUCH FACILITY SERVES MULTIPLE PROPERTIES AS NOTED ON THE PLAT. THIS PLAT IS GOVERNED BY THE MUNICIPAL CODE OF THE CITY OF CHUBBUCK, WHICH PROVIDES THAT A FINAL PLAT SHALL CONSTITUTE A DEDICATION; HOWEVER, APPROVAL OF THE FINAL PLAT SHALL NOT CONSTITUTE THE CITY'S ACCEPTANCE OF THE DEDICATION. SUCH ACCEPTANCE SHALL BECOME EFFECTIVE ONLY UPON THE EXECUTION BY THE MAYOR OF A SEPARATE INSTRUMENT FOR THAT PURPOSE AFTER THE CITY COUNCIL HAS FOUND THAT ALL STRUCTURES AND IMPROVEMENTS RELATING TO THE DEDICATED PROPERTY HAVE BEEN COMPLETED AND HAVE BEEN APPROVED UPON INSPECTION BY THE CITY. DEDICATION IS NOT BINDING UPON THE CITY UNTIL ACCEPTED. SOUTHEASTERN IDAHO COMMUNITY ACTION AGENCY, INC. (SEICAA) 3. SOUTH 17°40'48" WEST A DISTANCE OF 25.35 FEET; JOE BORICH, CHIEF EXECUTIVE OFFICER (CEO) /RR/CATV* WATER R/GHTS STATEMENT LANDS WITHIN THIS PLAT ARE ENTITLED TO IRRIGATION WATER SUPPLIED BY FORT HALL IRRIGATION PROJECT. DELIVERY OF IRRIGATION WATER FROM THE PROJECT TO INDIVIDUAL LOTS HAS BEEN DONE IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b) AND CITY OF CHUBBUCK CODE SECTION 16.12.230. PROPERTY OWNERS WILL BE OBLIGATED FOR ASSESSMENTS THROUGH THE CITY OF CHUBBUCK CUL/NARY WATER THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK MUNICIPAL WATER SYSTEM. OEI/ELOPMENT AGREEMENT THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO. ARE HEREBY MADE A PART OF THIS PLAT. C/TYOF CHUBBUCK THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE CITY OF CHUBBUCK, IDAHO, THIS DAY OF , 20 KEVIN ENGLAND, MAYOR JOEY BOWERS, CITY CLERK 4. SOUTH 76°27'59" EAST A DISTANCE OF 138.30 FEET TO A POINT OF NON -TANGENCY WITH A 367.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH 76°27'53" WEST; ACKNOWLEBOMENT BRIDGER MORRISON, P.E., CITY ENGINEER 5. THENCE FOLLOWING ALONG SAID CURVE -TO -THE -RIGHT THROUGH A CENTRAL ANGLE OF 7°02'59" FOR AN ARC LENGTH OF 45.16 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 17°03'36" WEST A DISTANCE OF 45.13 FEET) TO A POINT OF NON -TANGENCY 6. SOUTH 69°25'02" EAST A DISTANCE OF 220.90 FEET TO A POINT ON THE WEST BOUNDARY LINE OF LOT 4, BLOCK 1, PARK MEADOWS 12TH ADDITION, A SUBDIVISION RECORDED UNDER INSTRUMENT NO. 21015239; THENCE FOLLOWING ALONG THE WEST BOUNDARY LINES OF SAID PARK MEADOWS 12TH ADDITION AND ALSO ALONG THE WEST BOUNDARY LINES OF PARK MEADOWS 13TH ADDITION, A SUBDIVISION RECORDED UNDER INSTRUMENT NO. 21416022, OVER THE FOLLOWING TWO (2) COURSES: SOUTH 0°04'46" EAST A DISTANCE OF 39.38 FEET TO AN ANGLE POINT IN LOT 1, BLOCK 1, PARK MEADOWS 13TH ADDITION; 2. SOUTH 28°24'54" WEST A DISTANCE OF 241.09 FEET TO A POINT ON THE CENTERLINE OF THE REDMAN CANAL, BEING A POINT ON A 1540.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 27°51'37" WEST; THENCE FOLLOWING ALONG THE CENTERLINE OF THE REDMAN CANAL OVER THE FOLLOWING TWO (2) COURSES: FOLLOWING ALONG SAID CURVE -TO -THE -LEFT THROUGH A CENTRAL ANGLE OF 9°57'28" WEST FOR AN ARC LENGTH OF 267.65 FEET (THE CHORD OF SAID CURVE BEARS NORTH 67°07'07" WEST A DISTANCE OF 267.31 FEET) TO A POINT OF TANGENCY; 2. NORTH 72°05'51" WEST A DISTANCE OF 381.94 FEET; THENCE NORTH 17°41'06" EAST A DISTANCE OF 205.26 FEET; THENCE SOUTH 72°19'12" EAST A DISTANCE OF 18.48 FEET; THENCE NORTH 17°40'48" EAST A DISTANCE OF 115.06 FEET; THENCE NORTH 72°19'12" WEST A DISTANCE OF 75.00 FEET TO THE POINT OF BEGINNING. CONTAINING 7.07 ACRES, MORE OR LESS. STATE OF IDAHO, COUNTY OF ON THIS DAY OF , IN THE YEAR 20 , BEFORE ME , A NOTARY PUBLIC, PERSONALLY APPEARED JOE BORICH, KNOWN OR IDENTIFIED TO ME TO BE THE CEO OF THE CORPORATION THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID CORPORATION AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. NOTARY PUBLIC RESIDING IN COUNTY, STATE OF IDAHO. MY COMMISSION EXPIRES DAY OF 20 SYR ITMRS CER T/F/CATE I, SEAN O'BRIEN, A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF IDAHO, DO HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE LAND DESCRIBED IN THE ACCOMPANYING BOUNDARY DESCRIPTION AND THAT THE PLAT UPON WHICH THIS CERTIFICATION APPEARS WAS MADE UNDER MY DIRECTION. I FURTHER CERTIFY THAT THE ACCOMPANYING MAP CORRECTLY DEPICTS THE DIVISION OF THE LAND AS MARKED UPON THE GROUND, THAT THE MONUMENTS SHOWN CONFORMS WITH THAT SET OR FOUND UPON THE GROUND, AND THAT THE PERTINENT PROVISIONS OF THE STATUTES OF THE STATE OF IDAHO TOGETHER WITH ALL LOCAL ORDINANCES PERTAINING THERETO HAVE BEEN COMPLIED WITH. CENS, SGML SEAN O'BRIEN a 18971 0 STg7E OF VD SFA N O� DATE CANAL COMPANYACCEPTANCE WE HAVE REVIEWED THE PLAT AND ACCEPT THE CANAL EASEMENT / RIGHT-OF-WAY AS SHOWN. FORT HALL IRRIGATION REPRESENTATIVE DATE SAN/TARY REM/CT/ONS 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: COUNTY SINIT)FOR'S CER T/F/CATE I, , A LICENSED LAND SURVEYOR IN AND FOR BANNOCK COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND COMPUTATIONS SHOWN HEREON, AND HAVE DETERMINED THAT THE REQUIREMENT OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I APPROVE THE SAME FOR FILING THIS DAY OF , 20 BANNOCK COUNTY SURVEYOR PLS NO. COUNTY TREASURER'S CERT/F/CATE PURSUANT TO 50-1308, IDAHO CODE. I, JENNIFER CLARK, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE ON THE PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT AND CURRENT, HAVE BEEN PAID IN FULL. THROUGH JENNIFER CLARK, COUNTY TREASURER DATE COUNTYRECORDER'S CERT/F/CATE