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HomeMy WebLinkAboutNMID Pathway Agreement Lennon Pointe Subdivision Creason Lateral Sent up to Kim 10-18 AGREEMENT AGREEMENT,made and entered into this day of , 2023,by and between NAMPA&MERIDIAN IRRIGATION DISTRICT,an irrigation district organized and existing under and by virtue of the laws of the State of Idaho,hereinafter referred to as the"District,"and THE CITY OF MERIDIAN, a political subdivision and municipality of the State of Idaho hereinafter referred to as the"City," WITNESSETH: WHEREAS, the parties hereto entered into a Master Pathway Agreement For Developing and Maintaining Pathways for public use along and across some of the District's ditches and within some of the District's easements and fee title lands dated December 19,2000,recorded as Instrument No. 100102999, records of Ada County, Idaho,hereinafter referred to as the"Master Pathway Agreement;"and, WHEREAS, the District and the City intended by entering the Master Pathway Agreement to accomplish the following in a manner that is consistent with their respective legal and fiduciary responsibilities;to enhance the City's pathway planning though early consultation between the City and the District;to establish a process for the City's submission ofpathway requests and the District's consideration of such requests; and to provide the general conditions for the District's approval and authorization of pathway requests affecting the District's ditches,property, operations and maintenance; and, WHEREAS, the District grants to the City the right develop pathways to encroach within the District's easements and/or fee title property along and across the District's ditches,canals and easements/fee title property therefor upon the terms and conditions of said Master Pathway Agreement and after the execution of an agreement for each proposed crossing and encroachment; and, WHEREAS,the City is the owner of the real property easement/right of way that is servient to the District's easement/fee title property particularly described in the "Legal Description"attached hereto as Exhibit A and by this reference made a part hereof; and, WHEREAS, the District controls the irrigation/drainage ditch or drain known as the KELLOGG DRAIN (hereinafter referred to as "ditch or drain") together with the real property and/or easements to convey irrigation and drainage water, to operate and maintain the ditch or drain, and which crosses and intersects said described real property ofthe City as shown on Exhibit B attached hereto and by this reference made a part hereof; and WHEREAS,the City desires approval to construct,install,operate and maintain: 1)a ten foot(10') pedestrian pathway across and over the piped Kellogg Drain and within the District's easement for the Kellogg Drain,under the terms and conditions of said Master Pathway Agreement and those hereinafter set forth, AGREEMENT -Page 1 NOW,THEREFORE,for and in consideration of the premises and of the covenants,agreements and conditions hereinafter set forth and those set forth in said Master Pathway Agreement,the parties hereto agree as follows: 1. The City may construct,operate,maintain and repair: 1)a ten foot(10')pedestrian pathway across and over the piped Kellogg Drain and within the District's easement for the Kellogg Drain,within Lennon Pointe Subdivision, located southeast of the intersection of Linder Road and Ustick Road in Meridian, Ada County,Idaho. 2. Any construction, widening or crossing of said ditch or drain shall be performed in accordance with the"Special Conditions" stated in Exhibit C, attached hereto and by this reference made part thereof. 3. The permitted hours of use of the pathway shall be from one half hour before sunrise and one half hour after sunset. 4. The parties hereto incorporate in and make part of this Agreement all the covenants, conditions, and agreements of said Master Pathway Agreement unchanged except as the result of the provisions of this Agreement. The covenants, conditions and agreements herein contained and incorporated by reference shall constitute covenants to run with, and running with, all of the lands of the City described in said Exhibit A, and shall be binding on each of the parties hereto and on all parties and all persons claiming under them or either of them, and the advantages hereof shall inure to the benefit of each of the parties hereto and their respective successors and assigns. IN WITNESS WHEREOF,the District has hereunto caused its corporate name to be subscribed by its officers first hereunto duly authorized by resolution of its Board of Directors and the City has hereunto subscribed its corporate name to be subscribed and its seal to be affixed thereto, all as of the day and year herein first above written. NAMPA&MERIDIAN IRRIGATION DISTRICT By =— -- Its President ATTEST: Its Secretary AGREEMENT -Page 2 THE CITY OF MERIDIAN By '( /Ro ert E. mi on, Mayor 10 - 17 - 2023 AT ED A VG�sT 24 'o ('itv of w is John it erk 10- 17-20 E I 4 DIAN -- IOA110 STATE OF O C) SEAL ss : �Zr�Rof the TREP`'���J County of Canyon ) On this day of , 2023 , before me, the undersigned, a Notary Public in and for said State, personally appeared Will Patterson and Michael Comeskey, known to me to be the President and Secretary, respectively, of NAMPA & MERIDIAN IRRIGATION DISTRICT, the irrigation district that executed the foregoing instrument and acknowledged to me that such irrigation district executed the same . IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at , Idaho My Commission Expires : STATE OF IDAHO ) ) ss : County of Ada ) On this 17th day of October , 2023 , before me, the undersigned, a Notary Public in and for said State, personally appeared Robert E . Simison and Chris Johnson , known to me to be the Mayor and City Clerk , respectively, of The CITY OF MERIDIAN, the entity that executed the foregoing instrument and acknowledged to me that such entity executed the same . IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho CHARLENE WAY Residing at Meridian , Idaho , (; NO. WPM My Commission Expires : 3 -28-2028 NOTARY PWIC STATE OF IDAHO AGREEMENT - Page 3 EXHIBIT A Lezal Description A right-of-way/easement located at or near Lennon Pointe Subdivision in the NW 1 A of Section 1, Township 3 North, Range 1 West, B.M., Meridian, Ada County, Idaho as more specifically described/depicted in Exhibit A-1 attached hereto and by this reference incorporated herein. EXHIBIT B Location of Property/Drain See Exhibit C-1 attached hereto. EXHIBIT C Special Conditions a. The location and construction of the pathway shall be in accordance with Exhibit C-1, attached hereto and by this reference made a part hereof. b. Licensee acknowledges that the District's easement for the Kellogg Drain includes a sufficient area of land to convey irrigation and drainage water,to operate,clean,maintain and repair the ditch or drain,and to access the ditch or drain for said purposes,and is a minimum of 60 feet,30 feet to either side of the centerline for this section of the Kellogg Drain. C. Construction shall be completed one year from the date of this agreement. Time if of the essence. AGREEMENT-Page 4 HMH engineering Lennon Pointe Subdivision Kellogg Drain — City Pathway Legal Description Four Parcels of pathway situate in the North 112 of the West 212 of Government tot 4 in Section 1, Township 3 North,Range 1 West, Boise Meridian, City of Meridian,Ada County, Idaho, and more particularly described as follows: PARCEL 1 COMMENCING at the northwest corner of Section 1 as described in Corner Record Instrument No. 109109699,from which the west one-quarter corner as described in Corner Record Instrument No. 108044955, bears,South 00001'03" East,2699.19 feet;thence South 00001'03"East,683.16 feet to the southerly boundary of the North 1/2 of the West 1/2 of Government Lot 4;thence along said boundary, South 88°59'01" East, 73.98 feet to the easterly right-of-way for N. Linder Road monumented by a 5/8-inch bar with cap PLS11463;thence continuing along said boundary,South 88'59'01" East, 590.78 feet to the westerly boundary of the Creason Creek Subdivision No.1 recorded in Book 112 of Plats at Pages 16486-16488;thence along said boundary, North 00002'45" East, 44.84 feet to the southerly boundary for the Kellogg Drain easement;thence along said southerly boundary, North 89013'52"West, 245.55 feet to the westerly right-of-way for N.Zion Park Ave, and the POINT OF BEGINNING 1; Thence continuing along the southerly boundary forthe Kellogg Draln easement,North 89°13'52" West, 0.43 feet;Thence along the arc of a non-tangent curve to the left 9.76 feet, having a radius of 20.50 feet,a central angle of 27'16'22" and subtended by a chord bearing North 23°39'32"West,9.67 feet;Thence along the arc of a compound curve to the left 2.35 feet,having a radius of 1.50 feet,a delta angle of 89°43'11" and subtended by a chord bearing North 82009'19"West, 2.12 feet;Thence South 52059'05"West, 14.79 feet to the southerly boundary for the Kellogg Drain easement;Thence along said southerly boundary, North 89°13'52"West, 102.89 feet to POINT'A';Thence along the southerly edge of the sidewalk, North 42032'42" West, 5.22 feet to the southeasterly boundary of the concrete trash enclosure;Thence along said southeasterly boundary, North 48041'29" East,5.00 feet to the northerly edge of the sidewalk; Then along said northerly edge of the sidewalk the following five (5) courses and distances,Thence South 42032'42" East, 8.51 feet;Thence along a curve to the left 1.24 feet, having a radius of 1.50 feet, a central angle of 47024'33" and subtended by a chord bearing South 66°14'58" East, 1.21 feet; Thence South 89057'15" East, 89.74 feet;Thence North 52°59'05"East,24.24 feet; Thence along the arc of a non-tangent curve to the right 11.67 feet,having a radius of 25.50 feet,a central angle of 26013'06"and subtended by a chord bearing South 38053'23" East, 11.57 feet to the westerly right-of-way for N.Zion Park Ave;Thence along said westerly right-of-way,along the arc of a non-tangent curve to the left 7.89 feet, having a radius of 73.51 feet,a central angle of 06°09'01"and 680 S. Progress Ave., Suite#213 • Meridian, Idaho 83642 •Tel:208-342-7957 • Web:hmh-Iic.com Equal Opportunity Employer Exhibit A-1, page 1 subtended by a chord bearing South 17°19'51"West,7.89 feet to the POINT OF BEGINNING 1. TOGETHER WITH PARCEL 2 BEGINNING at the previously described POINT W,Thence along the southerly boundary for the Kellogg Drain easement, North 89°13'52"West, 19.71 feet to the POINT OF BEGINNING 2; Thence continuing along said southerly boundary, North 89013'52"West,9.13 feet to the southerly edge of the sidewalk;Then along said southerly edge of the sidewalk the following three (3)courses and distances,Thence along the arc of a non-tangent curve to the right 6.21 feet, having a radius of 37.28 feet, a central angle of 09°32'58"and subtended by a chord bearing North 45°08'43"West,6.21 feet;Thence along the arc of a reverse curve to the left 2.48 feet, having a radius of 1.50 feet,a delta angle of 94048'25"and subtended by a chord bearing North 87046'27"West,2.21 feet;Thence along the arc of a reverse curve to the right 6.24 feet,having a radius of 124.36 feet,a delta angle of 02052'31" and subtended by a chord bearing South 46°15'36" West,6.24 feet to the southerly boundary for the Kellogg Drain easement;Thence along said southerly boundary,North 89013'52" West, 7.48 feet to POINT'B'to the northwesterly edge of the sidewalk;Thence along said northwesterly edge,on the arc of a non-tangent curve to the left 28.72 feet, having a radius of 114.36 feet, a central angle of 14°23'25"and subtended by a chord bearing North 43011'53" East,28.65 feet the northerly boundary for the Kellogg Drain easement;Thence along said northerly boundary,South 41018'31" East, 5.21 feet to the southeasterly edge of the sidewalk;Then along said southerly edge of the sidewalk the following three(3)courses and distances,Thence along the arc of a non-tangent curve to the right 8.92 feet, having a radius of 124.36 feet,a central angle of 04006'39" and subtended by a chord bearing South 39'05'37" West, 8.92 feet;Thence along the arc of a reverse curve to the left 2.09 feet, having a radius of 1.50 feet,a delta angle of 79°46'S4"and subtended by a chord bearing South 01015'29"West, 1.92 feet;Thence along the arc of a compound curve to the left 13.48 feet, having a radius of 32.28 feet,a delta angle of 23°55'16" and subtended by a chord bearing South 50035'36" East, 13.38 feet to the POINT OF BEGINNING 2. TOGETHER WITH PARCEL 3 BEGINNING at the previously described POINT 'B',Thence along the southerly boundary for the Kellogg Drain easement, North 89°13'52"West, 20.66 feet to the POINT OF BEGINNING 3; Thence continuing along said southerly boundary,North 89013'52"West, 10.19 feet to the westerly edge of the sidewalk;Thence along said westerly edge on the arc of a non-tangent curve to the left 22.65 feet, having a radius of 132.42 feet,a central angle of 09048'06"and subtended by a chord bearing North 10049'27" West, 22.63 feet;Thence continuing along said westerly edge,along the arc of a compound curve to the left 44.77 feet, having a radius of 125.00 feet,a delta angle of 20031'16"and subtended by a chord bearing North 25059'08"West,44.53 feet to the southerly edge of the sidewalk; Then along said southerly edge of the sidewalk the following three(3)courses and distances,Thence South 46052'12" West, 18.91 feet; Thence along the arc of a curve to the left 10.85 feet, having a radius of 15.00 feet, a central angle of 41°26'54"and subtended by a chord bearing South 26008'45" West, 10.62 feet; Thence along the arc of a reverse curve to the right 4.53 feet, having a radius of 25.00 feet, 680 S. Progress Ave., Suite #28 • Meridian, Idaho 83642 •Tel:208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer Exhibit A-1, page 2 a delta angle of 10°23'25" and subtended by a chord bearing South 10°37'00"West,4.53 feet to the westerly boundary for the Kellogg Drain easement; Thence along said westerly boundary, North 36°41'31"West, 6.83 feet to the northerly edge of the sidewalk;Thence along said northerly edge,on the arc of a non-tangent curve to the right 13.91 feet,having a radius of 20.00 feet, a central angle of 39"50'37" and subtended by a chord bearing North 26°56'53" East, 13.63 feet; Thence continuing along said northerly edge, North 46°52'12" East, 19.41 feet to the westerly edge of the sidewalk;Thence along said westerly edge, on the arc of a non-tangent curve to the left 20.96 feet, having a radius of 125.00 feet,a central angle of 09036'26"and subtended by a chord bearing North 43"21'12"West, 20.94 feet;Thence continuing along said westerly edge, on the arc a reverse curve to the right 43.09 feet, having a radius of 290.17 feet,a delta angle of 08°30'29" and subtended by a chord bearing North 43054'10"West,43.05 feet to the southerly edge of the sidewalk;Then along said southerly edge of the sidewalk the following three (3) courses and distances,Thence South 51021'05" West, 7.11 feet; Thence along the arc of a curve to the right 31.42 feet, having a radius of 15.00 feet,a central angle of 120"00'06" and subtended by a chord bearing North 68938'52" West, 25.98 feet; Thence along the arc of a reverse curve to the left,having a radius of 13.00 feet,a delta angle of 76`14'34", an arc length of 17.30 feet, and subtended by a chord bearing North 46°46'06"West,16.05 feet to the westerly boundary for the Kellogg Drain easement;Thence along said westerly boundary,North 36041'31" West, 6.09 feet to the northerly edge of the sidewalk;Then along said northerly edge of the sidewalk the following three (3) courses and distances,Thence along the arc of a non-tangent curve to the right 28.04 feet, having a radius of 18.00 feet, a central angle of 89015'38"and subtended by a chord bearing South 53°17'04" East, 25.29 feet;Thence along the arc of a reverse curve to the left 20.94 feet, having a radius of 10.00 feet, a delta angle of 119°58'11" and subtended by a chord bearing South 68°38'20" East, 17.32 feet;Thence North 51°22'35" East,7.07 feet to the westerly edge of the sidewalk;Thence along said westerly edge, on the arc of a non-tangent curve to the right 69.69 feet, having a radius of 290.17 feet, a central angle of 13045'40" and subtended by a chord bearing North 31°46'51"West,69.52 feet;Thence continuing along said westerly edge,on the arc of a non-tangent curve to the left 64.29 feet, having a radius of 51.25 feet,a central angle of 71052'39" and subtended by a chord bearing North 60"00'12" West,60.16 feet to the easterly right-of-way for N. Linder Road; Thence along said easterly right-of-way, North 00°01'03"West, 10.04 feet to POINT'N on the northerly edge of the sidewalk;Thence along said northerly edge,on the arc of a non-tangent curve to the right 12.75 feet, having a radius of 61.25 feet, a central angle of 11°55'21" and subtended by a chord bearing South 89°00'39" East, 12.72 feet; Thence continuing along said northerly edge,on the arc of a reverse curve to the left 2.50 feet, having a radius of 1.50 feet,a delta angle of 95040'03" and subtended by a chord bearing North 49°07'00" East, 2.22 feet to the westerly edge of the sidewalk; Thence along said westerly edge, North 01016'58" East, 19.07 feet to the southerly edge of W. Pebblestone Drive;Thence along said southerly edge, on the arc of a non-tangent curve to the left 10.81 feet,having a radius of 56.00 feet, a central angle of 11°03'45" and subtended by a chord bearing North 69009'00" East, 10.80 feet to the easterly edge of the sidewalk; Thence along said easterly edge, South 01°16'58"West, 25.84 feet to the northerly edge of the sidewalk;Then along said northerly edge of the sidewalk the following six(6)courses and distances,Thence along the arc of a curve to the left 1.89 feet, having a radius of 1.50 feet,a central angle of 72°11'09" and subtended by a chord bearing South 34048'37" East,1.77 feet;Thence along the arc of a reverse curve to the right 35.19 feet, having a radius of 61.25 feet, a delta angle of 32°54'49" and subtended by a chord bearing South 54026'47" East, 34.70 feet; Thence along the arc of a non-tangent curve to the right 1.03 feet, 680 S. Progress Ave., Suite#213 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-llc.com Equal Opportunity Employer Exhibit A-1, page 3 having a radius of 69.39 feet, a central angle of 00050'49"and subtended by a chord bearing South 37°18'15" East, 1.03 feet;Thence along the arc of a reverse curve to the left 7.06 feet,having a radius of 3.00 feet, a delta angle of 134050'44" and subtended by a chord bearing North 75041'48" East, 5.54 feet;Thence North 08016'25" East,4.42 feet; Thence along the arc of a curve to the left 16.99 feet, having a radius of 120.00 feet,a central angle of 08006'39"and subtended by a chord bearing North 04013'06" East, 16.97 feet to the easterly boundary for the Kellogg Drain easement;Thence along said easterly boundary,South 36041'31" East,8.06 feet to the easterly edge of the sidewalk;Then along said easterly edge of the sidewalk the following six(6)courses and distances,Thence along the arc of a non-tangent curve to the right 11.24 feet, having a radius of 125.00 feet,a central angle of 05°09'14" and subtended by a chord bearing South 05"41'48" West, 11.24 feet; Thence South 08°16'25"West, 18.43 feet; Thence along the arc of a non-tangent curve to the left 1.93 feet, having a radius of 3.00 feet,a central angle of 36°49'50" and subtended by a chord bearing South 07014'08" East, 1.90 feet; Thence along the arc of a compound curve to the left 110.05 feet, having a radius of 280.17 feet,a delta angle of 22°30'21" and subtended by a chord bearing South 36"54'14"East, 109.35 feet; Thence along the arc of a non-tangent curve to the right 21.61 feet, having a radius of 129.41 feet,a central angle of 09034'12"and subtended by a chord bearing South 43028'08" East, 21.59 feet;Thence along the arc of a reverse curve to the left 2.31 feet, having a radius of 1.50 feet,a delta angle of 88°22'49" and subtended by a chord bearing South 82052'27" East,2.09 feet to the northerly edge of the sidewalk;Then along said northerly edge of the sidewalk the following three(3)courses and distances, Thence North 52056'09"East,8.94 feet;Thence along the arc of a curve to the left 5.54 feet,having a radius of 6.00 feet,a central angle of 52053'24"and subtended by a chord bearing North 26029'27" East, 5.34 feet;Thence North 00002'45" East,5.62 feet to the easterly boundary for the Kellogg Drain easement;Thence along said easterly boundary, South 36041'31" East,8.28 feet to the southerly edge of the sidewalk;Thence along said southerly edge, on the arc of a non-tangent curve to the right 9.13 feet, having a radius of 11.00 feet,a central angle of47°34'40"and subtended by a chord bearing South 29008'49" West, 8.87 feet;Thence continuing along said southerly edge, South 52056'09"West, 8.87 feet to the easterly edge of the sidewalk; Then along said easterly edge of the sidewalk the following four(4)courses and distances,Thence along the arc of a curve to the left 2.32 feet, having a radius of 1.50 feet,a central angle of 88'33'24"and subtended by a chord bearing South 08°39'27" West, 2.09 feet;Thence along the arc of a reverse curve to the right 46.88 feet, having a radius of 135.00 feet,a delta angle of 19°53'45" and subtended by a chord bearing South 25°40'23"East,46.64 feet; Thence along the arc of a compound curve to the right 24.71 feet, having a radius of 142.42 feet, a delta angle of 090S6'25", and subtended by a chord bearing South 10°45'17" East, 24.68 feet; Thence along the arc of a reverse curve to the left 0.85 feet, having a radius of 3.00 feet, a delta angle of 16018'10" and subtended by a chord bearing South 13°56'10" East,0.85 feet to the POINT OF BEGINNING 3. TOGETHER WITH PARCEL 4 BEGINNING at the previously described POINT'[',Thence along the easterly right-of-way for N. Linder Road, North 00001'03" West, 165.41 feet to the northerly boundary for the Kellogg Drain easement; Thence along said northerly boundary, North 89058'57" East, 17.43 feet to the POINT OF BEGINNING 4; 680 S. Progress Ave.,Suite#213 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer Exhibit A-1, page 4 Thence continuing along said northerly boundary, North 89°58'57" East, 10.01 feet to the easterly edge of the sidewalk;Then along said easterly edge of the sidewalk the following five(5)courses and distances,Thence along the arc of a non-tangent curve to the right 20.51 feet,having a radius of 365.90 feet,a central angle of 03012'41"and subtended by a chord bearing South 01.20'10"East,20.51 feet;Thence North 89°58'57" East, 3.75 feet to the westerly edge of W. Pebblestone Dr.;Thence along said westerly edge,South 01024'46"West, 5.00 feet;Thence South 89°58'57"West,4.00 feet;Thence South 01°16'29"West, 80.88 feet to the northerly edge of W. Pebblestone Dr.;Thence along said northerly edge,on the arc of a non-tangent curve to the right 14.07 feet,having a radius of 27.50 feet, a central angle of 29°18'16" and subtended by a chord bearing South 47014'12"West, 13.91 feet to the westerly edge of the sidewalk;Thence along said westerly edge, North 01.16'58" East, 103.93 feet; Thence continuing along said westerly edge,on the arc of a non-tangent curve to the left 11.91 feet, having a radius of 355.90 feet, a central angle of 01055'02"and subtended by a chord bearing North 02°03'SS"West, 11.91 feet to the POINT OF BEGINNING 4. Containing 5,406 square feet or 0.124 acres, more or less. Prepared by: Ronald M. Hodge, PLS Survey Department Manager LANp�..- 5115 ob, 01 �P f9�f �p��/�C. p OF V RMH:tk 680 S. Progress Ave.,Suite#26 • Meridian, Idaho 83642 • Tel:208-342-7957 • Web: hmh-lic.corn Equal Opportunity Employer Exhibit A-1, page 5 35 36 EXHIBIT B 2 1 NMID f CITY PATHWAY L15 — � i R/W �( 3 ) 30 T\ a W Pebblestone Dr � �"' �J r Q O z9 I O rn 00 SCALE: 1"= 200' !tom- O � o- 0. Point C f, (! 13 c O 2 I I -tom lunJ� \ Z 14 23 Z i 16 3V,f--- \ I 11 '- W \ 3 W Sindon Ln point of a \ -Sheet 2�PR j / Beginning 1 14 c ` L13 L9 N89'13'52"W 245.55' ( ) Point A � N00'02'45"E 73.9$' -� v � Point B is I 16 I 17 44.84' 590.78' CREASON LATERAL S88'59'01"E PER CREASON CREEK SVBDIWSION No. 2 Pl LAND CREASON CREEK I I p� SUBDI14SION No. 2 LEGEND �C 85 i 5 Plat Line v� �- 2 1 Section Line—— — — — yl ap —— — — — — — Kellogg Drain Easement Line `F — — — Lot Line `0� Record Plat Line 9�0 M• H�0 ®& Suvery Monuments Sheet 1 of 6 sidewalk Area H1yIH ENGINEERING Lennon Pointe City Easement.dwg DDM (208)342-7957 EXHIBIT B NMID/CITY PATHWAY �4 f W Sindon Ln r' 4fd SCALE: 1"= 10' d Q C2 a 5 � � f C3 U —`� - - --- L3 —— — — — — ^ — — L —N89°13'52"W 245.55' > Point A Point of Beginning 1 va c� J FOR. W Sindon Ln PR- _ P1, LANp C10 �O�<.- TERr 85/5 c.� cap Io. , � C7 Point of �� 9lE OF \op Beginning 2 L13 / Lli — L10 Point B C6 Sheet 2 of 5 HNM ENGINEERING Lennon Pointe Gty Easement.dwg (208)342-7957 MATCH EXHIBIT B 4 SHEET4 \ NMI /CITY PATHWAY G� cc, ti \ C 0 �o \ 20 \ \ \ z SCALE: 1"= 20' \ crs \ \ C38-7 g a\ \ C41 \ Da \ \ rn 00 \ Vy P 1 LAN rERF��G � i0 mr- r \ n \ c+, w \ w Point of Beginning 3 Sheet 3 of 6 -�) -L]3,•, FNM ENGINEERING Lennon Pointe City Easement.dwg (208)342-7957 EXHIBIT B NMI D / CITY PATHWAY Point of Beginning 4 LIS i32, PR— � I W Pebblestone Dr. c I n N L33 I SCALE: 1"= 20' m J ,e III Z La3l 5 `nryI C27Point C 6 C2 i 4III r C29 a '" a I cn 4j C�� V Lm I� w m\ o2s C32 -\ 0 _ 0: \ \ a c \ \ Z \ C34 \ LAND \ 8575 n v Nq�p M Sheet 4 of 6 MATCH LINE BN i ENGINEERING Lennon Pointe City Easement.dwg SHEET 3 (208)342-7957 EXHIBIT B NMID/ CITY PATHWAY LINE TABLE LINE TABLE LINE DIRECTION LENGTH LINE DIRECTION LENGTH L1 N89'13'52'W { 0.43' L21 N36'41'31"W 6.09' L2 S52'59'05"W 14.79' L22, N51'22'35"E 7.07' L3 N89'13'52"W 102.89' L23 N00'01'03'W 10.04' ` L4 N42"32'42"W 5.22' L24 NOV 16 WE 19.07' L5 N48'41'29"E 5.00' L25 S01'16'58"W 25.84' k L6 S42'32'42"E 8.51' L26 S36'41'31"E 8.06 L7 S89'Sr 15"E 89.74' L27 SW 16'25"W 18.43' > LS N52°59'05"E 24.24' L28 N52°56 09"E 8.94' L9 N89°13'52"W 19.71' L29 NOW 02'45'E 5.62' L10 N89'13'52"W 9.13' L30 �536'41'31"E 8.28' ro L11 N89"13'52'W 7.48' L31 S52'5V 09"W Ur o - L12 S41'18'31"E 5.21' L32 N89'S8'57"E 10.01' L13 N89"13'52'W 20.66' L33 N89'58'5r'E 3.75' L14 N00'01'03'W 165.41' L34 S01'24'46'W 5.00' L15 N89'58'57"E 17.43' L35 S89'58'57'W 4.00' L16 l N89'13'52"W 10.17 L36 S01'16'29"W 80.88' L17 S46'52'12"W 18.91 L37 NOV 16'58"E 103.93' L18 N36'41'31'W 6.83' L38 N08'16 25"E 4.42' p -+ `l COL.O�Obf/ ?1/L19 N46'S2'12"E 19.41'L20 S51'210W 2 02i p 0� �q(D M. boo ! Sheet 5 of 6 FINM ENGINEERING Lennon Pointe City Easement.dwg (208)342-7957 EXHIBIT B NMID / CITY PATHWAY CURVE TABLE CURVE TABLE C# RAD DELTA LEN CH. BRG CH.LEN C# RAD DELTA LEN CH. BRG CH. LEN Cl 20.50' 027*1622" 9.76' N23'39'32'W 9.67' C25 51.25' 071'5239" 64.29' N60'00'12"W 60.16' C2 1.50' 089'4311" 2.35' N82'09'19'W 2.12 C26 61.26 011'5521" 12.75' S89'00'39"E 12.72' C3 1.50' 047*24*33' 1.24' S66'14'58"E 1.21' C27 1.50' 095'40'03" 2.50' N49'07'00"E 2.22' C4 25.50' 026'13'06" 11.67' S38'53'23"E 11.57' C28 56.00' 011'03'45' 10.81' N69'09'00"E 10.80' C5 73.51' 006'09'01" 7.89' S17'1951'W 7.89' C29 1.50' 072*11'09" 1.89' S34'48'37"E 1.77' C6 37.28' 009'32'58" 6.21' S45'08'43"E 6.21' C30 61.26 032'54'49" 35.17 S54-26-47-E 34.70' C7 1.50' 1 094'48'25" 2.48' S87'46'27"E 2.21' C31 69.39 000'5049" 1.03' S37'18'15'E 1.03' CS 124.36' 002'52'31" 6.24' N46-15-36-E 6.24' C32 3.00' 134°50'44" 7.06 N75'41'48"E 5.54' C9 114.36' 1 014'2325" 28.72' S43'11'53"W 28.65' C33 120.00' 008'06'39" 16.9W N04°13'06"E 16.97' a C10 124.36' OO4'06'39" 8.92' N39'05'37"E 8.92' C34 3.00' i 036'49'5O" 1.93' S07'14'08"E 1.90' C11 1.50' 079'46'54" 2.09' N01'15'29"E 1.92' C35 125.00' 005'09'14" 11.24' S05'41'48"W 11.24' C12 32.28' 023'S5'16" 13.48' N50'3536"W 13.38' C36 280.Ir 022'30'21" 110.05- S36'54'14"E 109.35 C13 132.42' 1 009°48'O6" 22.65' N10'49'27"W 22.63' C37 129.41' 009'34'12" 21.61' S43-28.08-E 21.59' C14 125.00' 020°31'16" 44.77' N25'59'08W 44.53' C38 1.50' 088'2249" 2.31' S82'5227"E 2.09' C15 j 15.00' 041'26'54" 10.85 S26'OB'45"W 10.62' C39 6.00' 052'53'24" 5.54' N262927"E 5.34' C16 25.09 010'23'25' 4.53' S10'37'00"W 4.53' C40 11.00' 047'34'40" 9.13' S29'08'49'W 8.87' C17 20.00' 039'50'37" 13.91' N26'56'53"E 13.63' C41 1.50' 088'33'24" 2.32' S08-39'27-W 2.09' C18 125.00' 009'36'26" 20.W N43'21'12'W 20.94' C42 135.00' 019'5745" 46.88' S25'40123"E I 46.64' �1PL LAND C19 290.17' 008'30'29" 43.09' N43'54'10'W 43.05' C43 142.42' 009°56'25" 24.71' S10°45'17"E 24.68' C20 15.00' 120'00'06" 31.42 N6W3852"W 25.9 C45 365.90' 003°12'41" 20.51' S01°2010'E 20.51' �2!�5 C21 13.00' 076'14'34" 17.30' N46'46'O6W 16.05' C46 27.50' 029°18'16" 14.07' 547-14-12-W 13.91' '158 28.04' S53-17' 4-E 25.2 ' 355.90' 001*5602" 11.91' NO2'03'55"W 11.91'C22 18.00' 089 OF _\='� C23 10.09 119°58'11" 20.9 S683820'E 17.32' C48 1 3.00 06181 " 085' S13'5610"E 0.85 p�o V r�' M C24 290.17' 013'45'4(r 69.69 N31-4951-W 69.52' Sheet 6 of 6 HNM ENGINEERING Lennon Pointe City Easement.dwg (208)342-7957 � I MATCH LINE SEE SHEET Cl2.3 GRADING NOTES r•RBI I.ETA jRRB- 4SR't-SRS"RITSIR B!•-��'�'�'' 1. ALL ELEVAIIOPE 8NP"w ARETBG E125711R� /fGRAOE ELEVATIONS.SUSYRACT FwnH E, THE GOMRACION SNKLVERI"THAT NO _ � SURFACE MATERIAL AND DALE MATERIAL UNMARKED MISTING UNDERGROUND E:xM®Ix.iRt Y-f/, r'* -/J { TOORTANTOPOFSUSO 1. UIILMESIVSTINTNECONNTRUCION �` y;�AR,,,�,�roETMTNCGpIBTRUC110N 1E , __ RHfIVAi AT 1RRERYALB.IN ETD6 ��, 1 R/ I T.�r � + A ALL CUTPE'RLELOPEBBNAMBEAT):1 R bE611EET3 Cl MDCD]U.I�O��E G+•, PEOEBTRMN AMR �'� I 1 1 MAXMUM UNIEM NOTED OTMERW SE. _ N:f11UEbED- 1 ■ IEMEET GT�BI F.)y�17.111 /� / I PoEL'7310]8 ■ A, COORDINATE UNDERGROUND UTIrtY 'U 6NIPMl.ORLW Np OURPALEB l,UY18lOPE `\!I f ; '••.' (r I 71xxkS7RxR NBTALLATICH WITH C—IAORK ENOWI. IN MUM 012NANMY FROM ALL ""^I��-,• f,5' .%',. ` I I ewEon.o�o ' BUILDNG FGGNDATIORS TBCEL'x0/gW \ ' S. THE TOP LAYENOPUNWTAlaAORGANIC, �• I E]ImT NO VAIl�T N•7Tn10RiBd! {�js I TOPSOIL WITERUL WITIIN THE GRADING 11.REMOVE—DEVNISANDIRIPOSEAT AN A• .d17 r ExM1018IDN'•`((( qY LAM SHALL BE STRIPPED TO A MINIMUM APPROUMOFTSIM—ATKIN. J CLELxe10.00 / i �ry -> CE01110FC NCNEE ANOO'AAanmoA ',IBrL I vRon)eto Town HGMee ■ OFr BRE u,FOR OEEIEO CHTIIALRE-JUI,REPEn M.71TxEA.1E0Y �+ 1 TOTNEG .UST RUCEPEFOm rTO fE:244MIOM�" YtOI I �.�� � I �• �- R�:7'nA0' E. APTR(GATIB&UP RAD SIN ALL PLACING ANDFPONALEU M710 TREPMATKNi G ,� ACGRUUATE EUDADEDEMALLDE DROOP AMDnEmMMENOAT N]HB ROLlETliMARLOADEDREA[ 1U0K rTr0 W AO EL.nno,10 ■ 1NSPECTFq ANYSOFF MEA6 ENALL BE 1),gEERMDANY BNEEISCS DCiA NR (]Yg /.E•:�-'�I L1,... F, �N;1/7xOT78'xA ER CAVATEOANDMUZDIMTHOOMPACIFD AUONMENT AND FIWIL GRADE FOR ALL �a•�]� ENGINEERED FILL. PROPOBEO PUKE AND PRNAIE ROADS. 2 '� ```__ 1\ I M1• 1. 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I ��: Al7R'hhPPIX..f f lop PROPOSEDT RMLEDCURBMOOIRTER PER OETA1L2,BHEETOO'14, I Gil`I IGi) r C,T,)'I R \ , I \\\\ \ © PROPOSED TREVERBE PAN g011E0 WRa PEROETAILJ.SHEET CPI.O. i(��'1r�..�'v'IS!•� ..r' •i P \ PROPOSED NMO DRAIN irlrl'P'T I s F .FR£SEF APPROVEDNMID I Q PROPOSED SIDEWuk WITH S'ROLIEDCURB PER ACND BDRDB,OETAIIA 1 I I.: ^ ' ENEETC6I,D10 . JPGSEO TRAR SURPA4� \ ` PIAN980R EXACTV H• _v I _ �CI. LOCATION ANO F,LEVATION T {I I-"ATE)QSTING GRADE(TYPJ \ PROPOSED VERTICAL CURETMNBGON PER CETAIL O.SHEET CPtaf+ �,1\\•\\ 1 fl PROPEDPEDEEIWIVI A PPEA DETAIL I.EN IO EETC07.O MH 'I \ T nvRUNCATED DOMES PER ACHDBd712. moo/ I, — \`,,••t \\ - ; Q E PROM SD DETACNEO CONCRETE B•.WAU[PER OETAILS.SNIET W d � ,,\ •. � I ON PROPOSED CONCRETE PAINwAYPER DETAIL A.SHEET ODOR. I a• •.�.\\.Ru�� w (D PROPOSEOVALLEYOUITERPER MTAO.x,SNEETCDBA, F I)_•�1.f - I }_ L) CONCRETE CURB CHANNEL PER DETAIL It SHEETCOA.O. 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