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HomeMy WebLinkAboutCC - Final Plat PLAT SHOWING ..................................................... BASIS OF BEARING GANDER CREEK NOR TII SUBDIVISION NO . 2 S89 22 01 E 2642.73 LOCATED IN THE NE 1/4 OF THE NE 1/4 29 1 1/4.............. OF SECTION 32, T.4N., RAW., BOISE MCMILLAN ROAD 29 28 _ _ _ _ _ _ _ _ _ s8g°22'o1"E^_ . _.. MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 32 1 S89'22'01"E 325.82' S89*2_Y0_ "E 224.83' 0 325.00 -- -- -- _- _-� Q L1 32 33 2021 N00'37'59"E 36.17'- 1 I 'I' BRASS CAP o NOTES: W1� b, o O I� �I I POINT OF i 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Gander Creek Homeowner's Association is LOC i 16 I BEGINNING 0 and a Permanent Public Utilities and Property Drainage Easement is hereby designated along all lot lines I ` 2 I O I w common to a Public Right-of-Way and along all rear lot lines. A five (5) foot wide Public Utilities and OX p N82 0419"W 112.00 L3 O • _ • I o Property Drainage Easement is hereby designated along each side of interior lot lines unless otherwise O9 10 12 O I � shown. 9 N07'55'41"E 110.00' 11 13 14 15 I 2. Portions of Lots 12, 16, and 27, Block 2 are servient to and contain the ACHD Storm Water Drainage 0o O O I System. These lots are encumbered by that certain Master Perpetual Storm Water Drainage Easement N82'04'19"W 12.97' 17 I recorded on May 8, 2009 as Instrument No. 109053259 and First Amended Master Perpetual Storm W Water Drainage d on Official N07'55'41"E 57.00' o o T F'- S DR. 18 j Records of Ado County,ntand c incorporated co po ated November n by, this015efe reference as f set, as Instrument ofo forth in full (hie "Master Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD N57'00'49"E 19.85' o I pursuant to Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of N07'55'41"E 36.84' the Storm Water Drainage System. 2 O 19 I GANDER CREEK NORTH C1 17 I 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved Subdivision I 3 Standards of the City of Meridian. SUBDIVISION NO. 3 BOOK PAGE I O O 20 I 16 I 3 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No "? I agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or Q 16 I public, b an changed conditions 1n or about the surrounding nonagricultural activities after it has been O to P Y Y 9 9 9 w w O 15 I w 21 I P in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at GANDER CREEK NORTH IOf w N the time it began or was constructed. The provisions of this section shall not apply when a nuisance SUBDIVISION NO. 1 � U U U 22 I results from the improper or negligent operation of an agricultural operation, agricultural facility or BOOK PAGE o O O5 � 5 0 14 Q O N i expansion thereof. o to O IU W Y Z 13 V I 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot z Y J 23 O owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been I O 6 O l m I I O m I provided by Settlers Irrigation District in compliance with Idaho Code Section 31-3805(1)(b). Lots within I 12 1 Z 24 I the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from C2 Settlers Irrigation District. � O O I 0 11 25 I 6. Direct lot access to W. McMillan Road is prohibited. N29'51'33"W 21.93' o " O8 I 7. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest N1317 47 E 57.00 8 I established normal Ground Water Elevation. �� S76'42'13"E 10.64' � I 0 8. Lots 7, 12, 16, 27, and 30, Block 2, Lots 1 and 8, Block 9 and Lots 1 and 9, Block 10 are common N13'17'47"E 110.00' A44A A� ` 27 • � lots arelots csubheclt be owned awblanketd public ut by the ilityeasement nder and irr igation eatio� easement, Association. All common A DR. O J P Y 9 / 38 37 \ 36 N88'58'55"W 39.27' 9. Idaho Power Easement - See Inst. No. 200301985 35 • B 34 33 28 S01'00'41"W 45.22' 10. ACHD Permanent Easement - See Inst. No. _________________ 2 32 N` 31 29 / �S29'02'59"W 96.89' 11. ACHD License Agreement - See Inst. No. __________________ 30 6.42�13"W 492.4 , • 12. City of Meridian Water & Sewer Easement - See Inst. No. ________________ 4 � �� FIVE APLE CREEK `'-• \,__S67'22'39"W 97.25' S01'00'41"W 7.42' Curve Table Curve Table LEGEND Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta --- --- SUBDIVISION BOUNDARY �1PL LAA/,oS SECTION LINE c�5 \GENSF G� C1 90.00' 10.86' 10.86' N04'28'11"E 6'55'00" C16 21.50' 28.21' 26.23' N44'28'59"W 75'10'41" - - - - - - - - O EASEMENT LINE (SEE NOTE 1) p� C2 110.00' 22.98' 22.94' N06'59'47"E 11*58'13" C17 21.50' 2.97' 2.96' NO2'56'28"W 7*54'19" Line Table Line Table EXISTING EASEMENT LINE (AS NOTED) 11779 >6 C3 71.50' 1 15.33' 15.30' N07'09'14"E 12'17'06" C18 21.50' 1 31.18' 28.52' 1 N40'31'49"W 83'05'00" Line # Direction Length Line # Direction Length - - STREET CENTERLINE j 0 C4 100.00' 21.44' 21.40' N07'09'14"E 12*17'06" C19 78.50' 2.35' 2.35' S01*52'11"W 1'43'00" L1 S01'00'41"W 25.00' L13 N60'51'20"W 4.83' LOT LINE COO 9TF OF \oho) EXISTING PARCEL LINE M McCPM C5 128.50' 27.55' 27.50' S07'09'14"W 12'17'06" C20 58.00' 48.62' 47.21' S08'23'03"E 48'02'03" L2 SOO'37'59"W 100.00' L14 S22'37'21"E 17.64' 100 0 50 100 200 C6 128.50' 15.51' 15.50' N04'28'11"E 6'55'00" C21 58.00' 33.41' 32.95' S32'08'14"W 33'00'33" L3 S89'22'01"E 150.00' L15 S14'50'12"E 4.83' O LOT NUMBER CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP C7 100.00' 12.07' 12.06' SO4'28'11"W 6'55'00" C22 58.00' 30.34' 30.00' S63'37'48"W 29'58'35" L4 NOO'37'59"E 100.00' L16 S21'59'34"W 5.73' ACHD STORM DRAIN EASEMENT SCALE IN FEET 9955 W. EMERALD STREET, C8 71.50' 8.63' 8.63' SO4'28'11"W 6'55'00" C23 58.00' 42.59' 41.64' N80'20'44"W 42'04'21" L5 N37'04'19"W 11.31' L17 N76'56'48"E 5.73' SEE NOTE 2 1"=100' BOISE, ID 83704 FOUND 1/2" IRON PIN, PLS 7729 C9 58.00' 20.57' 20.46' N66'07'33"E 20*19'15" C24 58.00' 16.22' 16.16' N51'18'00"W 16'01'06" L6 N07'55'41"E 36.87' L18 N89'22'01"W 60.15' UNLESS OTHERWISE NOTED SHEET 1 OF 4 C10 58.00' 43.93' 42.88' S82'01'05"E 43'23'30" C25 58.00' 171.19' 115.48' N52'09'14"E 169'06'38" L7 S52'55'41"W 11.31' L19 N07'55'41"E 95.06' • SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 C11 58.00' 31.07' 30.70' S44'58'30"E 30'41'40" C26 78.50' 2.35' 2.35' N77'33'43"W 1'43'00" L8 N07'55'41"E 36.87' L20 S82'04'19"E 59.67' FOUND BRASS CAP MONUMENT C12 58.00' 31.07' 30.70' S14*16'50"E 30'41'40" C27 50.00' 89.26' 77.87' N52'09'14"E 102*17'06" L9 N58'17'47"E 11.31' L21 S07'55'41"W 87.42' ■ 3" 0 FOUND 5/8" IRON PIN alley Engineering, Inc. C13 58.00' 42.42' 41.48' S22'01'1W 41'54'27" C28 21.50' 28.21' 26.23' N65'42'26"E 75'10'41" L10 N13'17'47"E 19.90' L22 S88'59'19"E 118.73' WITH PLASTIC CAP PLS 7729 C14 58.00' 169.06' 115.26' N40'31'49"W 167'00'31" C29 21.50' 10.17' 10.08' N14'33'53"E 27'06'25" L11 S31'42'1YE 11.31' L23 S05'31'20"W 75.91' UNLESS NOTED OTHERWISE SET 5/8" x 24" IRON PIN CIVIL ENGINEERING PLANNING CADD 0 C15 50.00 72.50 66.32 N40'31'49"W 83'05'00" C30 21.50' 38.38 33.48' N52'09'14"E 102'17'06' L12 N13'17'47"E 19.90 L24 N74'22'02"W 105.42' WITH PLASTIC CAP, PLS 7729 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com W. MCMILLAN ROAD - - - W. MCMILLAN ROAD GANDER CREEK N 0 R TII S89'22'01"E 325.82' S89'22'01"E 224.83' S01'00'41"W S UB B I VI S I 0 N NO . 2 N 00'37'59"E I -- -- -- I lip--- -- -- -- -- - • 25.00' 36.17' [SEE NOTE 9 I 0 3 W SEE NOTE O196 II POINT OF 18,581 sf I BEGINNING ro1 rn„ o) O i - - - - - - - - - - -- - N82_' ° - - - - - - " 0 o o oI - - - - - - -04'19W ; 6200' S82'o '- - - - - - - - - - - -I- - - - - - - - - - - O. O112.00, i 19"E16.48' 0 r__o.00' 5o��' IO ; '61 - f- N z 50,273 sf 12 1r 54.48_ S89'22'01"E to i i w l w I 1 ; 22.12' ' • 150.00' _ ;n O ® oo _o w i i 50.07' --- 37.42' • 5.06 73.56' s C) 0 9 � o - 1 L18 ------ -� r-' -----� r ---------- S3S , l i 6,820 sf ^ 0 10 in oo i S89'13'01 E 248.62' BLOCK Z o ;5,500 sf� O ,n 3 Z 0 75),500 sf N11 - L19 3 3 3 11.43' N82'04'19"W I -- I z i z 6,271 sf ;n oCO `t 0).10 ) 12.97' .03-J L i i I N co 12 d ui 13 cq � 14 ^ u) 0 62, O p 49.03' __J I L21 voi °' o ;n o, 6,327 sf " b 50.00' L--___ J 4,532 sf o 6,100 sf - 6,443 sf I 0 °j o� 17 �> N07 55 41 E W so.00•- L--_ �20 `� i c9 ; `� ?�/`' O ' 57.00 57.29' i x , 6,808 sf • N82'04'191, 49.67' ---___ i L17 J " o - _ W 357.25' 62.00' -J L---- N57 00 49 E IN N82•o4'1s'w 3 OS, • 39.2s' ��\ ,''6o�y`i`� 10 Lq 19.85 p N82•o4'1s" - - '���' S N ,� W 96.55' W' N82•o4'1s"w _- ES DR. co A \'� 1s N 07 55 41 E 3.202 sf 12.61' S lo �� 17' !� 6,320 sf 1 3'41" 22.12' S88'59'19"E I c-i N82'04'19" o vi co 0 �` 8.00' W 198.67' C'\ L--S88'59'19"E--J r-------120.43------- _j ZI _ 117.86' N �S 1 C1 14.72' I r -N82'0419" O C', ----98.08'---- p 2 24.26 1 28.87' w� 521-1 109.59' C� ��� 1,n I O I v • ao I r N82'04'19" �6' c'i 10 1 7,416 sf l o pot 22.44' 24.49' 6,577 sf i� cOi C17 L16 6,650 sf I L----S88'59'19"E----J O 1`� �I 17 o I 17 93' _ ------121.00'------J cDl I L-- S88'59'19"E----J -C-----119.00'------� 1 co U r----N88'59'19"W--- 1 6,273 sf i r-----115.00'-----� 10iO i0 I i V i L---S88'59'19"E---� 1 l o oI O I- --109.00----- , 01 �- I 60 0 30 60 120 m O3 1 N 28.50' 28.50' o O J I o 01 1 0l 1 0 3 7,378 sf 1 co 1 �i m l O 0 N 1 20 i : 1 co I 7,502 sf 1(o 01 1 o co I I( co -- 1 1 ul 16 l0 I 7,130 sf ' `° SCALE IN FEET --S88'59'19"E----- L_ i 1 1 L �J 1 C41 1 0 W -----121.00'------J 5,450 sf 1 1> '-----S88'59'19"E----J 1 N „_ , r------119.00'-------I > ---S88.59'19"E---J 1 I M I Q r----N88'59'19"W----- Q r----- 0 I� 1 60 I0i i_ Y i -----109.00'----- 0 Y 115.00'-----� I O Ulo N LLJ W IN1 ® 1N MIW 01 l0 01 10 W of 21 Olo a lcoi 7,378 sf I0 �I ® I�i 01 15 10 �r '� 01 5,750 sf Ji0 1 w 1 U 7,502 sf I co Lo 1 I Lo U i ml F I ;) = 1 I 1 5,450 sf I J----S88'59'19"E----J I LEGEND. O M L----S88'S9'19"E----J r- �l 1 ---S88'59'19"E---J -'`' Q O o L------121.00'------J -- o r------115.00'----� r------119.00'------� N o ----109.00'---- I W 1 M I 1 I 04 p Q ------N88'59'19"W--_-� I 0 2 01 OzlV 04 N I 01 l0 Q OI 22 N 10 __- 1 o SUBDIVISION BOUNDARY z of l0 w 1 �� 1 01 14 10 z J o1 c0 10 c i O5 I o ' Z w 01 O i0 C5I O 10 Q Ln1 5,750 sf Ito I - - - SECTION LINE 1(0�N i N � N 1 l 0 1 5,450 sf cn L_i0 7,378 sf i CO 0 col 7,502 sf w J---S88'S9'19"E-- I z r----S88'59'19"E--- J 1 - - - - - - - - EASEMENT LINE (SEE NOTE 1) '-----S88'59'19"E----J z I o 1 = I '------109.00----- I --115.00'----0� I --------------- EXISTING EASEMENT LINE (AS NOTED) L------_121.00'--__ �_J 1 1 1 0 Y-----119.00-------- z o I 10 01 i0 - - STREET CENTERLINE FlU i----N88'59'19"W--P-7 of 13 1 o 28.50' 1 28.50' of 23 t o 1 1_ o o c�i1 LOT LINE 1010 i o 1 0 i z 10 �i 5,450 sf Ln col 7,130 sf I 104 © 1N of © 1 ----S88'59'19"E---J 1 EXISTING PARCEL LINE col 7,378 sf 10 I N1 1 ---- 0 L----S88'59'19"E----J 7,502 sf _ i- 109.00'-----i Lo 1 I O LOT NUMBER o - r------115.00------- ----S88'S9'19"E----J I ------ of 10 I 1 121.00-------J 0 12 10 01 I- 10U------119.00-------- ___ I l0 0 O1 24 10 I ACHD STORM DRAIN EASEMENT �I 1 - N88'59'19"W----� 10 5,450 sf I cn w 01 10 SEE NOTE 2 NI 1'0) 01 i0 ---S88'S9'19"E---J 1 `ni 5,750 sf inn '`�I iN i of ^ o � -----S88'59'19"E--- • SET 1/2" x 24" IRON PIN C2- I ul 0i 2 24, `V 1 _ Y i o I WITH PLASTIC CAP, PLS 7729 C3 1 6,050 sf I of -`� ------115.00'-----� 8,196 sf 1 o V 10 z o 1 L 11.90' 121.00-------J of O 11 I o 0 01 10 FOUND BRASS OR ALUMINUM O -_S�6• I • I J 450 sf l 0 1 01 25 i 0 I CAP MONUMENT AS NOTED 42'13�E �� ----N88'59'19"W--- Q� 5� 1 I 0 N29'51'33"W 11s.s�. i / �I -- ' �I 5,75o sf �, S88'59'19'E---J 1 O p g � UI 1 I I FOUND 5/8" IRON PIN 21.93' 6.97' o •/ i r -----109.00'---- S88'59'19"E--- I WITH PLASTIC CAP PLS 7729 S�6• 8 8.00 ;, / :W 11.90' ® 1 • , » 42'13» ^ l N L . 1 I r------ N1317 47 E N El,7B7 s 0 / d o 6,803 sf I� c01 I I I I 115.00'---- UNLESS NOTED OTHERWISE 57.00 �. , 6' 2.1 8 00' 6 4 3» of O 1 I oI 0 Q SET 5/8" x 24" IRON PIN 4 ,/ 2'1 1 1 o I 0 \3\E 129 E- 1 ri 01 _70' 5,750 sf 0 I WITH PLASTIC CAP, PLS 7729 44' -� 1 6,753 sf 1 co I tF'7 L22 1 S76'42'13"E p N - , �47' 2 / ' 10.64, O \ ` • Lo S76 42'13.. -S7642' C29 / I S88'59'19"E __39._36' - , S \ `w E 209.79, 9 10 13'E- l •I C19 115.00' 50.00. S76 42,13, EE NOTE 12 A 1?g wq �,CZ99 ` 14 C28 / L15 o L23 N .00' E 3�g76� � � � \ D\ ` � � G�Gi � � 0 27 00 �s N Obi 38 0 3 it ;I i ir_5o.00' ` ` `S,642�13�E g \ _ v 8,218 sf • gG' ��GENSFO T O i O o I i ��- 7 �_5p 0 29 / o i 5,500 sf o i� o i� i i �'� ` ` ` - �-- SEE NOTE 12 424 11779 � 37 0 .� i 7 SO 0 o ^ 3 ; , r'� _o' - , 106 1.5 N88'58'55"W o i 5,500 sf„ 36 00 i r_S0 00. i �l' , i tip M O _ Vtii _N74 22. 5.86' 39.27 -1 T 6,820 sfCD N 35 0 'd^ 3 %� % 28 4p� G2� c i 02„w \\, • , " 0p TF OF \QP p� d S01 00 41 W yM M c C PM 5,500 sf 34 0 ,� i 3 i CL13 G`LZ'�� \`S 28 i�/ 45.22' 5,500 sf 33 io ; 3 C24 i C23 r/ \� RR� 6,418 sf �� � CODY M. McCAMMON, PLS 11779 Sp g2 -__�� B�OC!( � i 5,500 s�o ^ 32 00 k 9, O o� �43 ' _ 6'•. , � 5p-__�� i2 i i^ M5,500 sf 31 q� to �`�'� F.6.97' iq/spry �� IDAHO SURVEY GROUP p0. i v� o � �• 9955 W. EMERALD STREET, i ')5,422 sf,; 29 i o� 50. \ _J L cis o ^ 0 ` 'rev C6 BOISE, ID 83704 _O0' _ ? n? 6,364 sf ` C7 N� so: -� , ^� 30 0 N SHEET 2 OF 4 42'13„w SO O ,\ 6,265 sf c° m L14 • 92.44� �o - S�0p,,J i1 90 28 97252'39"W alley Engineering, Inc. S01.00'41"W NOTE: CIVIL ENGINEERING I PLANNING I CADD 7.42' SEE SHEET 1 OF 4 FOR NOTES, LINE & CURVE TABLES 111 LE,SD TE STREET, SUITE 210 www ba TELile 08-938o-0 13 GANDER CREEK NORTH SUBDIVISION NO . 2 CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents: That Biltmore Company, LLC an Idaho Limited Liability Company, is the owner of the I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, property described as follows: and that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State A portion of the Northeast 1/4 of the Northeast 1/4 of Section 32, Township 4 North, Range 1 West, B.M., Ada County, Idaho, of Idaho Code relating to plats and surveys. more particularly described as follows: Commencing at a brass cap monument marking the Section corner common to Sections 28, 29, 32 and Section 33, GENS�c0 Township 4 North, Range 1 West, B.M., from which an aluminum cap marking the 1/4 corner common to Sections 29 and 32, o� Township 4 North, Range 1 West, B.M., bears North 89°22'01" West, 2,642.73 feet; thence on the north boundary line of said 11779 Section 32, North 89°22'01" West, y right-of-way Highway y Cody M. McCammon �, T P� P.L.S. No. 11779 325.00 feet to the westerly ri ht-of-wa line of State Hi hwa 16� thence on said westerly � right-of-way line, South 01 00 41 West, 25.00 feet to the REAL POINT OF BEGINNING; ��p� F of y�? M cC PM� thence continuing on said westerly right-of-way line the following six (6) courses and distances: South 01°00'41" West, 727.66 feet; North 88058'55" West, 39.27 feet; ACKNOWLEDGMENT South 01°00'41" West, 45.22 feet; State of Idaho ) South 29002'59" West, 96.89 feet; ) s.s. South 67°22'39" West, 97.25 feet; County of Ada ) South 01°00'41" West, 7.42 feet to the north right-of-way line of Five Mile Creek as described in a Deed recorded May 18th, On this day of , 20 , before me, the undersigned, a Notary Public in and for said State, 1917 as Instrument No. 69135, records of Ada County, Idaho; thence on said north right-of-way line, North 76°42'13" West, 492.44 feet; personally appeared Kevin F. Amar, known or identified to me to be the manager of Biltmore Company, LLC., the corporation which executed the within instrument and acknowledged to me that he executed the same of behalf of said thence leaving said north right-of-way line, North 13'17'47" East, 110.00 feet; corporation. thence South 76042'13" East, 10.64 feet; thence North 13°17'47" East, 57.00 feet; In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above thence North 29051'33" West, 21 .93 feet; written. thence 22.98 feet along the arc of a curve to the left having a radius of 110.00 feet, a central angle of 11'58'13" and a long chord which bears North 06059'47" East, 22.94 feet; thence North 01°00'41" East, 317.34 feet; My commission expires Notary Public for Idaho thence 10.86 feet along the arc of curve to the right having a radius of 90.00 feet, a central angle of 06°55'00" and a long Residing in , Idaho chord which bears North 04028'11" East, 10.86 feet; thence North 07°55'41" East, 36.84 feet; thence North 57000'49" East, 19.85 feet; thence North 07°55'41" East, 57.00 feet; thence North 82004'19" West, 12.97 feet; thence North 07°55'41" East, 110.00 feet; thence North 82004'19" West, 112.00 feet; thence North 00°37'59" East, 36.17 feet to the south right-of-way line W. McMillan Road; thence on said south right-of-way line, South 89022'01" East, 325.82 feet; thence leaving said south right-of-way line, South 00°37'59" West, 100.00 feet; thence South 89022'01" East, 150.00 feet; thence North 00°37'59" East, 100.00 feet to the south right-of-way line of W. McMillan Raod; thence on said south right-of-way line, South 89022'01" East, 224.84 feet to the REAL POINT OF BEGINNING. Containing 11 .71 acres, more or less. It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in this subdivision. Biltmore Company, LLC SHEET 3 OF 4 Kevin F. Amar, Manager alley Engineering, Inc. CIVIL ENGINEERING I PLANNING 1 CADD 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com GANDER CREEK NORTH SUBDIVISION NO . 2 HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor for Ada County Idaho, hereby certify that I have checked this plat and that it a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE complies with the State of Idaho Code relating to plats and surveys. approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Department Date CERTIFICATE OF COUNTY TREASURER APPROVAL OF ADA COUNTY HIGHWAY DISTRICT I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on been paid in full. This certification is valid for the next thirty (30) days only. the day of , 20 Date County Treasurer ACHD President APPROVAL OF CITY ENGINEER I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. City Engineer Date COUNTY RECORDER'S CERTIFICATE State of Idaho ) APPROVAL OF CITY COUNCIL ) s.s. County of Ada ) I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular I hereby certify that this instrument was filed for record at the request of at Minutes meeting of the City Council held on the day of , 20 , this plat was duly accepted and past O'clock M. on this day of , 20 , in Book of plats at approved. Pages Instrument No. IV Deputy Ex-Officio Recorder c�S��N GENSO`Slid City Clerk, Meridian, Idaho o < 11779 N� � cc)�O9�F O F SHEET 4 OF 4 YM McCPM� 6ailey Engineering, Inc. CIVIL ENGINEERING I PLANNING 1 CADD 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com