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HomeMy WebLinkAboutFinal Plat LEGEND FINAL PLAT OF SUBDIVISION BOUNDARY LINE SECTION LINE ROW/LOT LINE CENTERLINE SPRINGDAY SUBDIVISION NO ,, ADJOINING PROPERTY LINE — — — — — — — — — PUBLIC UTILITY AND IRRIGATION EASEMENT A PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN SEWER EASEMENT INSTRUMENT NO. WATER CITY OF MERIDIAN, ADA COUNTY, IDAHO ACHD PERMANENT EASEMENT 2026 INSTRUMENT NO. CENTER 114 CORNER SECTION MONUMENT 114 CORNER (FOUND) SEC 33, T4N, R1W, B.M. SEC 33, T4N, R1W, B.M. 2"ALUMINUM CAP "PLS 5461-11334" SECTION MONUMENT(NOT FOUND) CP&F 2023-022418 3.25"ALUMINUM CAP "PLS 8077" CP&F 2024-000812 Qo SET 5/8"REBAR AND CAP PLS 3271644 — — — — — — — — S8901821"E 2636.87' _ 33 O SET 1/2"REBAR AND CAP PLS 3271644 (RI:S89°18'29"E 2636.89) 34 FOUND 5/8 REBAR AND CAP PLS 4431 \ S00027'06"W 1315.95' ° SOUTHEAST 16TH (R3:soo°17'12"E 1316.04') CENTER SOUTH 16TH I N00041'15"E SEC 33, T4N, R1W, B.M. SEC 33, T4N, R1W, B.M. M 3.00' 2"ALUMINUM CAP "PLS 5461" TO BE SET BY FOCUS CONSULTING CITY of MERIDIAN ROS INST. NO. 6800 CP&F SEWER AND / ° CITY OF MERIDIAN WATER EASEMENT SEWER AND Q INSTRUMENT NO. / / WATER EASEMENT N89018'14"E 1318.91' BoundaryLine Table I 295.61 (TIE) i INSTRUMENT NO./ (R3:N89°5T08"E 1318.77)' 1 L1 / SOUTH 16TH ON EAST LINE LINE DIRECTION LENGTH 1 � UNPLATTED S89°1845"E 242.22' 11-/ S89°1845"E 664.55' L2 SEC 33, T4N, R1W, B.M. 0 2"ALUMINUM CAP ILLEGIBLE L1 N00°41'15"E 3.00' I W o L3 L2 S00°41'15"W 16.00' I— — o 0 W L3 S89°18'45"E 115.03' BLOCK 4 Z Gr 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 7 L4 N89°18'45"W 115.03' I 1 2 PIQ BLOCKS 1 6 L5 S00°41'15"W 7.00' z L6 N89°18'45"W 37.00' I — — W BERGAMO ST. — — — 5 L7 N44°18'45"W 35.36' 1 9 W L8 S45°41'15"W 35.36' I > Ls N89°18'45"w 37.00' 19 18 17 16 15 14 13 12 11 I 8 10 z BLOCK 7 N L10 N44°18'45"W 35.36' Ci U 10 � 7 L11 N89°18'45"W 52.3F � 11 L12 N89°18'45"W 99.00, N N Q U 2 W w 9 Z 6 BLOCK 6 12 z ~ 0 b C W N 1 BLOCK 3 5 N N Z O W ASPE_NSTONE y o Z N 8 J==4 13 ST.CA b CITY OF MERIDIAN z Z 7 3 14 1 SEWER AND WATER EASEMENT cG m 3 4 5 6 1 2 15 2 INSTRUMENT NO. OBLOCK 8 3 SURVEYOR'S NARRATIVE Q \ W PINESTONE T. — m THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE THE PROPERTY SHOWN HEREON.THE BASIS OF ° C1 0 L 11_ o o ° 4 BEARING IS N00°29'02"E 2632.30'FROM THE SOUTH QUARTER CORNER TO THE CENTER QUARTER I Q `�O o o �.� N89018 45"W-390.15' i p CORNER OF SECTION 33,TOWNSHIP 4 NORTH,RANGE 1 WEST,BOISE MERIDIAN. I L9 ° L �L4 THE FOLLOWING DOCUMENTS WERE REVIEWED AND/OR UTILIZED IN THE PREPARATION OF r L5�_ THIS SURVEY,ALL LOCATED WITHIN ADA COUNTY: `C CITY OF MERIDIAN BLOCK 2 SEWER AND \ 1. RECORD OF SURVEY NO.6800,RECORDED FEB.16,2005. I 1 WATER EASEMENT CITY OF MERIDIAN / A 2. RECORD OF SURVEY NO. 1253,RECORDED MAY 23,1988. 1 1 INSTRUMENT NO. SEWER AND A / 4 \ 3. PLAT FOR BIRCHSTONE CREEK SUBDIVSION.BK 90,PAGES 10459-10462. BLOCK 1 WATER EASEMENT L INSTRUMENT NO. I \ I I S00041'15"W N89018'45"W 175.00' UNPLATTED I — ) 0 a SEE SHEET 4 FOR NOTES Q `o Boundary Curve Table co W UNPLATTED 0 `0 CCURVE RADIUS DELTA LENGTH CHORD DIRECTION CHORD LENGTH N F" I N C1 131.50' 16°39'16" 38.22' S82°21'36"W 38.09' Cn W enW U r iv 3 O co N Q r o 10 SOUTHWEST CORNER Z �4 I �� J* SEC 33, T4N, R1W, B.M. Z 3.5"ALUMINUM CAP "PLS 11334" T4N, R1W CP&F 2022-013694 25'PRESCRIPTIVE RIGHT-OF-WAY .o 32 33 N89°18'57"W 2638.30' �\ 33 \ — — o o W USTICK RD. 5 4 (R2:N89049'47"W 2638.181) 4 L12 a T3N R1W SOUTH 114 CORNER U s SEC 33, T4N, R1W, B.M. GRAPHIC SCALE Scale: 1"=100' Drawn: CCF Q © TO BE SET BY FOCUS CONSULTING 00 o so 00 zoo aoo Date: Job#: M CP&F 05/28/2026 26-5033 0 ENGINEERING AND SURVEYING, LLC Sheet: 10 1001 NORTH ROSARIO STREET,SUITE 100 i MERIDIAN,IDAHO 83642 PH:(208)974-0075 (IN FEET) �� o www.focus-es.com ��6---/// cN 1 inch= 100ft. J LEGEND FINAL PLAT OF N SUBDIVISION BOUNDARY LINE SECTION LINE ROW/LOT LINE CENTERLINE SPRINGDAY SUBDIVISION NO ,, ADJOINING PROPERTY LINE - - - - - - - - - - - - - - PUBLIC UTILITY AND IRRIGATION EASEMENT GRAPHIC SCALE CITY OF MERIDIAN SEWER AND WATER EASEMENT INSTRUMENT NO. 40 0 20 40 80 160 ACHD PERMANENT EASEMENT L 1 INSTRUMENT NO. 20'CITY OF MERIDIAN SEWER AND 30'CITY OF MERIDIAN -I rSECTION MONUMENT(FOUND) WATER EASEMENT WATER EASEMENT SEWER AND IN FEET INST.NO. INST.NO. 1 inch= 40 $, s S89°18'45"E 242.22' ° S89°18'45"E 664.55' SECTION MONUMENT(NOT FOUND) ° 33.00' ° 26.00' 31.22' 1 15.00'- - - 18.50' ° 18.50' 25.00 45.00' 12' 45.00' 45.00' 45.00' 41.55' 45.00' 45.00' 45.00' 12 45.00' Qo SET 5/8"REBAR AND CAP PLS 3271644 18' � � -I 13' I r � � _ _ � r _ _ _ � r _ _ _ � r _ _ _ � r � r - - - - - O SET 1/2"REBAR AND CAP PLS 3271644 0 1 3 1 II I` I II I II I II I II I II C` FOUND 5/8 REBAR AND CAP PLS 4431 33' I 5175 sgft I o 5' 5' 26 o � I � rno 8 I I I I I I I I I I I I I I I I I I I_ - - - - o - - - - J 00 2562sgft o N89 18 45"W Q' cn N 1 w _ _ _ _ lis.00'_ Q I 1 2 1W 1 3 I I 4 I I 5 I I 6 Iw 7 w l g 1W 9 w 10 E4 W W W I I I I I I 5307 s ft�n - Q _ o o o n" v�- W Curve Table q s' of 5175 sgft I� oI 5175 S ft I�of I of I of I_ of o l o o I BLOCK 4 2 I c -) o;I to 'I g to 'I 5175 sgft to �I 5175 sgft to �I 4778 sgft to�I 5175 sqft F �i 5175 sgft to ql 5175 sgft i �i 5175 sgft I° of CURVE RADIUS DELTA LENGTH CHORD DIRECTION CHORD LENGTH c \ z I 5171 sqft I v Z ��z z I Iz I Iz I Iz I Iz I Iz I Iz I Iz'"I Iz I z C1 131.50' 16039'16" 38.22' S82021'36"W 38.09' 12, 1 I Z a" 13' 1 I I I I I I I I I I BLOCK S I I I I C_ J 4.24' C2 200.00' 31°41'18" 110.61' S15°21'37"E 109.21' N89°18'45"W I '31" 83.4 ' N5° 5'3 "W 82.42' 112.00' I I I -1 L I I I I - - - JII LI - - - - J L - - - J L o _ _ - - � L JL - J L C3 150.00' 31053 i + 81 C4 150.00' 31053'31" 83.49' S74°44'29"W 82.42' 13' 0' ' 13S44°24'52"E N45°41'15"E S44°18'44"E 45.00 45.00' 45.00' 455' S89°18'45"E92.92' 336 45.00 45.00' 45.00 45.00' C5 131.50' 31°53'31" 73.20' N74°44'29"E 72.25' 39.53' 5. ' 35.36' N89°18'45"w 577.55' C6 131.50' 15014'15" 34.97' S66024'51"W 34.87' N89°18'45"W 1s.s W BERGAMO ST. _ 190.26' - o - - _ _ N89°18'45"W _ C7 176.00, 10°06'18" 31.04' N26°09'07"W 31.00' 18.5' PUBLIC - 3T ROW 397.55' -37' - C8 99.00' 21047'12" 37.64' N10012'22"W 37.42' ben QQ ° 49 �0I.14' 04 N453508E '24.14 45.00' 43.36' II I I C9 16.00' 7°52'18" 2.20' S03°14'55"E 2.20' 39.6T . . 5.00 45.00 45.0013' . I I 6.00 1 �� S44°18'45"E IN45041'15"E C10 24.00' 7052'18" 3.30' N03014'55"W 3.29' 81 0 35.36' 35.36' r 8' N89°18'45"W C11 117.00' 8059'29" 18.36' S26°42'32"E 18.34' -1 Ir} - -1 11050' o C12 233.00' 31°41'18" 128.86' S15°21'37"E 127.23' Q - _ 76.3 6�.436q q'F I - _ z C13 181.00' 33050'35" 106.91' S14016'59"E 105.36' Qw 1 o, 19 o0 180o 17p -o 16 15 14 13 12C14 168.50' 8°15'41" 24.30' S62°55'34"W 24.27' IW- I 11 0 0 5175 sgft I v;l 4986 sgft h ,I 5364 sqft h ql 5175 sgft h owl 5175 sgft I- of h of h �I h o C15 168.50' 19°21'44" 56.94' S76°44'17"W 56.6T Z o �I to=1 to :I Io~�_ o 5175 sgft � 5175 sgft � 5175 sgft 0 5165 sgft 8 L - - - - - - - - - J I- _ z z z z I Iz -.I Iz-I Iz -I Iz -.I Iz o N89°18'45"w I I I I I I I I I I I I I I I I I _C16 168.50' 4°16'06" 12.55' S88°33'11"W 12.55' N� o o _ _ _ _ 115.00'_ N I I I I I I I I I I I I I I I I 37' s' C17 168.50' 31°53'31" 93.79' S74044'29"W 92.58' o� rn 15' I I I I I I I 15' I I I o I I b I I I 5110ft 1 kn kn I 33' I 26' L - - - 1J � - - - -J L - - - -� L - - - -J L - - - J L - - - -J L - - - � L - - - -J _ _ _ q I w l I 45.00, 12 43.36' 46.64' 45.00' 45.00' 45.00' 45.00' 12 45.00' z N89°18'45"W Boundary Line Table 18 ° ' F - _ _ - 1115.00'_5, O U 13' F N89 18 45'W 360.00 , LINE DIRECTION LENGTHkfj o I 9 I o o M L1 N0o°41'15"E 3.00' I 12 r1� 5175 sqft I `r Z I p`�D L2 S00°41'15"W 16.00' w I- - - - _ _ °O N89°18'45"W J N N N L3 S89°18'45"E 115.03' o BLOCK 3 115.00' M � � _ N p M D L4 N890 18'45"W 115.03' N z N89°18'45"W ry N �^ N "' y N h -. rr W L5 S00°41'15"W 7.00' ° _ _ - - 115- - � W W - - � F y o I IL6 N89°18'45"W 37.00' N o z z N O oz L7 N44018'45"W 35.36' 5175 sgft oo I L8 S45°41'15"W 35.36' Z I- S89°18'45"E 220.00' L - - 13' 55.00' S5.00' S5.00' 12, 55.00' N89°18'45"W � L9 N89018'45"W 37.00' _ _ _ _ _ _ _ 0 115.00'- In L10 N44°18'45"W 35.36' I I rn o L11 N89018'45"W 52.31' U U I 15 1 I I I I 7 q I I I I I I 5175 sgft I I L12 N89°18'45"W 99.00, \ I I o � 1w I c Iw z - - N899°18'45"W J L - 81942 sgft n MI 6636 sgft I I 632�sgft I �I 6325 sgft I��of 6325 sgft I - - 115- - _ _ _ o ~I ° �I I° �I I� I° 5� 8' �N Iz Z C> o - 5' N z-I I I I I Iz I 1z I 6 I 11 � I I }I I I I I I 4 I I I I I 1 5165 sgft 18' - - - - - - - - - -J6.36' 6.36L- 15' I __ _ J I - - 1 -1 L - - - - - J L - - - - - J N89°18'45"W 3 33' IleL 8' 110.50 � ��00 29°0. cY) \ o �rO ' � ram, C16 42.46' S5.00' 13 55.00' C15 0'I10.00, S45°41'15"W I N44°18'45"W r6; l� 18' / Cll N89°18'45"W 262.46' 35.36' 35.36' D -1 ° W PINESTONE ST. 0 9 G N89 . 4' r° � 0 3T- - - o _ _ N89°18'45"W �i 9s.81 PUBLIC - 3T ROW 210.15'CA - D err 61) CO o -Q o D C5 N89 18 45"W 390.15' T w o C1 L11 m iv 39.60 0�1� 0 CO N76 voi°IZ�16"I� SS$ / D� �O �C i z \ °A���p ° ° 30'CITY OF MERIDIAN SEWER AND WATER EASEMENT Scale:o 1"=40' Drawn: CCF a US@ $5 �1 13' L9 INST.NO. Date: Job#: ENGINEERING AND SURVEYING, LLC g5�°�� OS/28/2026 26-5033 0 Sheet: 'O 1001 NORTH ROSARIO STREET,SUITE 100 i MERIDIAN,IDAHO 83642 PH:(208)974-0075 cw www.focus-es.com 0l SEE SHEET 4 2 OF 6 LEGEND FINAL PLAT OF SUBDIVISION BOUNDARY LINE SECTION LINE ROW/LOT LINE CENTERLINE SPRINGDAY SUBDIVISION NO ,, ADJOINING PROPERTY LINE N - - - - - - - - - - - - - - PUBLIC UTILITY AND IRRIGATION EASEMENT CITY OF MERIDIAN SEWER AND WATER I EASEMENT INSTRUMENT NO. 30'CITY OF MERIDIAN _ ACHD PERMANENT EASEMENT SEWER AND F -1 L2 WATER EASEMENT ` INSTRUMENT NO. S89018 45"E 664.55'1 INST.NO. SECTION MONUMENT(FOUND) 45.00' 45.00' 12' 45.00' 45.00' 45.00' 45.00' 45.00' 21.00' 18.50' 0 18.50' r o 1 1 F SECTION MONUMENT(NOT FOUND) p L3 � I C~ I I I I I I I I I I o SET 5/8"REBAR AND CAP PLS 3271644 I I I I I I I I I I I I I I 1 i 7 0 � O SET 1/2"REBAR AND CAP PLS 3271644 I I I I I I I I I I I I I I I 15 `' 3106 sqft o S O FOUND 5/8 REBAR AND CAP PLS 4431 W I 1 S89°18'45"EI� IW 2111 sqft 115.03'8 9 10 12 3 14 W)0 I "o - - - - �" o oI5175 sqft 5175sgft 5175 sqft 5175 sqft 5175 sqft 5175 sqft 5167sgft 8' o F -I F�I I� I 1 oo o o Iz I Iz I Iz I Iz I Iz I Iz I Iz I Iz o M o BLOCK s l I I I I I I I I I I I I 13' z I 6 1 I I I I I I I I I I I I 6327 sqft L _ _�_ J L - - - -� �- - - - J L - - - -� L1 _ _ J - - - J L - - - J 1 I - - 12' g ^� - - S89°5.03' E - - } 115.03' 5.66' 45.00' 45.00' 45.00' 45.00' 45.00' 13 45.00' 41.00' N45°41'15"E 1 5 1 N89°18'45"W 577.55' 35.36' I I Curve Table W BERGAMO ST. 18 5 I - p _ - N89°18'45"W _ + �n J I CURVE RADIUS DELTA LENGTH CHORD DIRECTION CHORD LENGTH �- - ° I 6327 sqft 1 18.5' o0 1 I C1 131.50' 16°39'16" 38.22' S82°21'36"W 38.09' 37' ROW 267.00' N89°18'45"W 180.00' N - - - - - - _ - - J C2 200.00' 31°41'18" 110.61' S15°21'37"E 109.21' S44°18'45"E IN45°41'15"E N44°18'45"W S8915.03'"E 2y 35.36' 35.36' q 35.36' r - - -115.03' - _ - - C3 150.00' 31°53'31" 83.49' N15°15'31"W 82.42' N89°18'45"W 1 N89°18'454�1710 s221.00' 2�99' I I I C4 150.00' 31°53'31" 83.49' S74°44'29"W 82.42' -110.50 _ - - _ _ - 110.50' o - - - - - - W 6.36' 6.36' -I - - - -110.50' - o I o C5 131.50' 31°53'31" 73.20' N74°44'29"E 72.25' 1 I - - 16.36' 1 4 BLOCK 7 I 1 I 6327 sqft I ^ C6 131.50' 1594'15" 34.97' S66°24'51"W 34.87' I 11 o c I O I 'zt I 10 1 I I C7 176.00' 10°06'18" 31.04' N26°09'07"W 31.00' 5165 sqft --1 8' I I 5165 sqft 1 Z I 5165 sqft I - _ J S8- _ - - _ - J L - _ _ - - - - - - J L - - - - - - - - 9°18'45"E - - - C8 99.00' 21°4T12" 37.64' N10°12'22"W 37.42' Boundary Line Table N89°18'45"W I 115. N89°18'45"W N89°18'45"W J I _ _ _115.03' _ _ _ _ - 115.00'_ _ - 115.00' _ - - - 12' C9 16.00' 7°52'18" 2.20' S03°14'55"E 2.20' LINE DIRECTION LENGTH 37' 8' - - - -I - - - - 00 - - W 1 W 5 c c I o C10 24.00' 7°52'18" 3.30' NO3°14'55"W 3.29' L1 N00°41'15"E 3.00' 1 I 7 I I 11 1 0 0 0 1 5176 sqft C11 117.00' 8°59'29" 18.36' S26°42'32"E 18.34' L2 S00°41'15"W 16.00' `t o 't 5175 sqft 1 W I 1 5175 sqft I z I 5175 sqft 1 z 13' - - - - - - - - J N C12 233.00' 31°41'18" 128.86' S15°21'37"E 127.23' L3 S89°18'45"E 115.03' N - - - - - - L _ - - - L - - - - - - - - 8, S89°18'45"E C13 181.00' 33°50'35" 106.91' S14°16'59"E 105.36' N89°18'4' M N89°18'45"W N89°18'45"W I _ _ _115.03' - _ - LO L4 N89°18'45"W 115.03' W - 115.00'- - , 13' _ 115.00' - - - - 7 W ° ° W r115.00 - - - 5 C14 168.50' 8 1541' 24.30' S62 55'34 W 24.27' J - - - W L5 S00°41'15"W 7.00' = 5' 1 O a 15' - - - - Q � o I 1 o c I z - I F- o f-- 2 0 C15 168.50' 19°21'44" 56.94' S76°44'17"W 56.67' I Z 8 I L6 N89°18'45"W 37.00' co 9 I v I L I o 12 I o Q M I 5172 sqft 1 C16 168.50' 4°16'06" 12.55' S88°33'11"W 12.55' L7 N44°18'45"W 35.36' W 5175 sqft 1 Z I a I 5175 sqft 1 z 1 5175 sqft 1 U 4.24' - - _ - - - - _ - J o ° ° L8 S45°41'15"W 35.36' y N899°18'45"W N N N - - - - J L - - - - 115.00' -J N ~ "� S89°18'45"E CO) C17 168.50' 31 53'31' 93.79' S74 44'29'W 92.58 115.00' "' �+ 1 112.03' p M O L9 N89°18'45"W 37.00' 115.00' N N M N N N89°18'45"W 230.00' U r jJ 1 s�u4 sqft BLOCK 6 2223 sqft 13'IT N89°18'45"W N89°18'45"W 230.00' 'n Z °L10 N44°18'45"W 35.36' 115.00' w w w W S44 1845E qto �n 115.00' 115.00' � 35.36' S89°18'45"E 90.03'L11 N89°18'45"W 52.31' W ASPENSTONE ST.v v L12 N89°18'45"W 99.00' 8 1 o z I z z o I 4 I �oI I o z ° _ S89313835"E5175 sgft I s17s s ft o 13 PUBLIC - 37' ROW 13' I q I z 1 5175 sqft I13' S89°18'45"E 90.03' J N89°18'45"W J L - - N8 a'W L - - - - - - - - J N45°41'15"E 30'CITY OF MERIDIAN N89 18 45'W N89°18'45"W - 115.00'_ - - � 35.36' 13' 3 - - _115.00' - - _ - � 115.00' SEWER SEWER AND �3 1 r WATER EASEMENT 1 1 o I I o I 5 1 I 4431 sqft INST.NO. 7 I I 3 I � I 14 I 5175 sqft 1 1 5175 sqft I Z I 5175 sqft 1 S89°18'45"E 37' 115.03' - - - N899°18'45"W- - J L - - a „- - - - J L - - - - - - - - J w - - - � � 8 N89 1845 W - N89°18'45"W- - 0 5 I - 115.00'- - - 115.00 - - - - 115.00' � � - - � - -I 1 2 I o o W co 6 I I 2 I I 15 1 o z 8- 3 5176 sqft co O LO 5165 sqft I 8' 5165 sqft I C> 1 5165 sqft g L S89°18'45"E J -,6 - - - - - - J6.36' 6.36L - - - - - - - - - -J L - - - - - - - N N89 1 0� W 110.50 110.50' - - 6.36 I w - - -115.03 � BLOCK 8 N89°18'45"W 221.00' o o I �4110 sqft 13 �a�� z I 3 I 3 S45041'15"W N44°18'45"W 1 5176 sqft ° S45041'15"W 13' f c') 35.36 35.36 N89 18 45"W 180.00 35.36' L - - - - _ - - _ - 12' o S890 18'45"E W PINESTONE ST. _ 1v89018'45"W 115.03' - - - o PUBLIC - 37' ROW 267.00' - 37' - p F - - - - - - - - �-I 4 5' 1 W �c 1 1 5176 sqft 4 0 0 N89°18 45"W 390.15' � � I 1 � ."' 0' zL - - - - - - - - - J p o D p o L4 30'CITY OF MERIDIAN L6 SEWER AND y GRAPHIC SCALE FSheet: 0, Drag: ccF .Q i WATER EASEMENT US@ INST.NO. I I L5 0 20 ao ao w Job#: N ENGINEERING AND SURVEYING, LLC 026 26-5033 0 10 1001 NORTH ROSARIO STREET,SUITE 100 i MERIDIAN,IDAHO 83642 PH:(208)974-0075 IN FEET 10 www.focus-es.com OF 6 N 1 inch= 40 ft. i LEGEND FINAL PLAT OF SUBDIVISION BOUNDARY LINE SECTION LINE N ROW/LOT LINE CENTERLINE SPRINGDAY SUBDIVISION NO ,, ADJOINING PROPERTY LINE - - - - - - - - PUBLIC UTILITY AND IRRIGATION EASEMENT CITY OF MERIDIAN SEWER AND WATER SEE SHEET 2 EASEMENT INSTRUMENT NO. 1 ACHD PERMANENT EASEMENT INSTRUMENT NO. i SECTION MONUMENT(FOUND) 15' \ � _ J I _ _ 1 _J L - - - - _J L - - - 33' / SECTION MONUMENT(NOT FOUND) r° �- �� C16 42.46' 55.00' 13 55.00' QO SET 5/8"REBAR AND CAP PLS 3271644 r� C15 N89° O SET 1/2"REBAR AND CAP PLS 3271644 �G 18' BLOCK 3 C1� O FOUND 5/8 REBAR AND CAP PLS 4431 7,_ - N89°18'45"W 3 - ° 4 95.81 cl� J„r° a:��, / � O�V C 3 �o w r`'� ��,�1 sb$ ° ���s�� C5 o C 1 ° L 11 ° Curve Table N N N7 39.60, °N� 4 6 � N r'6 6 12'16„w S5� y��'A G `�O V� CURVE RADIUS DELTA LENGTH CHORD DIRECTION CHORD LENGTH O Z � \ °�� 0 ° C1 131.50' 16°39'16" 38.22' S82°21'36"W 38.09' W � $ �'�03� ^ L9 �Q°N� 13 30 CITY OF MERIDIAN NOTES S D SEWER AND WATER C2 200.00' 31041'18" 110.61' S15021'37"E 109.21' �d EASEMENT ~L -�� N INST.NO. 1. UNLESS OTHERWISE SHOWN AND DIMENSIONED, LOTS ARE HEREBY DESIGNATED AS C3 150.00' 31°53'31" 83.49' N15°15'31"W 82.42' Q Z 4_1 j ° HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, THE SPRINGDAY SUBDIVISION d / HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE TEN C4 150.00' 31053'31" 83.49' S74044'29"W 82.42' �� 1 (10) FEET FROM BACK OF SIDEWALK,THE FIVE(5)FEET ADJACENT TO INTERIOR LOT LINES, C5 131.50' 31°53'31" 73.20' N74°44'29"E 72.25' BUCK 1 �� 17077 sqft AND THE TWELVE (12) FEET ADJACENT TO REAR LOT LINES OR SUBDIVISION BOUNDARY. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED C6 131.50' 15014'15" 34.97' S66024'51"W 34.87' �� � \7 DRIVEWAYS AND WALKWAYS TO EACH LOT. s C7 176.00' 10006'18" 31.04' N26°09'07"W 31.00' �� � �o S13°47'44"W 2. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING 39.60' REGULATIONS IN EFFECT AT THE TIME OF RE-SUBDIVISION. C8 99.00' 21°47'12" 37.64' N10°12'22"W 37.42' ✓�l� �6, C9 16.00' 7052'18" 2.20' S03014'55"E 2.20' 3. THE LANDS LOCATED IN THIS PLAT ARE LOCATED IN THE NAMPA&MERIDIAN IRRIGATION 1 J, BLOCK 2 DISTRICT SERVICE AREA (208) 466-7861. IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS THROUGH A PRESSURE IRRIGATION DELIVERY SYSTEM WHICH HAS BEEN APPROVED C10 24.00' 7°52'18" 3.30' NO3°14'55"W 3.29' 27974 sgft \ 06 PURSUANT TO SECTION 31-3805(4), IDAHO CODE. THE PURCHASER OF EACH LOT SHALL C11 117.00' 8059'29" 18.36' S26042'32"E 18.34' REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY NAMPA MERIDIAN IRRIGATION DISTRICT.ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A LIEN ON THE LAND. C12 233.00' 31°41'18" 128.86' S15°21'37E 127.23' o r 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN C13 181.00' 33050'35" 106.91' S14016'59"E 105.36' ' COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. C14 168.50' 8°15'41" 24.30' S62°55'34"W 24.27' 5. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE C15 168.50' 19021'44" 56.94' S76044'17"W 56.67' n� RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN S67°47'13"W IRRIGATION/DRAINAGE ENTITY. C16 168.50' 4°16'06" 12.55' S88°33'11"W 12.55' 0 6.98' o J N89°18 45"W 175.00' j� co 6. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE C17 168.50' 31°53'31" 93.79' S74044'29"W 92.58' �l ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. O O 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR I �n ire UNPLATTED BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT A Boundary Line Table I THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION 0 FOR MORE THAN ONE 1 YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT ° oo ;� A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS LINE DIRECTION LENGTH M O SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR y NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR L1 N00°41'15"E 3.00' kn EXPANSION THEREOF." v L2 S00041'15"W 16.00' � 8. LOT 1,BLOCK 1;LOT 1,BLOCK 2;LOT 1,BLOCK 3;LOT 1,BLOCK 4; LOTS 1,6,AND 15,BLOCK L3 S89018'45"E 115.03' 5; LOTS 1, 5,AND 9, BLOCK 6; LOTS 1 AND 7,BLOCK 7; AND LOT 1, BLOCK 8 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SPRINGDAY SUBDIVISION HOMEOWNERS L4 N89°18'45"W 115.03' 18' f ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES,DRAINAGE,AND SPRINGDAY SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION. L5 S00041'15"W 7.00' U L6 N8998'45"W 37.00' 9. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE UNPLATTED K CITY OF MERIDIAN RECORDED AS INSTRUMENT NUMBER 2026-007563, RECORDS OF ADA L7 N44018'45"W 35.36' I i COUNTY,IDAHO. L8 S45°41'15"W 35.36' W 10. A PORTION OF LOT 1,BLOCK 3; LOT 6,BLOCK 5;LOT 7,BLOCK 7;AND LOT 1,BLOCK 8 ARE _q I� W L9 N89°18'45"W 37.00' I o SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER O r. DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT MASTER PERPETUAL STORM L10 N44018'45"W 35.36' o WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NUMBER N 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS " L11 N8998'45"W 52.31' M o REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT").THE MASTER EASEMENT AND STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ADA COUNTY HIGHWAY N L12 N89018'45"W 99.00, p I U DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE p N W OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. M 11. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT N W N ry TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NUMBER o O z RECORDS OF ADA COUNTY,IDAHO. o) o 0 I 12. THIS DEVELOPMENT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND H RESTRICTIONS TO BE RECORDED IN ADA COUNTY,IDAHO,AND AS MAY BE AMENDED. m _ N o GRAPHIC SCALE p 20 40 80 160 I Cl) Cl) O I " D N (IN FEET) a) 1 inch= 40 ft. I S440 18'45"E •° 28.28' : I _Q SOUTH 114 CORNER S89°18 2550' SEC 33, T4N, R1W, B.M. o 2.5"ALUMINUM CAP "PLS 14221 I------------ o CP&F 110117945 Scale: 1"=40' Drawn: CCF a US@ 33 Date: -05/28/2026 Job#: 265033 o 47.50' S1.50' ,� ENGINEERING AND SURVEYING, LLC 4 ° ° 12 ° Sheet: 10 " 1001 NORTH ROSARIO STREET,SUITE 100 MERIDIAN,IDAHO 83642 PH:(208)974-0075 4 OF 6 10 " www.focus-es.com of