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HomeMy WebLinkAboutFinal Plat PLAT OF Pollard North Subdivision No. 2 A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 AND N ( THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 4 NORTH, RANGE 1 WEST, 0 80 160 240 B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. Unplatted Unplatted 2025 Plan Scale: 1" = 80' FOUND ALUMINUM CAP, PLS 11463 Unplatted POINT OF BEGINNING 1/16 CORNER SECTION 21 FOUND 5/8" REBAR MARKED "PLS 7880" Unplatted C-S 1/16 CORNER SECTION 21 PER CP&F No. 2022-065598 PER CP&F No. 202-------- W. Old School Ln. S89'27'06"E 1303.59' W. Old School Ln. 1 S89°20'25"E 142.41' o no O O3 O4 5O O6 O7 O 9O 10 11 12 17 16 15 14 13 12 11 10 �9 O8 7O 6 O O4 BLOCK 6 BLOCK 6 1 BLOCK 3 W. Flat Rock St. I W Flat Rock St. M L2 rn I -' L4 J N w 39 L 17 0 16 Pollard North 0 � 1 O O G) O O O O O 10 11 12 13 14 15 16 17 18 19 20 21 22 Q 40 41 42 43 44 45 46 47 48 49 50 �_ Subdivision No. 1 Q n BLOCK 5 23 � BLO6-4] 18 "' 15 Z o Z 24 19 I 14 38 3 c 11 BLOCK 4 M BLOCK 5 Z BLOCK 4 26 I 13 M cn 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 12 o Z N© N O N �6,p NDL 1 1287.33' t 1 1 1 71.49' O c N89'27'06"W 1358.82' I - 000 L5 o 1 of W. Waverton Dr. Z� o L mLj-w o Pollard Subdivision No. 1 Pollard Subdivision No. 1 �NI Q Pollard Subdivision No. 1 mol of Z z POINT OF COMMENCEMENT FOUND ALUMINUM CAP S 1/4 CORNER SECTION 21 PER CP&F No. 2024-069068 1 21 W. Chinden Blvd. 28 SHEET INDEX LEGEND SURVEY NARRATIVE \OVAL LANs �,`� \STER G SHEET 1 - OVERALL SUBDIVISION MAP, LEGEND, AND BOUNDARY LINE AND CURVE TABLE ® FOUND ALUMINUM CAP AS NOTED THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN o SHEET 2 - DETAIL PLAT MAP O FOUND 5/8" REBAR WITH PLASTIC CAP MARKED THE HEREIN AND A FIELD SURVEY OF EXISTING MONUMENTATION. MONUMENTATION 124 9 "ALB 12459" UNLESS NOTED OTHERWISE RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES SHEET 3 - DETAIL PLAT MAP & LINE AND CURVE TABLES LISTED HEREON, ALL PROPERTY CORNERS WHERE MONUMENTS OF RECORD WERE NOT SHEET 4 - CERTIFICATE OF OWNERS AND NOTES O FOUND 1/2" REBAR WITH PLASTIC CAP MARKED FOUND WERE SE'/RESET AS SHOWN HEREON. -.3r TF OF �OPP�O "ALB 12459" UNLESS NOTED OTHERWISE ON L B P\- SHEET 5 - CERTIFICATES AND APPROVALS ND FOUND BRASS PLUG MARKED "ALB 12459" -7 . U UNLESS NOTED OTHERWISE SET 5/8" REBAR WITH PLASTIC CAP MARKED Developer REFERENCES OO "ALB 12459" Brighton R1. PLAT OF FAIRBOURNE SUBDIVISION No. 1, BOOK 119 OF PLATS AT PAGES 1 8309-1 831 5, RECORDS OF ADA COUNTY, IDAHO. SET 1/2" REBAR WITH PLASTIC CAP MARKED Corporation "ALB 12459" LINE TABLE R2. PLAT OF FAIRBOURNE SUBDIVISION No. 2, BOOK 119 OF PLATS AT PAGES Meridian, Idaho 1 831 6-1 831 9, RECORDS OF ADA COUNTY, IDAHO. CALCULATED POINT, NOTHING FOUND OR SET LINE BEARING DISTANCE R3. PLAT OF FAIRBOURNE SUBDIVISION No. 3, BOOK 122 OF PLATS AT PAGES O1 LOT NUMBER L1 S00'39'35"W 74.00' 19189-19193, RECORDS OF ADA COUNTY, IDAHO. — — — — SECTION LINE L2 N89'20'25"W 3.$8' CURVE TABLE R4. PLAT OF POLLARD SUBDIVISION No. 1, BOOK 127 OF PLATS AT PAGES 20407-20411, RECORDS OF ADA COUNTY, IDAHO. SUBDIVISION BOUNDARY LINE L3 S00'39'35"W 46.00' CURVE RADIUS LENGTH DELTA CHORD BRG CHORD R5. PLAT OF POLLARD NORTH SUBDIVISION No. 1, BOOK __ OF PLATS AT PAGES LOT LINE L4 S89'20'25"E 6.00' C1 10031.50' 21.54' 0'07'23" N89'23'25"W 21.54' -----------, RECORDS OF ADA COUNTY, IDAHO. ADJACENT LOT LINE L5 N89'19'43"W 50.82' Icrn R6. RECORD OF SURVEY No. 7498, RECORDS OF ADA COUNTY, IDAHO. L6 N44'26'05"W 23.34' — ROAD CENTERLINE E N G I N E E R I N G R7. RECORD OF SURVEY No. 10034, RECORDS OF ADA COUNTY, IDAHO. — — — — — — — --j EASEMENT LINE AS NOTED 5725 NORTH DISCOVERY WAY R8. RECORD OF SURVEY No. 12582, RECORDS OF ADA COUNTY, IDAHO. ����11/ BOISE, 208)6DAHO 83713 9-693 CL ACHD EASEMENT (SEE NOTE 17) PHONE(208)639-6939 kmengllp.com FBO. 24-296 SHEET 1 OF 5 PLAT OF Pollard North Subdivision No. 2 N 0 40 80 120 Plan Scale: 1" =40' Unplatted Unplatted Unplatted I FOUND ALUMINUM CAP, PLS 11463 SW 1/16 CORNER SECTION 21 W. Old School Ln. PER CP&F No. 2022-065598 S89'27'06 'E 1303.59' 12.00' (SEE 22.81' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 30.00' • 30.00' NOTE 11) 0 10.00 12.00' (SEE 0 2.00' NOTE 17) 0 0 d N00'32'54"E I 1 O N O O N O O N O O N O O N O O N O 8 W^ N Q 9 C'4 0 10 N 00 72.00' d 11 !n i� 16 14.50' (SEE N o o ^ o o o o CO Mo O ``� �F t17 NOTE 17) � z z z z z O 0 0 0 ^ N o BLOCK 6 Z ,� � z z z 12 "' 50.00' \ z z BLOCK 6 z I BLOCK 3 /22.85' - - -60.00' - - - - _60.00' - - 30.00' 30.00' - - _60.00' - - - - _60.00' - - -60.00'. - - - _60.00', - - 0 - - -60.00' - - - - -60.00'. - - - - -60.00'_ - - -58.42' 0 o L8 - - - - - - - - rn w L1 1 0 •� - - - - - -�`O N89'27'06"W 1293.81' _ _ - rn • C5 0;0 0 w 662.94' - - - • - - Iq o W. Flat Rock St. 0 �, _0 N ; _ _ _ _ N N 20.06' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 69.01' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' `� • C I 1I N I 0 w 37.50' (SEE L', ' O _ NOTE 17) 0' 39 o w � (0 1w l I w w vw w w w w w w w w w w w w w w w w w w 'n �'' 'Qj _ _ - - o j 0 0 �t d d d d - - - _ Co z � o w � o � 0oz !n 0 0 o 0 0 0 o !n o � o � o � o � 0 � 0 � 0 � 0 � 0 � 0 � o � 0 � 0 � 0 d Oo ONO °0 0 ON ON oO " 0Oo to 0O � O • 30.00' , (D 00 to 5 6 7 N 8 N 9 N 10 N q 11 N 12 N O 13 N O 14 N 15 N O 16 N 17 N 18 N D 19 N o 20 N o 21 N o 22 ``' 30.00' M 00 t Sri Sri r7 Sri r7 � r7 Sri ro Sri r7 00 00 00 M to Lo O � Sri O r� t O K) Lo O � Oro U) O t7 L O O L O 'too � O r7 a`no O ai ' 40 Ito _ O L O N O O O O O O O O O O O O O 0 O O 0 O O O N O O I I to z z O z z z z z z z z z z z z z z z z z z ro 23'� Q BLOCK 4 II !D o Z i 1 z BLOCK 5 a o 0 _0 I e+ z `I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t27.00'1 _ _ _ z a) 1w 20.11 27.00 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 69.01' 2700' 27.00' 27.00 27.00' 27.00, 27.00' 27.00 27.00' 27.00' tj7.34' l� 0 I 0 it 36.00' VEOLIA N89'27'06"W 646.46' 00 EASEMENT PER INST. 24 N I No. - z I 38 24 ---- ------ 0 N89'27'06"W 647.27' v 12.00' (SEE 20.12'. _27.00' _27.00'_ 27.00 _27.00'_ 27.00'_ _27.00' _27.00'_ 27.00'-' _27.00'_ 27.00'_ - - - _69.01'_ - - - 27.00' _27.00'_ 27.00'_ _27.00' j _27.00'_ 27.00' _27.00'_ 27.00'_ _27.00' j _27.00'_ 18.14' NOTE 11) - - - - - - I I 0 BLOCK 5 0 I I 137 I 0 0 w w w w w w w w w w w w w w w w w w w w o o w 0 0 00 � 0 0 0 to o ) 0 00 � 0 10 0 � 0 0 0 0 0 0 0 It,n 0 0 0 �n 0 � � 0 u� Nt ,n0 ao 04 o -``' 46 N o 45 N o 44 N 4 43 N o 42 N Q 41 N o 40 N o 39 N 0 38 N o 37 N o 36 N 0 35 N 0 34 N o 33 N o 32 N � 31 N o 30 N O 29 N Q 28 N O 27 N O 26 w04 d to o to o to o r7 o to o r7 o r7 o r7 o to o r7 0 oM oOo � Oo � OoM � Oo 0Oo � Oo � O 'oM 0Oo � Oo � 0 � 25w o � I 36 35 47 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °' 0 z z z z z z z z z z z z Z z z z z z z z n Z I� o � z co e j FN�O \� �� _ - - - - - - - -� _ - - - - - - - - z z FND0' 27.00 _27.00' 27.00 7.0 27.00' 27.00'27.00' 27.00' 7. 0 ' ' ' 7.00' . ' . .00E . 2700 2700 2700' 27.00 27.0 2. . 2 .00 7.00 20' 1-27.00 18. • w Of L N89027'06"W 1358.82' 3.66' Z)a-o w.� w PO o_ z 0 cn W. Waverton Dr. w z o vw o � w o of w I F- w ro 0 �ao a _� 0 - - N o . z o W. Waverton Dr. Z I -� - - _ Q 0 V) - N N Z O w N �O 04 Z Z Z d V)Of J OZ mZ 0 w Pollard Subdivision No. 1 0 oa oa- \ON AL LAVoS 12459 (P �o 99 qTF OF SOP �O L. B A\- 1crn �,P -7'31 '7-02-S ENGINEERING Developer 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 Brighton PHONE(208)639-6939 kmengllp.com Corporation Meridian, Idaho JOB N0. 24-296 SHEET 2 OF 5 i I PLAT OF Pollard North Subdivision No. 2 N 0 40 80 120 Plan Scale: 1" =40' IUnplatted Unplatted I FOUND 5/8" REBAR MARKED "PLS 7880" W. Old School Ln. C-S 1/16 CORNER SECTION 21 W. Old School Ln. PER CP&F No.- 02_-______ • S89'27'06"E 1303.59' S89'20'25"E 142.41' 30.00' 30.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 23.06' 60.00' 60.00' 37.72' O 22.41' 60.00' ` o 12.00' (SEE 10.00' 60.00' 2.00' NOTE 17) O 0 II -'0 I O d Ln O BLO1C1 K 6 O w 6 W O8 O O ,W� d O od OJ OCr O � 17 n� LO O O o„� N O w 0 0 N No NON V) N O 'n o O M12 pp N O W 0 � oz � z 0 z z z Z o z BLOCK3 z z z z . BLOCK 3 O S 30.00' 30.00' O = z / I z - - - - O -58.41'- - - - -60.00'- - - - -60.00'- - - - -60.00'.- - 12.57' � o L8 L11 - - - -60.00 - - - - -60.00' - - - - -60.00 - - _23.06' - - -60.00' ' 0 - - -60.00 -- _27.89' 0 - -CB- - - -60.00'- - - - -56.12'- - � 0 - I - - �- -05 N89'27'06"W 1293.81' - - - -Cmoo•- - a' L2 63 ^ 6 N89'20'25'W 128.70' - o - " '� W. Flat Rock St. 0 L3 N O • ,�Dc _ _ _ L4 �22.47' 40.00' 40 00' 40;00' A 40.00' 53.00' 40.00' 40.00' 40.00' 40.00' 40.00' 28.00' 0 20.00' 85.00' 22.53' C7 - - - - - - O O 79.00'- - �, W� Wco I O o 0 1 fV I v 6O47 o48 49 I a; O 35.00' (SEE 15 w w O � 7 o ¢ � w NOTE 17) °iww w 0 0 o oo ` o >z o t 30.00' W 30.00 C14 ! o 0 -C14 N892706W °' WLq z2 4 °° N 892025 w z t N n ' 0 Lo " Ln n Lo rnLO Lo LO n Lo Lo n w" 0 ' 4 23 > I 85 `` 0 85.00'o o o N BLOC z �o Q � vBLOCK 4 4 O 0 z Z Z Z Z Z M m cu z z N N N ON IIj I W Z N o I N89'27'06"W Mo ``� 6.00' 0 co _ 1 85.00' z 0 - - - - - - - - - - - - z N89'20'25"W 85.00' 1 - - - - - - - - - -C, 0 0 0 0 00 � - I 0 118.78' 40.00' 40.00' 40.00' 40.00' 53.00' 40.00' 40.00, 40.00' 40.00' 40.00' w N 19 14 24 ro N89'27'06"W 431.78' 36.00' VEOLIA N N z 38 N - ----_ N89'27'06"W 85.00' v EASEMENT PER --- N89'20'25"W 85.00' S89'27'06"E 447.07' No- _ _ r`i 0 o 11 BLOCK 4 - - - - 27.00'- -27.00' _27.00'_ 27.00' _27.00'_ 27.00'- - - _54.00'_ - - 27.00' _27.00'_ 27.00'_ 27.00' _27.00'_ 27.00' _27.00'_ 26.00'- , 22.00' M i • o N N89'20'25"W 85.00' 16.07' S - 'z N N89'27'06"W 85.00' 37 0 0 w BLOCK 4 0 20 0 q 0 0 0 0 0 � � r 13 o N W W W W W W W W W W W W W W O N N I °° `r `t d N89'27'06"W N v �r � � 00 0 !� w N89'20'25"W N o o M W 0 0 �n o �n 0 O 0 0 0 1n 0 1 0 0 0 0 0 0 85.00' M 85.00' 26 25 36 N O 35 N O 34 N O 33 N Q 32 N o 31 N O 30 N O 29 N O 28 N O 27 0 26 N N O N o o N N o ao w o M 0 o r7 0 0 0 0 '� 0 0 0 0 0 0 0 o to 0 to 0 to o to o 25 to 0 24 to c0 23 V) 0 22 'n 0 O N m CDo : o : o - o - o - o - o W ' Z to EN N M z z z z 0 z z 0 0 o O 0 0 0 0 0 0 0 0 12 0 Z z z Z z z Z z z to N N O z N N Z O o z iv 20.00' 85.00' z O - - - - - - - _- - - - -_ -. - - - - - -- -- -- - - - -- -- - - - _----- - - - _ - - - - -_ - - -_ - - _ -- Nc - - N--89'_-27'-06"-W -10_-5.00' O 0 - - - - - - - - N89'20'25"W _85_.00_' z o- - - - - - - � - - - - - - - - - - - - - - - - - - oOR 27.00' - - - - - Lo .- -_ - . - - -208.9230.00' • 30.00' 27.00' 27.00'_ 2-7 27.00' 27.00' 27.00' 27.00'. _ . _ . _54.00 27.00 N s N89'27'06"W 1358.82' W-� C 1 w of un L5 W M o-wrn w0 w0 00 0 - Waverton Dr. 0 LLJ0 W� w v ao W N O 0 W Z W M U) o 0 �- - - � W. Waverton Dr. - E n N_ - - Ow0 WN Lo N O Z Z 6 -0 N 6 z Z UZ < Z J W U' (n I D Z � I Z a_ 0 Z Pollard Subdivision No. 1 - Ofw X oa Qa 0 0 LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE \ONp,I LAND S �g LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD L1 S00'39'35"W 74.00' L8 N38'46'58"E 2.55' C1 10031.50' 21.54' 0'07'23" N89'23'25"W 21.54' C9 475.00' 45.76' 5'31'10" N05'42'1 1"W 45.74' 0 L2 N89'20'25"W 3.88' L9 N38'46'58"E 16.16' C2 505.00' 79.42' 9'00'40" NO3'57'26"W 79.34' C10 475.00' 20.02' 2'24'52" N01'44'10"W 20.02' 12459 0 0 L3 S00'39'35"W 46.00' L10 N37'40'00"W 16.22' C3 200.00' 31.45' 9'00'40" NO3'57'26"W 31.42' C11 475.00' 1 8.93' 1'04'38" N00'00'35"E 8.93' `no 9 qTE' SOP O L4 S89'20'25"E 6.00' L11 N37*40'00"W 2.52' C4 200.00' 25.92' 7'25'33" SO4'45'00"E 25.90' C12 535.00' 55.20' 5'54'41" N05'30'26"W 55.17' c B L5 N89'19'43"W 50.82' L12 S50'11'24"E 9.04' C5 200.00' 5.53' 1'35'07" S00'14'40"E 5.53' C13 535.00' 20.01' 2'08'36" N01'28'47"W 20.01' �•3'•�7i� L6 N44'26'05"W 23.34' L13 N08'27'46"W 34.24' C6 10021.50' 19.49' 0'06'41" S89'23'46"E 19.49' C14 535.00' 8.93' 0'57'23" N00'04'12"E 8.93' E N G I N E E R I N G Developer 5725 NORTH DISCOVERY WAY .97 L7 N08'27'46"W 25.40' L14 N50'57'34"E 7.93' C7 9994.50' 19.44' O'06'41" N89'23'46"W 19.44' C15 12.00' 18.85' 90'00'00" N44'27'06"W 16 ' Brighton BOISE,IDAHO 83713 PHONE(208)639-6939 C8 10044.50' 19.53' 0'06'41" N89'23'46"W 19.53' C16 28.00' 43.98' 90'00'00" N45'32'54"E 39.60' kmengllp.com Corporation Meridian, Idaho JOB NO. 24-296 SHEET 3 OF 5 PLAT OF Pollard North Subdivision No. 2 CERTIFICATE OF OWNERS NOTES KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 2. ANY RE OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIANN IN N EFFECT AT THE TIME OF RESUBDIVISION. BEGINNING AT A 5/8—INCH REBAR MARKING THE CENTER—SOUTH 1/16 CORNER OF SAID SECTION 21, WHICH BEARS N00'32'12"E A DISTANCE OF 1,317.30 3. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12—INCHES ABOVE THE HIGHEST ESTABLISHED FEET FROM AN ALUMINUM CAP MARKING THE SOUTH 1/4 CORNER OF SAID SECTION 21, THENCE FOLLOWING THE NORTHERLY LINE OF SAID SOUTHWEST NORMAL GROUND WATER ELEVATION. 1/4 OF THE SOUTHEAST 1/4, S89-20-25"E A DISTANCE OF 142.41 FEET TO A 5/8—INCH REBAR ON THE SUBDIVISION BOUNDARY OF POLLARD NORTH SUBDIVISION NO. 1 (BOOK _ RECORDS OF ADA COUNTY, IDAHO); 4. THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT, RECORDED AS INSTRUMENT No. 202=—____—, OF _, PAGES_____—_ THENCE FOLLOWING THE SUBDIVISION BOUNDARY OF SAID POLLARD NORTH SUBDIVISION NO. 1 THE FOLLOWING FIVE (5) COURSES: ADA COUNTY RECORDS. 1.S00'39'35"W A DISTANCE OF 74.00 FEET TO A 5/8—INCH REBAR; 5. THIS SUBDIVISION IS LOCATED IN THE SETTLER'S IRRIGATION DISTRICT SERVICE AREA (208-344-2471). IRRIGATION 2.N89'20'25"W A DISTANCE OF 3.88 FEET TO A 5/8—INCH REBAR; WATER WILL BE PROVIDED TO ALL LOTS THROUGH A PRESSURE IRRIGATIONS DELIVERY SYSTEM WHICH HAS BEEN 3.S00'39'35"W A DISTANCE OF 46.00 FEET TO A 5/8—INCH REBAR; APPROVED PURSUANT TO SECTION 31-3805(4), IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN SUBJECT 4.S89'20'25"E A DISTANCE OF 6.00 FEET TO A 5/8—INCH REBAR; TO ALL ASSESSMENTS LEVIED BY SETTLER'S IRRIGATION DISTRICT. ALL UNPAID SETTLER'S IRRIGATION DISTRICT 5.S00'39'35"W A DISTANCE OF 194.85 FEET TO A 5/8—INCH REBAR ON NORTHERLY RIGHT—OF—WAY LINE OF W. WAVERTON DR.; ASSESSMENTS ARE A LIEN ON THE LAND. THENCE LEAVING THE SUBDIVISION BOUNDARY OF SAID POLLARD NORTH SUBDIVISION N0. 1 AND FOLLOWING SAID NORTHERLY RIGHT—OF—WAY LINE THE 6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, FOLLOWING FOUR (4) COURSES: PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES 1.N89'19'43"W A DISTANCE OF 50.82 FEET TO A 5/8—INCH REBAR; AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION 2.21.54 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 10,031.50 FEET, A DELTA ANGLE OF 00'07'23", A CHORD WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT BEARING OF N89'23'25"W AND A CHORD DISTANCE OF 21.54 FEET TO A 5/8—INCH REBAR; APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,3.N89'27'06"W A DISTANCE OF 1,358.82 FEET TO A BRASS PLUG; AGRICULTURAL FACILITY OR EXPANSION THEREOF". 4.N44'26'05"W A DISTANCE OF 23.34 FEET TO A BRASS PLUG ON THE WESTERLY LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; 7. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR RECORD AT THE ADA COUNTY RECORDER'S OFFICE AND MAY BE AMENDED FROM TIME TO TIME. THENCE LEAVING SAID NORTHERLY RIGHT—OF—WAY LINE AND FOLLOWING SAID WESTERLY LINE, N00'34'56"E A DISTANCE OF 298.49 FEET TO AN ALUMINUM CAP MARKING THE SOUTHWEST 1/16 CORNER OF SAID SECTION 21; 8. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF THENCE LEAVING SAID WESTERLY LINE AND FOLLOWING THE NORTHERLY LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, S89'27'06"E A DISTANCE MERIDIAN. OF 1,303.59 FEET TO THE POINT OF BEGINNING 9. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SAID DESCRIPTION CONTAINS A TOTAL OF 10.457 ACRES, MORE OR LESS. SANITARY RESTRICTION RELEASE. 10. PER UDC 11-3B THIS SUBDIVISION IS SUBJECT TO LANDSCAPE BUFFER EASEMENTS, WHICH LANDSCAPING WILL BE IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO MAINTAINED BY THE OPERATOR, SMITH BRIGHTON, INC., OR ASSIGNS. THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN 11. LOTS 9 AND 17, BLOCK 3, LOTS 11, 30, 37, 39, 44, AND 50, BLOCK 4, LOTS 1, 12, 23, 25, 36, AND 47, BLOCK ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID 5, AND LOTS 1 AND 12, BLOCK 6 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE SUBDIVISON EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS HOMEOWNERS ASSOCIATION. THESE COMMON LOTS ARE SUBJECT TO A BLANKET EASEMENT FOR PUBLIC UTILITES, SHOWN ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM VEOLIA WATER IDAHO, INC., AND VEOLIA WATER IDAHO, INC. HAS STORM DRAINAGE, GRAVITY IRRIGATION AND HOMEOWNERS ASSOCIATION PRESSURIZED IRRIGATION. AGREED IN WRITING TO SERVE ALL OF THESE LOTS. THE OWNER HEREBY CERTIFIES THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE, PER SECTION 67-6537, IDAHO CODE, AND THAT THIS SUBDIVISION IS IN COMPLIANCE WITH SECTION 31-3805, IDAHO CODE. 12. LOT 16, BLOCK 1, LOT 12, BLOCK 2 AND LOT 5, BLOCK 4 ARE COMMON LOTS SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE ACCESS TO AND FROM THE RESIDENTIAL LOTS ADJACENT TO SAID COMMON LOTS. ONLY LOTS 14 AND 15, BLOCK 1 SHALL HAVE ACCESS TO AND FROM LOT 16, BLOCK 1. SAID COMMON LOTS SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. THE COMMON DRIVES SHALL ME MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 13. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE PUBLIC RIGHTS—OF—WAY AND ADJACENT TO LOT 38, BLOCK 4 AND LOT 24, BLOCK 5 CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNERS ASSOCIATION PRESSURIZED IRRIGATION AND STORM DRAINAGE. 14. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR HOMEOWNERS ASSOCIATION PRESSURIZED IRRIGATION AND STORM DRAINAGE. MICHAEL A. HALL, PRESIDENT 15. INTERIOR LOT LINES CONTAIN AN EASEMENT (EACH SIDE) FOR PUBLIC UTILITIES, HOMEOWNERS ASSOCIATION SCS INVESTMENTS. LLC PRESSURIZED IRRIGATION AND STORM DRAINAGE AS FOLLOWS: BLOCK 3: 5—FT EACH SIDE BLOCK 4: 3—FT EACH SIDE BLOCK 5: 3—FT EACH SIDE BLOCK 6: 5—FT EACH SIDE 16. THIS PLAT IS SUBJECT TO AN ACHD PUBLIC RIGHT—OF—WAY EASEMENT (SIDEWALK) PER INSTRUMENT No. ACKNOWLEDGMENT 202_- RECORDS OF ADA COUNTY, IDAHO. STATE OF IDAHO SS 17. A PORTION OF LOTS 11, 39, 40, 41, 42, AND 43, BLOCK 4, A PORTION OF LOT 12, BLOCK 5, A PORTION OF LOTS 1 ADA COUNTY AND 11, BLOCK 6 AND ALL OF LOT 12, BLOCK 6, ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2025, BY MICHAEL A. HALL, AS PRESIDENT DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF OF SCS INVESTMENTS, LLC. ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 18. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No. 202--------- RECORDS SIGNATURE OF NOTARY PUBLIC OF ADA COUNTY, IDAHO. 19. DIRECT VEHICULAR LOT ACCESS TO W. WAVERTON DR., N. POLLARD LN., AND W. OLD SCHOOL LN. IS PROHIBITED MY COMMISSION EXPIRES EXCEPT FOR THOSE ACCESS POINTS APPROVED BY THE CITY OF MERIDIAN AND ADA COUNTY HIGHWAY DISTRICT. 20. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY OR HOMEOWNER'S ASSOCIATION. CERTIFICATE OF SURVEYOR I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF POLLARD NORTH SUBDIVISION No. 2 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, 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 OF IDAHO CODE RELATING TO PLATS AND SURVEYS. 0NpL LAND S C-3 1��GI E AARON L. BALLARD, P.L.S. 12459 .� CL 12459 99 qTF OF SOP �O E N G I N E E R I N G Developer 5725 NORTH DISCOVERY WAY Brighton BOISE,IDAHO 83713 PHONE(208)639-6939 kmengllp.com Corporation Meridian, Idaho FBO. 24-296 SHEET 4 OF 5 I i PLAT OF Pollard North Subdivision No, 2 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DISTRICT COMMISSIONERS ON THE DAY OF 20 SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT - ADA COUNTY HIGHWAY DISTRICT TRUSTEE OF EXISTING PUBLIC RIGHT-OF-WAY HEALTH OFFICER DATE: ACKNOWLEDGMENT STATE OF IDAHO ADA COUNTY SS ON THIS DAY OF 202_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED , KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF ADA COUNTY HIGHWAY DISTRICT, THE PERSON WHO CERTIFICATE OF ADA COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, EXECUTED THIS INSTRUMENT ON BEHALF OF SAID DISTRICT, AND ACKNOWLEDGED TO ME THAT THE 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 ADA COUNTY HIGHWAY DISTRICT EXECUTED THE SAME IN NAME. SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. SIGNATURE OF NOTARY PUBLIC COUNTY TREASURER DATE: MY COMMISSION EXPIRES APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF POLLARD NORTH SUBDIVISION No. 2 WAS FILED CITY ENGINEER AT THE REQUEST OF AT MINUTES PAST O'CLOCK M., — THIS _DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS BOOK OF PLATS AT PAGES THRU APPROVAL OF MERIDIAN CITY INSTRUMENT NUMBER I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF A.D. 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. DEPUTY EX-OFFICIO RECORDER FEE: MERIDIAN CITY CLERK CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. \�Np1. LAND S �Gj ���\StSt a � 0 ADA COUNTY SURVEYOR DATE 12459 99 qTF OF -z• 31•yp25 E N G I N E E R I N G Developer 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 Brighton PHONE(208)639-6939 Corporation kmengllp.com Meridian, Idaho FBO. 24-296 SHEET 5 OF 5