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PZ - 170005 FP Phase 1 Combined 071317 BRICKYARD SUBDIVISION . 1 LOCATED IN THE NE1/4 OF THE SE1/4 OF SECTION 32, NOTES TOWNSHIP 4 NORTH, RANGE 1 EAST BOISE MERIDIAN, i 1. LOT 1 BLOCK 1 IS A_COMMON LOT CONTAINING A CITY OF MERIDIAN, ADA COUNTY, IDAHO i BLANKET PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, IRRIGATION (0 25 50 100 150 2017 EGRESS ANDNPARKING EASEMENTDol.) AND INGRESS, NPE 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY LqN© �O WITH THE APPLICABLE REGULATIONS IN EFFECT AT �5 \,\GE�iSF�y Ci� THE TIME OF RESUBDIVISION. 3. MINIMUM BUILDING SETBACKS SHALL BE IN 32 33 ACCORDANCE WITH THE CITY OF MERIDIAN 11120 ° - - -- APPLICABLE ZONING AND SUBDIVISION REGULATIONS KEVIN N. SORENSEN, P.L.S. IDAHO NO. 11120 II$ COR. AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING s�O7•t�-d7o PERMITS OR AS SPECIFICALLY APPROVED AND/OR of ` Ca�'= CP&F INST. # REQUIRED, OR AS SHOWN ON THIS PLAT. 7'V N. SORB 10910313® 4. IRRIGATION WATER HAS BEEN PROVIDED BY THE TYPICAL REFERENCE i SETTLER'S IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(b). LOTS WITHIN BRICKYARD MONUMENT DETAIL SUBDIVISION NO. 1 WILL BE ENTITLED TO IRRIGATION SCALE= 1"= 5' WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLER'S IRRIGATION DISTRICT. i 5. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 ° T w i OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH '2 pp' JASMINE ACRES SUBDIVISION STATES: "NO AGRICULTURAL OPERATION, o Q AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR r PUBLIC, BY ANY CHANGED CONDITIONS IN OR ® S8 *4 47"E 590.27' POINT'OF BE(aINNING S89'4647"E 364.37 W _ ABOUT THE SURROUNDING NONAGRICULTURAL t ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR -_ __ __ __ _- __ - _ __ -_ -_ __ ............................. V ........... ° MORE THAN ONE (1) YEAR, WHEN THE OPERATION, NO®• ' " ' • '''•< s S8944'39"E L2 S89'46'14"E L3 S89'44'39"E L4 S89'44'39"E FACILITY OR EXPANSION WAS NOT A NUISANCE AT 00 55 E 42.29 rA. R.M. A R.M. A R.M. A R.M. A R.M. A M. A R.M. A R.M. A R.M. A R.M. A °' C) _ THE TIME IT BEGAN OR WAS CONSTRUCTED. THE .......... .......... ................... s 67.00' 60.00' 60.00' 60.00' 60.00' 67.00' 60.00' w 37•00' r W PROVISIONS OF THIS SECTION SHALL NOT APPLY w w w w w w _'"' N® ' ai WHEN A NUISANCE RESULTS FROM THE IMPROPER 00 N o na o cv a N o N o cli N0 o in uq N 0 t rn OR NEGLIGENT OPERATION OF AN AGRICULTURAL tto `n 9 in u? in '�? '�? ,n uu �j iri �? '�? 5 in u? $ ;n u? in u? 3 0 ,n 2 to OPERATION, AGRICULTURAL FACILITY OR EXPANSION o 3,451 SF o 0 3,090 SF o 3,090 SF o O 3,090 SF �, 0 o a o 3 090 SF o 3,451 SF o in o 3 090 SF 1,905 SF� to THEREOF." `n z z voi z z 0 z ® 0 z ( t 6. ALL LOTS IN THIS SUBDIVISION ARE MULTI-FAMILY RESIDENTIAL LOTS, EXCEPT LOTS 1, BLOCK 1, WHICH 67.00' 60.00' 60.00' 60.00' 60.00' 67.00' 60.00' 37.0.M t Z Z ARE DESIGNATED AS COMMON LOTS TO BE OWNED R.M. B N89'44'39�W R.M. B R.M. B N89'44'39"W R.M. B M. B S89'44'39"E R.M. B R.M. B S89'44'39"E R.M. B ® � AND MAINTAINED BY BRICKYARD HOMEOWNERS' J Ld O W i ASSOCIATION. N i a W j M i 7. DIRECT LOT ACCESS TO N. CENTERPOINT WAY IS o PROHIBITED, EXCEPT FOR APPROVED PRIVATE DRIVE ACCESS TO N. CENTERPOINT WAY Z o LOCATIONS AS SHOWN. I W a a 8. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT SEE NOTE 7 ® z • U � � E. USTICK PRIOR APPROVAL FROM THE HEALTH AUTHORITY. ° S8944'39"E " t Q '� 32 33 9. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL R.M. A L9 S89'44'39"E R.M. A L8 S89'44'39AE S89'4439 E t C3 ... R. A R.M, A R.M. A R.M. A ., L7 R.M. A R.M. A R.M. A `� ROAD BE INSTALLED BEYOND THE WATER SYSTEM --- 37.00' 3 45.00' RN. A 60.00' 60.00' 67.00' 60.00' 45.00' APPROVED IN SANITARY RESTRICTION RELEASE. . 10 `'' w w w - I`= S CP&F INST. # 10. THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS, c� 'n `n ` ® FN o o ci o cv cis® ® cv o `: t ll3077810 CONDITIONS, AND RESTRICTIONS (CC&R'S) THAT 10 r Z 11 'o`n uo `n 12 'n 'n n u?1n �?in °t? 1n 'i? 't PERTAIN TO THIS DEVELOPMENT, TO BE FILED AND ® � o �- 13 >p$ 1S 16 . 1ag05 2,318 SF o ® in 3,090 SF � o o 3,090 SF 0 ® 3,450 SF � o o �n 3,090 SF o � 2,318 SF o � RECORDED 1N THE OFFICE OF THE RECORDER, ADA SF z z c0 z 0 0 z o a COUNTY. r • 11. THE BOTTOM OF ALL BUILDING FOOTINGS SHALL BE Q® 37.00 45.00' 60.00' 1 60.00' 67.00' 60.00' 45.00' s J R.M. B R.M. R.M. B N89'44'39"bV R.M. B R.M. ® R.M. B R.M. B R.M. B R.M. B R.M. B ® A MINIMUM OF 1 ABOVE THE HIGH SEASONAL N89'44'39 W R.M. B N89'44'39"W N89'44'39°W GROUNDWATER LEVEL. ^cO r s C L S89'44'39"E S89'44'39"E L13 S89'44'39"E L14 R.M. A LEGEND R.M. A R.M. A R.M. A R.M. A R.M. A R.M. A R.M. A _R.M:_A. S89'44'39"E L15 S44'59'41"`� / .L1. ...... ............................... ...................r( N !d 37.00' w 67.00' 60.00' 60.00' 60.00 67.00' 51.50 Y 64.90 -__ __ _- --- PROPERTY BOUNDARY j `_ Na No a ® ® o ON t 00 SECTION LINEo 2$ Ou 23 -to Lq 22 d" tq it L ' U? 20 + Lq 19 '' o o Lo co z o , + o 3,090 SF o F) 3,451 SF d ® C3, , 1� ROAD RIGHT-OF-WAY ID a O a 0 o 0 O co 3,090 SF (o c.l 148,246 SF z U) z z of z z v> ui o� t N - - - - ROAD CENTERLINE 04 37.00' 67.00' 60.00' 60.00' 60.00' 67.00' �� •- F•+ Q R.M. B R.M. B R.M. Bu R.M. B R.M. B R.M. B R.M. B R.M. R.M. B N cV ' 51.50' LOT LINE N N89"44'39"W N89'44'39"W N8944'39 W Inc. � � ,� /l N8944'39"W s oo ® o OQ a Q EXISTING LOT LINE Jl z cn N w ..a co Q b p p.' FOUND BRASS CAP MONUMENT ACCESS TO N. CENTERPOINT WAY a 18 a SEE NOTE 7 m 3,0 SF 0 t ® W FOUND 5/8" IRON ROD S89'44'39"E R.M. A R.M. A S89'44'39"E N '44' t 0 U � • FOUND 1/2" IRON ROD e R.M. A 60.00' R.M. A L20 S89'44'39'E .......................L19 L18 89 39 W t!D ,M. A . R.M. A ......... R.M. A R.M. Ao R.M. A ol ✓ o :' 67.00' S89'44'39"E 60.00' 60.00' 3030•0' 60.00' 67.00' '' 1 51.50' C16 ® SET 5/8" REBAR � �_ w w N8T44'39"W '•...L1,...�- �° =_ --�q`� 144.35 = O SET BRASS PLUG IN CONCRETE NO Na tV a MO NO NO toIq toNNO NO Na SG79.443.74 ' `:o Lq 25 `r `n 26 0 `n 10 `n 27 0 `n `n 28 ® ua 29 F r `r`n 30 `Lo `n 31 in `n t 1/2" REBAR REFERENCE MONUMENT SET 2' 3,451 SF �n 3,090 SF �, 0 �n 3,090 SF o , 3,090 SF a o 3,09Q SF o �n 3,450 SF o t o R.M. A FROM LOT CORNER, SEE REFERENCE �^ z z can z o ® 1,545 SF V) z z 0 MONUMENT TABLE THIS SHEET FOR BEARINGS 67.00' 60.00' 60.00' A 60.00' 30.00' 60.00' 67.00' 1 LOT NUMBER -- R.M. B R.M. _-R.M. B N89�44'39"W _ R' 2l__ R.M. M, R.M. B _ N89'44 � RAM. B -- - Nuaa:u vi __- N0®*1J'21"E 49,50' BLOCK NUMBER \-S89*44'39"E 520.78' APPROVED ACCESS LOCATION CENTERPOINT SUBDIVISION NO. 2 CALCULATED PAINT, NOTHING FOUND OR SET LINE TABLE LINE TABLE LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE TABLE L1 S58'50'40"E 28.29' L8 S89'44'39"E 94.00' L15 S88°25'30"E 28.31' REFERENCE MONUMENT TABLE CURVE RADIUS LENGTH DELTA BEARING CHORD L2 S89'44'39"E 15.00' L9 S89'44'39"E 15.00' L16 S75'1O'16"E 29.81' LINE BEARING DISTANCE Cl 200.00' 31.39' 008'59'33" N17`34'02"E 31.36' L3 S89°44°39"E 15.00' L10 N78'55'12"E 31.93' L17 S39'01'04"E 15.80' R.M. A N00'15'21"E 2.00' -- C2 250.00' 96.20' 022'02'53" N11'02'22"E 95.61' L4 S89'44°39"E 38.00' L11 S10'09'57"E 84.62' L18 S89'44'39"E 15.00' T-0 ENGINEERS R.M. B SOO`15'21"W 2.00' C3 250.00' 12.96' 002'58'12" S20'34'42"W 12.96' L5 N61°31'18"E 30.79' L12 N89'44'39"W 28.00' L19 S89'44'39"E 32.00' 332 N. BROADMORE WAY R•M• C N89'44'39"W 2.00' C4 249.25' 58.60' 013*28'18" S12'22'04"W 58.47' L6 S28'58'37"E 50.48' L13 N89'44'39"W 15.00' L20 S8944'39"E 15.00' NAMPA, IDAHO 83687-5123 S89'44'39"E 2.00' PHONE:(208)442-6300 FAX:(208)466-0944 C5 245.79' 24.64' 005'44'37" S02'51'47"W 24.63' L7 S89*4439"E 69.83' L14 N89'44'39"W 74.00' L21 N36'18'59"E 76.08' t cc .t NOTE BEARINGS MEASURED FROM LOT SHEET GT N O. 6 Q F CORNER TO REFERENCE MONUMENT. BRICKYARD SUBDIVISION NO. R)D A .'cxK I j CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED ARE THE OWNERS OF THE PROPERTY HEREINAFTER DESCRIBED. A PARCEL OF LAND BEING A PORTION OF BLOCK 2 OF CENTREPOINTE SUBDIVISION NO.2 AS RECORDED IN THE OFFICIAL RECORDS OF ACKNOWLEDGMENT ADA COUNTY IN PLAT BOOK 110 AT PAGES 15889 THROUGH 15892 AND SITUATED IN NE1/4 OF THE SE1/4 OF SECTION 32, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS STATE OF IDAHO� S.S. FOLLOWS: COUNTY OF ADA COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SECTION 32, THENCE ALONG THE EAST LINE ON THIS DAY OF 20— BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, OF SAID SECTION 32 NOO'30'13" E A DISTANCE OF 1989.71 FEET TO A POINT, FROM WHICH A BRASS CAP MONUMENT MARKING THE PERSONALLY APPEARED JAMES DOOLIN, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF LAND DEVELOPMENT PARTNERS NORTHEAST CORNER OF THE SE1/4 OF SAID SECTION 32 (E1/4 CORNER) BEARS NOO.30'13-E A DISTANCE OF 664.37 FEET, THENCE LLC, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID COMPANY, AND THAT LEAVING SAID EAST LINE N89*46*47"W A DISTANCE OF 364.37 FEET TO A 5/8 INCH REBAR ON THE LINE COMMON TO SAID SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME IN NAME. CENTREPOINTE SUBDIVISION NO. 2 AND THE SOUTH LINE OF JASMINE ACRES SUBDIVISION AS RECORDED IN THE OFFICIAL RECORDS OF ADA COUNTY, IDAHO IN PLAT BOOK 59 AT PAGES 5829 AND 5830 AND MARKING THE POINT OF BEGINNING: IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS 1) THENCE LEAVING SAID COMMON LINE S00-00-33- E A DISTANCE OF 174.35 FEET TO A 5/8 INCH REBAR; CERTIFICATE FIRST ABOVE WRITTEN. 2) THENCE S44*59'41"W A DISTANCE OF 64.90 FEET TO A 5/8 INCH REBAR; 3) THENCE SOOQOO'28'W A DISTANCE OF 126.85 FEET TO A 5/8 INCH REBAR; 4) THENCE N89-44'39-W A DISTANCE OF 144.35 FEET TO A 5/8 INCH REBAR; 5) THENCE SOO-15'21'W A DISTANCE OF 49.50 FEET TO A 5/8 INCH REBAR; MY COMMISSION EXPIRES 6) THENCE N89-44'39"W A DISTANCE OF 520.78 FEET TO A BRASS PLUG IN CONCRETE ON THE LINE COMMON TO THE WEST LINE OF SAID BLOCK 2 AND THE EAST RIGHT-OF-WAY OF N. CENTREPOINT WAY ; 7) THENCE ALONG SAID COMMON LINE THE FOLLOWING FOUR COURSES AND ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 08*59'33", AN ARC LENGTH OF 31.39 FEET, A CHORD BEARING NOTARY PUBLIC FOR THE STATE OF IDAHO N17034'02'E A DISTANCE OF 31.36 FEET TO A BRASS PLUG IN CONCRETE; 8) THENCE N22-03-48"E A DISTANCE OF 248.04 FEET TO A BRASS PLUG IN CONCRETE; 9) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET, A CENTRAL ANGLE OF 22-02'53", AN ARC LENGTH OF 96.20 FEET, A CHORD BEARING N11'02'22'E A DISTANCE OF 95.61 FEET TO A 5/8 INCH REBAR; 10) THENCE N00-00'55"E A DISTANCE OF 42.29 FEET TO A 5/8 INCH REBAR MARKING THE INTERSECTION OF SAID COMMON LINE AND SAID SOUTH LINE OF SAID JASMINE ACRES SUBDIVISION; 11) THENCE ALONG SAID SOUTH LINE S89-46'47E A DISTANCE OF 590.27 FEET TO THE POINT OF BEGINNING. CERTIFICATE OF SURVEYOR 1, KEVIN N. SORENSEN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS CONTAINING:5.44 ACRES, MORE OR LESS. PLATTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS AND THE CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612. IT IS THE INTENTION OF THE UNDERSIGNED TO AND THEY HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND FOR SUCH OTHER USES AS DESIGNATED HEREON. ALL LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE DOMESTIC WATER SERVICE FROM THE CITY OF MERIDIAN, IDAHO, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. L E G. KEVIN N. SORENSEN, P.L.S. 1 i20 IDAHO NO. 11120 o,07-1,5— h? OF C-) so IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND THIS DAY OF 20--- LAND DEVELOPMENT PARTNERS, LLC BY: JAMES DOOLIN, MEMBER T-0 ENGINEERS 332 N. BROADMORE WAY NAMPA, IDAHO 83687-5123 PHONE:(208)442-6300 FAX:(208)466-0944 SHEET NO. 2 OF 3 rt-j" RICKYARD SUBDIVISION NO.. L AVn'"' Dw R.L .. HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50 CHAPTER 13 HAVE BEEN I, THE UNDERSIGNED, A LICENSED PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF HIS AGENT LISTING THE CONDITION OF APPROVAL. SANITARY RESTRICTIONS MAY BE IDAHO CODE RELATING TO PLATS AND SURVEYS. RE—IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. R.E.H.S. DISTRICT HEALTH DEPARTMENT' DATE ADA COUNTY SURVEYOR DATE ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ACCEPTANCE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY CERTIFICATE OF THE COUNTY TREASURER DISTRICT COMMISSIONERS ON THE DAY OF ,20 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 BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. ADA COUNTY HIGHWAY DISTRICT COUNTY TREASURER DATE APPROVAL OF THE CITY ENGINEER I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THE FOREGOING PLAT. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF PAT MINUTES CITY ENGINEER — MERIDIAN, IDAHO DATE PAST O'CLOCK M. ON THIS DAY OF 20 IN BOOK OF PLATS, AT PAGES THROUGH AS INSTRUMENT NO. DEPUTY EX OFFICIO RECORDER APPROVAL OF THE CITY COUNCIL 1, THE UNDERSIGNED CITY CLERK 1N AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, 0��� L�4 HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY ��N l rE OF 20 , THE FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED. We KEVIN N. SORENSEN, P.L.S. 1120 IDAHO NO. 11120 'rat• qTF OF \pP C3 CITY CLERK MERIDIAN, IDAHO T■O ENGINEERS 332 N. BROADMORE WAY NAMPA, IDAHO 83687-5123 PHONE:(208)442-6300 FAX:(208)466-0944 SHEET NO. 3 OF 3