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PZ - Revised Plat and Phasing Plan Vicinity Map: CLM 0 FOUND ALUMINUM CAP g NW CORNER SEC. 23 FOUND ALUMINUM CAP - 1-84o- CP&F No. 111026808 N 1/4 CORNER SEC. 23 FOUND BRASS CAP - 15 14 CP&F No. 110088910 -BASIS OF BEARINGS = a NE CORNER SEC. 23 _ _ _ CP&F No. 107153515 W. OVERLAND RD_, w�a� S89014'56"E 2652.36' 14V N89°19'41"W 2661.73' 14 13 0 - - - - - - - - - - - _, _, - - - - - - - - - - - - - - - - - - _ Overland - - - - - - - - - - - - J 22 23 - - - - - - - - - - - - � - _ - _ - 23 - - � w 2 1 4 J � I w of Not-A-Part I ` vi z PARCEL C � / I Southridge J S1223223010 Not-A-Part CABRA CREEK LLC \ I Apartments Not-A-Part PROJECT N`' , I --- 4r 140'RIDENBAUGH CANAL EASEMENT I LOCATION - 0 L6 PER INST No 800640 I \\ -' Cg I PARCEL I W VICTORY RD -- B1 L21 S1223212615 wV' g� / I PFAU FNot-A-Part B1 L20 SOUTHRIDGE FARM LLC I / I------- B1 L01 B1 L22 --- - \ S C PARCEL � ♦ Eq° S1223212760 B1 L23 IS9F 33� I I • CABRA CREEK LLC I q/ 62 I Project Summary: B1 L19 � 9� ♦ � Y B1 L24 ALP& ! I PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3 NORTH, I I ` B1 L25 \ a4 Cr RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO B3 L14 �h /f C R L2 \ 4a� err I PARCEL I B1 6 \ a' I S1223120955 - TOTAL PROJECT AREA: 83.77-AC ± B1 L18 B3 L13 B1 L27 I SOUTHRIDGE FARM LLC I EXISTING ZONING: R-8, R-4, R-2 (CITY OF MERIDIAN) 63 L15 \ Not-A-Part I PROPOSED ZONING: R-2 OF ±22.25-AC B1 L28 \ \ � B1 L17 B3 L12 .o,, q�V B1 L29 � \ \ I � , R-8 OF ±63.02-AC To ' B3 L16 B4\ �FV B1 L30 \ \ \ Ne TOTAL LOTS: 284 (INCLUDING 29 COMMON LOTS) B3 L11 B4 L14 g s B1 L31 TOTAL UNITS: 254 SINGLE FAMILY LOTS B1 L16 B3 L17 B1 L32 \ l� FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN PARCEL a B3 L10 B4 L13 64 L16 B1 L33 I �ot-A-Part I ESTABLISHED FLOOD HAZARD AREA. S1223233670 B1 L15 B3 L18 1 C CABRA CREEK LLC �� B7 L14� B1 L34 I / / outhrid Subdivision No. 5 I TOTAL COMMON AREA: 22.3± AC B3 L09 B4 L12 B4 L17 \ R \ � I B3 L19 B7 L13 I� I L12 TOTAL QUALIFIED OPEN SPACE: 5.31 AC I Q ^ B1 L14 ` • �' B3 L08 B4 L11 B7 L15 B3 L20 64 L18 y B1 L35 � B7 L12 CO) / = J \ ACHD R/W �Q B1 L13 � B3 L07 Not-A-Part PER INST.No.108120052 Co PARCEL 'o�, 63 L21 B4 L10 B4 L19 B7 L16 �p B1 L12 B3 L06 / B7 L11 B1 L36 I �� S1223131320 I � B3 L22 B4 L09 B4 L20 li�3 �p 4 1 ENR4JI ANCE HOLDINGS Iry Sheet Index: / 3► B3 L05 B7 L10 B7 L17 a ! I a7 �,� 63 L23 B4 L08 B8 L01 I I �� SHEET SHEET TITLE B1 L11 . B4 L21 B1 L37 I �yg _ C12 �Ij� O� B3 L04 / B7 L18 NUMBER B3 L24 B4 L07 B7 L09 W� 1 ♦ p� I PRELIMINARY PLAT B1 L10 B3 L03 / B4 L22 �`�hCja �� I �� ��� I PP1 PROJECT OVERVIEW 63 L25 S 61 L38 q'i V� ep B4 L06 B7 L08 B7 L19 I / _ .!� I PP2.1 AREA 1 B3 L02 \ / B1 L09 B4 L23 _ _ I / �js PP2.2 AREA 2 \ / B3 L26 O'O B4 L05 I I I / \ O / B1v 1 v O'er B4 L24 B7 L07 B7 L20 61 L43 g1 L39 I PP2.3 AREA 3 \ B1 L08 B3 L01• B3 L27 Q ea I / / �� 130'RIDENBAUGH CANAL EASEMENT \ �� B4 L04 Q I I % PER INST.No.800640 PP3 ZONING EXHIBIT CU \ O B4 L25 �� / - - B1 L67 B7 L06 B7 L21 PP4 PHASING PLAN V AV Q•� / B1 L07 y B4 L03 B1 L44 / c I V � I - R= \ / B2 L12 B2 L13r _CO I I \ PRE-PLAT DETAILS ro B4 L26 QOy 61 L40 ` I B1 L60 v� I \\ \\ B1 L06 B2 L11 / �j� Q� B4 L02 Q � B7 L05 67 L22 B1 L45 I I % sv,� I N PP5 ROADWAY TYPICAL SECTIONS \\ \ �� / B2 L14 O��p B4 L27 r / - B1 L61 s`�rr �_ N PRE-PLAT CONCEPT IMPROVEMENTS B1 L05 �^� B2 L10 d O B7 L23 / I F \ PAACE G \\ \ G \V 62 L15 a� O B4 L01 gq L28 67 L04 Q I o PP6.0 OVERALL PLAN B2 L09 t� B1 L46 / 50'INGRESS-EGRESS EASEMENT I `�� S1223 010 z PP6.1 W.TIMBERWOOD DR STA 0+00-14+00 CHkL' ENGER y O I \\ � B1 L04 � B2 L16 ,4 \ Q� B7 L03 �� PER I.N.107123370 I ` B1 L59 / `� \ PP6.2 W.TIMBERWOOD DR STA 14+00-20+50 B2 L08 �GJi, iQ B7 L24 PER BY I.N.2019-089220 / DEVELOPMENT INC �\ \ B1 L03 / B2 L17 B5 L13 B5 L14 y► B1 L58 B1 L62 y B2 L07 / e \ / .�O B1 L47 ' PP6.3 W. RIO DE PLATA DR STA 25+00-34+00 \ B1 L02 B2 L18 B5 L12 B7 L02 B7 L25 �� �o� B1 L57 / ^ I PP6.4 W. RIO DE PLATA DR STA 34+00-48+00 \ �1 B2 L06 ,�, c�g� / �; \\ \ B2 L19 B5 L11 / B5 L15 \ �� Q B1 L48 / o���� \ B1 L63 o M I PP6.5 W. RED CLAY PLACE STA 60+50-72+50 CO \ B2 L05 O °��Q� ` \ \ Z PP6.6 S. BORDER WAY STA 72+00-85+00 \ / h 67 L01� 67 L26 V Q ,,, B12 L01 \ B2 L04 62 L20 B5 L10 65 L16 9 Q � Q�°�e° / B1 L56 i a)I I \�'� /!7i / �� q i o \ = PP6.7 W. EVENING SUN ST STA 84+50-95+00 FFIIN� \� B2 L21 B5 L17 B1 L49 PARCEL O 62 L03 B5 L09 \ S1223131250 \�+ CO) PP6.8 S. SUN DRENCHED AVE STA 94+50-98+00 .� z PARCEL \ B2 L02 B2 L22 Q. �� B6 L12 66 L13 / Q'� B11 L05 RICE JOSEPH R i '� PP6.9 S. SUMMERSUN WAY STA 199+50 214+00 S1223233950 \ / B2 L23 B5 L08 / B5 L18 \ \ 61 L42 B1 L55 -1 B11 L06 61 L64 a .cc � I B1 L50 PP6.10 S. HITCHING POST WAY STA 249+50-264+50 JEWETT FAMILY LLC \ � B6 L11 _ � \ �� \ �►. \ \132 L24 B5 L07 B5 L19 �� - o _ - M Q I PP6.11 S. COUNTRY VIEW WAY STA 298+00 312+00 �O S1223233920 1� Not A Part C> \. - - PARCEL - - � \\ i�6��B2 L01, g2 L25 B5 L06 B5 L20 66 L10 / 66 L14 � � I B1 L54 C � }+ y I ADA COUNTY \ \ ~Lji co O co - PP6.12 S. RIO DE ORO PLACE STA 402+00 414+00 y HIGHWAY DISTRICT C1 \\ \ Ji �OQ, ��J B5 L05 B5 L21 B6 L09 B6 L15 ,�, �, - - Oo B11 L04 looe B11 L07 i Z CM PP6.13 DRIVEWAY A&B STA 402+00-505+00& C2 C3 \\ \\ O� 65 L04 65 L22 66 L16 B L 7 B1 L53 - - J 599+00-605+00 . L2 \\ \ B5 L03 B6 L08 9 0 - - / 4-0 LANDSCAPE PLAN R/W L3 �\� \\ \\ B5 L02 65 L23 Q, B11 L03 O I L1.00 LANDSCAPE OVERVIEW \ \ B5 L24 41 B6 L07 / B6 L17 B9 L06 / B1 L52 I B11 L08 B1 L65 O H L1.01 AREA 1 R R �-► B10 L03 \\ \\ �� � \ B5 L25 B6 L06 B6 L18 B9 L05 / � � � \ � / - - I L1.02 AREA 2 W \\ B5 L01, B5 L26 B6 L05 / B9 L08 61 L51 B11 L02 B11 L09 B1 L66 \/ �- L1.03 AREA 3 CA cc B13 L01 \ \ - - - - - R � PARCEL I G \ \ Q, B6 L04 B6 L19 B9 L04mc S1223233905 Q ` 75'NORTHWEST PIPELINE R/W&EASEMENT \\ �� g6 L03 B9 L09 � B11 L01 R/W o / PER INST.No.8235869 \ 1 � � W Rio De Plata Or cc WALKER TERRY G � R/W *00 2 14' \ �' B6 L02 B6 L20 Lf B9 L03 - - O' B10 L14 Q R/W RIw O r'° B13 L02 \\ LL \ / I I y - R/W R/ --- cc B10 L22 S. Gr d Fork Way Z \ w \\ B6 L01 B9 L10 i 3 - - - - M R/w - I w \" w I B9 L14 B9 L13 B9 L12 \ +� °� 3 y 1y w \\ B6 L21 B9 L02 69 Lii \ O B10 L13 .i I /W _ I �z q �� B10 L15 B10 L21 B10 L23 c J B13 L03 Q� \\ \\ *� R/W R/W B9 L01 y I B10 L18 B10 L26 610 L29 w R/W a \\ \\ L R/W R/W \ I� - - I I - - -�- - - I I PARCEL cc > - \ \ W Timberwood Or I I 1 I -- - - S1223131620 _ �r 6, \ R/W R/W `r NDURANCE HOLDINGS LLC a B10 L20 B10 L24 B10 L28 B10 L30 ^ I oZS i `tio R/ \ \ R/W /W B10 L16 , PARCEL S1223234100 �i B13 L04 \\ - - I = Q \ B10 L12 - - - - - - o y+ O O p WALKER DUANE L Q / i � Q / B13 L05 I B13 L06 I B13 L07 I \ I B10 L04 I B10 L05 I B10 L06 I B10 L07 I B10 L08 1 B10 L09 1 B10 L10 1 \ I I 1 � •� O B10 L01 B10 L02 \' I 1 I I B10 Lii I � Z I \ 1 1 I I I I I Q •. z o B10 L17 B10 L19 B10 L25 I CO) O LU L B10 L27 �+ .� LU 22 23- - _ - O y MIN Ca cn / Zftanwo PARCEL �- �- N89°04'17"W 1832.25' �� L19 O I Revisions 10 FOUND ALUMINUM CAP R8954830350 PARCEL PARCEL l y W 1/4 CORNER SEC. 23 ELTON CURTIS A R8954840140 R8954840130 \ PARCEL N89°02'56'W 712.19 / I 24 1. AGENCY COMMENTS 12-07-20 CP&F No. 110033071 NICHOLS SCOTT HASKELL VOLGAMORE MICHAEL D \ R8954840120 / PARCEL \ PARCEL PARCEL 23 PRZYBOS STEVEN L TRUST R8954840110 I \ R0548010325 / R0548010450 Val Vista Subdivision Val Vista Subdivision No. Z / HOLDEN NATHANIEL I \ GARDNER DUSTIN E PIERCE GEORGE A / PARCEL ;� FOUND 5/8"STEEL PIN FOUND 5/8"STEEL PIN R0548010300 E 1/4 CORNER SEC. 23 C 1/4 CORNER SEC. 23 FABER STEFAN A Aspen Cove Subdivision CP&F No. 9255545 CP&F No. 9126240 FOUND BRASS CAP 23 Preliminary Plat Project Overview S1/4CORN .9255 44 26 0 100' 200' � CP&FNo.9255544 HORIZONTAL SCALE: 1" = 100' Notes: Zoning Requirements: PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 Property Owner: Line Table Line Table Curve Table 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE DIMENSIONAL STANDARDS: R-8 ZONING DISTRICT R-4 ZONING DISTRICT R-2 ZONING DISTRICT ENDURANCE HOLDINGS LLC IRRIGATION USE.ALL LOTS WILL BE PROVIDED PRESSURE IRRIGATION VIA THE EXISTING SYSTEM FROM THE CITY OF MERIDIAN. 1977 E. OVERLAND ROAD SEGMENT LENGTH BEARING SEGMENT LENGTH BEARING CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH OPERATED BY THE SOUTHRIDGE OWNERS ASSOCIATION AND SUPPLIED BY THE NAMPA-MERIDIAN MINIMUM PROPERTY SIZE/ 4,000-SF 8,000-SF 12,000-SF IRRIGATION DISTRICT. 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY DWELLING UNIT(IN SQUARE FEET) MERIDIAN ID. 83642 NOT FOR L2 30.00' N25°08'21"E L15 37.00' S37°52'47"E C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' THE CITY OF MERIDIAN. L4 157.73' N47°39'35"W L16 70.00' S52°03'57"W C2 30.77' 25.00' 70°31'44" S54°oo'16"E 28.87' 2. EASEMENTS: MINIMUM STREET FRONTAGE 40-FT 60-FT 80-FT L5 231.17' N10°08'10"E L17 34.82' S36°27'55"W C3 25.41' 20.43' 71°15'53" N54°13'05"E 23.80' 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, DRAINAGE AND 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION Engineer Landscape Architect Planner: IRRIGATION EASEMENT OVER THE TEN (10) FEET CONTIGUOUS TO AND PARALLEL WITH ROAD SERVICE WHICH WILL BE OWNED AND OPERATED BY THE SOUTHRIDGE HOMEOWNER'S ASSOCIATION. STREET SETBACK TO GARAGE 20-FT(LOCAL) 20-FT(LOCAL) 20-FT(LOCAL) L6 6.36' S75°06'37"E L18 110.54' S17°17'53"E C4 184.71' 233.34' 45°21'22" S41°15'50"W 179.93' RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD THE LAND GROUP, INC. Oo 00 L7 79.42' N14°53'23"E L19 21.67' S32°o6'19"W C5 420.42' 1050.50' 22°55'49" N58°57'49"E 417.62' SURFACE DRIVEWAYS FOR ACCESS TO EACH INDIVIDUAL LOT. 8. ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA COUNTY STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 15-FT(LOCAL) 20-FT(LOCAL) 2.2. AN FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY CONTACT: TAMARA THOMPSON (PLANNER) L8 150.70' N61°29'03"W C6 288.12' 1047.00' 15°46'02" N38°26'04"E 287.21' BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL INTERIOR REAR YARD LOT LINES. DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS SIDE SETBACK 5-FT 5-FT 7.5-FT/STORY CONTACT- JASON DENSMER, PE (ENGINEER) CONSTRUCTION L9 90.36' Soo°48'16"W C7 393.88' 1044.50' 21°36'21" N20°56'21"E 391.55' 2.3. AN TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL CONSTRUCTION. BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THE SUBDIVISION, EXCEPT WHERE NOTED REAR SETBACK 12-FT 15-FT 15-FT CONTACT: PHIL HULL, RLA (LANDSCAPE ARCHITECT) L10 118.75' S61°29'03"E C8 320.04' 375.00' 48°53'57" N85°56'02"W 310.42' OTHERWISE. 9. LOTS IDENTIFIED TO BE COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S Project No.: 116165 z L11 150.79' S72°20'41"E C9 14.24' 320.00' 2°32'56" S62°45'31'E 14.23' 2.4. PORTIONS OF LOT 15, BLOCK 2, LOTS 1, 8, 18, 24, 32, &44 BLOCK 3 ARE PROPOSED TO PROVIDE A ASSOCIATION. STREET LANDSCAPE BUFFER 20-FT(COLLECTOR) 20-FT(COLLECTOR) 20-FT(COLLECTOR) CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance: 12-20-2019 BLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION,THESE LOTS WILL PROVIDE A BLANKET 462 E. SHORE DR., SUITE 100 Project Milestone: Preliminary Plat L12 10.00' s86°31'43"w C10 46.42' 320.00' s°1s'42" S68°11'20"E 46.38' UTILITY EASEMENT. MAXIMUM BUILDING HEIGHT 35-FT 35-FT 35-FT EAGLE, ID 83616 Preliminary Plat L13 188.54' So3°28'17"E C11 276.34, 230.83, 68°35'29" N37°54'29"W 260.13, 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. PH: 208.939.4041 E o L14 159.58' S56°31'59"E C12 316.45' 200.00' 90°39'20" N83°12'27"W 284.46' Project Overview 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT �E E C13 389.27' 300.00' 74,20,421, N0014212611w 362.53, AT THE TIME OF RESUBDIVISION. C14 140.75' 150.00' 53,45,48" S09°35'01"W 135.64, m 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF ppi C15 129.34' 1 150.00' 49°2412" No7°24'1TIE 125.37' MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. Oil See Sheet PP2.2 ..�iiiIlll Legend: 0 = W Z O / 7,407-SF r �\ ` B3 L22 / B4 L09 / PROPERTY BOUNDARY \ \ \ / 5,000-SF / i � � 5,800-SF \ ` so h - - / B L J / \ ` / R/�, y L LOT LINE / 3 05O, / r r 5,000-SF B3 L23 i l i / _ �� l R/W RIGHT-OF-WAY LINE WWF I 7,329 SF / rr r / J / B4 L \ V / B3 L04 ` / ` / � / 6,o0C - - - - - - - - - EASEMENT LINE 5,000-SF B3L24 � B4 L07 \ ` 5,000-SF / , / , < , �- - - - - - - - - - SETBACK LINE 51000-SF / / � BLOCK NUMBER B3 L03 / ` / i i r0 ` / B4 L22 / / \ Bi L10 \ \ rrr r' r� 5,00o sF > / // �r / ` / ° \ 5,00o SF 1 L03 BLOCK AND LOT NUMBER \ \ 6,625-SF ' r \ / ` B3 L25 �� ` / p^ \ 5,000-SF IO i B4 L06 ` / ' ` LOT NUMBER 5,000-SF B3 L02 � � /� \ � � � � / rr j� y � \ / B4 L23 5,012-SF � / ` � ` r' � � � B1 L09 ` `y ` / ` 5,000-SF / � B3 L26 6,625-SF rr \ �� \ //� � 5,000-SF ' / r' 64 L05 �5,000 SFB4 L24 r \ B3 L01-, B3 L27 ` �tT o r / \ AREA 2 B1 L08 \ 7 r o r / "� /� PARCEL s / \ \ so, r ' o r \ S1223233670 /h \\ \ '� SF 5,000-SF rr �o r B4 L04 a / V 6,625-SF � 9 r � � V � / � � CABRA CREEK LLC / ' '` r 5,000 sF / g4 Ll rp, V�VA ' r r \ ✓ , �\ / r /' / A A V / ` l 5,000 131 L07 B4 L03 r� D• / \ �♦ / hD / \ \ 6,625-SF y B2 L12 \\ �p`L V r r / r B p r r 5,000-SF / \ , < N, 5,000-SF 5,012-SF / r / � � \ � r' / � B4 L26 � � r -- r' A A / ,' / r / \VA \ AREAS \ \ B1 L06 V A / �� ry v B2 L11 v v v / o�/o� v v B4 L02 o v 6,625-SF \ �� ,' ,' \ 4 829-SF V / \ 5,000-SF / ` ` i AREA 1 / A \ \ 62 L14v O v B4 L27 rr \ / i , A \ r A \ \� V A \ / i / ,' jJ B2 L10\V A / �� / A V A 4,369-SF 5,000 SF r / B1 L05 \ \ / , A V A p / v Vv '0' �zz / \ , A A 4,829 SF \ 6,625-SF 62 L 5\A \V // r � Y �� , y / r Ke ma \ r yo 'B4 LON < B4 L28 � � yp rr ,' B2 L09 4,443 sF r rr �c�' sF 5, SF r Scale: NTS / 000 r / A V B1 L04 \ \ // / A A 4,829-SF 6,625SF �Q' '�\\V B2L16 \� \ mowA \ \ / /5 <\ B2 L08 V\ \V % A\\\4,443-SF B1 L03 \\ \ // / / \ \ 4,829 SF V A 0<O/ / r rr 65 L13v v r' rr y A / �' / \ VA \ � � A V A 5 r / y V B r r �'� „ w w 6,625-SF \ \ \ "� / \ \ \ r 6 4,827 SF \ ` \ ,� � B2 L17 \ / ,� 4,443-SF �9,223 SF I/ B2 L07 4,\82 9-SFB1 L02 A 5L12VA V � / B7 L� � B 4& 6,625-SF < B2 L18 \ 610 4443-SF 4,677-SF w B2 L06j r 4,829-SF \ V / �� n A VA V / r' VA \ / / A B5 L15 � \ B2 L19 B5 L11 v v v / o oti / v vv v 4,660-SF v �` V A \ 4,443-SF \ ,' V A / A 'p, - / B2 L05 \ V 4,677-SF \ \ \ / \ \\4,829-SF \ \ � / /^ \ \ � B2 L20 B5B12LO L1\6 4443SF 4,790 SFB5 L10 \ /�B2 L04 O r 4,677-SF 4,829-SF r w\ , \ V Gj r r B2 L21 \ r N, V\ B5 L17 B2 L03 \ � 4,443-SF �' \ \ \ \ ?"/ ' / A V 4667709 V A V A \ r / PARCEL / 4,829-SF \\ \\ �� \ \\ \�\\ >� i iI \\\ \\ p`L 4,790 SF O r r \ / \ \ r B2 L22 \ / v / g M \ 5,592-SF \ �, \ \ VA \ �� . A B5 L08 v B5 L18 v v r /'bv v �9,224 sF S1223233950 G \ v B2 L02 \\ \\ \ < A \ 4,443-SF \ V v \v v v v vA v / rr v v 5,3oo-S v v JEWETT FAMILY LLC �6t \ \ \ B2 L23 VA \ 7/1 > / \ \ V 0 \ 4,790-SF O� i A N i 4,677-SF \ 0 \ \ \ V A VA 4,443-SF \ / \ \ \\ / ,' i' B6 L11 \ \ V A B5 L07 \ \ A B5 L19 \\\\ r vv � NOT-A-PART � -' � �,, / � �� � ` vv > ,' � ,- /, /-�,, ,' ,' � 5,300-SF B2 L24 \ \ \ O \ \\ \ / \ \4,790 SF O , r / \ \\ / CD / i' / \ 4,677-SF \ V / ��/ \ \ r / 01 CD PARCEL / � '� B2 L01� \ VA �� j VA V v \v / �' vv v v v CO) S1223233920 ��-� y ,� O A B5 L06 n A V A v / B2 L25 \ \ \ \ / �1, B5 L20 / r B6 L10 v / v v ADA COUNTY �,D. � �c \ SF \ \ / D / \ \ \ \ , , \ HIGHWAY DISTRICT 4,s77 sF \\ \ / \ v CD 7,233-SF / , / S, A 5,300-SF \ B5 L05 VA > / \ \ \ CD \ / / \v / �/ y , \ V B5 L21 \ \ / �' o 1? r' A v '4,o B6 L15 4,677-SF \ \ / b� \ \ \ \ ABC r' \ B6 L09 A V A / v v < VA V A �/ \ \ 4,790-SF \ r �' \ 5,300-SF V / \ 5,800-SF 4,677-sF \ \ � �� / / \ \ 135 L22 4,790 sF V ' / / y B6 L08 B6 L16 B5 L03 ' � VA \ / gyp vr0✓ \ , C2 477SFC3 B5L23CA L3 ��j \ / 1 \ \ \ 4,790-SF ,' \\ \ / �.� / � / ■ B5 L02 \� \ \ VA A O i �y �V B6 L07 �o EP i \ Q►� v 5,966 sF \\ \\ i 5 \ \\ B5 L24 VA\\ / / v v 5,300-SF B6 L17 r ■ ti ti r b`� \ \ \ \ / �' ,� / A VA � � � 6,573-SF � r 4,790-SF CO. \ \\ \ \ / // \ \\ L25 V�\ B6 L06 \ //gyp \ ---- \ / B5 / \ \ ,e r ti� V \ \� / 5'3 - - - 153' B10 L03 �QQ`` � \ \ VA 4,790 SF V � .�• r A\VA V \ \ 1`o B6 L18 i Q 214,852-SF Q`' � G 135101\ \ \\ ,' ' \\ \ / 6,366-SF B5 L26 A \ / '�� % A B6 L05 SF �� 5,300-SF 6,903-SF \ - - - ---- -- 14,6 V / A B6 L04 \ \ 5,300-SF \ \ / c,�4/ B6 L19 o \ ��� \VA\ \ u 5,8o0-SF 1 \ 10 �, / � v v 66 Loa v v / _ - R/W - Line TableCOD o PARCEL �� V �� / / \ \ 5,30o sF \ \ / h�j - - - z w e° / A S1223233905 \ v / \ \ ' I SEGMENT LENGTH BEARING WALKER TERRY G \ V �� ,� / B6 L02 V� \ / ' Cl) 136 L20 33' w LO L2 30.00' N25°08'21"E \ B13 L02 \ � � � yy� � 6,919-SF \\ \\ //�� � 5,800-SF � � BC-BC �_ O 0 (�' O L3 58.64' S89°16'08"E \ 11,753-SF \ �� �� B6 L01 - - - r'�o 38,817-SF �_ _ - -- � L5 231.1T N10°08'10"E ■ ■�am r C-6 L6 6.36' S75'06'37"E O= r 136 L21 ' L7 79.42' N14°53'23"E ■- Q L8 150.70' N61°29'03"W p� - - 14, L9 90.36' S00°48'16"W Q \ / L10 118.75' S61°29'03"E LU LU B1\ 3 L03 '�2,922 SF . i � --------- L11 150.79' S72°20'41"E U) � R/VW RAIN //\ / G' ------ -- - --------- L12 10.00' S86°31'43"W- -- - - -- - - Revisions 1 - ------ ----- O _ - - - L13 188.54' S03°28'17"E / WAmber-- d 1 AGENCY COMMENTS 1207------------ -- -- - --- L14 159.58' S56°31'59"E - -20 W Red Clay PI - -� - o _� 174 / ----- / / m L15 37.00' S37°52'47"E ti L16 70.00' S52°03'57"W PARCEL \ i / / � \ quo � - - - - - - - - � - - - - S1223234100 � w w - - - -- � - - - L17 34.82' S36°2T55"W WALKER DUANE L A 1B\3 L04 / / - - - - - \ _2 0 L18 110.54' S17°17'53"E CD / / Ln \\ L19 21.67' S32°O6'19"W 16,�26-SF B10 L04 B10 L05 B10 L06 B13 L05 B13 L06 B13 L07 B10 L01 _ ��s 21,205-SF 16,973-SF \ / / 21,054-SF I 14,941-SF 14,142-SF B10 L02 ` 16,971-SF Curve Table / � 18,096 SF 34,736-SF \\ - - - - - - L - - - - - - - - J \ w CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH L - - - - - - - - -� � � - - - - - - - - - - - - - - - - - - - \ / I I 33' -- - - - - - - - - - - J - -- - / BC-BC w - - J I- - - - - - --� L- _ _ . C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' 50' ' C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' I RNV I � � 9�,, 174' W - C3 25.41' 20.43' 071'15'53" N54°13'05"E 23.80' 107, 95' 125' O 280' C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' 94' 11 C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62. N89°7771W 1832.25' PARCEL PARCEL PARCEL \ Cs 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21' R8954830350 Val Vista , Val Vista R8954840140 R8954840130 \ PARCEL C7 393.88' 1044.50' 0211621" N20°56'21"E 391.55' ELTON CURTIS A NICHOLS SCOTT HASKELL I VOLGAMORE MICHAEL D \ R8954840120 Subdivision I Subdivision No. 2 I PRZYBOS STEVEN L TRUST C8 320.04' 375.00' 048°53'57" N85°56'02"W 310.42' J II C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' Project No.: 116165 C10 46.42' 320.00' 0081842" S68'1112011E 46.38' Date of Issuance: 12-20-2019 3 C11 276.34, 230.83, 068°35'29" N37°54129"W 260.13' Project Milestone: Preliminary Plat T, C12 316.45' 200.00' 09019'20" N83°1212711W 284.46' Preliminary Plat E o C13 389.271 300.00' 074120142" N00142126"W 362.53' Area 1 g C14 140.75' 150.00' 053°4548" S09°35'01"W 135.64' 0 50' 100, C15 129.34' 150.00' 049'2412" N07°24'13"E 125.37' q Preliminary Plat - Area 1 PP2 ,A HORIZONTAL SCALE: 1" = 50' Oil Legend: 0 = PROPERTY BOUNDARY W Z O - - LOT LINE = ate R/W RIGHT-OF-WAY LINE I - - - - - - - - - EASEMENT LINE - - - - - - - - - SETBACK LINE `�L BLOCK NUMBER 1 L03 BLOCK AND LOT NUMBER s1h LOT NUMBER � � AREA 2 PARCEL / \ \\ / / - - AREA 3 S1223223010 \ CABRA CREEK LLC \\ �\ I AREA 1 � PARCEL / C8 S1223212615 \ SOUTHRIDGE FARM LLC / I I Ke ma Y p: Scale: NTS 0 0� �- 0 E=mom W ro 0 6„pal B1 L21 / / � �� 0 EP ` 81474-SF B1 L20 ��� / / / B1 L22 / /� �q, Fp o B1 01 8,882-SF �\ - - 8,241-SF v p����� 40, 47 SF \ o 4�fr I l PARCEL I / v v A v / r v B1 L23 // /� v Fp- O v 4c 0 Sg„ l _ S1223212760 / / 1 - F v �a� 33 8, 59 S CABRA CREEK LLC .EMERGENC Y ACCESS // B1 L19 � i o � � \ /// / / /'� � JFp o � RESTRICTED TO EMERGENCY c 8,487-SF / __ / 61 L24 / \ a �,", \ \ / / 8,195-SF / / \ \ PARCEL VEHICLES ONLY. METHOD OF / '/ RESTRICTING TRAFFIC TO BE ; r� ,moo / / 0 �� / I S1223120955 1 AS APPROVED BY MERIDIAN FIRE. \ - o ' \ // / Sg \ o Q v� I SOUTHRIDGE FARM LLC �000 a 11g' B3 Ly1 Sp \ \ / // B1 L25 / / \ \ ,A \ J Q 5 441 SF 8,156 SF 0 = CIO �� Moog v� w SQ O ° B1 L26 / z � I rr8 8,162-SF B3 L13 I �� o >°� / / / F 0 !Q B1 L18 // / / I Q I 8,122-SF I I 8,236-SF I I �� v / Bi L27 / / v �FA O �. � \ \ / 8,141-SF 0 \ =' �� B3 L15 6,051 SF \ +� \ - - _ 116# - _ - - I I I ;� h� B1 L28 8,141-SF / \ - - - _ B1 L17 I I - - - \\\ / I \ � �rn I 1 1 I 6,000-sF � I - 1 � � B � �. 2 � / ry �r' FP o • I 7,571-SF I I j 1y � • v / / / / 0 B3 L16 14,3�1 SF ��h / Bi L30 PARCEL I L � � ' r - ' I I o �� \ 8,158SF 3J 0 0 \ \ ■� I - - 5,800 SF I O EP S1223233670 B3 L11 _ ��10' 33, FP o \ \ ■CABRA CREEK LLC � I - 1 i I - II � I B4 L14 1 � �`, 20' '� � \ / / Bi L31 / \ � o \ l FP 10, l - ' 6,000-SF I I - - - 6,613-SF I � / / � 8 , l i L I I I w O v v/ / 8,158-SF 4 0 V ■ I / B1 L16 / - I / \ / 7,245-SF / 'L - - / M 63 L17 I L - I M I �� // / / O / 38' l Q _ J 5,800 SF Q 11p _ _ - / B1 L32 I IV - I L / - I / / y i I �•- \ �! � � \ \ / / 8,158-SF 1 l Q i 11 I' 41 r. l B4 L16 - _� / / / B1 L33 / v - y B3 L10 - 0 I I _ 1 B4 L13 I I 7,515-SF 8,158 SF / y / / / 5,soo sF I I / / 6,000-SF I I / B1 L15 / / ` � / �/ / B3 L18 _ _ I - - _ o 7,283-SF / i l '\ - �\ - J 5800 SF / j y r/�fl' // / B1 L34 \� / I a \ 3\965 \ / 11,389 SF B3 L09 -1 � i B4 L12 I B4 L17 1 / i v �� Cc 116, s,000 sF //�/ / B3 L19 so, ; 5,800 sF / / 6,00o sF I ; I B7 L13 o A\ J �I I L12 l / l I I B1 L14 i v / 5,800-SF r0'� I 7,003 SF I � - Line Table CD 7,324-SF / / �\ 33, 1 W 63 L08 � - � - l 1 BC-BC 1 / h �_ - � I � i' �� ��� I ' - - B4 L11 / l r - _ I 1 r \ B1 L35 SEGMENT LENGTH BEARING Q 5,000-SF / - 0' / / B4 L18 i ' - -� B7 L15 �� 8,357-SF I L2 30.00' N25°08121"E l 5,800 SF / cc L U v B3 L20 h 6,000 SF I 1� L / I 7,1315E I - o / 5,000-SF / r - / - / B7 L12 �� I r,i I L3 58.64' S89°16'0811E O B1 L13 i / i \ � � l i l i / ,� J l - \� \ � \ 6,100SF / ^ l i II o Y/ _ - - - - - J r ■o J L5 231.1T N10°08'10"E ■� O , r B3 L07 � � � 1 r � / � 0 � � � � _ 06 7,370-SF / / ` l 1 N0, l cn - / / - r0� y - - - I L6 6.36' S75°O6'37"E S0, 5,000-SF - = B4 L10 / 11a / _ CC B3 L21 i i / 5,800-SF / / B4 L19 � 1 - _ 1 i 50W '3 I I L7 79.42' N14°53'23"E p / h/ / Q / �\ / B7 L16 / R/W o I ' ■ w - � 6,000-SF 1 � i / \ 5,000 SF / 5 Q I m w J 33, r � � � � r i � � / 1 0' I � L8 150.70' N61°29'03"W V41 / r BC3 / \ / 1r0,\ / / / 6,300-SF / R/yy a W B1 L36 d z / r B3 L06 / / B7 L11 33' CID I r• Q l\ - l L9 90.36' S00°48'16"W / / BC BC 8,143 SF / 6,100 SF O 1 I w Cn W 0 B1 L12 5,000 SF / / l �0, •� / i� / 3 o I L10 118.75' S61°29'03"E Ir w / 7,407 SF D ` Q r�' - l / - 0' 80 / - I y B3 L22 B4 L09 h / `C i \ \ 1 BC-3 - I I ~ w 5,000 SF / i / i ` 5,800-SF / / •` J / / -- - - - I 130' L11 150.79' S72°20'41"E B4 L20 �Ib � � / / 6,000 SF _ - - NMID EASEMENT B3 L05 a B7 L17 / - -- - - L I � L12 10.00' S86°31'43"W I Revisions 1 �r / y B7 L10 L13 188.54' S03°28'17"E 5,000-SF / � >'(/ / � � � � � � � � � / / � 6,300-SF . ---- w / 6,100-SF / / B8 L B3 L23 , / n, � / / L 9 ICD 1. AGENCY COMMENTS 12-07-20 33, r B4 L08 h � 0 � / / , I i 1 � �- �- L14 159.58' S56°31'59"E / ' �■ I� �,oq� / IIIII�O im � /� � ; ,� �_ r ■ / 1 s o r �7i \ 7,329-SF / r r / J / B4 L21 / - / a/ 8,288-SF -° I L15 37.00' S37°52'47"E QV A r' B3 L04 / b / - a / I I L16 70.00' S52°03'57"W 6,000-SF / II - J 1 L17 34.82' S36°27'55"W \ \ r v 5,000-SF / v� r � � / B7 L18 / / � r , B3 L24 i / Q B7 L09 / B4 L07 / / i / 6,100 SF 6,300 SF / RAW �' rrr L - - - - - - / / \ r r r / D• \ 5,000 SF / ` �r 1, ` l / �j • ____- r - - - - - - I L18 110.54' S17°1 T53"E \ \ \ \ �0 i \ / � � \ � \ ��`1' / / �121 B3 L03 / / r0 l^ B4 L22 1 h- l l a St I I L19 21.6T S32°O6'19"W \ rr r 5,000SF \ � / � \ ,f \ � � � l SO' � � � / v B1 L10 v r rr r v v Z / 5,000-SF \ \ 6,625-SF ' / \ � \ / B3 L25 / / \\ / ---,- B1 L38 I I �� / \\\ / r �r / �� / ^ \ \ 5,000-SF B4 L06 �p /� \ 33, / B7 L08 \ , / i %' --- I oo I m 1 I I / \ \ / \ � / r / � / / B7 L19 co I 9,241-SF ` 5,000 SF / / , _0, BO,B ` 6,300-SF / ry1' I vo B3 L02 / \ i 0 / 6,1 00 SF / I i See Sheet PP2.1 See Sheet PP2.3 _ Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' C3 25.41' 20.43' 071°15'53" N54°13'05"E 23.80' C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62' C6 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21' C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55' C8 320.04' 375.00' 048°53'57" N85°56'02"W 310.42' C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' Project No.: 116165 C10 46.42' 320.00' 008'18'42" S68°1 112011E 46.38' Date of Issuance: 12-20-2019 3 C11 276.34, 230.83, 068°35'29" N37°54129"W 260.13' Project Milestone: Preliminary Plat R ts C12 316.45' 200.00' 090°39'20" N83°12127"W 284.46' Preliminary Plat E o C13 389.271 300.00' 074°20'42" N00142126"W 362.53' Area 2 g C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' 0 50' 100, C15 129.34' 150.00' 049'24'12" N07°2411311E 125.37' q Preliminary Plat - Area 2 PP2m2 _'o HORIZONTAL SCALE: 1" = 50' Oil ,,dgdhm,.-See Sheet PP2.2 0 = L12 � � � , � Legend: / - / / � � _ / o N y J I rn �I __// 6,100SF - _ �0, ` l i i - - I J \ PROPERTY BOUNDARY / B4 L10 � `� ' � � r8� CIO - - - I B4 L19 i �' r l / 50' \ I Q� 5,800-SF / / y \ / R/W LOT LINE 6,000 SF / �O / B7 L16 / 5p, �i I n,o / B7 L11 / 6,30o SF / % R/(y 33, B1 L36 6,10o-SF / l BC-BC = 0 8,143-SF CD R/W RIGHT-OF-WAY LINE B4 L09 i r�, l / \ -41$� BC-BC - 5,800 SF / B4 L20 i - - - __, / f I - _ �� ,T, \ - - - - - - - - - EASEMENT LINE / h ` 6,000-SF / i l J / j I C.- _- v v I 130' RIO B7 L17 / - - NMID EASEMENT / y / B7 L10 l 6,300-SF / �I C I - - - - - - - - - SETBACK LINE 6,100-SF / / � 4 L08 0' / L \ / ;- /- MlIll\- - ; i B8 L01 I I BLOCK NUMBER 8,288-SF + I J1 L03 BLOCK AND LOT NUMBER / I PARCEL I� , B4 L21F / i /� / - I N 1 \ I 0 S1223120955 LOT NUMBER � � / B7L18 / i � \\ r i I J I � 1 B7 L09 ` 6,300-SF / R/W _ - o I ` �2_ SOUTHRIDGE FARM LLC- - 0 06,100 SF / \ _ __ - o Southrid e to 121'- / / l r l �� ; , nC,a ,' I I o � g B4 L22 / co v �r� t _� I I I o o \ 5,00o sF 50, , o Subdivision � B1 L38 � � � ---- - I I ,�' �' \ I 3� ;/ // B7 L08 \ 67 L19 �' I� I 9,241-SF I \ / l v0� i BC�BC 6,100 SF 6,300-SF I �o / B4 L23 C o / / AREA 2 r J / I W J, \ / 5,000-SF • BiL41 125 itil B7 L07 / B7 L20 / B1 L43 7 3,816 SF o / - - / v / / / T I I I / �► o EP-� \ < 6,100 SF \ 6,300 SF / 7,057 SF / I B1 L39 'N v 5,000-SF � r v �� v _ r �► r � � / � � � I I / EP 9,254-SF PARCELCP \ ,, / ,� -- - ��o ° S1223131320 \ 0' ; / \ \ , / w _ - - I / o \ ENDURANCE HOLDINGS C \ AREA 3 B4 L \ \ i■ Bi L67 \ B7 L06 v / 67 L21 w 5'- - -- - - - ' \ 5,000 / B1 L44 30 _ - - - - / o AREA 1.\ 6,100-SF 6,300-SF '` / -155 -I 339,V16- 4R� / 7,057-SF / r v I B4L260 ,r \ \ \ \ \ / / / \ \ / � \ _ co r / vh� v v �r�, r � r � � � � �v / � � �, � � �� I � I B1 L40 / v / v co I 11,431-SF I B1 L60 5,000-SF � r r v v v r r � � v � .� .� � � � �`Q \ F,oy � 3� �P co�� ■ B7 L05 / I I 17,691-SF / / \ F ��.�'oeoo o Keymap. B7 L22 , i � � �� � 6,100 SF / 6,300-SF / / B1 L45 I I I - 0'` / \ / / \ w o ����5� \ Scale: NTS r \ / / --- - - - - '� 'L27 r \ \ 7,057-SF L -162'- 00-SF rr / v / \ \ I I / B1 L61 / - v Sheet Notes:// \ \ 15,373 SF S� ° ■ B7 L04 / / B7 L23 s/ i l v v v v v I o o \ l l o �� 1. THE PLACEMENT OF THE HOME ON THIS LOT CANNOT BE 6,100-SF v / v v v �Q A / / // / V ` DETERMINED AT THE TIME OF PRELIMINARY PLAT SUBMITTAL. r r v 6,300-SF Bi L46 \ \ Fp'o o \ \ \ / / / / / \ ? ° SHOULD THE LOCATION OF THE HOME REQUIRE A"HOSE LAY" 7,057-SF / A\ I F ?p EP ,/ A\\ V 61 L59 A V A / / //�/ \� ° / EXCEEDING 150 FT FROM THE NEAREST POINT OF FIRE TRUCK B 33 y v / / V I EPA- =EP \ 10,104-SF / / \ \ \ ACCESS THE END OF THE SHARED DRIVEWAY TO REACH THE ' / rr / B7 L03 \ \ i \ \ ' ABC r0 \ \ \ / �`� \ - - J \ \ \ \\ I �� / \ � ° MOST-REMOTE PORTION OF THE STRUCTURE,THE HOME SHALL BE / 50' INGRESS EGRESS EASEMENT \ \ o _ _ -/ // \ ° / PROVIDED WITH RESIDENTIAL FIRE SPRINKLERS, OR AS OTHERWISE /0' r r' B7 L24 r \ \ \ / w INSTRUMENT NO.107123370 55 _ \ - N / .o \\ r , 6,100-SF � � r / v 6,300-SF / / \ \ \ \ J \ / \ \\ B1 L58 \ \ \ ✓ / \ /�// B1 L62 Z�z / APPROVED BY THE FIRE MARSHAL. / \ 47'61 L47 V A7,821-SF / A / / / 11,863-SF o / B7 L02 \ / / \ r � r \ / / ! Q� B1 L57 \ \ / �1, ce 1� v r r J0, v w I �p� V 10,725-SF V A \M � r `v / / �6 A / � 6,100-SF � B7 L25 � � / co/ , �Q \ r - � \ \ v PARCEL / v 6,300-SF / r , / v v v / � v A A� 3 N \ // / S1223142010 ��� \ /`� v / r' / ,' / v v v �c��`` / v \ ✓ 26, r I /% // \\ �� ° �� CHALLENGER 4&t B1 L48 v // v\ � � /gyp/ B1 L63 \ DEVELOPMENT INC / 14,144-SF ° �O 7,057-SF / / � \ \ / / �' - � / v v ` B7 L01e. � B7 L26 � r' ,' rr0, v � / / , � � �/ / � � 98'✓ �ti - o � �\ � � � � F,o 6,300-SF / �r ,' v v v / ��/w w v Southrid e 5F \ r / B1 L56 \ / \ v' o g 9,815-SF 6' `L , \ / \ W \ / r � W W \\ � � � � � \ Line Table / \ \ , s \ Subdivision � r/ rrr / 61 L49 J w ✓ w \ V A / �� V �� ° SEGMENT LENGTH BEARING r v v v v / �' v `v 6Q N o V L2 30.00' N25°08'21"E / rQ, r r 7,057-SF / i \ ■ i ■ B6 PARCEL \ \ L3 58.64' S89°16'08"E CV 5,300-S / / 4 B11 L05 S1223131250 0. V A\ �A,,224 SF �� ' / �A A / / B1 L55 ,' rr / I I= 1 RICE JOSEPH R \ L5 231.1T N10°08'10"E � A \ V / A � �--- r � � � � � �r r 11,215-SF I I B11 L06 V ` �� A - \ �` r / B1 L42 / 9,727-SF / r v v A \ y L6 6.36' S75°06'37"E \ \ ! I I 13,669-SF \ �-0 A\ / 4' / A / B1 L50 66,785 SF / r / \ \ B1 L64 V .o .off / '' / vv \ r0 v . a �' o L7 79.42' N14°53'23"E � B6 Li 1 v v � v � 8 7,o57-sF / � � - - _ _ rr / I I \ 2s,ns-sF � = 5,300 SF / / \ \ O \\ / '� \ W I L8 150.70' N61°29'03"W CA 143'\ B6 L14 \1c, W 1 L 43� - - - - - - - J1 1 \\ ` \ \ \ o L9 90.36' S00°48'16"W 6,545 SF / / v �, \ /- -CD I - - - - - - O \ -o o L10 118.75' S61°29'03"E y \ �/ h`1' / \ r � l -- - - - - - - \ / \\ \\ / r ' \ \ \� w ✓ \ W 1 8,929-SF I O / - - ` - \ \ i J I L11 150.79' S72°20'41"E 0 B11 L04 1 i o L12 10.00' S86°3143W B6 L15 �9 r r - - - - - - 10,073-SF L13 188.54' S03°28'17"E -143 I 1 1 B11 L07 \ i a rn / \ \ • L14 159.58' S56°31'59"E ■ 5,800-SF ' r rr0 w � I � - - - - - - - CD / \ rr r V A 1 I I 13,647-SF \ \ % i Bi L53 I1 L15 37.00' S37°52'47"E L - - - - - - / A / /' r' / \ V 1 7,892-SF - - - - 1 L16 70.00' S52°03'57"W ■ � \ 6L16 \\ 1� r �!�► � � B9L07 \ ./� I i i � - - - -- - - - - - - - -- - - - __J � � a a o v v v 800 SF 6,089-SF _- -- 1 -- - - - - - - - - - - - }$g o L17 34.82' S36°2T55"W - - _ - - - 1 B11 L03 1 v I L18 110.54' S17°1T53"E / r B1 L65 L19 21.6T S32°O6'19"W v r 10,103-SF B6 L17 v � r' / v v v / C I i i I I 1 B11 L08 / / l l o B9 L06 \\ / \ �� B1 L52 1 1 1 I 1 12,997 SF / r' p r / 19,843 SF 6,573-SF ' rrr 1y� \\ 6,089-SF `� �p w I 7,878-SF 1 1 I / rr gyp° l --- --- --- --- - - j - - - - - - - -- / � mime -142'� I -- - - - - r �r �`�8�� \ / , B6 L18 / B9 L05 V v v / / I I - - - - 1 - -- - - -- - - --156' Cc r ' / v v v / Q Q o Curve Table / 6,089-SF V / � � � � � � � � �� 1 B1 L51 1 � I � 6,366-SF / / I B11 L02 1 / �� \\ `Q CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH O � B9 L08 8,137-SF I 1 - I B11 L � � � 1 I � 10,608 SF �� 1 09 rr0,_ \ \ /� 38,776-SF \ _ j 1 1 I 10,797-SF / B1 L66 o C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' p \ N /� \ O ____ - 1 i 1 1 / i / 14,232-SF ♦ C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' Q _ -143'J o I ' B9 L04 \ \ \ \ 435'-_- -- -- - -- - - -� L - - - / / / C3 25.41' 20.43' 071'15'53" N54°13'05"E 23.80' CD B6 L19 p 6,089LU -SF / v v �Z�� B11�L01 - - - - _ -- �35� / M o C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' c 5,800-SF � / B9 L09 --- '--___ i I w -" _147_ � � r h � O I N / r' _ / ° / C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62' -„{ 50' - - - J 6,248SF � � Q o ■� ■� T� R/W 110'- - \ \ l i m-- ♦- - -�------------- -------- ----- ----- - \ w � c� �/ 0 C6 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21' 06 O J _ m p O W Rio De Plata Dr -� p C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55' Q B6 L20 I B9 L03 - -w / \ 9g� ------ -- - - ----- ■� O ------ ' / C8 320.04' 375.00' 048°53'57" N85°56'02"W 310.42' W - 33' 6,089-SF I 65 65 65 24' 5,800 SF Q BC-BC - - - - - - - - - - IAI _-____ _ C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' Z L - - - J I I I \ \ B9 L10 / i R' Q) -- - S89°02'41"E 212.71111 1 11 C10 46.42' 320.00' 008'18'42" S68°11'20"E 46.38' O w 0 110'- LU 3,710-SF - - - - - - \ VA 7,344 SF / 33 I I - - 143' 11 u LC \ \ l BC, Q - - - - - - 11 *- 11 C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13' BC 143- - - - - - - - - - c> B9 L14 III B9 L13 I B9 L12 I \ / / I _-_- CA B6 L21 i i B9 L02 � I I \ \ , , I I r 1 ll ---------- C12 316.45' 200.00' 090°39'20" N83°12'27"W 284.46' I o I 7,105-SF I 7,105-SF I I 7,105-SF B9 L11 V / B10 L13 - 5,800-SF 6 089-SF I I \ ti I I I C13 389.27' 300.00' 074°20'42" N00°42'26"W 362.53' Revisions 1 - - 6,999 SF \ \ / i 14,990 SF I _ B10 L15 I _ 0 - _ - - - - - 14 110, - - - - c o \j \ l i �� 13,483 SF B10 L21 i I B10 L23 - - W w C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' 1. AGENCY COMMENTS 12-07-20 - - 001 r r o `��9\ ♦ 10 L1 12,271-SF - - L_ - - - -r L- - - - _ _r 12,271-SF 10 L2 I C15 129.34' 150.00' 049'24'12" N07°24'13"E 125.37' B9L01 r - - - - - - - � o r p 4,5 -SF I 4,49 sF I B10 L29 LO / err, Q / y 4 _ m 12,366-SF 0 / 141'1 3 3' - � r - - - - - - -- - 143' - - - A m erwood Dr - - - W Timberwood Dr - p -/' � � '�\ J I I � I I I _ - - - ---- '� Dix / B10 L16 co B10 L20 o I B10 L24 B10 L30 o 12,102-SF i i 12,272-SF I 12,272-SF � B10 L28 15 15' \ 22,050-SF o - � r- - - - - - - - - - - - 15' 15 I - - - - - - - � � - \ \ 12,859-SF c- ED o l \ \ I - I \ Southridge o - \ L -_- -_ _ _ I I I I \ ' III III III III j \\ B10 L12 - - - - 140 1 - - - =J L-_ -- - - - __ - J L -_ -- - - _ - - - - Subdivision III I I I \ I F- - - - - - - - - - -143'- - 0 1 - - - - _ _ /� 34,187-sF 1 i I r- - - 43' - - -- -- - I I I - - -190' - - - - - � No. 4■ B10 L06 I I I I I I \ \ M a PARCEL B10 L07 I B10 L08 B10 L09 B10 L10 \ \ \ O° S1223131620 16,971-SF 16,969-SF 16,967-SF I I B10 L11 I ENDURANCE HOLDINGS LLC 1 1 I I 16,965 SF 16,963 SF \ \ \ SEE SHEET NOTE 1 0 ' III 1 1 I 19,794 SF \ \ i i SEE SHEET NOTE 1 l o SEE SHEET NOTE 1 SEE SHEET NOTE 1 o oD 10 17 B10 L1 u' I I I I T \ \\ '- 1 22,378-SF I 22,742-SF I 10 25 B10 L27 / - - - - � I L - - - - - - - - I L - - - - - - - - I L - - - - - - - -- I L - - 22,710-SF I 29,026-SF / - - - - - - - - - - - I L - - - - - -- -- - - D ' h� Project No.: 116165 f� 94' 94' 94' 94' 136' 127' 154' / Date of Issuance: 12-20-2019 158' 158' 172' 70' L19 o Project Milestone: Preliminary Plat a ' 7 PARCEL N89°02'56"W 712.19' - ts PARCEL R8954840110 / �]` Preliminary Plat ' R8954840120 / HOLDEN NATHANIEL I \ PARCEL PARCEL / Area 3 E PRZYBOS STEVEN L TRUST \ R0548010325 R0548010450 / o g / PARCEL GARDNER DUSTIN E / PIERCE GEORGE A R0548010300A / Preliminary Plat - Area 3 Val Vista Subdivision No. 2 / ABERSTEFAN Aspen Cove Subdivision / / 0 50' 100' PP2m3 HORIZONTAL SCALE: 1" = 50' if_,o . . . Zoning Requirements. PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 QDQ DIMENSIONAL STANDARDS: R-8 ZONING DISTRICT R-4 ZONING DISTRICT R-2 ZONING DISTRICT 0 n 4' * p ���� ■ ■ ■ Z O 0 n�nn nn MINIMUM PROPERTY SIZE/ 4,000-SF 8,000-SF 12,000-SF ■■■`■ • • Lr17�J� DWELLING UNIT(IN SQUARE FEET) • f MINIMUM STREET FRONTAGE 40-FT 60-FT 80-FT • INEEM STREET SETBACK TO GARAGE 20-FT(LOCAL) 20-FT(LOCAL) 20-FT(LOCAL) i STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 15-FT(LOCAL) 20-FT(LOCAL)c-c ' • I / SIDE SETBACK 5-FT 5-FT 7.5-FT/STORY REAR SETBACK 12-FT 15-FT 15-FT STREET LANDSCAPE BUFFER 20-FT(COLLECTOR) 20-FT(COLLECTOR) 20-FT(COLLECTOR) MAXIMUM BUILDING HEIGHT 35-FT 35-FT 35-FT • �4f# ID n • ♦i p o o � • ♦� ■ ■ ■i► — — Ole RIW _R •••�� ♦♦ ♦ ♦ p o o 4E ZONING DESIGNATION (TYP) ■�'• Raw � ♦ G3�� C��0�40�]C� • � ��■ EXISTING ZONING BOUNDARY (TYP) R/W �• ♦ �� pG30pO�C D MEN ♦ � Gt3� � pGt30pO�C�D ♦�� � Gt3�� pGt30pO�CD - PROPOSED ZONING BOUNDARY LaDLQ • � I -7 77 � 0 LaDLa C�OMC�]4� QM4 Preliminary Plat Proposed Zoning Summary HORIZONTAL SCALE: 1" = 160' Nome \ / \ Cc y J LU �j nn o cc o C:) � o = Q �� / �� ■ w o O � Q wcc pGti]LQ�C CO3 a ULU Revisions 1 1. AGENCY COMMENTS 12-07-20 RIW R/W PHIOE Q3 / / Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat a Preliminary Plat E Zoning & Phasing E ��o Preliminaryaq3 Plat Proposed Phasing Summary PP3HORIZONTAL SCALE: 1" — 160' ��o