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CC - Pre-plat �E IDIAN APPROVED Vicinity Map: 0M DATE: 12/06/21 FOUND ALUMINUM CAP FILE NUMBER:FP-2"21-""ss NW CORNER SEC. 23 _ CP&F No. 111026808 FOUND ALUMINUM CAP I-8� N 1/4 CORNER SEC. 23 FOUND BRASS CAP 15 [14 CP&F No. 110088910 -BASIS OF BEARINGS- NE CORNER SEC. 23 22 23 CP&F No. 107153515 W. OVERLAND RD_ wa a - - - - - - - S89 14 56 E 2652.36' 14 N89°19'41"W 2661.73' 14 13 0 - - - - Overland Road - - - - - - - - - - - - - - 23 - - - - - - - - - - - - oc V/ 2 24 •w ;*tr.a,a LU w PARCEL , _ Cam_ �� Not-A-Part , Southridge `� z CABRA CREEK ILLLC of A Part � I Apartments Not-A-Part PROJECT `�-�..., I ---- -- - - � I I LOCATION �`� \mil __----- !r0 140'RIDENBAUGH CANAL EASEMENT PER INST.No.800640 I I I I !8 � W.VICTORY RD w . / C I _ L6 \ 9 PARCEL ---- -- / S12DGEFA15 B1 L21 SOUTHRIDGE FARM LLC I ---- ------ -- PARCEL / B1 L20 B1 L22 I / ---- FNot-A-Part '- 61 L01 \ �o �s6q° \ ors9 F 3p S1223212760 � ! B1 L23 3 • - - - - - - - - - I CABRA CREEK LLC g1 L19 Rom, \ �o Project Summary. B1 L24 PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3 NORTH, B3 L14 B1 L25 ��� CIO l RANGE 1 WEST, B.M. CITY OF MERIDIAN,ADA COUNTY, IDAHO `\� PARCEL 1�* /Gji B1 L26 \�a' 411 i S1223120955 - I 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) I B3 L15 B1 L28 \ \� \ Not-A-Part I PROPOSED ZONING: R-2 OF ±22.25-AC jB1 L17 B3 L12 q� R/� B1 L29 AV A R-8 OF ±63.02-AC B3 L16 �YFv�h• B1 L30 \ \\ \\ TOTAL LOTS: 284 (INCLUDING 29 COMMON LOTS) B1 L16 B3 L11 B4 L15 'h`ry soh B1 L31 \ \\ \l� TOTAL UNITS: 254 SINGLE FAMILY LOTS / B3 L17 S% B1 L32 I \ I I 1 t A Part I FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN PARCEL B3 L10 o - - ESTABLISHED FLOOD HAZARD AREA. S1223233670 B1 L33 CABRA CREEK LLC �� 'C B1 L15 B3 L18 B4 L14 B7 L14 B1 L34 1 J I C 1 ' I ! / I (SuthridW Subdivision No. 5) TOTAL COMMON AREA: 22.3± AC B3 L09 B4 L16 B3 L19 B4 L13 � B7 L13 I 1 L12 TOTAL QUALIFIED OPEN SPACE: 5.71 AC B1 L14 f I • 63 L08 B4 L17 � I B3 L20 B4 L12 B7 L15 A B1 L35 I M CA ACHD R/W � / B1 L13 B4 L18 B7 L12 = I J \ I Not-A-Part PER INST.No.108120052 B3 L07 g3 L21 B4 L11 I I .t `` I AA r B3 L06 B4 L19 B7 L11 B7 L16 D B1 L36 I 1 S1223131320 B1 L12 B3 L22 64 L10 // 1 ENDURANCE HOLDINGS IBC Sheet Index: CD 1 / Q 3► B3 L05 B4 L9 B4 L20 B7 L17 O. ! I �7 63 L23 B7 L10 B8 L01 I I �� SHEET SHEET TITLE 1 \ B1 L11 OO B3 L04 B4 L8 B4 L21 oc co B1 L37 i ` �r� _ C12 ��O' NUMBER I �� / B3 L24 B7 L09 B7 L18 W F I I I I PRELIMINARY PLAT B3 L03 B4 L7 B4 L22 ra/jC% 1 PP1 PROJECT OVERVIEW B1 L10 B3 L25 B7 L19 a s B1 L38 1 I c`a B3 L02 B4 L6 / B4 L23 67 L08 _ PP2.1 AREA 1 B1 L09 j� PP2.2 AREA 2 \\ / 63 L26 OO / B1 141 I I / \ B4 L5 B4 L24 B7 L07 B7 L20 B1 L43 .)L I j/ \ PP2.3 AREA 3 \\ B1 L08 B3 L01, B3 L27 � g4 L4 4� ea B1 L39 1 i / / �,\ca 130'RIDENBAUGH CANAL EASEMENT 1 I PER INST.No.800640 PP3 ZONING EXHIBIT 64 L25 ��� B7 L06 B7 L21 61 L44 / c - - I B1 L67 PP4 PHASING PLAN O \\ \ / B1 L07 B2 L12 B2 L13 r B4 L3 / g4 L26 y / I V o O I PRE-PLAT DETAILS \ I o 4 B1 L40 ` 6 \\ \ B1 L06 B2 L11 /\ ��j• B4 L2 / O B7 L05 B7 L22 I j / B1 L60 N PP5 ROADWAY TYPICAL SECTIONS �� Q B4 L27 •'C� / B1 L45 - - 1 `��° O 1 w \ \ / B2 L14 �p •C 61 L61 PRE-PLAT CONCEPT IMPROVEMENTS B1 L05 B2 L10 Bata • V B7 L04 B7 L23 / I ` I F \ PAACE PP6.0 OVERALL PLAN c \ 62 L15 Q B4 L1 B4 L28 o B1 L04 B2 L09 f B1 L46 / 50'INGRESS EGRESS EASEMENT 1 `�?�, \ S1223 010 z PP6.1 W.TIMBERWOOD DR STA 0+00-14+00 B2 L16 �� PER I.N.107123370 --� 61 L59 / n CHALLENGER y 1••' \ W \ le B2 L08 R ` B7 L03 B7 L24 PER BY I.N.2019-089220 ` / DE41ELOPMENT INC PP6.2 W.TIMBERWOOD DR STA 14+00-20+50 l R� \ 61 L03 / B2 L17 B5 L13 �14 R� y B1 L58 B1 L62 y RIW V A. A B2 L07 / @e v / .�O B1 L47 I PP6.3 W. RIO DE PLATA DR STA 25+00-34+00 - \ \ B1 L02 � \ B2 L18 B5 L12 B7 L02 B7 L25 � � �o= 61 L57 / .-. I PP6.4 W. RIO DE PLATA DR STA 34+00-48+00 \ \ �� B2 L06 / °�gi 1 / M rn \ B2 L19 B5 L11 / B5 L15 �� B1 L48 0�Q�� B1 L63 . I PP6.5 W. RED CLAY PLACE STA 60+50-72+50 co \ B2 L05 1�1 "' \ / hB7 L01, B7 L26 VO Q°����� o PP6.6 S. BORDER WAY STA 72+00-85+00 ,,, FF� B12 L01 \ B2 L04 B2 L20 B5 L10 B5 L16 9 CO Q�°��`° / B1 L56 i Z am ' \� R o = PP6.7 W. EVENING SUN ST STA 84+50-95+00 T I MA B2 L21 B1 L49 / PARCEL O o I !Q 62 L03 B5 L09 B5 L17 \ S1223131250 \�•+ ■y PP6.8 S. SUN DRENCHED AVE STA 94+50-98+00 z PARCEL \ B2 L02 B2 L22 �. \� B6 L12 B6 L13 Q�� RICE JOSEPH R i ■� S1223233950 \ B2 L23 B5 L08 / B5 L18 � / 61 L42 B1 L55 - B11 L05 g11 L06 B1 L64 .� I PP6.9 S. SUMMERSUN WAY STA 199+50-214+00 JEWETT FAMILY LLC \ B6 L11 B1 L50 9 PP6.10 S. HITCHING POST WAY STA 249+50-264+50 \ �� \ �j►. \ B2 L24 B5 L07 B5 L19 1 - _ C 1 PARCEL - - \ �j� 9 B2 L01 / B6 L14 - - - - co Qj' O PP6.11 S. COUNTRY VIEW WAY STA 298+00-312+00 �O S1223233920 Not A Part \ 6`p B2 L25 B5 L06 V B5 L20 66 L10 \ \ \ f I B1 L54 � " p H _ PP6.12 S. RIO DE ORO PLACE STA 402+00-414+00 y ADA COUNTY \ \ 'P *1 , B5 L05 I 0 B11 L04 i O HIGHWAY DISTRICT C1 \ \ ' �Q� �, B5 L21 B6 L09 B6 L15 ,Q, h, ` - - p B11 L07 i Z PP6.13 DRIVEWAY A&B STA 402+00-505+00& B5 L04 y J 599+00-605+00 L2 C2 C3 \\ \'\ 65 L22 B6 L08 B6 L16 B9 L07 61 L53 - - - - f �_ LANDSCAPE PLAN B5 L03 _ R/W L3 \\ \\ 65 L23 B11 L03 O L1.00 LANDSCAPE OVERVIEW \ \ 65 L02 �\� B6 L07 / B6 L17 B1 L52 ,Y B11 L08 B1 L65 O \\ V B5 L24 B9 L06 / �� R - - - - I L1.01 AREA 1 \ \ 9 B5 L25 B6 L06 / �' - - � L1.02 AREA 2 B10 L03 \ \ 9 \ B6 L18 B9 L05 B11 L02 \ /- - - - I L1.03 AREA 3 \ B5 L01, B5 L26 B6 L05 B1 L51 i V / � B9 L08 � B11 L09 B1 L66 O B13 L01 \ \ - - - - R PARCEL 0. G \ \ Q, B6 L04 B6 L19 B9 L04 O B11 L01 0 S1223233905 I ` 75'NORTHWEST PIPELINE R/W&EASEMENT \ B9 L09 � R/W o / PER INST.No.8235869 \ B6 L03 Q Nome mime WALKER TERRY G y+ 9 \ ,p I � R/W W Rio De Plata Or - - -- Cc O 2, \ \\ �' B6 L02 B6 L20 B9 L03 - - y0 B10 L14 a m R/W R/ RIw 1 B13 L02 ;00- \\ � \\ / B6 L01 I I B9 L10 �� 3 - - B10 L22R/W R S. I � S. Grfid Fork Way __ o � \ I B9 L14 B9 L13 B9 L12 \ I C O �y w \ B6 L21 B9 L02 i /W - s o z\ \ R 69 Lii \ y B10 L13 B10 L15 i I z B9 L01 y B10 L18 B10 L21 B10 L23 B10 LL26 - - �� B13 L03 �� \\ \\ �� R/W R/W I 610 L29 R/W \\ \\ R� R/W R/W I� - - I I LU - - -�- - - I I o PARCEL cc > - v v W Timberwood Dr o ` / \ I I 1 1 �- - - co S1223131620 }+ 6, R/W R/W ENDURANCE HOLDINGS LLC i �o R a \ R/W /W B10 L16 B10 L20 , � PARCEL O \ \� B10 L24 B10 L28 B10 L30 �^ I Cz O _ E cc a S1223234100 � B13 L04 \ \\ 610 L12 - - - - - - o f+ O O I �� � p WALKER DUANE L Q / i � Z I � J - \ Q� Q 0 / B13 L05 I B13 L06 1 613 L07 I 1 B10 L04 I B10 L05 1 B10 L06 I B10 L07 1 B10 L08 1 B10 L09 1 B10 L10 1 B10 L11 \ 1 1 1 ■� O Z 1 B10 L01 1 B10 L02 \ I 1 1 I I CZ ■� z O \ I w E \ B10 L17 B10 L19 B10 L25 B10 L27 �' �•+ �+ CO)y O ■� w 22I 23 O ■� y cn � - � �- �- / � ..mow 77� PARCEL PARCEL N89°04'17"W 1832.25, �� �� L19 =/ 1 Revisions FOUND ALUMINUM CAP R8954830350 PARCEL ° „ C4 W 1/4 CORNER SEC. 23 ELTON CURTIS A R8954840140 R8954840130 \ PARCEL N89 02'56 W 712.19 / � � 24 1. AGENCY COMMENTS 12-07-20 CP&FNo. 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. 2 / HOLDEN NATHANIEL I \ GARDNER DUSTIN E / PIERCE GEORGE A / � 1 � 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°08121"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°03157"W C2 30.77' 25.00' 70°31'44" S54°00'16"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°15150"W 179.93' RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD THE LAND GROUP, INC. OO Qo 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' 21,36,211, 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'o3"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 R BLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION,THESE LOTS WILL PROVIDE A BLANKET 462 E. SHORE DR., SUITE 100 Project Milestone: Preliminary at L12 10.00' s86°31'43"w c10 46.42' 320.00' 8°18'42" 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' S03°28'17"E C11 276.34' 230.83, 6s°35'29" N37°54'29"w 260.13, 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. PH: 208.939.4041 Project Overview E L14 159.58' S56°31'59"E C12 316.45' 200.00' 90°39'20" N83°12'27"W 284.46' 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT N C13 389.27, 300.00, 74,20,42" N00142126"W 362.53' AT THE TIME OF RESUBDIVISION. E m C14 140.75' 150.00' 53°45'48" S09°35'01"W 135.64' m E M 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF ppi C15 129.34' 1 150.00' 49-2412" N07°24'13"E 125.37' MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. dfE IDE% IAN- 0M APPROVED Q UATL 12/06/21 See Sheet PP2.2 � Legend: FILE NUMBER:FP-2021-0059 B3 L22 \ PROPERTY BOUNDARY W Z O 5,000-SF S0' i \ \ \\\ \ a / / - - \ J / / R/W / LOT LINE B L / 3 05 B4 L9 5,000-SF �� i 4,616-SF !- / B3 L23 i i 1Jp/\ M/ RAW RIGHT-OF-WAY LINE 7,329-SF B4 Loil ' ' B3 L04 � � / � �� \ / ` B4L8 ` - - - - - - - - - EASEMENT LINE ` 5,000-SF �,r/ 4,616-SF 4,937 B3 L24 �101� 5000SF - - - - - - - - - SETBACK LINE B4 L7 \ J / B4 L22 BLOCK NUMBER B3 L03 / L B1 L10 \ \ r' 7� 5,000 SF > / �\ ter,f %r %r r�o \,616 SF \ 4,937-SF 1 L03 BLOCK AND LOT NUMBER , \ �J V A\ 6,625-SF / / A / B3 L25 LOT NUMBER B3 L02 \ \ J / / j ` B4 L6 B4 L23 \ 5,012-SF > / / r ��� ,616 SF 4,937-SF B1 L09 A V '`g, ' o / B3 L26 Z" ' ry / /� -- 1 F „ 6,625 SF 5,000-SF 64 L5� B4 L24 4,764-SF > \ ' 170 / 4,937 SF \\ B3 L01� �tT ' o / h / y / AREA 2 B1 L08 \ r B3 L27 r o r c v PARCEL �� � \ \ \ so/ ' :1 SF \ S1223233670 /�,� / V v 6,625-SF 9� v5,00o sF / ��o�oo, ' B4 L4 CABRA CREEK LLC '� // \\\\ / �� / ' Q7 0 r 4,620-SF \ ' B4 15 \ rr B1 L07 V A� / 8� /' / \ w ` 6c \ r B4 L3 �/ r �• / `� V A 6,625 SF 1y \ B2 L12 v B �; �, r / o 5,012-SF \ 220-SF �/r �,� �r7� �4,734-SF B4 L26 / \ V � / �' ' A \ / o BC, , 4,950-SF r � rr V A / r / / \ \ \ tim --- BC / �� � � / `0`' � � � � � / r AREA \ B1 L06 V A / �' '� B2 L11 v v v /�� �,,'� v r B4 L2 / / / / / \ \ \ �� v v / / / �� 1141 �0� / ,� AREA 1 6,625 SF , / A\�A 4,829-SF V A\ �� \o �� \4,770-SF B4 L27 r' r \\ / v�v vv v B2 L14 v v �� v /��o / 5,072-SF < \ �� / \ 4,369-SF B1 L05 B2 L10 \ V / �� / v \ / \ \ \ ,-- / 6,625-SF '2�% � , / V829-SF A � \ \ V � � � � � r \\VA V j ��' B2 L15\-,-' 9C,BC V �o B4 Li\ v B4 L28 Keymap• \ / , V A 4 443-SF �� � SF \ 5,400-SF r Scale: NTS / / i V B2 L09 V A\ / \ VA ' / r r / A V B1 L04 \ \ / ' �' / A A 4,829-SF 6,625-SF \ / A VA v v B2 L16 A � V v v r Y w \\ \ / �' i' \ B2 L08 V�\ A\4,443-SF \ O B1 L034,829-SF \ , A VA v v B2 L17 vA v v / �� r v B5 L13 v B r / \ \ 6,625-SF V / ��' �' A \ / V A \ i 6C , xo \ 4,827-SF 4,443-SF \ / �9,223 SF 28 B2 L07 \ V / A VA �' / v v ��•� ---' e��� �� \V B1 L02 V� \ // // \\ \\ 4,829-SF VA\ / s, B5 L12 vA v v v B7 L \ 6,625-SF \ / i i ] / V A\ O \ V A B2 L18 v / �y r v v ° �o / �� v 4&e 6,1ot i 4,677 SF \ 6s /6L \ B2 L06 A V A 4,443 SF \ �j� / / A V A V / V �� ��� \ \ 4,829-SF \ V / �� n A A \\ , A \ / A B5 L15 \ �A \ - \A �i \A V A ✓ 3�/ \ \ B2 L19 A �� �v B5L11vv v / o o`ti/�v vv 4,66osF v�y ` \\ \ \ \ 4,443 SF \ ,' r \ B2 L05 � \ V gyp, � v 4,677-SF 4,829-SF C B12 LO 3��� �� \A \ \ p� / \ \ B2 L20 A \ / ,' VA \ / v B5 L16 v v \ \\ \ B5 L10 \ \ /�, \ B2 L04 \ \ \ �\4,443 SF \ 0 ,' \ \ / \ 4,829-SF \ 03 , / 4,677-SF B2 L21 B5 L17 / B2 L03 \ \ \ 4,443 SF / / p p�L / \ 4,790 SF � \ \ \ V 65 L09 V A v v v r sr o / 4,829-SF \ \ / g°� / \ \ \ > / A A 4,677-SF v PARCEL A / A V \ / A VA V A \ V c�� ,' B6 L1 v v o A \ p6 / B2 L22 \ \ / B S1223233950 W B2 L02 \\ \ \ \ \\\ \ / �i' \ \ \ 4,443-SF , , f , 5,300-S V \ 3 0, �& B5 L18 v v v v / M JEWETT FAMILY LLC \ `i \ B5 L08 5,592-SF \ � \ \ \ \ �A,224-SF \ \ / / \ \ \ \ \ 4,677-SF \ \ / �R / \ \ 4,790-SF N 62 L23 \ \ / / \ VA \ \ VA 4,443-SF \\ \ / \ \ V A\ / ' B6 L11 \ NOT-A-PART ��' \ \ V B5 L07 VA `\ ; , . / A B5 L19 VA V / �'� ,' v 5300 SF G' \ 'l`° B2 L24 VA / \ V A �`1 / A A \ v / A 4,677-SF \ V / 0�/ V A 4,790-SF \ ,' i / A / / CD 4,443 SF r A \ Q� PARCELo o �'� 62 L01� B2 L25 \ '� AA \ \ / B6 L10 \ / \\ y S1223233920 � � � � \ \ � ,�P �O \ B5 L06 � \ \ \ � � o, sF \ / / \ \ \ \ / o`L \ \ B5 L20 \ \ / r� \ ADA COUNTY �Q �' \ �� V 7,233-SF \\ ��/ ,' �- ,� / \ VA 4,677 SF \ \ U�` // V \ 4,790 SF \ � Sp, ,' / V A 5,300 SF \ // \ HIGHWAY DISTRICT \ \ S \ V A \ VA B5 L05 V\ \\ i� \ \VA\V / a� / vvA 4,677-SF \ \ / pa \\\\ B5 L21 \ V / 8��� �� V A ho/ v B6 L15 4,790-SF V ' C \ ,3 L09 5,800-SF 5,300-SF V / V A B5 L04 VA \ \ \ \\ \\VA �ti v Vv 4,677-SF \\ \\ / o / ! \ \ 65 L22 \ // �' �' � \\ vA v v vv • > < \ \ \ �/ \ \ 4,790-SF \ i' / r' Ij ~ B6 L08 B6 L16 \ x1p/ O L2 r P� -- / / '9 \ B5 L03 V\ V A VA \\\ 5,300-SF V A u/ 800 SF v r C2 C3 � i � G' � � �p �� // \ VA 4s77-sF \\ \\ /�p �0'� \ \ B5 L23 L3 �.� \ �_v / j / \ \ \ / 5 / \ 4,790-SF \ \ / \\ \ / 1 / \ / ■ � 65 L02 \\ \ / \ VA A '�O ry �V B6 L07 5,966-SF \ \ / A \ \ i / V / B6 L I f \ \ / A \ 65 L24 VA \ / ' �' / A A 5,300-SF V u / 6,573 SF r ■ �� 4,790-SF � B6 L06 v -- ��� (bV w V �� A/ � / 4,790 SF - - - 153 - B10L03 Q��o. \ // \ VA \ '�'�� \\ V V`� \ B6 L18 i \ 214,852 SF ���Q�� `� B510 \ � \VAA\ � i' �►� �� j � AA \ / / A 6,366-SFCOD SF A B5 L26 \ \ // • %o A B6 L05 \ \ - ' / A 5,300-SF 6,903-SF \ � �� � i < 14,6� � / A B6 L04 \ \ / / cc 5,300-SF \ \ / h�/ B6 L19 ° A �' �' \\ \ \ 5,800-SF i i I C) C0� �� vo B6 L03 v� v v / - - -- - - - � 50' _ � DC PARCEL / �' \ �, // \ \\ 5 300-SF \ \ / _ - - R/W Line Table - -- - - S1223233905 � � \ � � ��� ,�' \ \ �, / I SEGMENT LENGTH BEARING � WALKER TERRY G V �� � �' �' ,' // 66 L02 VA \ / E0 I B6 L20 33, L2 30.001 N25°08121°E w B13 L02 V � �� �1 6,919 SF \\ \ / 5,800 SF BC-BC cc \ \ / L3 58.64' S89°16'08"E O 11,753-SF 38,817-SF - -- L5 231.17' N10°08'10"E ■ ■ � � � � / �� � � I � L6 6.36' S75°06'37"E 0 Z B6 L21 L7 79.42' N14°53'23"E ■� 0 cs i w w w w LO 5,800-SF L8 150.70' N61°29'03"W J - OG \ w - - - -- j L9 90.36' S00°48'16"W Z 0 OLU L10 118.75' S61°29'03"E uJ B1\ 3 L03 _ ' - I L11 150.79' S72°20'41"E C U) 2i ---------------------------- L12 10.00' S86°31'43"W �2,922-SF / � , �55 � \ / \ / ° - L13 188.54' S03°28'17"E Revisions A R/W ° \ / / / WAmberwood 1. AGENCY COMMENTS 12-07-20 L14 159.58' S56°31'59"E -� �-M m - ° � � -� � � � - - - L15 37.00' S37°52'47"E W Red Clay PI / m ' 174' �, L16 70.00' S52°03'57"W PARCEL / - - - - - - - - � G \ Np r - - - - - j - - � - L17 34.82' S36°2T55"W _ _ ' L18 110.54' S17°17'53"E S1223234100 A / / I 118'- - - - \ r WALKER DUANE L A 13 L04 // � � � � � � � I A � � � � � o � o I / // CD A V °*° L19 21.6T S32°O6'19"W 16,�26-SF r I � i � \ I B10 L04 B10 L05 B1O L06 B13 L05 B13 L06 B13 L07 610 L01 _ 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 - - - J \ w III I CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH - - - - - - - - -� I � - - - - - - - - - - - - - - - - - - - - � �' \ / I 33' - - - - - - � I �- -- - / FBC-BC w - - - - - - -J I I- - - - - � - � 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' R/W I � �, 9�, C3 25.41' 20.43' 071°15'53" N54°13'05"E 23.80' 174' 107' 95' 125' 10 0 280' C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' 94' C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62' �'' N89°04'17"W 1832.25' PARCEL PARCEL PARCEL \ � C6 288.12' 1047.00' 015°46'02" N38°26'04"E 287.21' R8954830350 Val Vista , Val Vista RS SCOTT HA R8954840130 \ PARCEL C7 393.88' 1044.50' 021°36'21" 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' I I ' 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 C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13' Project Milestone: Preliminary Plat C12 316.45' 200.00' 090°39'20" N83°12'27"W 284.46' Preliminary Plat E C13 389.27' 300.00' 074°20'42" N00°42126"W 362.53' Area 1 g C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' Preliminar Plat Area 1 0 50' 100' C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.37' y PP2ml HORIZONTAL SCALE: 1" = 50' ��o d f E IDES IAN 0M APPROVED Q DATL 12/06/21 Legend: FILE NUMBER:Fa-zozi-ooss PROPERTY BOUNDARY LOT LINE = ate R/W RIGHT-OF-WAY LINE I - - - - - - - - - EASEMENT LINE ` - - - - - - - - - SETBACK LINE ��i BLOCK NUMBER 1 L03 BLOCK AND LOT NUMBER LOT NUMBER AREA 2 PARCEL { AREA 3 S1223223010 \ CABRA CREEK LLC RE � � AREA 1 � PARCEL / C8 S1223212615 / / \\ SOUTHRIDGE FARM LLC / Ke ma { � Y p: Scale: NTS 0 0, �- 0 / { E�� pro o Q Ep o JL6 _ - - - - _ pp� 0 l8 oy o \ \ / / 0 \ Bi L21 / / \ \ 0o I 6,,pl EP \ 81474-SF / B1 L20 A �\ / / / B1 L22 61 011 8,882 sF \\ \� _ - 8,241-SF // F� �F 40,47-SF / 52' / / / / �� `�� 6qo _ PARCEL I / _ S1223212760 / /// r4 \ / // B1 L23 / / \S F,Q o cr��a' �rSgF 33 I l � '�' � 8,159 SF CABRA CREEK LLCSS �'�� / // Fp° � { .EMERGENC Y ACCESS / B1 L19 � i o � � � // / / � � JFp o RESTRICTED TO EMERGENCY // 8,487-SF / _ / / B1 L24 I VEHICLES ONLY. METHOD OF a / a,� '/ \ / 8,195-SF / \ o PARCEL RESTRICTING TRAFFIC TO BE I ,moo\ / // J o o� w { / S1223120955 1 w AS-APPROVED BY MERIDIAN FIRE. o ' /// / J Sg J \ �o �Q SOUTHRIDGE FARM LLC °°°°°° 11g, w i l 63 L1 Bi L25 / 5 4� / / 8,156-SF / / � � CIO ° °°°°°°°°oo og$gog°°°°° y I / / / � �tV�Q ° °°° 118, ° / ° °000� / B1 L26 / / 0 I eArft rr l M / B3 L13 I �� Bi L18 / / 8,122-SF �/ �� / 8,236-SF / / �� `� / / B1 L27 / e l / / l 8,141-SF B3 L15 116' i l - - J 6,051 SF - � o B1 L28 / �7 _ / �z - 8,141-SF I _ B1 L17 / / 6 0o SF l - _1�7, ���V � //21 // 4y p 0 - _ w CO 7,571-SF � `"� I B3 L16 I - "' ����7 / B1 L30 o \ \� ■� }� PARCEL l w l I" - J l 5,800-SF I s \ O 8,158-SF / / 3 p .� \ \ _ o /S8' �� / / / � �0 { V C> S1223233670 _ /� j - 115, l - J � / / �� \ j _ 33 0 V ■� CABRA CREEK LLC l - - i l / _ _ - �110, / / Bi L31 - \\ \ B3 L11 1- - - _- _ B4 L15 � � � �� � � � � l l � FP 10, l ; �0' i 6,000 sF / - - _ / l 8q� o A / B1 L16 22,058 SF O �� / 8,158 SF / / / / / A ■� / 7,245-SF / �� L _ _ 3 B3 L17 i l/ l l / \ l 38 / L \ l i Q % � _� �� � J 5,800SF Q Nw \ -� '� \ � � / 61L32 41 � � / / / 61L33 B3 L10 _ co / j 6,000-SF - 11p� �� + / - - , y / B1 L15 / / � � � // � / B3L18 / - �� - � � �/ / / / f 7,283-SF / i l i 5,800 SF / �� �. / B41L1 110 �� // // / B1 L34 �\ / ,6 6 S / _ / 1� 3 965-SF �� ,, A / 11,389-SF \� B3 L09 B4 L16 y 6,000-SF / i / i l L ` 4,937-SF co i \ i L1 2 �o l 16 L / / so' B4 L13 _ 1 / B7 L13 Q o B3L19 / 1 � � i B1 L14 i ' l 5,800 SF i 4,616-SF / - J /� 7,003 SF `� o o `� i { a / / o�� Line Table o 7,324-SF l �� 33, /10 / B4 L17 10 L , ,� / ` `� l i / B3 L08 / B�-OC l J i / y - _ l `� �26 I SEGMENT LENGTH BEARING Q / l pro- L 4,937-SF / 0- _ _ - J l , B1 L35 I J \ L 5,000 SF / B4 L12 _ / io i - / B7 L15 / \ 170, �,: / B3 L20 i i L 4,616-SF / l \ J i l l / 7,131-SF / `� 8,357-SF I I I L2 30.00' N25°08'21"E cc LU O / 5,000 SF M / p B7 L12 I L3 58.64' S89°16'08"E B1 L13 i / B3 L07 r QF / B4 L18 6,10o sF / �� / �� -- - - - y / \ / j / / J C o J L5 231.1 T N10°08'10"E ■ ■ / / � � � � / B4L11 � � � � 4,937-SF / � � � � � � �� �� Yr- - - - w 06 � 7,370-SF / No / / - - L6 6.36' S75°O6'37"E S 5,000 SF 1 / c Z/ / 4,616-SF / Mr / Cp / / R1W r�c B3 L21 � `� / � Q L7 79.42' N14°53'23"E ■ 0 v 5,000 SF / v w / rro, / �' / � 67 L16 / � � � / � � / � � / � 50' / I I 0 � mp 1 L8 150.70' N61°29'03"W � J B3 L06 l i i l J l B4 L19 r�0' �� B7 L11 6,3oo-SF / Rrty 0 33, CD B1 L36 I I Q_ L9 90.36' S00°48'16"W / �r� / B4 L10 L 4,937-SF / ,� 6,100-SF / / p i BC BC .� 8,143-SF w C) v� \ 33, o L10 118.75' S61°29'03"E / B1 L12 i i 5,000-SF / 4,616 SF / �� l l i E / 7,407-SF IV: / B3 L22 ly}�, �� l �� B�.BL w 7J W // / 5,000-SF / / b / J / � �` L11 150.79' S72°20'41"E � 2i / p \ J co / _ -_-_- - - m 130' S0, i l / B4 L20 r10' i l / �O Q. L12 10.00' S86°31'43"W w / / B3 L05 l R/tiv / B4 L9 B7 L17 NMID EASEMENT /l �\ �y�/ / % \ \ ` \ \ 4,937-SF C* // B7 L10 / 4 // �/ / C L13 188.54' S03°28'17"E Revisions 1A 5,000-SF �QQ 4,616-SF l i 6,300-SF Q B3 L23 / r l l 6,100 SF / /33, B8 L 1. A EN Y MMENT 12 7-2 / 1 r0 M l L14 159.58' S56°31'59"E G C CO S 0 0 0 MkoUb 00 rils M�w mw�iilllllll imi-, 7,329 SF / r / \ J l 0 / � / B4 L21 \ r1Q l i \ l 8,288-SF ° L15 37.00' S37°52'47"E 63 L04 / l i B4 L8 Q l i i L16 70.00' S52°03'57"W V r 5,000-SF 4,616-SF 4,937 SF / r �� / / �• � / rr rr r � � i ry � � l l � � � i l � � / B7 L18 / / r B3 L24 - _ _ / 0 \ / / / / B7 L09 6,300 SF / R'W r L17 34.82' S36°2T55"W 5,000 SF / i rr / v v l l �� ----' - 6,100-SF r L18 110.54' S17°1T53"E B3 L03 J / /� \ \ \ / \ \ 0 1 l ^lr- / (� 1-1 r 121 _ L19 21.6T S32°O6'19"W / r / B4 L7 B4 L22 l y h /� / �ar \ ' 5,000 SF / \ 4,616-SF ' 4,937-SF Sp l �� / ram _� ' I o I I B1 L10 �� / rr ��'� � � / B3L25 � � ��PI /70'� � � � l � / R1W / � � � / � � / B1L38 / o r ------ h 5,000 SF / 3, // B7 L08 / B7 L19 / c°Oo 9,241 SF m� � B4 L6 / BBB 6,300 SF B3 L02 / �/ / B4 L23 rr,,, / 6,100-SF / I e See Sheet PP2.1 �� See Sheet PP2.3 curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 111.191 50.00' 127124'36" N82126142"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 420.421 1050.50' 022°55'49" N58°57'49"E 417.621 C6 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21' C7 393.88' 1044.50' 021°36121" 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 C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13' Project Milestone: Preliminary Plat C12 316.45' 200.00' 090°39'20" N83°12'27"W 284.46' Preliminary Plat E C13 389.27' 300.00' 074°20'42" N00°42'26"W 362.53' Area 2 y C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' Preliminar Plat Area 2 0 50' 100' C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.37' y PP21 HORIZONTAL SCALE: 1" = 50' ��o APPROVED See Sheet PP2.2 0 = DATE: 12/06/21 r\\ , \ \ ,/ B7 L12 , - I I m m Legend: , _ � , / O o iM O rIIENUMBER:FP-2"21-"oss / \ ` ` ` N - - - - - 1 I / �4" , �� � � / 6,100-SF / y J j0, ; l PROPERTY BOUNDARY B4 L10 "' i 1 0, - B4 L19 1 I I Q 5,800-SF y RAW I - - LOT LINE / �/ s,000 sF O / / B7 L16 / so, ; �� �� / v i _ / 67 L11 / 6,3oo-SF / i R/yy I 33, i �'t B1 L36 d- I \ \ \ J 6,100-SF / l i BC-BC = .3 8,143-SF I ~ I \� R/W RIGHT-OF-WAY LINE B4 L09 / i `C 1r33, 0, / u' , y� BC 3C = I \ 5,800-SF / / B4 L20 • i / - CD �� rn \ - - - - - - - - - EASEMENT LINE ` / h 6,000-SF / ; i / I 130' B7 L17 / - NMID EASEMENT � - --- \ C B7 L10 6,300-SF / _ C I - ,/ / CD \ \ \ M y./ 6,100 SF / K LINE / / B8 L01 1L 0 r � � / e i � I � - - - - - - - � BLOCK CNUMBER goo s� 1■ � 1i�- w ow- / 2�i�Sfi I ■ r �� B4 L21 /a / - 8,288-SF w w PARCEL 1 L03 BLOCK AND LOT NUMBER , / 6,000-SF / _ Sf / / / / I J I I C12 S1223120955 LOT NUMBER \ B7 L09 B7 L18 / , % o I SOUTHRIDGE FARM LLC 6,300-SF / �, R/W - - - - 0 0 l y 6,100-SF / ���' r --- - - - 0 / �/� l a ---- -121'- - -- I a B4 L22Southridge 5,000-SF So- , , , ` Subdivision l R/W / B1 L38 / r � 9,241-SF I -� No. 5 33, / B7 L08 B7 L19 %/ % l � � , BC, r � 6,300 SF / r l �r1' I -oo / B4 L23 0 BC C 6,100-SF o AREA 2 1 - / � -_ _ D 5,000-SF /B � � A ' B1 L41 1125'- B7 L07 / B7 L20 // B1 L43 7 3,816-SF I I / EP 6,100 SF 6,300 SF / 7,057 SF / I B1 L39 I / 5,000-SF r l � / � r r � / � - � � 1 / � � \ \ d ��EP � � _ i� 9,254-SF w / � A /h/ � � � �� ��3� � / � w I / �� �t�Q �FA . PARCEL /co / `1X0, • / �l / O ° S1223131320 �' AREA 3 B4 L� \ 0, / \ l \ i , i l W .i _ - - I B1SL67 / �►� / / 1 ENDURANCE HOLDINGS C rr / B7 L06 � / B7 L21 � i i l � 30' � 5- - _ - 5,000 0 / 61 L44 - -155 - 339,V16-S1 � / /� o V AREA 1.A 6,100-SF / 6,300-SF / / 7,057-SF / 'Q B4L26� 0' rr � � � /co / � � � i �•� i � � 1 61 L40 5,000-SF rr ,v / �� �/ 11,431 SF II I� ��' / B1 L60 // A\ �� � �-�Q���p� B7 L05 �•i / 17,691-SF \ F � o`b� o Keymap. 67 L22 r r ,o 6,100-SF 6,300 sF / / B1 L45 I I I _ 9 0'` / \ / / V o ����5�� Scale: NTS L27 7,057-SF / I _162- „ _� �� o 00-SF � r / � / � � v � � � l / � � � �, �\ � � � .� � � � o � o � / / B1 L 1 \ �F � o cP r rrr .. .� / \ \ / �/ 6 \ \ Sheet Notes: B7 L04 / r � � � 15,373-SF � cS�� O � ■ / I / / o �' 1. THE PLACEMENT OF THE HOME ON THIS LOT CANNOT BE B7 L23 � so, , � � � V o o \ ,� r , r 6,100-SF 0 r ' 6,300-SF RiW W \\ ��CQ \ l l / / \ �p \\ DETERMINED AT THE TIME OF PRELIMINARY PLAT SUBMITTAL. B1 L46 \ w \ F'° \ \ \ l l / / / \ J `',� o SHOULD THE LOCATION OF THE HOME REQUIRE A"HOSE LAY" 7,057-SF / v v I F �?P °Ep / A\� \V B1 L59 A \ / / ///// \ o / EXCEEDING 150-FT FROM THE NEAREST POINT OF FIRE TRUCK 1 EP =EP \ 10,104-SF ACCESS (THE END OF THE SHARED DRIVEWAY)TO REACH THE ' / r' / B7 L03 j v � �Bc r0' / �`O v - - -� / o ° MOST-REMOTE PORTION OF THE STRUCTURE, THE HOME SHALL BE ,0 rr / \ / 50' INGRESS EGRESS EASEMENT \ w 55 \ N / F,o / 6,100 SF / B7 L24 / / \ / w INSTRUMENT NO.107123370 _ _ _ - \ \ _ - -� / / \ \\ PROVIDED WITH RESIDENTIAL FIRE SPRINKLERS, OR AS OTHERWISE 6,300 SF / / / \ / \ \ B1 L58 \ \ f� / APPROVED BY THE FIRE MARSHAL. A / // 61L62 / o r / h 7,821-SF 47 \ B1 L47 V v / V A \ \ / / /� 11,863-SF / / \ <%, 7,057-SF o� / r B7 L02 \ / / ram, rr ,' r / / ! \Q� B1 L57 \ \ / �L 00 I r r 0 \ 10,725-SF \ c; 6,100-SF � � B7 L25 � r r � � � � � /�co/ , \ _ \ / / \ PARCEL 6,300-SF / rr rr / / ���� v V A� �� , N // / A F� o S1223142010 �� v / v F / � � /�\ \W � � \ ✓ � 26 , I I /j / \ � o � CHALLENGER o A / DEVELOPMENT INC O� \\ / h`''/ \ // r rr / B1 L48 > ` `� / \ \ \ \ � � 6� __ / \ //�6D B1 L63 \ \ o u \ 14,144-SF A ' 7,057 SF v v B L01e. B7 L26 v 0 �' r rr0, v / / / / ��8'✓ p`L �> �\ i� �� '° s/ SF w \ V 6,300-SF / �� rr / \ V / ��/w w / B1 L56 V�� �� ----------__ \`� A / i \ Southridge , � ice' � � ' � / � � 9,815-SF 6 �L ` > \\ O Subdivision Line Table y. B1 L49 r / / �,o� `� \ j !� �o SEGMENT LENGTH BEARING / 70, rr r 7,057-SF / / / +� r� Q� \ No. 3 L2 30.00' N25°08'21"E T \ \ r rr l \� / r I 33 PARCEL \ � � B6 L1 � B �\ � , / r � � / / � � , r � I I �G j, \ \ L3 58.64' S89°16'08"E N ��v 5,300-5 v 14,,224-SF / r / v v v / `a B11 L05 ��' S1223131250 0 o 0. V r / v �A / �O / B1 L55 rr r' /' I �" I \ RICE JOSEPH R \\ L5 231.1T N10°08'10"E \ \0. V � � 11,215-SF I I B11 LQ6 � �� - \ � r / B1 L42 / 9,727-SF / r \ \ y L6 6.36' S75°06'37"E v B1 L50 v � � r r / �� � � \ B1 L64 a) B6 L11 V A / ,� / \\ `� y� 66,785 SF / \ o L7 79.42' N14°53'23"E 7,057-SFCD 28,779 SF 5,300-SF / / A \ \ �� O \\ V / /� �� _ _ _ _ l i / I IV �� �Q V A _ _ � � I � L8 150.70' N61°29'03"W / v y v f' - _ - 43' V B6 L14 \y \ V A /,� I - i � - - - - - - - �I \\ �� �� \\ o o L9 90.36' S00°48'16"W Q� V A / G> V 6,545 SF �� ��' �� A / /� L10 118.75' S61°29'03"E v v v / / v v B1 L54 /w -1 - - -- -- - -- - ��ww CA / \ \ ' �' \� \ w I / - - 64' -- J I I L11 150.79' 72°2 '41"E 8,929-SF O A V i S 0 33 \ i / i c L12 10.00' S86°31'43"W �-, B11 L04 Bc-BC I I \ V I ■ B6 L15 10,073 SF L13 188.54' S03°28'17"E 0 _143' ; I I I B11 L07 zip \ �� a rr, L14 159.58' S56°31'59"E ■ i i w � / \ 5,800-SF r 1 ,V A - - i I I I 13,647-SF \ o \ i 135- - - I I L15 37.00' S37°52'47"E / vv L I B1 L53 _ - - _ � � �6 L16 \ � , ' \ \ \ I 7,892 SF I - - - - - - - - -- -- - -- - - - - - - -J I L16 70.00' S52°03'57"W \ g/ , B9 L07 _ _\ I - \ \ I _ _ ' 1 I -- - - - - 9, - w W L17 34.82' S36°2T55"W ,800-SF � i i rrO \\ 6,089-SF � � - - - -- - � ' - - 143' L18 110.54' S17°1T53"E •� v v / 46 I -- B11 L03 / � I I I / ' / B1 L65 / L19 21.67' S32°06'19"W 10,103 SF � ��/ ��`� � I � I I I � I B11 L08 / / / / � o B6 L17 , i v / "' I I I I 12,997-SF // r o ' / / a Q� �' C4 B9 L06 \\ � / `� m�' ` I B1 L52 I i I � 19,843-SF 6,573-SF r � � �► ' �7�, \ 6,089-SF `� �O w I 7,878-SF I 135'- ' i o ft / �► A --- _ _ - - - _ / r �•� - -- ---- --- -- I I _ _ _ - - - - r i AA / J V � 4 a / \VAV /,� � v � I j- - - __142'I -- - - -- - - _ - - -_�__ - rrv � // - - ---- / o l lr / A A / �� ✓ . �I I ---- - - I B6 L18 / B9 L05 v vv I I / / �� / w Curve Table Cc 6,089-SF I B1 L51 I I I / % ' � / v� / �� CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH o 6,366-SF � / _ / / � B11 L02 I l r , '` �A v / B9 L08 I 8,137-SF / \ / d / 10,608-SF ry I B11 L09 / O '� r10'_ \� \ / 38,776-SF \ I j I I 10,797-SF / / B1 L66 > o C1 111.19' 50.00' 127°24'36" N82°26'42"W 89.65' p _/ Cd /� \ O I I I / // 14,232-SF / •♦ C2 30.77' 25.00' 070°31'44" S54°00116"E 28.87' J _ -143'� i I I i Q o B9 L04 '� o 435' - -- -- - - - - _I L - - - - l i i / / / C3 25.41' 20.43' 071°15'53" N54°13'05"E 23.80' W B6 L19 1 l \ rry - - - - -- -- - - �35� / cc O 6,089-SF I T _ B11 L01 - - -r47-- / / C4 184.71' 233.34' 045121122" S41°15'50"W 179.93' O 5,800 SF ' w / B9 L09 _ -- _ 50 L - - - - `V ` 6,248 SF / --- -- \\ ------ ---- _ -- o C5 420.42' 1050.50' 022°55'49" N58°5T49"E 417.62' ■- - - R/W 110'- - / / -- c� * - --------- ---- ----- -- ------- \ cQ/ 0 C6 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21' 10 dS O '--___ m O O W Rio De Plata Dr -� �, `° C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55' Z - -w y l �� �99'� �.✓ �, w - ----- ----- M O ■� B6 L20 3 B9 L03 - - - - - - - - - - i 33' i - 65' 65' � r r l � � � � � � --------� I C8 32004' 37500' 048°53'57" N85°56'02"W 31042' � W 5,800 SF BC BC 6,089 SF 1 - - - - - - 65 24' ry0, 4,6 3-Sf ------ -- - - -- ------- J z ' -- -_ - O --- ------ - - 1-_ C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' ----------- I L - J I I I \ \ \ l R/by I' - -- 11 11 O W C) S89°02'41"E 212.71'11 ll C10 46.42' 320.00' 008°18'42" S68°11'20"E 46.38' / I _ �,710-SF oC - - - - 110'- - - - - V 7,344-SF 33' I - - - 14 _ _ _ 11 11 1 I \ l BC BC Q 143'- - - - - - - - - ----__ 11 It C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13' \ r- - - - - - - - - - -132, -------- c' B9 L14 III B9 L13 III B9 L12 III \ \ / j / I -------- _ B6 L21 � � � 1 0 --------- C12 316.45' 200.00' 090°39'20" N83°12'27"W 284.46' B9 L02 n 1 1 7,105-SF III 7,105 SF III 7,105 SF B9 L11 \ \\ / B10 L13 I IIf 5,800-SF 6,089 SF I �. - I I \ W w C13 389.27' 300.00' 074°20'42" N00°42'26"W 362.53' Revisions 10 - - I 6,999-SF \ \ / i l i 14,990-SF B10 L15 I I I 0 - _ - - - - - -1 110,- - - - - - - o ! \\ \ / 13,483 SF B10 L21 - B10 L23 - C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' J r �� .� I r - 1. AGENCY COMMENTS 12 07 20 L r o �9,A 10 L1 12,271-SF CO - - _ - - - -r - - - - � - �r 12,271SF 10L2 B9 L01 - - - - - Ell o C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.3T r o Q1 4,5 SF I 4,4 -SF I B10 L29 L' C j r4 , 1 I a � ---- COD L 1 m 12,366 SF \ k - - - - o \ \ J 3' - - - - � r - - - - - - -143, !Q \ W fmberwood Dr W Timberwood Drzo 1 3 = _ - - - - - - - - � - ----------------------- Go - - -- - - - - \ o :21 DA ---- - // B10 L16 B10 L20 1 B10 L24 �� V - w 12,102-SF 15' 15' 12,272-SF I V �610 L30 12,272 SF B10 L28 15' 15' I 22,050-SF o 1 0 , o f , 1 I I � � - v� v I I � � I 12,859-SF v �- � Southridge Ti l r l ao a 140 � - - - -_- -_ _- -_- - - - -- -- - �- - -- - - - � Subdivision III I I 1 III \ B10 L12 F_ - - - - -1 L- - - -143' - - - - - - - - - - - - 0 34,187-SF 1 I I 1 - -- -- - 143'- - - - - 4 o. PARCEL B10 L06 I I B10 L07 B10 L08 I I I B10 L09 B10 L10 \ \ 00 1- S1223131620 16,971-SF 16,969-SF I 16,967-SF I I B10 L11 SEE SHEET NOTE 1 w I ENDURANCE HOLDINGS LLC 16,965 SF 16,963 SF \ \ SEE SHEET NOTE 1 I I U 19,794 SF \ \ I I SEE SHEET NOTE 1 SEE SHEET NOTE 1 CD 1 I l I \ o 10 17 I I B10 L1 III III 22,378-sF � B10 25 1 B10 L27 - - - - - I - - - - - - - - I - - - - - - - - I - - - - - - - � I - - 1 22,742-SF 1 22,710-SF 1 B10L27 / - - - I L- - - - - - - - - - - - - - - - - D � 94' 94 h� Project No.: 116165 94 94 136 127' 154' / Date of Issuance: 12-20-2019 1\ 158' 158' 172' 70 L19 o Project Milestone: Preliminary Plat ' 70 PARCEL N89°02'56"W 712.19' - PARCEL R8954840110 / �]` Preliminary Plat ' R8954840120 PARCEL PARCEL / " PRZYBOS STEVEN L TRUST / HOLDEN NATHANIEL I PARCEL R0548010325 R0548010450 // o Area 3 y / R0548010300 GARDNER DUSTIN E / PIERCE GEORGE A Preliminary Pint - Area 3 Val Vista Subdivision No. 2 / ABERSTEFANA Aspen Cove Subdivision 0 50' 100' PP2m3 HORIZONTAL SCALE: 1" = 50' ��o �J Zoning Requirements. PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 APPROVED o p o QDQ Farr: 12/06/21 DIMENSIONAL STANDARDS: R-8 ZONING DISTRICT R-4 ZONING DISTRICT R-2 ZONING DISTRICT / nEl n n�n�O l�J LJV LJ LfF1IENUMBER:FP-2021-0059 El • �� n�nn nn MINIMUM PROPERTY SIZE/ 4,000-SF 8,000 SF 1 2,000 SF • Lr>_ uv DWELLING UNIT(IN SQUARE FEET) • f MINIMUM STREET FRONTAGE 40-FT 60-FT 80-FT • ■�� STREET SETBACK TO GARAGE 20-FT(LOCAL) 20-FT(LOCAL) 20-FT(LOCAL) STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 15-FT(LOCAL) 20-FT(LOCAL) 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 ;,,nEl • '`. on � ♦i I • ♦i n o :R1 o • ♦� ED o p / ■ ■ ■ ■ ■ ♦♦ 1♦ 3 \ ♦ ♦1 i ♦♦ ♦ / ♦ o o EXISTING ZONING DESIGNATION JYP)�3 ■■� Raw � ♦ G3�� C �0�40 ]� • ■ ■■■ EXISTING ZONING BOUNDARY (TYP) � . ■ ■ RM1 �o� ♦ ♦ �� pG30pO�CD ♦ � G3� � pG>30pO�C�D ���� G3�� pQOpO�CD - PROPOSED ZONING BOUNDARY LQDLQ • � I � 0 LQDLQ C�OM�]4� G3M4 Preliminary Plat Proposed Zoning Summary HORIZONTAL SCALE: 1" = 160' O \ C4 mom# �+ � O a CAo CD cc o LJJ o Q ■� w � / I Q \ I \ O w E I w C4 a Revisions 1. AGENCY COMMENTS 12-07-20 RIW RIW i pG; IM 0 / / Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat A Preliminary Plat E / Zoning & Phasing PreliminaryPlat - Pro osed Phasin Summar� p g Y _ PP3HORIZONTAL SCALE: 1" — 160' ��o dfE IDES IAN— CLO APPROVED NOTES: Q General Landscape Notes Project Information 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS DATE: �ziosiz� RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO nrfNUMBER FP-2021-0059 A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF SUBDIVISION NAME: SOUTHRIDGE SOUTH STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; THIS WORK, PRIOR TO BEGINNING WORK. YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE B. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. REMOVE ENGINEER, LANDSCAPE ARCHITECT, PLANNER:THE LAND GROUP, INC. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. PLACE 3" OF ROCK MULCH OVER SUBGRADE SOIL TO ACHIEVE CONTACT:TAMARA THOMPSON (PLANNER) NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. FINISH GRADE. FINISH GRADE RELATED TO ADJACENT SITE ELEMENTS SHALL BE: CONTACT:JASON DENSMER, PE (ENGINEER) 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO B.1. 1-INCH BELOW TOP OF ADJACENT PAVEMENT,VALVE BOX,VAULT, ETC. CONTACT: PHIL HULL, LA (LANDSCAPE ARCHITECT) INSTALLATION OF PLANT MATERIAL. B.2. 3-INCHES BELOW TOP OF CURB UNLESS NOTED OTHERWISE. CONTACT: MICHAEL THOMAS (LANDSCAPE PLANNER) 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE PREVAILING WIND DIRECTION C. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND CONTACT:JIM WASHBURN, PLS (LAND SURVEYOR) STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH 7I� TREE WRAP TRUNK PROTECTION, FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE. GALVANIZED NAILS TO PREVENT SLIPPAGE. D. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE TOPSOIL MEETING ADDRESS: 462 E. SHORE DR., SUITE 100 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION REQUIREMENTS AND AMEND WHEN NECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC EAGLE, ID 83616 WATER RETENTION 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL PHONE: 208.939.4041 ROCK MULCH BASIN ARCHITECT IMMEDIATELY. DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED 2"x 2"x 8'CEDAR STAKE- DO NOT PENETRATE FOOTBALL. TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED LAYER 3" DEPTH. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER ROCK MULCH EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. TYPE PER PLAN. �\ �� �� �\ co E. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SOIL LINE _ ®�®® SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, 3"THICK ROCK MULCH LAYER, KEEP ROCK /V//� � � � � � � � � � � VA//VA// / �` STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. MULCH 3"AWAY FROM TRUNK. ROCK MULCH \ \\//\\ \ \ \ //�//�/ F. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. \/ TYPE PER PLAN. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. \\\%j\/ /\ /\/\/�/�/�/\/\/\j�/ UTILIZE SOIL/ROOT PROBE AROUND TRUNK T COMMERCIAL \\%\\%\\%\\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ BACKFILL WITH SOIL PLANTING BACKFILL WITH SOIL PLANTING MIX. SEE G. FOREIGN MATERIAL ON THE SURFACE WEED FREE AT THE TIME OF LANDSCAPE INSTALLATION.REMOVE ALL ROOTS, WEEDS, ROCKS AND FERTILIZER TABLETS \/\�j/\� � /�j� � � \ \�/j\ \ \ \j/\\\/ MIX. SEE SPECIFICATIONS FOR (HIGHEST OX. ROOTS. HESTFROM ROOTS TO ULD LOCATE i \ 3 11 SPECIFICATIONS FOR ADDITIONAL INFORMATION. H. NEW TREE PLANTING, SEE DETAIL 1/1-1.00. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, LE..... FROM BEING BLOWN ADDITIONAL INFORMATION. POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. "- I. NEW SHRUB PLANTING. SEE DETAIL 3/1-1.00. w REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP J. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE %OF FOOTBALL, REMOVE ALL NAILS,TIES, AND PLASTIC / \ �� \ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \�AjAA //AA/AAA IT SHALL BE COMPLETELY K. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. WRAP THE ROOTBALL, REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE FOOTBALL. \/ \/�\/�\/�\/�\/�\/�\/�\/�\//\/\ // COST TO THE OWNER. \/j\ \ \ \ \ \�/\�/j�/jam/j�/ SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL L. TREE PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND FERTILIZER FOR TREE PIT BACKFILL AT THE FOLLOWING RATES. BLEND AMENDMENTS THOROUGHLY WITH SOIL BACKFILL.TREE PITS SHALL BE 5'x5'x1.5' (37.5 CF/1.5 CY). 2x ROOTBALL DIAMETER L.1. APPLICATION RATES: Shrub Planting Deciduous Tree Planting 3x ROOTBALL DIAMETER L.1.1. HUMIC ACID: 25 LBS PER TREE PIT L.1.2. COMMERCIAL GRADE COMPOST- 10 CUBIC FEET PER TREE PIT 3 Scale: NTS Scale: NTS L.1.3. PLANTING TABLET FERTILIZER-4 TABLETS PER TREE PIT L.1.4. CALCIFIED DIATOMACEOUS EARTH -75 LBS PER TREE PIT M. SHRUB PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND FERTILIZER FOR SHRUB PIT BACKFILL AT THE NOTES: FOLLOWING RATES. BLEND AMENDMENTS WITH THOROUGHLY WITH SOIL BACKFILL. SHRUB PITS SHALL BE 2.5'x2.5'x1' (6.25 CF/0.25 CY). Fence Images 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS M.1. APPLICATION RATES: RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO M.1.1. HUMIC ACID: 2 LBS PER SHRUB PIT 6'OPEN STYLE METAL FENCE STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; M.1.2. COMMERCIAL GRADE COMPOST-2 CUBIC FEET PER SHRUB PIT '� YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE M.1.3. PLANTING TABLET FERTILIZER- 2 TABLETS PER SHRUB PIT 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. M.1.4. CALCIFIED DIATOMACEOUS EARTH - 15 LBS PER SHRUB PIT NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. N. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO r ^° 0. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES FOR LANDSCAPE ROCK MULCH TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF PLANT MATERIAL. I'„I 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR PREVAILING WIND DIRECTION PROCUREMENT. LANDSCAPE BOULDERS, PHOTO SUBMITTAL IS ADEQUATE. FOR ROCK MULCH, SUBMIT 1 GALLON BAG SAMPLE TO '' FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO OWNER. .�. . .: ,- ;-: v:�- ° a `v PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE Go 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. d 2"x 2"x 8'CEDAR STAKE- DO NOT PENETRATE FOOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. a SOIL LINE 3"THICK ROCK MULCH LAYER, KEEP ROCK 6'TAN VINYL FENCE i MULCH 3"AWAY FROM TRUNK. ROCK MULCH TYPE PER PLAN. UTILIZE SOIL/ROOT PROBE AROUND TRUNK r BACKFILL WITH SOIL PLANTING MIX. SEE (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 311 \ HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE �l1 SPECIFICATIONS FOR ADDITIONAL INFORMATION. POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. A --- \ \7 \� FINISH GRADE REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP OF FOOTBALL, REMOVE ALL NAILS,TIES, AND PLASTIC COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ /\ \ //\ WRAP THE FOOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE " LEFT ON THE BOTTOM OF THE ROOTBALL. SET FOOTBALL ON NATIVE UNDISTURBED SUBSOIL % 2x ROOTBALL DIAMETER Coniferous Tree Planting 3x FOOTBALL DIAMETER Scale: NTS � ■ • °\°\ \\ FA E\° � Area 2 .G11, II� ODE# Cc / 8)i6 C CD \°\ LU cc CD o \ G \ 6Q� a s I I I✓ "c% \ \ \\ n�� Q _� 0• :•:•�:•:•:•::•:...�::::••• LU o F o O rpLU I \ \ G iG •A ` \ ° F sc- eus \ \ I Revisions 1 6 •�[� •t5 Gi ____ \ \:• d,fA \ 1. / \' :•�: r' � F o\ \ t / \ \ G \� Gi 2d i m I Bf 5 -t•.• d)sC 1�1 .. :::•• ••1 dl G I Area 1 Area 3 .4y 1• i .f A, x ................... . . ::x•:•:..... �:dci•• I j I yo o' •.. • .. - I I W •'9 F6:•::'. ............. :'.. _ P ............. LE Ita I fA :•:9A 1G• wL 1 ••�� fA Is'• / 4 O Q = A • 20 FP ''fA•• :::: :::::: ::::::: I 10 ) t, I .L\ •%•dF �1• L •'J t L l'. .•... v]fA • : .• • '..•.• :::. .'.: :. ' ..• :•: OF • J L . .. .::�:?•c; :;�;: '. . - _ •.L• ��� 5•(P qyo /ice ITG 1y'iP D. i •.. •::•:: •.: 2 :•::• : ... •:::: .. IV :::......... v':- . . ............ .:::. ____x----x----x---'x----x----x----x----x----x-'--x"--x•-'-x- ___ _x---'x--•'x--•-x----x----x----x----x----x----x-.. .::y::::k.4': _t'ttx::.�':•:,•'_•_:': _x----x----x----x----x....x----x----x- -x----x_.._x..__x____x_...x----x----x----x----x•---x...-x._..x--..x_._.x-••.x----x--__x_.._x_.--x----x----x----x•.--x._..x--..x_...x.._.x---.x__..x_.._x_.._x_._.x----x_...x_.._x..._x----K---- ..._ _-__x____x____x____x____x____x___ Project No.. 116165 3 � x x Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat � a Landscape Plan E 0 150' 300' �a Landscape Overview 00 -_- HORIZONTAL SCALE: 1" = 150' Ll ■ �E IDIAN- AREA 2 om APPROVED r DATE: 12/06/21 See Sheet L 1 .0 2 FILE NUMBER;FP-2021-0059 .�`,V 131 L12 ./ �;B3 L22 , ° B4 L09 / A •L (19) ,D \ (18)TG � � •�� B3 L05 � �// � � � / B3 L23-' AREA 3 • B4 L B3 L04 ` •,' B3 L24 • ��� B4 L07 �'� • (4 LE + B3 L03 B4 L22 �/ � Keymap. (16)TG �� . ' Scale: NTS B1 L10 B3 L25 B4 L06 / B4 L23 B3 L02 PLANT SCHEDULE \ �` � • 131 L09 . , �` '.� �\ B3 L26 CLASS I TREES BOTANICAL/COMMON NAME SIZE CONTAINER ••�. ' • ' �• B4 L05 \ / ` ' ' �� SC MALUS X �SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B B4 L24 O� a B1 L . • A O �• `. 63 L27 ,', I CLASS II TREES BOTANICAL/COMMON NAME SIZE CONTAINER Q� d •' B3 L01 - i' 08 ' s� .�� ��.�. • ' B4 L04 FA FRAXINUSAMERICANA 'AUTUMN PURPLE' /AUTUMN PURPLE ASH 2"CAL. B&B (10 . I FP FRAXINUS PENNSYLVANICA 'SUMMIT' /SUMMIT ASH 2"CAL. B&B / �� � F°� •,'' / :i• -` \ \\+ `', ' '• B4 Lf i GT GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B � • •�• � _ ' � � • �� � • � �• LE LIRIODENDRON TULIPIFERA 'EMERALD CITY' TM/EMERALD CITY 2"CAL. B&B �' �� `''' '•" ° '`' ' `' B2 L12 •,B2 L13 .': `-r ;,• B4 L03 B1 L07 TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B B4 L26 �' ��♦ +'' / • ��•,�� ► I '�' CLASS III TREES BOTANICAL/COMMON NAME SIZE CONTAINER � ► B1 L06 B2 L11• B4 L02 / I OR QUERCUS RUBRA/RED OAK �P . � • � � �, / ,�,°•g° -• '' / ;= B2 L14 �� `► 64 L27 ♦♦, EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER •� B1 L05 B2 L10 � o ^% ' PF PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' /VANDERWOLF'S PYRAMID PINE 6' HT. B&B �, �° :•, �'*- - FA(6 , PG PICEA PUNGENS 'GLAUCA' /COLORADO BLUE SPRUCE 6' HT. B&B m \ •' \ / B2 L15 ' �B4 L01 . B4 L28 �,' (15)B1 L04 B2 L09 x Material Legend 62 L16 �' • r' / '`� LANDSCAPE AREA:TURF, SHRUBS,TREES, BOULDERS, ETC. B2 L08 B1 L03 ,; \ B5 L13 B2 L17 .�' �. • B5 L14 •�� �� �♦` — 0 0 0 6'OPEN STYLE METAL FENCE TO MATCH B2 L07 �' ,' W EXISTING, REFERENCE FENCE IMAGES ON TG (1 ` 131 L02 L1.00. 62 L18 �� ,' � B5 L12 �► ; �• 6'TAN VINYL FENCE TO MATCH EXISTING, j�o ••�• •♦• •' ' `+• B2 L06 „= / ►� �v�`� �` ►►�♦ REFERENCE FENCE IMAGES ON L1.00. .'.`. '♦'. (2) SC \.'♦`. (18) \ B2 L19 \ B5 L11 B5 L15 LE '�- ..• o -, .�.� ♦.%....♦.......♦.♦.♦..♦. �. ..`.'.'.'. . ,.+ \ Q` / i'�`. (6 . ----x----x----x----x----x- EXISTING SOLID FENCE TO REMAIN. B2 L05 Q` .'�. . \ • �� `. • B12 L01. �� / ' s� V B2 L20 `','° / B5 L16 B5 L10 �'• B2 L04 . ,:= Keynote Legend B2 L21 .o / .;' / ' 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. `G".`.'♦'.'.'.`. `� �� B2 L03 \ .%' B5 L09 B5 L17 ` �'4 2. END FENCING, SEE LEGEND FOR FENCING TYPE. �� �� \ 3. EASEMENT BOUNDARY. ' ` ♦ 4. STORM DRAINAGE STRUCTURE, NO TREES PLANTED WITHIN 1 O'OF �•♦•�•�• r� \ / B2 L22 = o A B6 A .*B.. I ` � M STRUCTURES. �% \ B5 L08 B5 L18 / O 5. 40,X 40,CLEAR VISION TRIANGLE. B2 L23 D \ \ W _ I r 6. 20,X 10'CLEAR VISION TRIANGLE. V a J 7. PROPOSED POOL HOUSE/CLUBHOUSE, REFERENCE CIVIL. IV�T-A-PART GT(24 - - ' ;. ` ' �`- •,� �;•fr� / �•� ,�• B6 Li 1 4... 8. PROPOSED SWIMMING POOL AND PATIO. ��� •�� •����.��� �';.' B2 L24 / = B5 L07 / B5 L19 .', '` / 0 9. PLAYGROUND. Ce . . . . . . B2 L25 `�' B5 L06 `' - B6 L10 C0 Project Calculations B5 L20 A. WIDTH OF STREET BUFFER: 20' •� '• '.�'•` .: B5 L05 ', / ,' / B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET (W. OVERLAND RD.) / ' B5 L21 •` B6 L09 B6 L15 �� \ ,• '' C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) (1 PER 35 LINEAR FEET) ` B5 L04 . . ♦ . ♦ . . ♦ . ♦ .�. . . . ♦ ♦ . ♦ . . �� '�� ' \ B5 L22 .�' / ` • � � �r' `�� •�, ��• •� a � ,•• D. RESIDENTIAL SUBDIVISION TREES: 321 TREES �6 L16 , �. - �,� �� \ \ - B6 L08 / (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 10'OF ANY STORM ■ . �;, •�` ��� .k • o B5 L03 \ DRAINAGE STRUCTURES) .. �- . • *'(5) QR•`�`♦'�`�`♦`�`♦ •. . .�. B5 L23 ■� R/W �• �• . •' F • \ / V -. �� E. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 50 PROVIDED ♦ < B5 L02 ` / "(3) PG.` �.���• \ .;' B6 L07 66 L17 I (1 PER 10,900 SQ. FT.) .'. .\ . ` ' / ■� •'r'',• W �7) FA `•�r,• B5 L24 -� - F. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A •���• � B6 L06 � ` B5L25 `�%� . . . . . . . . . . . .B10 L03'. . . . . . . . . . . . . ♦ . . . ♦ �� . . ♦ . .... B6 L18 \ ` ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . . . ♦ ♦ ♦ ♦ ♦ ♦ ♦ . . . . . . �' ♦ . ♦ ♦ ♦ . '♦ B5 L01 \ . . . . ♦ ♦ ♦ ♦ ♦ .I . ♦ . ♦ . . B6 L05 .. \ ----- ♦ ♦ B13 L01 .'�`�`.'.,�s�.�.�.�.�.�.:.,.:.♦• �•� \• (20) FP T 10)— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., B6L04 . . . . . . . I I B6 L19 • v �- � � ♦ • •� B6 L03 O �� CA Z ��-- �� / \ � Q Lu \\ ` ` B6 L02 B6 L20 cc O (7) FA � .B6L01.'.'.'.'.'.'.'.'.'.'.'.` ■� ■� .'fit'.'♦`.'.'.'. . E.` °6 O . \ 0 = . . ♦�` ■ ."(2) PF.'.'.'.'.'.'.'.'.'.'.'.'. -'•'•` B6L21 I w — / .\ �+ • ` . .I - z , •- I C G�. LLJ / . ♦ z 0 .R/� `,�. 'C. `�' — — Revisions 10 i / ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . . ♦ . ♦ . ♦ . ♦ . . ♦ ♦ . . . . . . . . .--- - . - . . . . . . .. . B1 3 L04 .'r�''. B13 L05 B13 L06 B13 L07 •il ` B10 L04 B10 L05 B10L061 1310L01 ♦ � � � � � � B10 L02 I I I I I / / I ♦ ♦ . ♦ . ♦ . ♦ '.�'♦ q l _ r 1 a I 0/5ry�b2o ' Project No.: 116165 Date of Issuance: 12-20-2019 Em Project Milestone: Preliminary Plat qa Landscape Plan E Area s 2 a Preliminary Plat Landscapa Plan= Area 1 50 100, Ll mOl o HORIZONTAL SCALE: 1" = 50' IE iDE� IAom N APPROVED PLANT SCHEDULE 2 0 = DATE; 12/06/21 F4ENUMBEB;FP-2021-0059I CLASS I TREES BOTANICAL/COMMON NAME SIZE CONTAINER SC MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B CLASS II TREES BOTANICAL/COMMON NAME SIZE CONTAINER \ = ate FA FRAXINUS AMERICANA 'AUTUMN PURPLE' /AUTUMN PURPLE ASH 2"CAL. B&B \\ FP FRAXINUS PENNSYLVANICA 'SUMMIT' /SUMMIT ASH 2"CAL. B&B AREA 3 GT GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B \ I LE LIRIODENDRON TULIPIFERA 'EMERALD CITY' TM/EMERALD CITY TULIP TREE 2"CAL. B&B AREA 1 TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B \ \milCLASS III TREES BOTANICAL/ OMMON NAME SIZE CONTAINER Keymap. QR QUERCUS RUBRA/RED OAK 2"CAL. B&B Scale: NTS ` EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER /�`,+ TS PF PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' /VANDERWOLF'S PYRAMID PINE 6' HT. B&B PG PICEA PUNGENS 'GLAUCA' /COLORADO BLUE SPRUCE 6' HT. B&B Material Legend ` LANDSCAPE AREA:TURF, SHRUBS,TREES, BOULDERS, ETC. — o 0 0 6'OPEN STYLE METAL FENCE TO MATCH EXISTING, REFERENCE FENCE IMAGES ON L1.00. 6'TAN VINYL FENCE TO MATCH EXISTING, REFERENCE FENCE IMAGES ON L1.00. ----x----x----x----x----x- EXISTING SOLID FENCE TO REMAIN. Keynote Legend 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 2. END FENCING, SEE LEGEND FOR FENCING TYPE. 3. EASEMENT BOUNDARY. 4. STORM DRAINAGE STRUCTURE, NO TREES PLANTED WITHIN 10'OF STRUCTURES. 5. 40,X 40,CLEAR VISION TRIANGLE. 6. 20,X 10'CLEAR VISION TRIANGLE. i 7. PROPOSED POOL HOUSE/CLUBHOUSE, REFERENCE CIVIL. 8. PROPOSED SWIMMING POOL AND PATIO. / \ 9. PLAYGROUND. m 10. BENCH:VICTOR STANLEY MODEL FMBF-324 6-FOOT BENCH. COLOR: BRONZE.WWW.VICTORSTANLEY.COM. INSTALL PER MANUFACTURERS \ SPECIFICATIONS. Project Calculations A. WIDTH OF STREET BUFFER: 20' B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET(W. OVERLAND RD.) o 0 — 0 C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) o EP EP=� 0 (1 PER 35 LINEAR FEET) o P P EP EP EP FP\ D. RESIDENTIAL SUBDIVISION TREES: 321 TREES o (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 10'OF ANY STORM DRAINAGE STRUCTURES) 0 F� E. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 12.95 ACRES. EP \ B1 L21 / Fp \\ (564,108 SQ FT) F,o 0 • B1 L20 \ / B1 L22 FA F. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF`-B1 L01•`-` \c0A DEVELOPMENT: 15.4% (MINIMUM 10%) / \ 0 � G. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 53 PROVIDED 1'• B1 L23 Fp \ (1 PER 10,645 SQ. FT.) • 'O ,• / �Fp = H. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A ` B1 L19 FA (7 0 o w• *,' ---- B1 L24 r 0 CD Cd o 1 a B1 L25 o •i •B3 L14- � � � F,o \ o � \ ■� o � �'• B1 L26 • Bi L18 •�; B3 L13 0 ����� / 0 B1 L27 � \ �� Fo \ 5 FA(7 ° • B3 L15 B1 L28 ,P 0 CA 0 B1 L17 63 L12 i �' •'+ off° 1 L29' L o 0 mime OW • _ I B3 L16 i QR (2) •• 2 B1 L30 P 0 _ ` \ cc �� �•` �� o / EP �o , i i• �; '� ; • B3 Li 1 �� .B4 L15, B1 L31 EP EP V EP� ° ° z� `i �•+ i i• �•` � � Q B1 L16 ° .° ��• - 10 •B3 L17 0 LU i FA B1 L32 CD c CD B1 L33B3 L10 0 / B1 L15 B3 L18 (1) QR ° Q �. • / B4 L14 4 .B7 L14� B1 L34 L ,l �'�•� _ . i B3L09 .� B4L16 `i ••- •,•��, z 0 .i uJ m o B3 L19 �. B4 L13 B7 L13 ��- �(3 FACA Cn B1 L14 / 40 -0 m "we •� i i B4 L17 • • i �• Revisions 1 B3 L08 �� i _ - •`i If ir' -a ��•` B1 L35 B4 L12 / .i B7 L15 w r •`�• ��`• 1. B3 L20 GT B7 L12 • I O `- v o B1 L13 ' ' '... B3 L07 _ B4 L18 ---------- B4 L11 I - I B3 L21 '�i ° i'� � � • I p -r ` �' • o r B3 L06 TG (11 ,•, / • B4 L19 • B7 Li 1 i 'a' B1 L36 B4L10 .. i �•.� .�.�%. ii .' o B1 L12 g _ i •.�- ` • COMMON OPEN SPACE 9 5 r ' B3 L22 ° S •i ' .'� • FP (6 19 •� (18)TG •; B3 L05 •�� B4 L9 B4 L20 B7 L17 \ . .r.� I q. i•` B3L23 . � o / �.` / • i • / �� .�B7 L10 B8L1 4�.��'� m IIIIIIIIIIII�jfmm owl IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� • • IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII��� IIIIIIIIIIII� � IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� '• IIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� '•'� o =wl L"m 1 0 III / �.�.'. �, ,• B3 L04 B4 L8 B4 L21 �.• i ��. .�.' i` \\�PJE OF f�,q�/��i .' 6�SG h �'D ,r 9S, s ',• •i B7 L18 ��-? D. 0 ___________ 2 , r \ B3 L24 ° r (16)TG (4 LE • B3 L03 �/ ,- •• B4 L7 B4 L22 ' i / .i i -- ° LA-202 . .• . , _ �� B1 L10 r- r o / , (5) GT 2 �•' B3 L25 •- _• ' •`i i ' ---- - B1 L38 �'��� •% /`�� 1 `�r ° ° B7 L08 B7 L19 m m /�//NDSCAY0111 \���� ' .` _•� ��,,*' � _• � i _•'_ _ R4I fi , �i � _ � ;�• '____ _' _ _ � 01/04/2021 Project No.: 116165 See Sheet L1 .01 See Sheet L1 .03 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat Landscape Plan E Area 2 -Nz m PreliminaryPlat Landscape Plan= Area 2 50 100 Ll m02 HORIZONTAL SCALE: 1" = 50' d I'E iDE� IAN,- om APPROVED See Sheet 1.1 .02 aaftmai, AREA2 0 = Darr: 12/06/21 I (1 GT m m I FILE NUMBER'FP-2021-0059 B7 L12 B4 L10B4 L19 r-n rn / /`• / , - ii � = a • B7 L11 '•i ': ii �i - B1 L36 AREA 1 B4 L09 B4 L20 - / FP (6 • / m ♦ ♦ ♦ -ol / B7 L17 B7 L10 -• Ke ma • •-/ / ./ ♦ �`. ` 6�1.` ♦` Scale: NTS ;xh B4 L21B7L18 i PLANT SCHEDULE O TS B7 L09 ` I ��- — — CD ° o o CLASS I TREES BOTANICAL/COMMON NAME SIZE CONTAINER rTi rn 1 / •'• / •�; 'r`•• ° o SC MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B B4 L22 // / / i� �,-- (5)GT a o o B1 L38 I / o CLASS II TREES BOTANICAL/COMMON NAME SIZE CONTAINER B7 L08 B7 L19 `•/ I M r I ° FA FRAXINUS AMERICANA 'AUTUMN PURPLE' /AUTUMN PURPLE ASH 2"CAL. B&B B4 L23 • /\ `/ o I / i ° FP FRAXINUS PENNSYLVANICA •SUMMIT' /SUMMIT ASH 2"CAL. B&B • ' • `/ • ` • - — — — — o GT GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B ■ ` ' / ' o I / ° LE LIRIODENDRON TULIPIFERA 'EMERALD CITY' TM/EMERALD CITY TULIP TREE 2"CAL. B&B .� B1 L41 m m o / o TG TILIA CORDATA 'GREENSPIRE• /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B \ + ' B7 L07 B7 L20 • B1 L43 I I / / �� EP�\ B4 L24 :. 1 ` o B1 L39 0 0 �' EP FA o \ ` / •♦'i I I o �Q Fo \` CLASS III TREES BOTANICAL/COMMON NAME SIZE CONTAINER - � -•• / ••� / i • I o / o ° QR QUERCUS RUBRA/RED OAK 2"CAL. B&B B4 L25 •� • •� • • - • _ _-__ — B1 L67 0 ' �'r B7 L06 B7 L21 r B1 L44 •-- I o �� / Q o ° EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER ♦` r . .`r ` ` ' ` ' / �9 o // F F,o \ ` PF PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' /VANDERWOLF'S PYRAMID PINE 6' HT. B&B .r .o r • • / ' • / • / / o ° PG PICEA PUNGENS 'GLAUCA' /COLORADO BLUE SPRUCE 6' HT. B&B B4 L26 r i`• / •i / �. B1 L40 B1 L60 FA. \B7 L05 o o Material Legend • •' B7 L22 o 131 L45 � •rr •• \ LANDSCAPE AREA:TURF, SHRUBS,TREES, BOULDERS, ETC. L27 r. .� �ii / `i / i• ` A F \ B1 L61 \ ••r B7 L04 -• -�• F� o o/ o ° \ — o 0 0 6'OPEN STYLE METAL FENCE TO MATCH B7 L23 `�.`.`. \\ �e F,o \ EXISTING, REFERENCE FENCE IMAGES ON r (15) FP r. \ . .�. .`.`♦ . F,o o o Q / F,o o L1.00. / .ER -EP \ Bi L59 \ 6 TAN VINYL FENCE TO MATCH EXISTING, • '• REFERENCE FENCE IMAGES ON L1.00. ' B7 L03 •' r• B7L24 • -t-- \ ♦ ♦ ♦ ♦ . • - - • • - B1 L58- - - -` / \ ----x----x----x----x----x- EXISTING SOLID FENCE TO REMAIN - / �,�, • - B1 L62 0 ° r � / / •' ♦ ♦ ♦ . . . . . . . . . . . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ��. i o B7 L02 '` B1 L57 V \ � o ` •�'` / \ Keynote Legend • B7 L25 ' ` �. - • r• rr` i �� F� 0 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. - r •* / 'O ° 2. END FENCING, SEE LEGEND FOR FENCING TYPE. 3. EASEMENT BOUNDARY.' r • r' B1 L48 B1 L63 \ 0 4. STORM DRAINAGE STRUCTURE, NO TREES PLANTED WITHIN 10'OF � �(6� • '.' ' (15) GT r: STRUCTURES. *-- B7 L01 B7 L26 • / ' ` -- • ° \ 5. 40'X 40'CLEAR VISION TRIANGLE. •' 6. 20'X 10'CLEAR VISION TRIANGLE. B1 L56 ♦ , ♦ ♦ o REFERENCE CIVIL ` ♦ / ♦ ♦ '.- 8 PROPOSED SWIMMING POOL AND PATIO ' •i o 0 9. PLAYGROUND. � •rr B1 L49 ' '• •+ \ i FA to r ''• -' ,: �� PARCEL Project Calculations O B6 1-11 'B6 L13 •-� ♦ ♦ ♦ ♦ r • o r � �°• ` - - - - - - - - - •rr r'` B11 L05 •# ICEJO EPH o A. WIDTH OF STREET BUFFER: 20' J � --' i +` •° 4r, B1 L55 • \ • RICEJOSEPHR \ r.`� B11 L06 • �� ' B1•L42`•`•`•`•'•`•'•`•`•`•`•'•'•'•`•`•` + `♦ ♦` B1 L64 O o0 o B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET(W. OVERLAND RD.) 66 L11 B1 L50 '-, / • - ♦� C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) y •w•• — _ - I (1 PER 35 LINEAR FEET) •� • x (4) SC ♦• o CO ♦ — — o B6 L14 o• ��.� �; 4 TG `��. «i ` j — — ---- — _ `,f ` D. RESIDENTIAL SUBDIVISION TREES:321 TREES y - • - - `• I (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 10'OF ANY STORM �'� O p •� B1 L54 0 - o i DRAINAGE STRUCTURES) • ♦ ♦` ♦% '` • • �� _ i i- B11 L04 - `� ��•. ' � E. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 50 PROVIDED B6 L15 ,' '' ♦� - — — ♦i i ` - B11 L07 �� �� . w (1 PER 10,900 SQ. FT.) CD • W W `�' • F. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A B1 L53 �,/, — I•. . . ` ' ( B11 L01 � B1 L65 B6 L17 rr i. ♦ ♦ • •• ♦ ♦ ♦ ♦ ♦ ♦ B1 L52 `i B11 L08 r �,+• a Q� �' ' CA B9 L06 ��• i,` ,`� <vI-Ld cv . ' CV /r• � ♦ �Q . . (. . — — �� � � — — Elmo OW FA (5 -it �' ` � � � . . ♦ ♦ ♦ ♦ ♦ ♦ ♦ — i , Cc B9 L05 ♦ (5). ♦ . ♦ ♦ i�♦ r / r:' B6 L18 QRITS ' • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ \ ♦ ♦ B1 L51 - B11 L02 ••' \ / O Cn `B9�L08 ♦; i B11 L09 ` ' '` ° T 10 .•2)-PF♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ � (7)•FA • . ♦ ♦ �.`' i • `Q Q ° OC _ • w B6 L19 B9 L04 -Si)_PG, • ; �. cc 611 L01. o O - — L ` - -+►;- ------ ----- ----- � Q o ■� -- 12) FA Q B6 L20 ' ' B9 L03 ; ;- B10 L14.El -s,� -- - - . �_ - --- _ l w 0 . i . ♦ ♦ - - --------- -- - ------------- --- ------ Cl ca B9 L10 .; B10 L22'♦`.`♦`.`. —n n — LU . . . . . ♦ . . . . . ♦ . ♦ . . . . . . LU B6 L21 ' •. ` B9 L14 B9 L13 I /// :. .♦ ----- I - - 11 - -- - � B9 L02 I 69 L12 --- ---- • �E ` • B9 L11 `� / • B10 L13 o 1 _ Revisions 10 ' • - •; B10 L15 4 ` B10 L21 B10 L2 1 0 o E 3 , . ' ' •" �r I �•' a �'B9L01` • ' B10L18 I B10 L26 F � � � B10 L29 --------- - - (15)TG — — — — � ' . . . O .o .A - o ------------ ---- tea ------------ ----♦o. ------ -- o� B10 L16' B10 L20 B10 L24 \1310 L30 ' \ 1310 L28 0 ' B10 L12 1 I I I OF B10 L06' B10 L07 \ ��� 5�P� OgA/1 B10 L08 B10 L09 B10 L10 yiP D•k ' B10 L11 ' B10 L17 B10 L19 B10 L25 B10 L27 a _2 2 ftsa - ' o Project No.: 116165 / Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat 0 a / Landscape Plan oil E ' Area 3 2 ■ ■ ' a Preliminary Plat Landscape Plan= Area 3 i � �za Ll m03 �Vo HORIZONTAL SCALE: 1" = 50'