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HomeMy WebLinkAboutCC - Pre-Plat Vicinity Map: CLM 0 FOUND ALUMINUM CAP NW CORNER SEC. 23 FOUND ALUMINUM CAP 1-84 W Z O CP&F No. 111026808 N 1/4 CORNER SEC. 23 p �+ FOUND BRASS CAP 15 14 CP&F No. 110088910 -BASIS OF 8E `r - - - - - - - - ° ' �� � ARINGS = Q 22 23 - - - - - - - - - - -S89 1456E 2652.36 - - - - - - - - - - - - - - - - - - 14 W. Overland Road ° NE CORNER SEC. 23 W. OVERLAND RD CP&F No. 107153515 - - - - - - - - - 23 V N891941 W 2661.73 14 13 0 LU 2 1 4 J ' ' L I w of PARCEL C8 Not-A-Part S1223223010 _ - _ Southridge N Not-A-Part CABRA CREEK LLC \ I Not-A-Part PROJECT 4,10 I Apartments II LOCATION ---_ 4 RIDENBA ---- 1 0' - - L6 PER INST. -- �\ Cg o I W VICTORY RD I PARCEL I ---------- / -- B1 L21 S1223212615 / ,�`, /���� -- FNot-A-Part / B1 L20 SOUTHRIDGE FARM LLC I / -- B1 L22 - ----- PARCEL � � B1L01 \ �� S o S1223212760 B1 L23 \ ` Eq° IS9F 33 I I • CABRA CREEK LLC I q/ Project Summary: B1 L19 � 9� � � Y B1 L24 �a�p�� ! 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 � q� q�V B1 L29 � \V A ��, R-8 OF ±63.02-AC Tft B3 L16 �FV B1 L30 \ Ch�h \\ Ne TOTAL LOTS: 284 (INCLUDING 29 COMMON LOTS) B1 L16 B3 L11 B3 L17 B4 L15 Sq stB1 L31 \ \ l� TOTAL UNITS: 254 SINGLE FAMILY LOTS / B1 L32 I I I FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN PARCEL a B3 L10 B1 L33 I -Not-A-Part I ESTABLISHED FLOOD HAZARD AREA. S1223233670 B1 L15 B3 L18 1 I C CABRA CREEK LLC �� B4 L14 B7 L14� B1 L34 I / / outhrid Subdivision No. 5 I TOTAL COMMON AREA: 22.3± AC B4 L13 B4 L16 B7 L13 \ \ B3 L09 R L12 TOTAL QUALIFIED OPEN SPACE: 5.71 AC � I Q� ^ B1 L14 63 L19 II I I I • v B3 L08 B4 L17 ` I B3 L20 64 L12 67 L15 H B1 L35 i I c.2 I / = \ I ACHD R/W �Q �� B4 L18 B7 L12 I B1 L13 B3 L07 y� � I Not-A-Part PER INST.No.108120052 B4 L11 0 PARCEL / 107, 63 L21 B3 L06 B4 L10 B4 L19 B7 L11 B7 L16 B1 L36 I �� Si�23131320 � ENQURANCE HOLDINGS ,LC B1 L12 \� �� B3 L22 1 Sheet Index: CD yam► B3 L05 v� B4 L9 B4 L20 B7 L17 fl. ! I �,� 63 L23 B7 L10 B8 L01 I I SHEET SHEET TITLE \ B1 L11 . B3 L04 B4 L8 B4 L21 CD B1 L37 i ` lrg _ C12 00 NUMBER B3 L24 B7 L09 67 L18 �Fr I I I ��♦ I PRELIMINARY PLAT B3 L03 B4 L7 B4 L22 `ThCj I I PP1 PROJECT OVERVIEW B1 L10 63 L25 / �� B7 L19 a S 61 L38 1 PP2.1 AREA 1 B3 L02 �� B4 L6 B4 L23 B7 L08 _ I // f' % B1 L09 PP2.2 AREA 2 \\ / 63 L26 O'_ / B1 141 I I �/ �� O B4 L5 c) , B4 L24 B7 L07 B7 L20 61 L43 �, B1 L39 I I / PP2.3 AREA 3 \\ B1 L08 �\ B3 L01- B3 L27 Q g4 L4 I / / �� 130 RIDENBAUGH CANAL EASEMENT �� Q I I % PER INST.No.800640 PP3 ZONING EXHIBIT \ 64 L25 - - B1 L67 B7 L06 B7 L21 PP4 PHASING PLAN B1 L07 B4 L3 / B1 L44 / p I �/ o cc O I PRE-PLAT DETAILS \ \ / B2 L12 •B2 L13 r B4 L26 I \ QO 61 L40 ` v o \\, B1 L06 B2 L11 / j� B4 L2 B7 L05 B7 L22 ¢ B1 L60 i I N PP5 ROADWAY TYPICAL SECTIONS �� Q B4 L27 •Q� / B1 L45 - - 1 �� �° O I w \ B2 L14 s PRE-PLAT CONCEPT IMPROVEMENTS •� B2 L10 A� r B1 L61 �'�,, _ �, B1 L05 a�a •� B7 L04 B7 L23 \ / I ` F \ PAACE •� �r PP6.0 OVERALL PLAN B2 L09 62 L15 �� B4 L1, 64 L28 B1 L46 I w�� S122CHAt3 010 � >r AV B1 L04 �� / 50'INGRESS EGRESS EASEMENT , B1 L59 / �� z PP6.1 W.TIMBERWOOD DR STA 0+00-14+00 ~O I B2 L16 \ TERMINATED BY I.N.73370089220 --� ` / DCydELOPMEGERNC y PP6.2 W.TIMBERWOOD DR STA 14+00-20+50 I \ RIw \\ l B1 L03 B2 L08 / B5 L13 B 14 '4/Gy B7 L03 B7 L24B1 L58 B1 L62 y RIW �\ \ V B2 L17 / .O B1 L47 I PP6.3 W. RIO DE PLATA DR STA 25+00-34+00 A B2 L07 / � � \ \ B1 L02 B2 L18 65 L12 B7 L02 B7 L25 �Q\� / �o� 57 / CV) I PP6.4 W. RIO DE PLATA DR STA 34+00-48+00 \ �1 B2 L06 ,�, �`g`� \ / �; \\ \ B2 L19 B5 L11 / B5 L15 \ �� B1 L48 0���� B1 L63 0 I PP6.5 W. RED CLAY PLACE STA 60+50-72+50 CO \ B2 L05 O 5�5 ` \ 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�°�e° / B1 L56 i a)I I \�'� /!7i / �� q i o = PP6.7 W. EVENING SUN ST STA 84+50-95+00 co R IINI \� B2 L21 B5 L17 B1 L49 PARCEL O 62 L03 B5 L09 \ S1223131250 �+ y PP6.8 S. SUN DRENCHED AVE STA 94+50-98+00 .� z PARCEL \ B2 L02 B2 L22 Q. Qe\V 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 B11 L06 61 L64 a •cc ' 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 _ - 1 Cl) 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 / B6 L14 � \ I B1 L54 C � }+ y I ADA COUNTY \ \ ~Lji I co O O - 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 looeB11 L07 i Z CM PP6.13 DRIVEWAY A&B STA 402+00-505+00& C2 C3 \\ \\ 40I� B5 L04 65 L22 66 L16 B L 7 B1 L53 c - - J 599+00-605+00 . L2 \\ \ B5 L03 B6 L08 9 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 I B11 L08 B1 L65 O H L1.01 AREA 1 R R �-► B10 L03 \\ \\ �� 191,135 \ B5 L25 B6 L06 B6 L18 B9 L05 / � � L1.02 AREA 2 i \\ ,B5 L01, B5 L26 B6 L05 / B9 L08 61 L51 B11 L02 B11 L09 B1 L66 \/ �- L1.03 AREA 3 CA B13 L01 \ \ - - - - - R � PARCEL � B6 L04 B6 L19 B9 L04 � S122323 L Q ` 75'NORTHWEST PIPELINE R/W&EASEMENT \\ �� 66 L03 B9 L09 B11 L01 R/W o / One PER INST.No.8235869 \ 1 1 W Rio De Plata Or Cc WALKER TERRY G � R/W *00 2 %0 � \ 1��' B6 L02 B6 L20 � B9 L03 - - O B10 L14 Q R/W RIw O B13 L02 0 \\ LL \ / I I C - � R/W R/ --- B10 L22 S. Gr d Fork Way Z \ w \\ B6 L01 B9 L10 i 3 - - - - ea R/w _� - I w \" w I B9 L14 B9 L13 B9 L12 \ +� °� 3 y �y w \\ B6 L21 B9 L02 69 Lii \ O B10 L13 .i I /W B10 L15 B10 L21 B10 L23 J ANN B13 L03 o \\ \\ �� R/W R/W B9 L01 y I V B10 L18 B10 L26 610 L29 w R/W a \\ \\ R/�L R/W R/W \ I I - - -�- - - I I PARCEL CD c > I - - \ \ W Timberwood Or I I 1 I -- - - S1223131620 _ �r 6, \ R/W R/W `r NDURANCE HOLDINGS LLC PARCEL � a B10 L20 B10 L24 B10 L28 B10 L30 ^ I � oZS � i `tio R/ \ \ R/W /W B10 L16 , � _ S1223234100 �i B13 L04 \\ - - I = Q \ B10 L12 - - - - - - o y+ O O p WALKER DUANE L Q / i Cn 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 1 1 B10 Lii � Z I \ 1 1 I I I I I Q •- z o B10 L17 B10 L19 B10 L25 I y O I B10 L27 �+ .� LU 22 23- - _ - O y MIN CODcn / Z MO 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°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°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°06'19"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' 6165 OTHERWISE. 9. LOTS IDENTIFIED TO BE COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S Project IssNo.uance: 112019 a CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date oflssuance: 12-20-2019 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) 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' 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, 68°35'29" N37°54'29"W 260.13, 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. E o L14 159.58' S56°31'59"E C12 316.45, 200.00, 90,39,20" N83112127"W 284.46' PH: 208.939.4041 Project Overview 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT N R C13 389.27' 300.00' 74,20,421, N00142126"W 362.53' AT THE TIME OF RESUBDIVISION. TEE_ C14 140.75' 150.00' 53°45'48" S09°35'01"W 135.64' m E 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF ppi C15 129.34' 150.00' 49'2412" N07°24'13"E 125.37' MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. Oil See Sheet PP2.2 ..�iiiIlll Legend: 0 = PROPERTY BOUNDARY W Z O 7,407-SF \ r 63 L22 i 1 / \ / rpm 5,000-S �, F / 5 j / � � �� � - - o � - B L � � J � \ � / r q/w r / LOT LINE \ / 3 05 B4 L9 5,000-SF � 1rp, 4,616-SF B3 L23 i l i \ l M/ RAW RIGHT-OF-WAY LINE IIIIII� lllllllll� IIIIIIIII� lllllllll� IIIIIIIII� lllllllll� IIIIIIIII� IIIIIIIII� IIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� IIIIIIIII� ��(■� IIIIIIIII� IIIIIIII� �■ /IIIIIIIII� ,� ,� WWF IIIIIIIII� ■r �■ IIIIIIIII� T IIIIIIIII� IIIIII� \ 7,329-SF B4 L \ ' ' B3 L04 � � / � �� \ \ / ` B4L8 ` - - - - - - - - - EASEMENT LINE 5,000-SF 4,616-SF7 4,937 r10 B3L24 / \ � - - - - - - - - - SETBACK LINE 5,000 SF 63 L03 \ \ J / /� \ B4 L7 \ J / // B4 L22 BLOCK NUMBER \ % ' 5,000 SF \� / \ 4,616-SF ` \ 4,937-SF / / \ B1 L10 \ rr lip 1 11p, / J 1 L03 BLOCK AND LOT NUMBER \ \\ 6,625-SF j // / / \ B3 L25 LOT NUMBER B3 L02 4,616-SF \ B4 L23 �� A 5,012-SF / �� r �1 4,937-SF / B1 L09 vg, O A / / B3 L26 6,625 SF 5,000-SF B4 L5 / / \ / \ / 4,764 SF ' B4 L24 110 / 4,937-SF v v v B3 L01-, � �t7I ' o / ,g /-- -- / AREA 2 �► / \ B1 L08 \ 7 r v B3 L27 v r p S1223233670 �PARCEL � \V A so, SF v r ��'� �a / A V 6,625 SF 9 \ 5,000 sF r co r v b \ � � �� �� \ \ r °�• r B4 L4 � � CABRA CREEK LLC �� \\\\ // r' / i' r�p \\\ / rr �7 ' ti /rp 4,620 SF ' B4 J5 11 Q� 5,10 F p� i n �I •, /� V A ,' VAS ' V � �i rr / A � A p�` � V A / / �� 61 L07 \ �• h� / \\\ 6,625-SF \ Bo B2 L12 B4 L3 > r v xz V / \\\\ / ' / &\ \\ 5,012 SF \ �A,220-SF 0�'\ ` 28/ // o� /rl p.\ \ \4,734 SF > \ B4 L26 l \ \ i \ 00 o BC, / 41950 SIF B1 L06 v v v��/ �� r v B2 Li 1 v v v / ° �� rrp B4 L2 / r AREA 1 6,625 SF \ P \\\ 4,829 SF \ \A �� \O A \4,770 SF / B4 L27 v B2 L14v vv / v v 5,072-SF \ / , VA \ / A A V A boo B1 L05 \\ \\ // �� ,' V B2 L10 V A V / �� �/ v vv4,369 SF ,p ���� v v v �/ / v \ / ,-- / � / 6,625-SF �3% ��� ��� / A A\ 4,829-SF \\VAV j ��' \ / vv V B2 L15 v v vv / /�� BCB� V �o �B44 L�1v v B4 L28 v y1� Keymap: V A 4,443 SF ,� � SF \ 5,400 SF p ' Scale: NTS B2 L09 V A / \ VA / r B1 L04 \ \ // � � � / A A 4,s29-sF V A�� �� � v v i 6,625 SF \ r ,' i' / \ \\ \ n \ B2 L16 B2 L08 \\\V \4,443 sF � 5�• / A \ B1 L03 \ / / / \ \ 4,829-SF V A� 0`O/ � \ � / � � 65 L13 6,625 SF V / i i' A V "� / V A132 �' \ 4,827-SF 62 L07 \4,443-SF --- 6 r B1 L02 VGA\ // // \ \\ 4829-SF \\ \V /�� �\ \ \ \\V /� �� �/ vvA vv / �4 / / B7L < \\ \ \ �°� A A B2L18 \V A / o- y v B5 L12 vv v / �g / vv 6,625-SF \ / ,' j / \ i \ V \ �� / ��� 6,10( V AA V / \ 4,443 SF \ �j / \ 4,677 SIF V / �� A B2 L06 / 4,829 SF VA B5 L15 v 91 v � ' z \�\ � // ,, ,,� � � \A \V A ✓ i/ \v\\ B2 L19 V v�/ ,' � B5 L11 v vv v /�°` �ti / v vv v 4,660-sF v gyp ��` , B2 L05 \ \ \ \4,443 SF \ j� r A A 4,677-SF 4,829-SF \\ \\ / /� A \\ �� / A VA\ \\A \ / , V A �, B12 LO 3�3� �►� y \A \ V pro / \ \ B2 L20 A \ / ,' VA \ / v B5 L16 v v �'� \ \� \ B5 L10 4,238 S / V B2 L04 \ \ \4,443 SF V pr V / �� 0� / V A 4,790 SF i 0 / A A 4,677-SF 4,829-SF B2 L21 \ \ / V A vA v / / , /Pp� k� A VV \ j A B5 L17 / � V B2 L03 \ < \ \ 4,443-sF \ v B5 L09 v v v v v / \ �A 4,829-SF \V / / A\ \ /�\ 4,677 SF / / \\4,790 SF / \ \ V A B6 L1 v g PARCEL ° A V A 0.� / \ \ B2 L22 VA \ / / A A V A \ O S1223233950 G, W \ B2 L02 \ \ \ � / < \ \ 4,443 SF \ \ / < \ \\ <\ \\\ \ // ' 1 \ 5,300 S \ M \ 5,592-SF V A VA \ i' �� \ / B5 L18 V A �V A �9,224 SF JEWETT FAMILY LLC \ \ \ / \ \ \ gyp, / \ B5 L08 \ \ ��1 \ \ > ' / \ \ 4,790-SF \ rp, i \ \ / N B2 L23 \ \ � 4s77-SF \ � \ \ \ 4,443-SF / B6 L11 NOT A PART \ \ ��, B5 L19 f+ C � � A � � \ � � � � \ 5,300-SF / B2 L24 \ \ / \ \ \ \ \ / � �� VA 4,677-SF \\\ D�/ / A\\\4,790 SF O / \ \ \ / CD PARCEL V \\� 43443 SF \ \ / S1223233920 ��,/ �'� 62 L01�< VAA �� p A B5 L06 A� \ /� A VA V / �' �� v v v / v v CO) '� A / B5 L20 / B6 L10 v / v i $F \ B2 L25 \ V A A\ 5,6 L10 \V V ACID ADA COUNTY G �Q \ / 4,677-SF \ V / �' / HIGHWAY DISTRICT V A\ 7,233 SF \ �/ \\AA V A o / A\\\ 4,7so SF \ moo / v v A / vCD CD / �� \ B5 L05 �VA\ V A / 4,677 sF \ \ / a� A V B5 L21 \ V / o��� �� V A\ '4,0/ v B6 L15 / A \ / VA V A A \ 4,790-SF \ �,p \ B6 L09 V % / \ 5,800-SF 5,300 SIF v V A i B5 L04 �� /� 4,677-SF \ \ / R / / \ \ 65 L22 / i \ V / \A \ Q rr ��►. �� V� \ \ ° \ \ 4,7so sF \\ \' / j B6 L08 v v v d / B6 L16 v Grp✓ I� ,-- A V\ V A VA 0 h 800 SF \ L2 ' C2 i � 'loll // \ V B5 L03 \ \ A \\ r / A A\ 5,300 sF V / ■��/� C3 / G' ��p� // A �A 4s77 SF B5 L23 \ \ / �'' / L3 �� i �I / r \ \ \ / \ \ 4,790-SF \ \ / \\\ \ / 0� / \ \ \ / ■ '' B5 L02 \\ \ \ V A j \ / B6 L17 � \ 5,966-SF V ' 0.� \ \ VA \ / �' �' / A A 5,300-SF V u , rr ■� �' ` B5 L24 \ \ / �� ��► / A VA % 6,573-SF 0F` � A \ 4,790-SF P ' 1 \ \ B5 L25 V� \ / �� jp B6 L06 \ --- \ / A V Cz 153 �I ��o �// \ 4j B10 L03 'a \ \ \ ` \/ �\ 4,790-SF \ �,�, ,' .`�� / / \\\\\ \> v \\ `- B6 L18 / 214,852 SF ���Q�S� �` 65 LU1\ / \ �A ' Q W W \ ' • 6,366 SF SF A B5 L26 \ \\ // A B6 L05 Q / \\\\ > v > I - - -- --- ---- - _ �� Nome Bll3 L01 V / \ \ / 14,6� / A B6 L04 �� \ \VA\5,300 SF \\ \ / ��/ 6 L19 56,00 Sl` ° A CC 0• / � v v 66 Loa v v / _ _ R/W - Line Table o PARCEL �� V / / \ \ 5,300-SF \ \ / 1-1 - - - z S1223233905 V �� �v�� / \� \ \ SEGMENT LENGTH BEARING WALKER TERRY G ,' // B6 L02 \\ \ �, B6 L20 �� 7y 6 919 SF \ V / LO 33' L2 30.00' N25°08'21"E LU B13 L02 , / 5,80o SF \ \ \ / �p ' BC BC O � � L3 58.64' S89°16'08"E 11,753-SF �� �� \ v \ \ \ / B6 L01 L - -_ _ 38,817-SF _ - L5 231.17' N10°08'10"E ■ ■ L6 6.36' S75°06'37"E B6 L21 j L7 79.42' N14°53'23"E ■ W Q s i w w «� 5,800 SF j L8 150.70' N61°29'03"W �� - - k-61 L9 90.36' S00°48'16"W 2i Q 0 w = w L10 118.75' S61°29'03"E L U B1� 3 L03 ��� r 2,922-SF L11 150.79' S72°20'41"E R/VW �� \ - --------- L12 10.00' S86°31'43"W Revisions 1 ------ ----- O _ - - -- - - -- - - - - L13 188.54' S03°28'17"E WAmberwood E / M C., ------------ -- -- - --- L14 159.58' S56°31'59"E - - ----- 1 AGENCY COMMENTS 12 07 20 W Red Clay PI - -� �-� � - ° � _� � � .� 174 � . � . ----- / / m L15 37.00' S37°52'47"E / O& -------- -- -- QR \ ti � - �� � w L16 70.00' S52°03'57"W PARCEL � i / / � \ quo � - - - - - - - - � - - - - S1223234100 / \ � � _ � '/ - - _118'. - - - \\ w w C \ "'� - - - -- � - - - L17 34.82' S36°2T55"W WALKER DUANE L 1B�3 L04 / / �, - - - - - \ CD L18 110.54' S17°17'53"E CD � / / '-� � `n \ L19 21.6T 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 I I � I I \ / / 21,054-SF I 14,941-SF 14,142-SF B10 L02 ` 16,971-SF Curve Table i i 18,096-SF � � � 34,736-SF L - - - - - - - - J CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH - - - - - - - - -� � � - - - - - - - - - - - - - - - - - - - \ � � � I � / I I 33' - - - - - - - - - - J - -- - / i BC-BC I w - - --J � I- --J � 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 - - - 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' 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 R8954840140 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' J II 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 ts C12 316.45' 200.00' 090°39'20" N83°12127"W 284.46' Preliminary Plat oil E C13 389.271 300.00' 074°20'42" N00142126"W 362.53' Area 1 g a C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' z Preliminar Plat Area 1 0 50' 100' C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.37' y PP2 ,A HORIZONTAL SCALE: 1" = 50' ��o 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 Sh 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 I 0 0� 0 67, W ro 0 6„P11 B1 L21 / / \ w �\ 0 EP 81474-SF Fp o \ B1 L20 � / / / B1 L22 / /� �q, \ B1 01 8,882-SF �\ / 8,241-SF / v F���0� 40, 47 SF \ o 4�fr I l PARCEL I / v v A v / 1 v B1 L23 // /� v Fp- 0 C710, _ S1223212760 / v v / ,----- / / - F v 8 \ \ '�' \ ,159 S / / \ O6 CABRA CREEK LLC .EMERGENC Y ACCESS // B1 L19 � i o � � \ /// / / /� � �Fp o � RESTRICTED TO EMERGENCY c 8,487-SFcc 61 L24 a �,"' y / / 8,195-SF / / v PARCEL VEHICLES ONLY. METHOD OF / 'r RESTRICTING TRAFFIC TO BE ; '� v ,moo / / 0 v �� / I S1223120955 1 AS APPROVED BY MERIDIAN FIRE. \ - o C� I SOUTHRIDGE FARM LLC �000 a - 11g' N i / B3 L 1 Sp \ \ / // B1 L25 / / \ \ 10 \ \�_ter J Q °°°° � 1 �? 5 441-SF \/ / 8,156-SF 0/ / \ \ FPS = Z' C10 °°°°°°°°°°° °°°°°°° 1 �'� ° ° 0 �O \ AftB1 L26 / v v / / I 1rs' � 1 � o �, / s,162-sF / / 3 F Cw I B1 L18 1 I B3 L13 0 \ Q 1 8,122-SF 1 1 8,236-SF 1 I �� v / Bi L27 / / v �Fp 0 \ I I 1 I - I �` / / \ \ \ -S 8,141F ' L - 1 i ; L 1 �l 1 B3 L15 / - - i - - - 6,051-SF \� � i. I - - - 116, i - - - - J l I i h� � � / / B1L28 0 I V N Q - i � � - � `� A � 8,141-SF / .� � \ I B3L12 a r - _ - - -1�T •��,�c, o/ / // \ \ 0 ` I B1 L17 1 i 1 6,000-SF C M' 1 7,571-SF \\ I O B3 L16 I � � ��, ��� � � � / Bi L30 PARCEL I w - - 1 11 - _ - J 1 5 800-SF I y s p 8,158-SF / / 3 FP O� \ S1223233670 - y 33 o CABRA CREEK LLC o, B4 L15 B3 L11 1 - _ - �110 i '� / / B1 L31 / \� \ ■� y � o ; � 1 1 _- � � � � `� � / ' 6,000-SF I - - l 8 ■ B1 L16 / i I _ I 22,058 SF O �� v �/ / 8,158 SF _ / / / 7,245-SF / I - I M B3 L17 I i = i .� / l 0 l 33 / i 110'- 5,800-SF I Q w '• / B1 L32 ``��; � 8,158-SF B1 L33 115, B3 L10 - � � - / 8,158-SF / 6,000-SF / y / B1 L15 / / I / I B3 L18 10'- - - 5,800-SF y I B4 L14 B1 L34 / 7,283-SF / / - - - / - - 11 11 / / / y ,\ \ / 11,389 SF / / / - - a - - • 4,616-SF _ - - i v 3,965-SF /0 Nome � �� l � 1r0'_ - - � - l � I B4 L16 � - � � \ _ , ,, +�"? � ,� o I � / / B3L09 / - -1 - � \ / Cc 4,937-SF / / I I - 11 r r 6,000-SF � I i 1 � ,, L12 � 6 B3 L19 50 i r, / B4 L13 -7 - 1 d B7 L13 I p B1 L14 i 1 © � l 5,800 SF / i R/W l 4,616-SF / - - �� v - - J II 7,003-SF I `� o �� �� �� / / , J / / \ - l I 1 o/ I I I Line Table o 7,324-SF l �� 33, l i / B3 L08 - l i BC-BC / - - J l 64 L17 / 1 - - - I I � i � v A �� � I I SEGMENT LENGTH BEARINGCL)1�p, L 4,937 SF ; /10- - - - - J I 1 B1 L35 pC V L 5,000-SF / B4 L12 - - / - / B7 L15 I � \ / -� r `" I 8,357-SF I ! I L2 30.00' N25°08'21"E LU B3 L20 / / 4,616SF / / / - A - / / . �\ �1 5,000 SF \ M/ l \ \ J p i / B7 L12 / 7,131 SF / % l l l 1��fl' A l I / L_ I I I I O -O I co L3 58.64' S89°16'08"E B1 L13 i / � � � / / rr / - J / B4 L18 1p 6,1oosF / / i `� y - -_- - - - � ■� o J L5 231.17' N10°08'10"E ■ B3 L07 / 4,937-SF / - - - - i - _ _ 06 O 7,370-SF l r / � 1�0 1 � L6 6.36' S75°O6'37"E � � / � 5,000-SF � � / / / 64 Li 1 � � �� 1 , - - - / - - - � � � � I � � - - - - � � Z / SO' / & / L_ 4,616-SF - / ) - - - / - / 50' Q B3 L21 ' - / - - - JCIO - - J 1 1 Q 5,000-SF i i 11/0' \ / l \ Q / - \\ / B7 L16 / K/VyI mo I I w L7 79.42' N14°53'23"E ■ W p_ l 33, / l - / / l 5p /p i I - L8 150.70' N61°29'03"W Z J J / B4 L19 110, / 6,300-SF / R/W B1 L36 d B7 L11 33' I Q B3 L06 � � � � r r � � ' L9 90.36' S00°48'16"W - _� - / B4 L10 - L 4,937-SF / 6,100-SF / / p i BC BC 8,143 SF I I 0 11 . B3 L22 - / \ /� i \ \ 33 I w L10 118.75' S61°29'03"E w / B1 L12 5,000-SF / ` 4,616 SF - / / ^ / / o I it / 1 B 7,407 SF D ` ' 1/0,\ \ M \ J '� i 1r0' - l / - - C'BC / - ` L11 150.79' S72°20'41"E U� 5,000-SF r r � � � � �' l � � i / r r p- / l r 1� / / � � I i � -- -- - - - � -v v I 130' am O $0, _J / / / O CL _ - - / / B4 L20 110' - B7 L17 i /"' NMID EASEMENT B3 L05 / / B4 L9 ` /9 / a / / -- -- - - - - I L12 10.00' S86°31'43"W 5,000-SF , / �1 i ` ' 4,937-SF / y / B7 L10 / / I L13 188.54' S03°28'1TIE 6,300-SF i Revisions 1 � � 4,616-SF � \ 1y � r r � � � � / co r , 6,100-SF / � , i � � B3 L23 / 11p /c'+�/ \ o / / B8 L I L14 159.58' S56°31'59"E 33 \ \ \ � / \ \ \ % \molt- Now \ I 1. AGENCY COMMENTS 12-07-20 \ 7,329-SF r / ` / / / 0�0 I L15 37.00' S37°52'47"E RIIIIIIIIIIIIIII Ell� �Ill- 1 1 , r � a 8,288-SF B3 L04 / / B4 L8 B4 L21 10 r / ` 4,937-SF i l J 6 l a I I \ I L16 70.00' S52°03'57"W \ \ v 5,000-SF _ 4,616-SF _ / B7 L18 r �� / ' /`V `' �• A / rr rr \ rl r : 11 l l ; /l / ,3oo SFF / / ,'r B3 L24 / 0 - \ / M / / a B7 L09 ` / R/W L - -_- - - - - J o I L17 34.82' S36°2T55"W -_ -, , - / h / �r r r / D• \ 5,000-SF / \ b \ J 6,100-SF / \ / _r - - - - - - I L18 110.54' S17°17'53"E / \ B3 L03 � ; B4 L7 B4 L22 1 - / is t ' F1211 \ � J / \ \ / r rr � � 4,616-SF \ ' ` � 4,937-SF r10� � so, r 1�,\ \ \ \ \ / /� � � \� \ � � l i �` -� , I I L19 21.6T S32°06'19"W / <\ B1 L10 \ l r r 5,000-SF , / \ 1 / / \ \ 6,625-SF / r \ \ / B3 L25 \ 1 /r l0' l� \ l �o i Rey l l - B1 L38 V B7 L19 ' - - co h"� / \ \ / � � \ � ^ \ 5,000-SF r � r � � � � � � r � 9,241-SF 33, B7 L08 / rn B3 L02 \ / B4 L6 / / B4 L23 1r�, Bc.Bc / 6,10o sF / 6,30o sF / 11�, I I, I �e 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°1553" 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 k ts C12 316.45' 200.00' 090°39'20" N83°1212711W 284.46' Preliminary Plat E C13 389.271 300.00' 074120142" N00142126"W 362.53' Area 2 g a C14 140.75' 150.00, 053°45'48" S09°35'01"W 135.64' z ' Preliminar Plat Area 2 0 50' 100' C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.37' y PP2m2 HORIZONTAL SCALE: 1" = 50' if_,o Oil ,,dgdhm,.-See Sheet PP2.2 0 = L12 � � � , � Legend: _/l l l l � � � l i o N y I rn �I I �0, ` l i i - - I J \ PROPERTY BOUNDARY / B4 L10 � `� ' � � �� CIO - - - I I - B4 L19 i �' TO' / / 50' \ I Q� 5,800-SF / / y \ / R/W LOT LINE 6,000 SF / �O / B7 L16 / 5p, I n,o / B7 L11 / 6,300 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 -41V 5,800 SF / B4 L20 ■ i - - - __, - / f I - - �� ,T, \ - - - - - - - - - EASEMENT LINE / h ` 6,000-SF / i l J / j I IM__- v v I 130' RIO B7 L17 / - - NMID EASEMENT / y / B7 L10 l 6,300-SF / C I - - - - - - - - - SETBACK LINE 6,100-SF / / � 1 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 \ / ` � 0 S1223120955 LOT NUMBER \ \ / / / B7L18 / r i I J I 12 B7 L09 ` 6,300-SF / R/W _ - o I ` 0 SOUTHRIDGE FARM LLC / p L - - - I 0 0 �r 6,100 SF / v i (I w�I - - / / a11�� ---- 121'- - - I o Southridge / B4 L22 / 10, / l o ��1 st _� I I I I o \ / vv _ 5,000SF , / � � �� � � � v I I �o division Sub B1 L38 I I 2i B7 L 8 B7 L19 �' ---- II 9,241-SF I /� No. 33' / 0 I I \ A l v �01 � BC.g r � 6,300-SF / �r1' . I -o � .� / B4 L23 c C 6,100-SF I I I ° AREA 2 \ 5,000-SF I BiL41 ;125' -- -- -- -- - - � I Ita B7 L07 / B7 L-S / ,0 7-S 7 3,816-SF ° / �► \ < 6,100-SF \ 6,300 SF / 7,057 SF / I B1 L39 v 5,000-SF v � v �► / � I / o EP v v _ / _ / ' 9,254 SF / �� � � ��3� v � v � / � I I / �Q FA . PARCELCP X � A /co S1223131320 `" \ , / w - - - ENDURANCE HOLDINGS C AREA 3 B4 L v v a.. B1 L67 !�, / 1 \ v v 5,000 / p / B7 L06 v / 67 L21 i i / 61 L44 30 - 5 339,V16-SE/� / /� ° AREA 1 \ v / / 6,100-SF v 6,300 SF i 1� / 7,057-SF / - -155' - - -- - o .1 vA v v v \ B4 L26 r / v v v �' h� / v v vyam/ '� I B1 L40 / v / co 11,431-SF I B1 L60 5,000 SF r v v v v � � \ F,o 3o o co�� �/ ■ B7 L05 �' / I I 17,691 SF / / \ F ��. �� o Keymap. B7 L22 ,o ' 6,100-SF / 6,300-SF / / B1 L45 I I I - 0'` / \ / / \ ° ����5� \ Scale: NTS r \ I --- - - - - '� 7,057-SF L- -162'- L27 00-SF Bi L61 / / v \ Sheet Notes:� r r \ � \ / h/ W \ W � �'� / // \ \ 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 6,10o sF � DETERMINED AT THE TIME OF PRELIMINARY PLAT SUBMITTAL. 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 B1 L59 A V A / / //�/ \� ° / EXCEEDING 150-FT FROM THE NEAREST POINT OF FIRE TRUCK B 33 7 v / / V I EPA- =EP \ 10,104-SF \ / / / / \ \ \ ACCESS THE END OF THE SHARED DRIVEWAY TO REACH THE B7 L03 \ \ j \ \ r 0Bc r0 \ \ \ / �`o \_ - - \ \ MOST-REMOTE PORTION OF THE STRUCTURE,THE HOME SHALL BE / 50' INGRESS-EGRESS EASEMENT \ \ o _ - -/ // \ ° / PROVIDED WITH RESIDENTIAL FIRE SPRINKLERS, OR AS OTHERWISE B7 L24 � r \ \ �\ / w INSTRUMENT N0.107123370 55 _ � � \ - N / .o \\ r , 6,100-SF � � r / v � �, _ _ 6,300 SF / / \ \ \ \ J \ / \ \\ B1 L58 \ \ \\ ✓ / \ /�// B1 L62 APPROVED BY THE FIRE MARSHAL. %/ \ 7,821 SF \ \ / 47' B1 L47 V v / V A \ \ / Q / / 11,863 SF <% 7,057-SF 1 , \/ ��h / \ FA / 7 B7 L02 \ / / \ 7b' B1 L57 \ \ r- / `ti r'� / 70, v w I �p V 10,725-SF V A \cQ J / / / 6 A / 6,100-SF B7 L25 r r v v / �/ �Q� v v r _ v v PARCEL v / 6,300 SF / / v v v v / � � w v v A A> 3 `' \ // / A F� ° S1223142010 ��� \ /`� v / r' / ,' v v v �c��`` / v \ ✓ 26 r I /% CHALLENGER 4&t B1 L48 v o6�� //gyp/ B1 L63 \ DEVELOPMENT INC 14,144-SF ° O / rr 7,057 SF Fi0° Q v v ` B7 L01e. � B7 L26 o � �\ � � � � F,o 6,300 SF �/ ,' v v / � w w / \ - �` i i Southridge 5F \ r / B1 L56 \ g 9,815-SF Line Table Subdivision B1 L49 / v _ SEGMENT LENGTH BEARING i / / 7Q, r r 7,057 SF / v v v v / /' v 0 i \ No. V L2 30.00' N25°08'21"E /' 16 B6 J \ B A r' rr ��� / l v vAv v / /r /' I I 33 G �� I PARCEL V L3 58.64' S89°16'08"E CV 5,300-S B11 L05 S1223131250 0. V A\ �A,,224 SF �� ' / \ �A A / / B1 L55 ,' ,/ / I I I ` \ 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 - \ �` / / B1 L42 / 9,727-SF / / \ \ y L6 6.36' S75°06'37"E \ \ ! I I 13,669-SF \ � �` �-0 A\ 4' / v / B1 L50 66,785-SF / r / \ \ B1 L64 V .o .off '� / vv �\ 70 . a � B6 Li 1 v v v 8 7,057-SF / - - _ _ / / I I \ 2s,ns sF ' o L7 79.42' N14°53'23E = 5,300-SF / / \ p \\ \ / / w! - - l i / I I \ �Q I L8 150,70' 161°29'03"W CA \ B6 L14 \1c, I L 43� - - - - - - - JI I \\ \ \ \ o L9 90.36' S00°48'16"W � \ \\ / j / \ \ 6,545-SF / / v �, \ /- -� I - - - - - L10 118.75' S61°29'03"E -- - - - - - - \ / \\ \\ / / ' � \ \ \ \� w '✓ \ W I 8,929-SF I � O 4�` - � � � \ \ i J � � � I L11 150.79' S72°20'41"E - I I I \ \ - O o - / A B11 L04 � / / / �, �, o L12 10.00' S86°31'43"W � - - I BC-BC I I \ \ i / i I ■� B6 L15 �9 / r - - - - - - 10,073-SF L13 188.54' S03°28'17"E -143 I I I 611 L07 \ i a �n / \ \ • L14 159.58' S56°31'59"E ■ 5,800-SF ' / rr0 w � � I � - - - - - - - / \ /r r V A I I I 13,647 SF \ \ % i Bi L53 I CD �J= - - - - I II L15 37.00' S37°52'47"E L - - - - - - / A / /' /' 7,892-SF - - - - i I L16 70.00' S52°03'57"W ■ � \ k6L16 \\ 1� / �!�► / B9L07 \ \ /� I i i - - - -- - - - - - - - -- - - - _ --- I a a o v v v 800 6,089-SF / L17 34.82' S36°2T55"W - - _ � -143' I I I I / / / / - - I B11 L03 I v I L18 110.54' S17°1T53"E / / B1 L65 L19 21.67' S32°O6'19"W v / 10,103 SF LO B6 L17 v � /' �� i / v v v / `'4' ` � ��c> I I i i I I I B11 L08 / / / / B9 L06 \\ / \ 1� B1 L52 I I I I I 12,997-SF / r' 19,843 SF 6,573-SF ' /rr 1y� \\ 6,089-SF `� �p w I 7,878-SF - - � A ` w w I - - I -- - - Jq - B6 L18 Co / B9 L05 V v v - - - - I ' / v v v / Q Q o Curve Table Cc i / 6,089 SF V / I B1 L51 I I I l 6,366 SF / / B11 L02 I / �� \\ `Q CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH O C) B9 L08 8,137-SF I I - I B11 L % v pC � � � I I � 10,608 SF �� I 09 / , r A o 110'- \\ \ \ /� 38,776-SF \ _ j I I I 10,797-SF / B1 L66 o C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' p /\ \ \\ \ O \\ _ - I i I I / 14,232-SF ♦ C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' Q _ -143'� I I / Q o a I i r ' B9 L04 \ \ \ -1-35'-_- -- -- - -- - - -� L - - - / / / C3 25.41' 20.43' 071'15'53" N54°13'05"E 23.80' IY B6 L19 p LU 6,089-SF l v v 777� _ B11�L01 - - - - _ -- 435� / M o C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' c 5,800 SF / B9 L09 --- w _y47_ r h O N C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62' „{ I 50' I � - - - J � 6,248-SF / r ��, `� �� � r � � � � � � Q o ■� ■� T� R/ 1101- \ / l U-- ♦- - --------------- -------- ----- ----- - c� �/ 0 C6 288.12' 1047.00' 015°46'02" N38°26'04"E 287.21' 06 O ✓ ✓ w v / v C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55' Q � m 1 1 I _ _ v ,/ �g9, -------- - m---- W Rio De Plata Dr -� M p CD B6 L20 B9L03 w o - - - - - - - - - - - - ■�' --- °° - - \ � 4,6 3-SF ------ -- - - ----- I 33' I �,I 65' 65' 65' 24' \ `J � i l \ � � ,_ C8 320 04' 375 00' 048°53'57" N85°56'02"W 310 42' J 5,800-SF BC BC 6,089-SF �, - - 10 - -____ -_ z - - - - , - � � - - - - � � - � � _ -__ --- ------ - - -_ C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' B9 L10 / i R' Q� -- - S89°02'41"E 212.71'111 11 C10 46.42' 320.00' 008°18'42" S68°11'20"E 46.38' O w 0 110'- 3,710-SF - - - \ VA 7,344-SF / � 33 i � I I - - 143' � � � � � � � _ 11 � u � � � �C - - - - - - 11 *- 0 C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13' Lu BC 143- - - - - - - - - - c� B9 L14 III B9 L13 I B9 L12 I \ / / I _-_- 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' o I 7,105-SF I 7,105-SF I I 7,105-SF B9 L11 V / B10 L13 - 5,800-SF I I 6 089-SF I I \ � ti I I I \ � � C13 389.2T 300.00' 074°20'42" N00°42'26"W 362.53' Revisions 1 - - ---- I I I 1 1 6,999 SF \ \ / i 14,990-SF _ 1 B10 L15 1 I _ 0 - _ - - - - - 110' - - - - c o \j \ l i �� 13,483 SF B10 L21 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 r r o `��9,\ � ♦ 10 L1 12,271-SF 1 1 - - L_ - - - _r _ _ _ - -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 1 1 4,49 -SF I B10 L29 LO / � r1, Q / y 4 , _ Cal 12,366 SF 0 L _- -- - - - - - _ _- - - - / F 141'l 3 3' - � r - - - - - - -- - 143' - - - m erwood Dr - - - W Timberwood Dr - p -�' � � '�\ J 1 1 � I I I _ - - - - - - - - - - - ---- 1 1 '� // co B10 L16 B10 L20 o I B10 L24 � V B10 L30 o 12,1 02 SF 12,272-SF I 12.272-SF B10 L28 15 15' \ 22,050-SF o - � r- - - - - - - - - - - - 15' 15 I - - - - - - - � � - \ \ 12,859-SF c- 1 0 1 1 1 1 \ \ 1 � I - I \ Southridge o - \ L -_- -_ _ _ I I I I \ ' III III III III j \\ B10 L12 - - - - 140 1 - - - =J L_ -- - - - __ - J I- -_ -- - - _ - - - - . Subdivision III I I I \ I F- - - - - - - - - - -143'- - _ _ /� 34,187-sF 1 i I L- - - 43' - - -- -- - I I I - - -190' - - No. 4 1 B10 L06 I I B10 L07 I I I I \ \ M III 1_ I 1 1 \ a PARCEL 16,9� I I B10 L08 B10 L09 B10 L10 \ \ \ O° S1223131620 1 1 16,969-SF I 1 16,967-SF 16,965-SF 1 1 16,963-SF I I B10 L11 \ 1 1 U I ENDURANCE HOLDINGS LLC I I I I I I 19,794-SF \ \ � SEE SHEET NOTE 1 1 1 SEE SHEET NOTE 1 SEE SHEET NOTE 1 -1 I I 1 1 1 1 \ \ I SEE SHEET NOTE 1 0 III I I I I \ V 14 10 17 B10 L1 � 10 25 B10 L27 _ - - - - \ \ 22,378 SF I 22,742-SF I 22,710-SF I 2 2 - F / I - - - - - - - - - - � - - - - L - - - - - J I - - - _ �1 I 1 1 - - - I - - - - - - - - - - - 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 PARCEL g / R054 010300 GARDNER DUSTIN E / PIERCE GEORGE A Preliminary Plat - Area 3 Val Vista Subdivision No. 2 / ABERSTEFANA 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 i ♦ o ♦i p 0 O • ♦� ED o p / ■ ■ ■ ■ ■ ♦♦ 1♦ i RIW ♦♦ ♦ ♦ p o o EXISTING ZONING DESIGNATION (TYP) ■�'� Raw � ♦ G3�� C �0�40 ]C� • &go■ EXISTING ZONING BOUNDARY (TYP) ♦♦ G � pG30pO�CD0000 at ED ■ ♦ � Gt3� � pGt30pO�C�D ��� Gt3�� pGt30pO�CD - PROPOSED ZONING BOUNDARY LaDLQ • � I � 0 110RA (0D)U Uw QM4 Preliminary Plat Proposed Zoning Summary HORIZONTAL SCALE: 1" = 160' Nome \ / Cc y �j nn o 0) cc LU C:) / o = CC c-6 CD / � � llllllllllllllllllll� J O � Q w � �� pGti]LQ�C LU CO3 a U) 2-5 Revisions 1 1. AGENCY COMMENTS 12-07-20 R/W RIW R/W ` PHME Q3 / / Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat i Preliminary Plat Zoning & Phasing g Preliminary Plat Proposed Phasing Summary PP3HORIZONTAL SCALE: 1" — 160' ��o 0 NOTES: Q General Landscape Notes Pro'ect Information 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO 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; O 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 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 ROOTBALL. ``� 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 _ fs SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, M THICK ROCK MULCH LAYER, KEEP ROCK ICN /V//� � � � � �� � � � � � �A//�A// / �` MULCH 3"AWAY FROM TRUNK. ROCK MULCH TS STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. \ \\//\\ \ \ \ //�//�/ 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. UTILIZE SOIL/ROOT PROBE AROUND TRUNK COMMERCIAL \\%\\%\\%\\% /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ BACKFILL WITH SOIL PLANTINGX. BACKFILL WITH SOIL PLANTING MIX. SEE G. FOREIGN MATERIAL ON THE SURFACE. FREE AT THE TIME OF LANDSCAPE INSTALLATION.REMOVE ALL ROOTS, WEEDS, ROCKS AND FERTILIZER TABLETS \/ /\\\\/ /\/\\\\\\\\\\\//\//\//\j/\\\// MIX. SEE SPECIFICATIONS FOR (HIGHEST ROOTS.A HIGHEST ROOTS SHOULDM TRUNK) ABE \` i \ 311 SPECIFICATIONS FOR ADDITIONAL INFORMATION. H. NEW TREE PLANTING, SEE DETAIL 1/L1.00. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, LE..... FROM BEING BLOWN ADDITIONAL INFORMATION. POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. FINISH GRADE I. NEW SHRUB PLANTING. SEE DETAIL 3/L1.00. 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 ROOTBALL, 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 WRAP THE ROOTBALL, IT SHALL BE COMPLETELY V/VA � '3 : 3 5 N V/VA/ K. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. 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 ROOTBALL. COST TO THE OWNER. 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.I. 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 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 NOTES: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 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO PROPERLY OFF SITE. INSTALLATION OF PLANT MATERIAL. ^° 0. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES FOR LANDSCAPE ROCK MULCH TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO = 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. PREVENT SLIPPAGE. a RUBBER CINCH TIE 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. Go 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. \ 2"x 2"x 8'CEDAR STAKE DO NOT PENETRATE ROOTBALL. ROOT PROBE \ SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. q SOIL LINE J`� 3"THICK ROCK MULCH LAYER, KEEP ROCK 6'TAN VINYL FENCE 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. -- -------- � � FINISH GRADE REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \\j\ \ /j\ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \/j\ \ //�/j// \\/\ REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE " LEFT ON THE BOTTOM OF THE ROOTBALL. SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2x ROOTBALL DIAMETER j 3x ROOTBALL DIAMETER — — — — — — \ \ \ Coniferous Tree Planting / 2 Scale: NTS — — — — — — — — — — \0F� _ _ o F�° O FA a r •a ,I - ---- � F\�Fls� � Area 2 � If � / V. r J.. \ C4 / Q. •31 FA• I t Nome Elm# 3 Gr Cc J 0 � Pa o� tly \ e � � o \ o = J \Fg o i tt w LU : '�;*:•:.... • ' per \ CD LU I i Fo C4 A G \ \ •. •1B LE q \1 RevisionsX. 1 •15 Gi 11 O\ / ... 1. � F / J e.. J Gi 24 C I m . �•':• .•y 41 rc Area 1 Area 3 I .:O''.: s11 '• wl 'ff�� .� :•lam:•:.. l� I I 2 i .4y l' I rf a� I I W :•9fF4•::::::::•:•:•::•:: FA 1 a I ::::::.. i a _ i 'f. / ':'J!1':':' •'1. ' 20 FP I Fd . YD r aG::R. / / 4 :•:`•: L' •J .• •. .'ir•• •.'.l'. f:'. .2. e •:::::. •:::::.:•:::::.:•:::::.:•::: • ......... EIOF �.• ................. ..Lt':': 51 is 15 iG \ `1 tty'iP D. y'� i 4 4 ..........-- • • DSC :::::....... K----%----x----x....K....x....x----x----K----K....x....x----K. :::..:...:...: x_...K....x....x----x----K__._K----x----x----x_.. K._._K_.._x._._x... x x ■---- X---- x---- x---- K---- K---- x.--- x---- K---- x-...x---- x---- K---- x---- x---- x---- K---- x......... x---- x---- x---- x---- x---- x---- M---- x---- x---- x---- K......... x---- x---- K---- x---- X---- x---- K---- X---- x---- x---- K..._x..._x---- X---- K_.. z Protect No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat IR Landscape Plan E 9 Ea Landscape Overview0 150' 300'aLl 00 -_- HORIZONTAL SCALE: 1" = 150' ■ om AREA 2 r See Sheet 1.1 .02 131 L12 W Z O B3 L22 ° ;`. B4 L09 -� (18)TG � � •r� B3 L05 • AREA 3 B3 L23 .'/ o •' FM - B4 L ` •r ' B3 L04 1 / • r \ ts a - B1 3 L04 BI .II III\.I B3L24 B4 L07 �'� • (4 LE + B3 L03 �/ B4 L22 Keymap. (16)TG �r •r Scale: NTS 61 L10 `' �' ' o B3L02 \\, o %� B4L23 PLANT SCHEDULE \ •` B1 L09 �` '.� • / B3 L26 •',' ° ,= CLASS I TREES BOTANICAL/COMMON NAME SIZE CONTAINER a , - •,' • B4 L05 „ 0. SC MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2 CAL. B&B A '.- � B4 L24 31 L08 - •- - 63 L27 1 CLASS II TREES BOTANICAL/COMMON NAME SIZE CONTAINER •' � B3 L01 • i ., ,� �� '.`• '� •• B4 L04 FA FRAXINUS AMERICANA 'AUTUMN PURPLE' /AUTUMN PURPLEASH 2"CAL. B&B �'� • �' •�� -. r'TG (10 ; I FP FRAXINUS PENNSYLVANICA 'SUMMIT' /SUMMIT ASH 2"CAL. B&B �� � �°• ,•,' / :*• ;� ,• �, '• / B4 L i GT GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B • a ' -' / LE LIRIODENDRON TULIPIFERA 'EMERALD CITY' TM/EMERALD CITY TULIP TREE 2"CAL. B&B •� B1 L07 �' B4 L03 � � ' B2 L12 :� %.' •'� TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B .i ,B2 L13 ` 'r / •i B4 L26 �' �-�� +'� • 4% CLASS III TREES BOTANICAL/COMMON NAME SIZE CONTAINER B1 L06 ••' '' B2 L11 B4 L02 / 1 �r OR QUERCUS RUBRA/RED OAK 2"CAL. B&B • -� B4 L27 • .,, EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER B2 L10 �� • •. • 31 L05 • - o ^�� • - • `. ' r. PF PINUS FLEXILIS VANDERWOLF'S PYRAMID' /VANDERWOLF S PYRAMID PINE 6' HT. B&B / `•o° / ' .- ' PG PICEA PUNGENS 'GLAUCA' /COLORADO BLUE SPRUCE 6' HT. B&B \ • -, / B2 L15 .; �= ` �64 L01 . B4 L28 •'� (1 FP rr • G �� �Q• •�•� B2L09 / ��"�� •,*� �. .* • �, Material Legend B2 L16 •- ' �'• ��' •i' / '` LANDSCAPE AREA:TURF, SHRUBS,TREES, BOULDERS, ETC. �;• B5 L13 1 r B2 L17 - ' - • B5 L14 • .` 0 0 0 6'OPEN STYLE METAL FENCE TO MATCH - ' � � � � \ .','� �:�• � B2 L07 � �� ,' � � � �� � ��� -�' i� EXISTING, REFERENCE FENCE IMAGES ON O 31 L02 +•�� / B7 L B2 L18 �% ,',` B5 L12 •.r' i t,', o �` �� '.+• `' �.. :�� t� ` 6'TAN VINYL FENCE TO MATCH EXISTING, -,\•/% • B2 L06 „• / �� ���`� ` REFERENCE FENCE IMAGES ON L1.00. - - (18) LE ' o B5 L15 -+ - .` (2) S /. 12 L19 B5 L11 -�,L'.✓. .• � �` C ��� �'� a` / ^`� (6) ��. ----xJTI ----x----x----x----x- EXISTING SOLID FENCE TO REMAIN. .�. .\.` A B2L05 / - ) III .AM1fr 01 Iz . 612 L01. .� ��• -� , �' B2 L20 -• o / B5 L16 .,' B5 L10 v �'• B2L04 �:' u,��' ' Keynote Legend • ��� �� �' B2 L21 .moo / .;' ' 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. ` �� �•- .%' B5 L09 B5 L17 ;:` 2. END FENCING, SEE LEGEND FOR FENCING TYPE. B2L03 ' ��' • 3. EASEMENT BOUNDARY. • ••' ' �� B2 L22 ` ' r B6 L1 B6 L13+ 4. STORM DRAINAGE STRUCTURE, NO TREES PLANTED WITHIN 10'OF '.�i'.'.`.'. B2 L02 .. o �, M STRUCTURES. ` .� � � � '� B5 L08 B5 L18 / � � �� O 5. 40'X 40'CLEAR VISION TRIANGLE. �% '•` B2 L23 • 1 r 6. 20,X 10'CLEAR VISION TRIANGLE. •�\ a J 7. PROPOSED POOL HOUSE/CLUBHOUSE, REFERENCE CIVIL. �— NET-A-PART B6 Li 1 ow 8. PROPOSED SWIMMING POOL AND PATIO. � ��� ���-����� � ' � B2 L24 , � � B5 L07 / B5 L19 .`, / D 9. PLAYGROUND. ' - Bz L01 -' Project Calculations �� '��• B2 L25 y `,' B5 L06 B5 L20 -� ,�`- B6 L10 CD � y A. WIDTH OF STREET BUFFER: 20' 1 •-•�• `•�'�' .: �'. .e (21)T� ' ' ' B5 L05 ', ,' / B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET (W. OVERLAND RD.) I '.' ��` a ' B5 L21 ' B6 L15 / ` `.'.'. �'.`. �`.`.'.`.'.`.` •`� B6L09 �� / �, ,' C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) .Rlby. ��`• �' .e,. `. `�' ,'w` (1 PER 35 LINEAR FEET) ---- ,� .�. .'� B5 L04 1 ��,I •{,+, �� �, ,��• � a \ B5L22 `.�' / =` 6L16 D. RESIDENTIAL SUBDIVISION TREES: 321TREES -; �� A ,' B6 L08 / (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 10'OF ANY STORM ■ • •�` B5 L03 .(5) QR`. �•-+ .` •k s ° �' DRAINAGE STRUCTURES) �. �+�� `�` B5 L23 �� �� ■� ��' i - ` ` : / \ • E. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 50 PROVIDED R/W ,` `I ...`.`. . `.`.`.`.`.`.`. `. B5 L02 '' (1 PER 10,900 SQ. FT.) �� • • ; I(3) PG.` ,���• •� B6 L07 B6 L17 1 -'�' - �7) FA •� B5 L24 - F. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A v 1 �. . . �. B5L25 .•� '..` cn .,B10 L03' �` ls - .II`. "` •- •, ;= B6 L18 1 .i ` '• 613 L01 ' '�����`.<,'.`.`.`.`.`.'.`.'.`�' .'. ` �' (20) FP GT 10)— .�. .��.'.�.• �'.� • / B6 L19 � � ��. �. 1 •�•`�`• �• A ` \ , ,. .`��.,. `' B6 L03 O - �`. ` Z • � `•x ••v •� V �, i .`.`. ... . . . . B6 L02 B6 L20 .�.'.'.'.'.'. .`�'. ; . o*Cccc00O i O B13L02 `.6'.`.`.`. < �`.`.`. 1 12i 7 FA .`(1` ` . i.` °6 O '. .`.�.' `y%. ` CC Q ,` �+ ■� �. .`.`.`.•. .i z : -• 1 C Z 0 `.'.`.`.` `. .I U oC `A%' B13L03 .� ���• �i �� - �/• .� .• � .�. .y r C c/) 2i . . . . :. .:.:.:. .: .`.`,/. . . .` — — _ _ Revisions \ ------- ----------- — — — T'T r►T'r�. . . . . II . .-. . . . . . . . . • . I Q . . . . . . . . . . . . . '�� — •ri'•' ' B13 L05 B13 L06 B13 L07 �i ` B10 L04 B10 L05 B10L01 B10L061 310 L02 . , \ �lyZP D,kp . . . . . . . . . . . . . . _ r — 1 � \ l//44ftSCAYS\4�� 1 05i� 6`20 ' Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat Landscape Plan E Area WE PreliminaryPlat Landscape Plan= Area 1 50 100 Ll mOl HORIZONTAL SCALE: 1" = 50' CLM PLANT SCHEDULE 2 0 = CLASS I TREES BOTANICAL/ OMMON 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 \ CLASS 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.) EP=\ EP (1 PER 35 LINEAR FEET) A EP\EP Fp\ D. RESIDENTIAL SUBDIVISION TREES: 321 TREES o (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 1 O'OF ANY STORM DRAINAGE STRUCTURES) o Fp� E. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 12.95 ACRES. EP \ B1 L21 Fp `-0 (564,108 SQ FT) F,0 0 / B1 B1 L20 \ / L22 Fp F. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF / `•131 L01•`-` \Fop DEVELOPMENT: 15.4% (MINIMUM 10%) o G. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 53 PROVIDED B1 L23 Fp \ (1 PER 10,645 SQ. FT.) F�` • / Fp \ • `O ,• / �Fp H. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A ` B1 L19 FA (7 0 0 B1 L24 6§1 0 0 o0000o O +� / 0 B1 L25 -133 L14 0 ■— o ° i B1 L26 a s ° 1 ` / � E o � ■� B3 L13 0 • 61 L18 p o �° `� •� B1 L27 B3 L15 a 131 L28 F,o o CA B1 L17 ` 63 L12 -- __-__ i 1 L29' p o Elmo \ 4 m• "1 Ep 0 • - I B3 L16 i QR (2) �' 2 B1 L30 P - \ \ / EP 0 10 2 / Ep 0 � 0 • .: B3L11 EP CA .64�L15.` �; B1 L31 \ 0 o z �'� B FP Q 1 L16 ` i �.+ `i i• �•` / B3 L17 0 LU FA B1 L32 FA��� CD c B3 L10 B1 L33 C-6 CD 4 .o. 4`� �• I O a o V A B1 L15 I B3 L18 ' (1) QR o / o Z Q �� / B4 L14 .B7 L14� h 131 L34 w CD Q B3 L09 - � 64 L16 ��� E LU - • B7 L13 '. .� ` `-�c�•� � - �(3 FA o � Q• ; B3 L19 ' �.• B4 L13 - Q B1 L14 m� v a ::-. -- i B4 L17 • ��• Revisions 10 B3 L08 � �, i � � � �`•. ---- �� � � �� i` � .i o i•� B4 L12 / � `� B7 L15 �► � ' �`�, �-� B1 L35 � 1. B3 L20 .'�' 'i • m B7 L12 I �. . I o `. ,a 0 �� `' •�r l � � � � '� l � B4 L18 i� � . � � i ` � � B1 L13 r i�� B3 L07 — — �� B4 L11 o B3 L21 / I B7 L16 TG (11) ,•, B4 L19 B7 L11 `•i '."� �. B1 L36 D / B3 L06 s / B4 L10 •; i..'` .` .�_�./ • o 131 L12 B3 L22 `� 0 5' ` I i 4 COMMON OPEN SPACE 9 5, •� (18)TG •; B3 L05 B4 L9 B4 L20 B7 L17 B7 L10 A` i�` -i o ,• /� � �� B8L�R B3 L23 ` B3 L04 B4 L8 B4 L21 �.� i �. .�.' \��� P�E OF / .°.� .. '. ' ' ss, s '.' �� s •i B7L18 D. B3 L24 •,r c i g i B7 L09 p - ------------ rn B4 L7 . .`D (16)TG (4)LE • B3 L03 �/ ,• i`, B4 L22 ' i l o LA-202 �. .�.�. B1 L10 (5) GT A ` 2 �.' B3 L25 `- i:` \ ' .` i • '� --- - B1 L38 �j/ LA . . •� r ° - B7 L19 ' i '` �/� NDSCAYF'\A� _•� 2n,*•� \ _` i/ ••� � 1 \ _''_ / R41R \i - . . -- - r :, B7L08 �' -°� f i //�I 1�01/04/2021 III 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 9 Z PreliminaryPlat Landsca a Plan= Area 2 50 100 pLl m02 HORIZONTAL SCALE: 1" = 50' om ,,dgdbkb.- See Sheet 1.1 .02 _ AREA 2 Q (1 GT B7L12LU • ' - I '` mo -o 0 B4 L10 B4 L19 B7 L16 i /IC .�� �� • mo mo • B7 L11 '.i ':� B1 L36 I \7, - AREA 1B4 L09 ,\ IIF I . . .' B4 L20 ` i FP (6) • '; ----- — — ---------- ° \\ m i B7 L17 B7 L10 I *B8 L R 4' ��' Keymap: p1.'``.' .� Scale: NTSB7 L09 , B4 L21 kv OV •r� � B7L18 �� �` ' ' � i PLANT SCHEDULE OFO >� CLASS I TREES BOTANICAL/COMMON NAME SIZE CONTAINER / •` / •�; ''`•• ° SC MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B B4 L22 �•r� / o 0 - / (5) GT o B1 L38 I / o CLASSII TREES BOTANICAL/COMMON NAME SIZE CONTAINER B7 L08 B7 L19 '+ rn 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 \ 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 B7 L20 B1 L43 B1 L41 I rn m � o / o � TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B ' B4 L24 - B7 L07 I EP �� 0 0 �' EP B1 L39 �Fp o CLASS III TREES BOTANICAL/COMMON NAME SIZE CONTAINER ••r -` ` / •`i i•` r,, rr, / / / ° ° \ QR QUERCUS RUBRA/RED OAK 2"CAL. B&B B4 L25 ,•� - — — B1 L67 -• r B7 L06 B7 L21 — // �� / EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER r . B1 L44 F,o° .9 FA \ PF PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' /VANDERWOLF'S PYRAMID PINE 6' HT. B&B r • - r •rrr / ,• o / ° \ PG PICEA PUNGENS 'GLAUCA' /COLORADO BLUE SPRUCE 6' HT. B&B r 64 L26 ` �, B1 L40W.r / r / %. I - I - . B1 L60 <% Material Legend B7 L05 67 L22 -' F,o -' � r B1 L45 �o \ Q Q / \ o\ - - LANDSCAPE AREA:TURF, SHRUBS,TREES, BOULDERS, ETC. / , L27 r. 'I 00 ' o o f r / • r - :4 - `� \ B1 L61 r• ' B7 L04 r'` -�• F� o o/ o 0 0 0 6'OPEN STYLE METAL FENCE TO MATCH B7 L23 • `�.`.'. \\ �Q F� ` EXISTING, REFERENCE FENCE IMAGES ON (15) FP r• `;` ` ` rI. IIIIIIIIIIIIIIIIIIII�4.'.'.`. .� F,o o o Q L1.00. B7 L03 III B1 L46 II I F p p EP�� \ ° ,(2)PCr ` �,` `SCI(3I ` tF Bi L59 / / \ 6'TAN VINYL FENCE TO MATCH EXISTING, -�� r•• •' ,••• I o REFERENCE FENCE IMAGES ON L1.00. rr -- B1 L58 / \ o \ ----x----x----x----x----x- EXISTING SOLID FENCE TO REMAIN. B1 L62 B1 L47 =� F�� • , \ ` r �Ne B7 L02 / B1 L57 V \ ram' � ° o �;•, , , ` \ Keynote Legend B7 L25 C.`', • r• -I I-I I I-I I I I I I I I X, F\ 0 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. `•r •*• ° ° 2. END FENCING, SEE LEGEND FOR FENCING TYPE. �•' 'r r ' ------- / 3. EASEMENT BOUNDARY. . � B1 L63 \ � • B1 L48 - • - - - - - - - - - - � 0 4. STORM DRAINAGE STRUCTURE NO TREES PLANTED WITHIN 10 OF - �(6� • ' ' (15) GT ,: III II. . . . . . . . . . . . . . . . . . . . . . . . _ Fo° STRUCTURES. •z- • B7 L01 67 L26 • / , ° \ 5. 40,X 40,CLEAR VISION TRIANGLE. IIII • -' / - - i \ 0 6. 20,X 10'CLEAR VISION TRIANGLE. B1 L56 7. PROPOSED POOL HOUSE/CLUBHOUSE, REFERENCE CIVIL. ;`• r '.-` • 8. PROPOSED SWIMMING POOL AND PATIO. • ,i • o 0 9. PLAYGROUND. � •�� r B1 L49 r' `. V �• '. • / F� F� ,: I `� PARCEL Project Calculations O B6 L1 'B6 L13 �•-•� rr ' r o r = • `°- •r' � B11 L05 I .� ICEJO EPH o A. WIDTH OF STREET BUFFER: 20' B1 L55 • r \ • RICE JOSEPH R \ IIIIIII. . . . . . . . . . `• ' �•` B11 L06 �� CD D ' B1_LI • • ' - •` B1 L64 o O o o B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET(W. OVERLAND RD.) B6 L11 ` B1 L50 ` - _ t.l ' - - - - — — �. • ': `•' C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) 3 _ ' \ CIO) � � �• • • _ , � � � � - I (1 PER 35 LINEAR FEET) cCooD B6 L14 '► o ,�� • • — — I _ _ ` D. RESIDENTIAL SUBDIVISION TREES:321 TREES �,- (4)TG p ` - - B1 L54 °• i ' W ` `• (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 10'OF ANY STORM o DRAINAGE STRUCTURES) = • ` •` - B11 L04 -:� �• E. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 50 PROVIDED _ / B6 L15 ,' '` :� • - B11 L07 �� �� w (1 PER 10,900 SQ. FT.) `�' �• `�'' I `• • �� F. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A ` FA (6 ` B1 L53 - -'` — — — I �� ■� �6 L16 .'r' r'.' B9 L07 '. .'. '. :�� �� _ _ `� i ----- -- -- ------- — — •-' ,emu W.'PG (1). . ' •- .PF'(2I. � p `/ — — co i •�' � ` A •i B11 L03 •i' r o ' ) I � B1 L65 B6 L17 r� r. • -• B1 L52 `i I B11 L08 r a Q� �' ' B9 L06 ��` ,` ,`r r I. .Q LE (18) CA ci i• ` ' �' . . i . . FA (5 ••� i , B9 L05 �R. ° ��� ' / X. o B6 L18 (5) Q I � ' �° B1 L51 -� B11 L02 I ��� ' ,� a `B9-L08 cc B11 L09 ' ' '` ° q COD - i� - •; B1 L66 X . ., co J . ` i ` Q o / T 10 '2).PF (7) FA II .�� ) .`� 66 L19 I B9 L04 .S1)-p�,• i r � �'` B11�L01 � o cc �• •♦ o ,-- -- — •.� r • o J L=• -i��- ------- ----- ---- � I I I I IQ O ■� CD . . . '-- e CC CC Q CD B6 L20 • ` B9 L03 ; ;` B10 L14• , -- - - — •� ■� w — --------- -- — ------------- --- ------ -- ---- Q B9 L10 B10 L22`.'.'.'.'. _ it 11 yam-- LU ' LU B6 L21 B9 L14 B9 L13 B9 L12 I �E �ii ii B9 L02 I I ' • B9 L11 `� • B10 L13 - 1 Revisions 10 0 ' - � •; � I B10 L15 .o� o E � `� p•• B10 L21 B10 L23 I 1 - B10 L18 �.Eb •�' a I B10 L26 0 a �'B9 L01` a i A a a ` r - B10 L29 \ . . . . . . . . . . . . . . -- ------ ------ (15)TG — — — — , ' a a � � rn ° ° a a — — — O .� .A O ------------ ---- O ------------ --- n.p. ------ B10 L16 B10 L20 B10 L24 \ ' LLLLJ B10 L30 ' B10 L28 0 B10 L12 I I I I 1 B10 L06 610 L07 I I o ��\\S�P�EIOF/Dgh,O 1 B10 L08 B10 L09 B10 L10 tiy'ip D•kp B10 L11 ' B10 L17 I B10 L19 B10 L25 B10 L27 cc I I I a —2 2 0Q) �/�t��b�b Project No.: 116165 / Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat / Landscape Plan E 44 oil pky / Area g / o .9 0 t / / 50' 100' a Preliminary Plat Landscape Plan= Area 3 i Ll m03 -,o HORIZONTAL SCALE: 1" = 50'