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PZ - Pre Plat maps Vicinity Map: CLM 0 FOUND ALUMINUM CAP g NW CORNER SEC. 23 FOUND ALUMINUM CAP 1-84o- CP&F No. 111026808 N 1/4 CORNER SEC. 23 FOUND BRASS CAP - 15 14 CP&F No. 110088910 -BASIS OF BEARINGS = a NE CORNER SEC. 23 _ _ _ CP&F No. 107153515 W. OVERLAND RD_, w�a� S89014'56"E 2652.36' 14V N89°19'41"W 2661.73' 14 13 0 - - - - - - - - - - - _, _, - - - - - - - - - - - - - - - - - - _ Overland - - - - - - - - - - - - J 22 23 - - - - - - - - - - - - � - _ - _ - 23 - - � w 2 I 4 J � I w of Not-A-Part I ` vi z PARCEL C � / I Southridge J S1223223010 Not-A-Part CABRA CREEK LLC I Apartments Not-A-Part PROJECT N`' , I --- 4r 140'RIDENBAUGH CANAL EASEMENT I LOCATION - 0 L6 PER INST.No 800640 I \\ -' Cg I PARCEL I W VICTORY RD -- B1 L21 S1223212615 wV' g� / I PFAU FNot-A-Part B1 L20 SOUTHRIDGE FARM LLC I / I------- B1 L01 B1 L22 --- - \ S C PARCEL � ♦ Eq° S1223212760 B1 L23 IS9F 33� I I • CABRA CREEK LLC I q/ 62 I Project Summary: B1 L19 � 9� ♦ � Y B1 L24 ALP& ! I PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3 NORTH, I I ` B1 L25 \ a4 Cr RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO B3 L14 �h /f C R L2 \ 4a� err I PARCEL I B1 6 \ a' I S1223120955 - TOTAL PROJECT AREA: 83.77-AC ± B1 L18 B3 L13 B1 L27 I SOUTHRIDGE FARM LLC I EXISTING ZONING: R-8, R-4, R-2 (CITY OF MERIDIAN) 63 L15 \ Not-A-Part I PROPOSED ZONING: R-2 OF ±22.25-AC B1 L28 \ \ � B1 L17 B3 L12 .o,, q�V B1 L29 � \ \ I � R-8 OF ±63.02-AC To ' B3 L16 64\ �FV B1 L30 \ \ � \ �,j TOTAL LOTS: 284 (INCLUDING 29 COMMON LOTS) B1 L16 B3 L11 B3 L17 B4 L14 9 s'4h st R B1 L31 \\ I \\ \l� TOTAL UNITS: 254 SINGLE FAMILY LOTS / B1 L32 I I I FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN PARCEL a B3 L10 B4 L13 64 L16 B1 L33 I I �Ot-A-Part , I ESTABLISHED FLOOD HAZARD AREA. S1223233670 B1 L15 B3 L18 I C CABRA CREEK LLC �� B7 L14� B1 L34 I / / outhrid Subdivisio No. 5 I TOTAL COMMON AREA: 22.3± AC B3 L09 B4 L12 B4 L17 \ R \ � I B3 L19 B7 L13 I� I L12 TOTAL QUALIFIED OPEN SPACE: 5.31 AC I Q ^ B1 L14 ` • �' B3 L08 B4 L11 B7 L15 B3 L20 64 L18 y B1 L35 � 3 B7 L12 CO)_ I J � I ACHD R/W �Q / B1 L13 �� Not A Part B3 L07 0 P RCEL PER INST.No.108120052 'o� 63 L21 B4 L10 B4 L19 `` B7 L11 B7 L16 CD B1 L36 I B3 L06 / I V I 1�2313 0 B1 L12 B3 L22 B4 L09 I � ENANC LDINGS I�LC A B4 L20 Sheet index: �� 3►� B3 L05 B7 L17 a. / �,� B3 L23 B4 L08 B7 L10 B8 L01 I I SHEET SHEET TITLE \ B1 L11 4. B3 L04 B4 L21 B1 L37 I ` Crg C12 NUMBER B3 L24 B4 L07 / B7 L09 B7 L18 W� I ♦ I PRELIMINARY PLAT B1 L10 B3 L03 / B4 L22 �`�hCja �� I �� I PP1 PROJECT OVERVIEW 63 L25 �� 64 L06 B7 L08 B7 L19 61 L38 PP2.1 AREA 1 B3 L02 � � \ / B1 L09 B3 L26 'C I I - I I / \ O B4 L05 64 L23 _ I / lj� PP2.2 AREA 2 \ O / B1v B4 L24 67 L07 B7 L20 61 L43 g1 L39 I I PP2.3 AREA 3 \ B1 L08 B3 L01• B3 L27 Qil ea I / / - �� 130'RIDENBAUGH CANAL EASEMENT \ �� B4 L04 Q I I % PER INST.No.800640 PP3 ZONING EXHIBIT \ O B4 L25 �� / - - B1 L67 �� B7 L06 B7 L21 PP4 PHASING PLAN V AV Q•� / B1 L07 y B4 L03 B1 L44 / c I (/ � I - M \ / B2 L12 •B2 L13r '�' I I \ F_ PRE-PLAT DETAILS O \ \\ / B4 L26 QOy 61 L40 ` I B1 L60 v� ICD \\ \\ B1 L06 B2 L11 / *j0 Q� 64 L02 B7 L05 67 L22 61 L45 I I % sv,� I N PP5 ROADWAY TYPICAL SECTIONS B2 L14 OO�p co B4 L27 r / B1 L61 s`�rr �_ N PRE-PLAT CONCEPT IMPROVEMENTS B1 L05 �^� B2 L10 d O B7 L23 / I F \ PAACE G \\ \ G \V 62 L15 a� O B4 L01 gq L28 g7 L04 I o o PP6.0 OVERALL PLAN B2 L09 t� B1 L46 / 50'INGRESS EGRESS EASEMENT I `�� S1223 010 z PP6.1 W.TIMBERWOOD DR STA 0+00-14+00 � CHpcCLENGER y O I \\ B1 L04 B2 L16 ,4 \ �� B7 L03 �� PER I.N.107123370 I ` B1 L59 / `� \ PP6.2 W.TIMBERWOOD DR STA 14+00-20+50 B2 L08 �GJi, 1 B7 L24 PER BY I.N.2019-089220 / DEVELOPMENT INC �\ \ B1 L03 / B2 L17 B5 L13 B5 L14 y► B1 L58 B1 L62 y B2 L07 / �� \ / .�O B1 L47 ' PP6.3 W. RIO DE PLATA DR STA 25+00-34+00 \ B1 L02 B2 L18 B5 L12 B7 L02 B7 L25 �� o� B1 L57 / ^ I PP6.4 W. RIO DE PLATA DR STA 34+00-48+00 \ �1 B2 L06 , �; \\ \ B2 L19 B5 L11 / B5 L15 \ �� Q B1 L48 / o�� \ B1 L63 o M I PP6.5 W. RED CLAY PLACE STA 60+50-72+50 CO \ B2 L05 O o��Q� ` \ \ Z PP6.6 S. BORDER WAY STA 72+00-85+00 \ / h 67 L01� 67 L26 V Q ,u B12 L01 \ B2 L04 62 L20 B5 L10 65 L16 9 Q�59 / B1 L56 i a�I I \�'� /!7i / �� q i o \ = PP6.7 W. EVENING SUN ST STA 84+50-95+00 FFIINj \� B2 L21 B5 L17 B1 L49 PARCEL O 62 L03 B5 L09 \ S1223131250 \�+ CO) PP6.8 S. SUN DRENCHED AVE STA 94+50-98+00 .� z PARCEL \ B2 L02 B2 L22 Q. �� B6 L12 66 L13 / Q'� B11 L05 RICE JOSEPH R i '� PP6.9 S. SUMMERSUN WAY STA 199+50 214+00 S1223233950 \ / B2 L23 B5 L08 / B5 L18 \ \ 61 L42 B1 L55 B11 L06 61 L64 a 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 _ - 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 / 66 L14 � � I B1 L54 C � }+ y I ADA COUNTY \ \ ~Lji co O co - PP6.12 S. RIO DE ORO PLACE STA 402+00-414+00 y HIGHWAY DISTRICT C1 \\ \ 00 ��1 B5 L05 B5 L21 B6 L09 B6 L15 ,�, �, - - Oo B11 L04 looe g11 L07 i ZCM PP6.13 DRIVEWAY A&B STA 402+00 505+00& C2 C3 \\ \\ OI� 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 B11 L08 B1 L65 O H L1.01 AREA 1 R R �-► EW 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 cc B13 L01 \ \ - - - - - R � PARCEL � B6 L04 B6 L19 B9 L04 � S1223233905 Q ` 75'NORTHWEST PIPELINE R/W&EASEMENT \\ �� 66 L03 B9 L09 B11 L01 R/W - o / PER INST.No.8235869 \ I W Rio De Plata Or cc I WALKER TERRY G y=+ - - R/W 2 14' \ �' B6 L02 B6 L20 B9 L03 O B10 L14 Q R/W I O r'° B13 L02 \\ LL \\ / I I B10 L22R/W cc �, S. GrR/ d For O Z 0- \ w \ B6 L01 B9 L10 ea R/w /- I pC w \" w I B9 L14 B9 L13 B9 L12 \ +rCD 3 -_ I CA �y w vv B6 L21 B9 L02 69 Li 1 v O B10 L13 �� I /W- _ q� �� B10 L15 B10 L21 c Q a B10 L23 J y B10 L18 B10 L26 pC 0 0 0 \\ \\ B9 L01 R/W 610 L29 o w - - I I I I PARCEL c > I � B13 L03 � � � \\ R/W R/W R/W � - - �- - - I R� W Timberwood Or I I I I I_- - - S1223131620 _ o R/W R/W `r NDURANCE HOLDINGS LLC � a B10 L20 B10 L24 B10 L28 B10 L30 ^ I � oZS � i `tio R/ \ \ R/W /W B10 L16 , _ S1223234100 �i B13 L04 PARCEL \\ - - I = E � Q \ B10 L12 - - - - - - o y+ O O p WALKER DUANE L Q / i � Cc 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 I B10 L09 I B10 L10 I \ I I I � •� O B10 L01 B10 L02 \' I I I I B10 L11 I � Z I \ I I I I I I I Q •- z o B10 L17 B10 L19 B10 L25 I y O B10 L27 I+ E� MIN LU 22 23- - _ - O y � cn 2i / 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. 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. PH: 208.939.4041 E L14 159.58' S56°31'59"E C12 316.45, 200.00, 90,39,20" N83°12'27"W 284.46' Project Overview 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT �Eo C13 389.27' 300.00' 74,20,421, N00142126"W 362.53, AT THE TIME OF RESUBDIVISION. C14 140.75' 150.00' 53,45,48" S09°35'01"W 135.64, 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. CLM See Sheet PP2.2 Legend: 0 = � - PROPERTY BOUNDARY W Z O / 7,407'SF � / ` 63 L22 , / / B4 L09 \ , \ �� , = Oct 5,000-SF / � � ` 5,800-SF B L / `n `� - - LOT LINE 5,000-SF v y y r r rr v � � R/W B3 L23 > 3/ / B4 L08 �; / RIGHT-OF-WAY LINE \ 7,329-SF / rr / \ \ / B4 L \ B3 L04 \ \ r / - - - - - - - - - EASEMENT LINE \ r v / v � / 5,000-SF 6,OOC B3 L24 / C B4 L07 �� - - - - - - - - - SETBACK LINE 5,000-SF , , \ 5,000 sF / / B4 L22 BLOCK NUMBER B3 L03 �� / ��v v� / � v �� / V 61 L10 \\ �� y� \\ 5,000-SF / �� vy / � v� �� / 5,000-SF F,03 BLOCK AND LOT NUMBER \ \ 6,625-SF \ \ / B3 L25 B4 L06 \ ' \ LOT NUMBER 5,000-SF / / B3 L02 v v / �� 5,000-SF 5,012 SF / v v / 5,000-SF / ° V B1 L09 v �'g, o v v ' v / , \ / / � B3 L26 \ rr r � \� /�� \ / 6,625-SF �' V A\ //� \\ 5,000-SF rr / rr B4 LO � B4L24 / �_� 5,000-SF / \ ' o \ \ / '� AREA 2 B1 L08 \\ \r / / \ 63 L01\ \ B3 L27 \ '�U o // �1 � M /,\ / PARCEL �� A V 6,625-SF v� �' so- v SF v v 5,o00-SF �� B4 L04 G, \ S1223233670 `�/ \ \ \ / �/ CABRA CREEK LLC "' r� � v5,00o SF / vO K� B4 I) "CIS \\\ \V / ec / A v v ' c1' r B4 L03 \ / 61 L07 \ y oc \ a 6,625-SF y B2 L12 B / \ V , 7 \ i 5,000-SF / v A\ 5,012SF \� NA,2\SF �� --- / �� \ \ V /� r B4 L26 v r v / 5,000-SF r AREA 3 / \ B1 L06 \ V / 1y \ B2 L11 V A V B4 L02 \ \ 6,625-SF \ v / v v �� 5,000-SF / v v v AREA 1 /��/ \ \ > i / A A\ 4,829SF \ \ \ ,' A n A B2 L14\� �i o V A / B4 L27 / \ / r , \ \ \ \ / W �� / �� ' � B2 L10\V A / � A V A\4,369-SF 5,000-SF �zz / �// \ V ,6 L05 \\\ / ,' \\\ 4,829-SF V A \ \ \ / \ �� \ \ / r / r \ \ 6,625-SF � � / V � \ � \ / \� r r \VAS �� \\V B2 L15\\\V / �� o B4 L01v v B4 L28 v v U/ rr Keymap: \ \ V A / / / v A 4 443-SF vO, c�' ' , Scale. NTS \ VA V / �' / �� 1 B2 L09 V A / / \ VA �' / �' \ SF \\ 5,000-SF r B1 L04 \ V 4,829-SF / \ \ 6,625 SF V / �� ' / A VA \ A V �� < A ��/ V A B2 L16 v v / B2 L08 \\\V / / A\ VA4,443-SF B1 L03 \ / / \ \ 4,829-SF V A /o`a/ v U' \ / / �/ V p B5 L13 „ / \ \ 6,625-SF V / �' A \ / V A B2 L17 V A / 6c �� ,' �' \ 4,827-SF �� i O \ \\ �9,223 SF r 62 L07 \ V / / \\ VA4,443-SF \ �/p, / \� A A • --- / v 61 Lot vv v // // v v v v 4,829-SF v v /�� v v vv v /� s� vv v v %� ,, �IO / / 67 L \ \ \ V / \ B5 L12 v / o o v r 6,625-SF \ \ // / / �� I `; A \ / �°� / \ \ B2 L18 V A / , Qi� 7 \ \ 0� / / � \ 4,677-SF \ / \\ \ / ��\ 6,10( 4,443 SF V �'j / A \ � B2 L06 \ \ / A VA O �� / \ VA\ �� v v 4,829-SF \\ \�/ p`, �o;/�\\\ B2L19AA\V / �' \VA \\ / / A\ 65L15 \\ �� VAS \\V / A \\ / \ V A \ / r V B5 L11 \ V /o� 0, / A V A 4,660-SF O \ > < \ \4,443-SF \ 0 �� ,' / A A 4,677-SF B2 L05 / A 4,829-SF \ \ / /� \ \ \ ,' �� / A VA \ VA \ \ /�� 3°' / \ \ B2 L20 AA \ / / \ \ V v 65 L16 3 0 \ \ \ \ rr \ B5 L10 \ \ /�, \ O , \ \ 4,443-SF / \ 4,790 SF i 4,238 S / V B2 L04 \ V A , / \ / A A 4,677-sF �/ / / v vv � p \ \ \ \ 4,829-SF V � zo ,' �' r � A < \ \ /� / � / \ \ B2L21VA \ VA B2 L03 \\ \ < \ \4,443-SF \ / r \ B5 L09 V A / V A 65 L17 \\ / v 4,829-SF \ \ / A \\ \ jp �V A V0`1� 4,790-SF 0' PARCEL o / VAA\ \ \ /p6 // \ \ B2 L22 VA \ / // V A 4,677-SF V / \ VA O B6 L1 v v B S1223233950 B2 L02 \V A \ \ A\ \ \ \ / `' v v JEWETT FAMILY LLC �' V \ /, < \ 4,443 SF \ y \ \ /� A 65 L18 \V A / \ 5,30o s \ \ � i �' \ , /�a' \ �A,224-SF M `� \ 5,592-SF \ \ n�� ^ \ /�$?, \ B5 L08 \ \ / 0�% \ \ \ ■ V \ ' / ' / �' / \ \ V / A N B2 L23 \\ \\ / / \ VA 4,677 sF \\ o / A\ VA / v vA v / �,� � 4,443-SF \ / \V�\ \ \\\ / �' �� B6 L11 V A V NOT-A-PART \ / / \ V A VA /9 A B5 L07 n\\V B5 L19 \V A / �� '' \\ 5,300-SF \ ',/ �■+ G' �� 6 B2 L24 \ \ ,' � / \ V A \ . /�'/ / A \ / �' / \ \ 4,677-SF \ V / D / / A A 4,790-SF \ i� �� / \\ \A / / � PARCEL , ° / \\ 4 443 sF \ \ / \ V `/ < \\\ - S1223233920 ��' �' B2 LO \ / 62 L25 VAA A� �� \ 65 L06 AA \ /� A VA V / / �� / \ V ADA COUNTY �,� ��, sF \ \ \ / // \ \ 4,s77 sF \\\ 0�l / \ V B5 L20 V A / \ 66 L10 V A / �� / v V v CD HIGHWAY DISTRICT V A 7,233 SF \ �/ \ VA \ 4,790-SF / V A\ 5,300 SFCD �� \�� / <\ B5 L05 VA \ 1, /\ �\ \\ \\V /� �� / \\\ \\ / A\v y / \ \ B5 L21 \ / o 0 A V /h� B6 L15 </ \\\\\,677 SF \\ \ / R� / \ \ 4,790-SF \\\ / c� \ B6 0-S \\ u / / \\ 5,800-SF B5 L04 VA \ A A\ 5,30o sF \ / V A\ \ VA 4,677-SF \ \ / rk� / / \ \ B5 L22 rr �' �o ��►. �� ,�, �\ \ 4,790-SF V / �� V B6 L08 \V A V //� </ B6 L16 \ �16V ` r L2 �'s �� C2 C3 / / /� /// \\ \\ B677BSF \\ \\ /> j� �V AVA\\ / A\�A 5,300SF \V � 800SF ■� �0 \ \ \ / A \ B5 L23 / v / / �� \ �� / \ V A \ / \VA V / .� / v� / ■ L3 i �' V A U 4,790-SF ,' � B5 L02 \ \ > / \ VA O o i B6 L07 ` A \ \ n \ \ V A V A / `� / B6 L17 5,966-SF \ \ / a / \ \ VA \ / � ' / A \ 5,300-SF V u / � � rr ■� Oar. v v / b� B5 L24 �►� v v 6,573-SF r / \\ �A 4,790-SF /�\ ��Q�ha�� \ /�� ,� \ \\ 65 L25 - - - 153- - - - - Q o • // A B6 L06 5,300SF B10 L03 �/ \ VA \ ' '� \ \ > \ B6 L18 1 I 214,852-SF � �� B5 L01\ B5 L26 \VAA\ / '�� A B6 L05 \\\ 6,366-SF CA SF \\ 6,903-SF \\ \ / �� ' // A\ \\ 5,300-SF �BAL01 �� V / VA \ _ - - - -� i � OW 14,64-SF VA / A B6 L04 5,300-SF \ \ / 4�0/ I B6 L19 O c 5,800-SF am cc 40, �� B6L03 \ \ I _ -_- 50' _ CA PARCEL / �' / \ \\ 5,300-SF \\ \v//�j r-- - - - - '^' Line Table Q S1223233905 V �� w� // \ \ / 1 1 SEGMENT LENGTH BEARING WALKER TERRY G �' ,� / B6 L02 VA \ C,,, B6 L20 1 � r \ \ / 1 1 33' L2 30.00' N25°08'21"E cc w B13 L02 7 6,919-SF \ \ /�0 1 5,800-SF BC-BC O L3 58.64' S89°16'08"E C) 11,753 SF A V A �/ �� V vv v / B, L01 1 L - - -- - L5 231.17' N10°08'10"E ■ 38,817-SF C-6 - - - - - - I L6 6.36' S75°06'37"E Z Q B6 L21 L7 79.42' N14°53'23"E p �■■r ■ w - cs Q� `n 5,800-SF 1 L8 150.70' N61°29'03"W Z L9 90.36' S00°48'16"W 0 � w � \ / L10 118.75' S61°29'03"E L B1� 3 L03 1 w �2,922 SF �` 5' �� L11 150.79' S72°20'41"E C/) / Q / -- ----- L12 10.00, S86°31'43"W R/W / / _ - L13 188.54' S03°28'17"E RAW Revisions 1 - - - - - - - - - - - ---� - - -- ------- - -- Amberwood / \ - _____________ L14 159.58' S56°31'59"E 1 W Red Clay PI M m 174' -------- -- - - - - L15 37.00' S37°52'47"E / O� --- ---- -- - \ -- ----- ------�� L16 70.00' S52°03'57"W PARCEL /`�'/ / v� I- - - - -- - - - - - - - - - - - - - - - _ - , - - - - - - - - L17 34.82' S36°27'55"W S1223234100 � � � � - - WALKERDUANEL \1B�3L04 // // - - - - - - - - � - - - - - - - � i �� - - - 1 \\ w 1 1 o I o w I I L18 110.54' S17°17'53"E / / I I I \ \ 1 1 r '-1 1 L19 21.67' S32°06'19"W Lo 1s,�26-SF � I � � I \ � III I I � / / I ► III I I I B13 L06 I I 613 L07 1 I 1 I I I \\ G I B10 L04 1 1 B10 L05 1 1 B10 L06 \ / / B13 L05 1 1 B10 L01 I I �6S 1 1 21,205 SF 1 1 16,973-SF I I 169 / 14,941-SF I I 14,142 SF d- B10 L02 ` I I I I I I Curve Table v / 21,054-SF I I 1 I 18,096-SF I r I 34,736-SF L - L - - - - - - - - J 1 L - - - - - - - -I ! L - - - - - - 1 1 \ III III I CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH / - - -1 1 L - - - - - - - - - - - - - - - � C \ - - - - - - - - - - � 11- - - - - - - - -J I L - - - - - � I I- - - / Cl 111.19' 50.00' 127°24'36" N82°26'42"W 89.65' C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' C3 25.41' 20.43' 071°15'53" N54°13'05"E 23.80' 107 95 125, l'' C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' 60' 94, 94' C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62' N89°04117"W 1832. 55' 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 LTRUST ' 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°11'20"E 46.38' Date of Issuance: 12-20-2019 3 C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13' Project Milestone: Preliminary Plat ts C12 316.45' 200.00' 090°39'20" N83°12'27"W 284.46' Preliminary Plat E m C13 389.27, 300.00, 074°20'42" N00°42'26"W 362.53, Area 1 g o C14 140.75' 150.00' 053, 5148" S09°35'01"W 135.64, �zA Preliminar Plat Area 1 0 50' 100' C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.37' PP2ml HORIZONTAL SCALE: 1" = 50' ��o CLM Legend: 0 = PROPERTY BOUNDARY W Z O - - LOT LINE = ate RAW RIGHT-OF-WAY LINE I - - - - - - - - - EASEMENT LINE ` - - - - - - - - - SETBACK LINE BLOCK NUMBER 1 L03 BLOCK AND LOT NUMBER ,�`, LOT NUMBER /,`,# To AREA 2 � � I PARCEL �\ / / I - _ AREA 3 S1223223010 CABRA CREEK LLC / �� I AREA 1 � PARCEL I / / C8 \ S1223212615 / \\ SOUTHRIDGE FARM LLC Ke ma : Y p Scale: NTS EQ P o I - - 61,Pr i 131 L21 / / \ I EP \ 8,474-SF / // ^ J \ p e 0 131 L20 \\ / / / 131 L22 \ •N 131 01 / 8,882-SF \� / 8,241-SF / // \\ Fp \0 _ /yh64.01I / / \ \ \ 52 / � �S, � C , / PARCEL I / \\ \ / y4, \ / / B1 L23 / / \ Fp o \ a�a' S9F 33 S1223212760 / \ \\ / �� ------ \\ / 8,159-SF \ \ O6 CABRA CREEK LLCss o 61 L19 / / / / 8,487-SF / o v v v B1 L24 / / v v `�' o 8,195-SF / / \ o PARCEL � / /// v \ o v z�o�� / I S1223120955 0000 I SOUTHRIDGE FARM LLC B3 L1 B1 L25 / // \\ 8 0 5,441-SF \v / 8,156 SF // / \ Fp 0 �_� CIO � \ FP A 61 L26 8,162-SF B1 L18 / 1 B3 L13 ' 8,122-SF ' 8,236-SF \\ \ ` \\ / B1 L27 / / \\ \eo 0 �' i / / \ / � \ \ \\ / 8,141 SF / / \ 2 0 \ = I l '' 1}}L= l B3L15 j \ \,� / \ /�// % FA\ o \\ r 16 1 _ J 6,051 SF - \ O• /C\J ID B1 L28 i\ I ' � - L _ - ' r V / 8,141-SF / \ / / / \ � � \ I B1 L17 i 63 L12 / Q- �- - -M7' / 6,000-SF • M 7,571-SF C� L - / "' / B3 L16 i - y v v 4,321 SF ��• v v / B1 L30 / / v 30, PARCEL I - ' i 1/}p'_ _ _ J ' 5,800-SF I o i - \\ � �o / 8,158-SF // \ 3 Fp 0 \ \ \\ S1223233670 I' - � �-_ � - � � , L _ "'i ° I �\ � ' / // � ^\ � \° � ` \ \ �'jj ■y r15 _ - _ v �t oI v // / / v 33, FP o A V ■� CABRA CREEK LLC / - - ; B3 L11 ' �- - _ _-_ _ - }I6, I' B4 L14 1 23' \ / / 61 L31 / �� o \ \ 10, l -7 ' 6,000-SF ' - _ / 6,613-SF r\ \\ / / / /� 8 EP \ \ \� / B1 L16 / i ;� \ \ ° \ \ /0 8,158 SF /// / / 4'\ o \ \\ ■� / 7,245 SF / M B3 L17 �► ;� _ L - _ _ M v ` / / 38' l L / ; r '_ _ _ _ 5,800-SF O - 1�p' _ -_ - _ J v v v / B1 L32 8,158-SF � , / 63L10 � � � �� / _ �� B4L16 i ��/ / / B1 L33 __ JJ / / / \ l rrs / / / �10' B4 L13 ' lI 7,515 SF ' \ / / 8,158-SF �� 6,000 SF / &// / i i 5,800 SF - v / ACOD / B1L15 / / 1 / "'/ / B3 L18 _ y _ ° �� 7,283SF / i l �� \ � J L 5,800SF / rl _ - � _ - _l ��\ / / B1 L34 / Cd / �M / i �f v� 3�5SF V Ate/ / 11,389-SF / / Elmo / i l iv� /� C. 63L09 / , , � r i / B4 L12 / / B4L17 / �, Q� r 6,000 SF / 5,800-SF / 6,000-SF V / / L12 s i B3 L19 -7 R50, ; L l L l i / B7 L13 I O 0 O l l l 1 l l 7,0o3-SF 61 L14 , / r�e'\ 5,8D0-SF / / / 7,324-SF ; l i l � � � � � � / 33' / � � � / � �� - 0, �� / / v� ��/ I _ I Line Table Z B3 L08 BC'Bc l ; r / j/�, B4 L11 1 - / 1 / \ B1 L35 I I SEGMENT LENGTH BEARING J � � � / / B4 L18 ; � � � � � -� B7 L15 ' �� \ 5,000-SF / / 5,800-SF / cn W � 8,357-SF I L2 30.00' N25°OS'21"E � �o / �r 1 B3 L20 i i / L 6,000 SF / 7,131 SF / �� , I I O ��y r / 5,000-SF B7 L12 / I cc L3 58.64' S89°16'08"E / / r / / / 6,100-SF / o - - - - - � I I / B1 L13 B3L07 �� i � � � / � � � gyp' i L / /� � � � � � i _ L5 231.1T N10°08'10"E ■� ■� 7,370SF / / / l �� J / � � � � / l �� 1�/ CA- - - � \ / SC, ` 5,000-SF / B4 L10 / / - - - - - I L6 6.36' S75°06'37"E = r � B3 L21 i l B4L19 � � � � � 1 / 50' I M= EQ ' 5,800 SF / / / , i � \ / i I R/W I � I L7 79.42' N14°53'23"E ■- p v v / / v 5,000-SF / i / c�/ L 6,000 SF / B7 L16 / 5 I m� I W - \ o, n I L8 150.70' N61°29'03"W J z v i 6 6,300-SF / l R/w a "'� B1 L36 / r c� ` B3 L06 > / \ \ +/ / / ,/ /� J / / 6,100-SF / / o / / `Z 0_ / 5,000-SF / r �F •� L i i BC BC .� 8,143 SF I I L9 90.36' S00°48'16"W B1 L12 / / / / / 33' I o I L10 118.75' S61°29'03"E _ / r v / B3 L22 / B4 L09 h / 1 �� It i BC-BC w 7,407 SF v D 5,000-SF 5,800-SF / / B4 L20 �I`,r / / / / `� _ _ _ _ - J' m L11 150.79' S72°20'41"E � �� CL 510' 1- / h 6,000 SF / / � / �O I I - - - NMID EASEMENT B3 L05 \ / R r v L a B7 L17 / I _ L12 10.00' S86°31'43"W l � r� / / � � / B7 L10 � / O � � I � �� o � Revisionslee 1 r v v 6,300-SF r / \ \, i r r y \ 5,000-SF / � '�Y/, r r / � \ � �� l � i l l ---- / 7/�c v v v / � 6,100-SF / / B8 LCD L13 188.54' S03°28'17"E 1 B3 L23 / v v L i I L14 159.58' S56°31'59"E 33, B4 L08 h / '�/ 1v \ 7,329-SF / rr / \ \ \ \ / B4 L21 / a 8 -° I - L15 37.00' S37°52'47"E \ r' B3L04 \\ ��\ \ / r h � � / I I \ \ \ ` \ ` 6,000-SF / l J l p l I \,I L16 70.00' S52°03'57"W 5,000-SF v i / l i B7 L18 CC ° ' A / B3 L24 i / _� v v / i i B7 L09 / �� , o L17 34.82 S36 2755 W v v v B4 L07 / 6,300-SF / RIW � - -_-_ - - - �"�/ A v / D� v v 5,000-SF / / l v vy,[ 6,100-SF / �� • r - - - - - - L18 110.54' S17°17'53"E 5,000-SF / / �l/' v l a� -- r 121 1 B3 L03 \ / \ \ \ \ /Al B4 L22 r �� l l a t I I L19 21.6T S32°06'19"W \ r' r `\ 5,000 SF / \� \\ i \-- \ \� / d- \ S� \� \- l -- l �� r� ,-- / B1 L10 \ r r r / \ \ 5,o00-SF \ / / I \ \ \ \ V A 6,625-SF r A v V / B3 L25 v> / r / v i --- -- B1 L38 I I 5,000 SF / O B4 L06 \ d /� \ / / ; / / B7 L19 �' - 60 I s,241-SF 1 I I d \ 33, / B7 L08 , / I I I ` ' \ / m B3 L02 \\ / / \ \\ i/ rr y�Xn, \\ 5,000 SF \01 BiBC / 6,100-SF ` 6,300 SF See Sheet PP2.1 � See Sheet PP2.3 _ Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' C3 25.41' 20.43' 071°15'53" N54°13'05"E 23.80' C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62' C6 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21' C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55' C8 320.04' 375.00' 048°53'57" N85°56'02"W 310.42' C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' Project No.: 116165 C10 46.42' 320.00' 008°18'42" S68°11'20"E 46.38' Date of Issuance: 12-20-2019 3 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 C14 140.75' 150.00' 053°45'48" S09135'01"W 135.64, Preliminary Plat Area 20 5U' 100' C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.3TPP2m2 HORIZONTAL SCALE: 1" = 50' CLM ,,mdbb,..See Sheet PP2.2 0 = 1,141 i B7 L12 / i I rn m 6647 S.F. Legend. Jam, / �A � 0.15 u� Z O l j l / 6,100-SF / ` 1 I O 11 N Y/ - - - - - -�o \'I T I ', AC. �1 / M / alp ` J � / PROPERTY BOUNDARY CIS B4 L10 �' / B4 L19 i �' l i 50 - - 5,800-SF / / / y \ J / B7 L1 , / i R/W I I \, \ / s / / - - LOT LINE 6,000-SF O / \ 6 / o / 50' / B7 L11 / / 6,300-SF / i R/W 3' E B1 L36 I v o I �� jo. / / 6,100-SF CD l l \ \ l BC BC - 8,143-SF I ~ I `Gs p RAW RIGHT-OF-WAY LINE 17SME Bpo09 / / B4 L20 i i / co / r$1 i el BC - _ _J m - - - - - - - - - EASEMENT LINE ` h / ♦ / J / 1 �.- - -o v I 130' / 6,000-SF __ � I / / B7 L17 / - - - NMID EASEMENT / /�� B7 L10 7 / / 6,300-SF l� �� j l SETBACK LINE 6,100-SF / � � � j I II CID - - - - - - - - - M / 1 / B8 L01 1 �5� BLOCK NUMBER-66 1L08 h � p /\ � � � � I Q�O B4 L21 / / I 8,288-SF + 1 L03 BLOCK AND LOT NUMBER co I �I PARCEL \ 30� rP ,� 6,o00-SF / / J `" / I r C i o 612 Li LOT NUMBER / L / I S1223120955 `� sA B7 L18 / / r I I �� 3475 S.i'� O U ;,0� /� / ; B7 L09 7 s,3oo sF i o SOUTHRIDGE FARM LLC �,�o s 6,100-SF / �� / r � �� ---- - - - - I � 0 � 0 N �612 � ��a 121' �1 - � o 0 <� A 3466 B4 L22 I ` uthridge / t I / 5,000-SF / 0 / h l \ el I I o I I p \ \ R 1B B1 L38 I I 0 A \ �� "��8subdivision _ � I B7L19 o 9,241-S F3, B7 L08 - -- I 0' 8c"gc 6,100-SF 6,300-SF oII Lo13 �o. � AREA 2B4L23 1566S.F. 5,000-SF L B10 L13 V 0.04 Pj6, B12 _ 11993 S.F. M� / �� / �� cq�/ �� / / �� 131 L41 125T � � �oI o B7 L07 / / B1 L43 816-SF 7 3, I I I � I o / o 0.28 AC. B7 L20 B4 L24 i 6,300-SF / / 7,057-SF / \ ` I I I / �► 0 -EP�\ Q \ I�' W 5,000 SF 6,100 SF / / / - I 61 L39 I I �� EP tci0 � �� 9,254-SF I a PARCEL \ 'P / �� /�co / � I l �� y 7 I I I o� /ice - � � o ° B10 L12 S1 2231 31 32MMEM0 �� AREA B4 L ; ; / / ` % �► / ` a. L - - - - - - - B1�L67 !�� ° / 1 1197�f�IURANCE HOLDINGS.LLC A 5 000 / / B7 L06 / B7 L21 i / 30' _� 5� -_ _ 339�16- F / 0.27 AC. v ° ' 1 - F 6 Soo sF / B1 L44 155' r '� a \ V AREA 1 \ o, \ I 6, 00 S / �� / r � r / 7,057-SF / I I r � I I % 4 o, �r irr � 4q B4L26 I I I B1 L40 / h/ 5,000SF 11,431-SF B1 L60 67 L05 N��,��oQ��-� B10 L11 6,10o sF , 11983 S.F. \ A\ B7 L22 691-SF V Keym ap■ 6,300-SF I Scale: NTS 7,057 SF 162, L 0.28AC. L27 / v rr / �� v o B 00 SF r r v v v / / / 1 L61 �/ \ Cy + B10 L14 B7 L04 v / / / 15,373-SF s� �22828 S.F. r' B7 L23 i s i v o o A / / / n 0.52 AC. 6,100-SF 6,300-SF / R 0 / v Q / \ B10 L10 B1 L46 v v F,o 0 0 �� / / \ �� '° ��, �`� i 11983 S.F. l l �' 7,o57-SF / v I F ° EP / A \ / I / A v P - / / B1 L59 \� o 0.28 AC. B 33, r EP- -EP/ / 10,104-SF B7 L03 \ / r ABC 10 / � 50' INGRESS-EGRESS \ 5 r/ r / r / SS EGRESS EASEMENT \ 55' - cv r \ 6,100-SF / B7 L24 / / \ / INSTRUMENT NO.107123370 \ - J / \ \ rr �, \\ / v 6,300-SF / rr i / \ / //- - - B1 L58 �� v //// > O. v v 47' \ / B1 L62 Southrid e � , 7,821-SF i g 61 L47 / 11,863 SF Subdivision r v v ham/ / 7,057-SF / v v / \VA \ / ,�h`' // / \ F,o B7 LC12y r , 61 L57 \ / �l, A / \\ 6,100 SF / < B7 L25 / / 10,725 SF \ / / 1 ,7 v v v \ \ - ' / V 6 PARCEL No. 3 \ o S1223142010 \ 6,300 SF / ,r / v v v / o``�' \\ j �� N // / FA \ �\ h / \ \ / / / \ \ 5� \ / \ F 0O \ / / \ \ ' / \ J o\ / \ \\ ✓ - I / // \ DEVELOPMENT INC �' \ h v v v / \ \ 5� --__ //p B1 L63 \ CHALLENGER 61 L48 � � � ,, -_, r'u? A / /'� 14,144-SF o 7,057-SF B7 L01y B7 L26 , 70'. \ 6,300-SF \ / / SF / r / , / // B1 L56 \ / ----- \V ,� Asue o 0 v v / / �� 9,s15 sF / ti` V A Line Table / \ _ B1 L49 i� i SEGMENT LENGTH BEARING / �� - `'� \ i i i i o 0 / !170, r� 7,057-SF 60 L2 30.00' N25°08'21"E / \ /B6 L1 v v B v r� 0,v v v / l l ��v. �/ �� / I I I v v �� 33�G �� y PARCEL V L3 58.64' S89°16'08"E �� 0R o / / v / B11 L05 \ \ ICE JOSEPH R \ �\\ �300 S �2\SF r / \\�\\\ / �o / B1 L55 }�� r 11,215-SF I r- B11 L06 V �� L5 231.1T N10°08'10"E 9,727 SF / -A j \ _ \\ \ / �>\ \ B1 L42 / I I 13,669-SF \ V' B1 L64 A \ L6 6.36' S75°06'37"E CD B6 Li 1 v v v / ,� // v v v ,/ B1 L50 66,785-SF �' / \ o / \ � � � � L7 79.42' N14°53'23"E �/ I 108 7,057-SF I I • �� 6 28,779 SF Z 5,300-SF / �/ A\ \ �� O \\V / / / / I I �Q L8 150.70' N61°29'03"W y / v v - � - _143' i % L \ � B6 L14 \/ � \ /� I � � � l / i �'� - - - - _ _ _ I \ � � �� \ � o L9 90.36' S00°48'16"W \ \ \ -_ \ \ /� /� \ 6,545SF `o v �, J - - _- - - - - - - - � o \ I N 50' i /� - _ - 0 \ 1' o l Cl) L10 118.75' S61°29'03"E V A / v / V v�/ B1 L54 R/W v 8,929-SF ° , y v / I O - - - - - - -9 6 - 0 \ \\ i L11 150.79' S72°20'41"E / / \\ \ / r� it • I `* 33 B11 L04 L12 10.00 S86 31 43 W B6 L15 \ rf r / rr ' • _ _- _-_143' I 10,073 SF I I B11 L07 \ \\ i I w L13 188.54' S03°28'17"E / \ 5,800-SF , O V / I - - - - - - j I I I I 13,647-SF \ j ,� I o o L14 159.58' S56°31'59"E ■ B1 L53 I I _ _ _ - I I I I , I L15 37.00' S37°52'47"E ■ \ �. v � I 7,892SF JL - - - - - - -- - - - - - - - - - I L16 70.00' S52°03'57"W- �k6L16 B9 L07 80011' i 1 \ 6,089SF � = _ I I r - - - - - - - - - - - - - }$�- � CD L17 34.82' S36°27'55"W I I r� -143 i I I i i `� l / I L18 110.54' S17°1 T53"E �v `� �o � - - - - - I I I B11 L03 I � I � r r / l /� / �� I I I I 10,103-SF I I I B11 L08 / i / B1 L65 L19 21.6T S32°06'19"W J / LO I I I / i O 66 L17 1 ��, r� � � � B9 L06 \ \u/ / \ � o�' �� I B1 L52 I 12,997-SF r r / 19,843 SF 6,573-SF � �� 6,089-S , A 7,878-SF I I F � �� \O L 1-&5'- _ _ _ /, / ,�D` `� / o � B10 L05 � / '� 19,845-SF o r L _ _ _ _ _ _ / - - - r i / O �' B9 L05 \ \J ! I I I -1-56 / \\ / �cQ �Q o �� Curve Table B6 L18 / V / �� I� I I I I 6,366 SF / i / 6,089 sF I B1 L51 I I B11 L02 I I `Q CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH O 0 B9 L08 8,137-SF I 10,608-SF I I I B11 L09 o '� ,rro', / CA 38,776-SF \ _ I j I I / O C.) C1 111.19' 50.00' 127°24'36" N82°26'42"W 89.65' 10,797-SF B1 L66 p N I / 14,232-SF / C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' Q_ -143'� _ ILL / / Q, o A 4r� -1-35- - - - - - - J / �• Q C3 25.41' 20.43' 071°15'53" N54°13'05"E 23.80' 1B9L04 d / v r y - - - - - - - - - / / / o w B6 L19 I o I I '_ / `o/ rr, _ I B11 L01 - _�35� / 6,089-SF � ` �47_ //h"� C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' � 5,800-SF 1 I _ / B9 L09 � / --- -- _ / �� 50' L - - - - - - - --1 cv ` 6,248-SF r -� 0 420 42' 1050 50' 022°55'49" N58°5T49"E 417 62' R/W - * - ---------- ----- -- ---- -/ 1 R C6 288.12' 1047.00' 015°46'02" N38°26'04"E 287.21' 1i 0'- - - - - - - � � / ; - O / ---_ -N m W Rio De Plata Dr M °' o C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55' Q - - - - - I - - MC-; o B10 L06 oC / r9 - - _ o B6 L20 I B9 L03 - - - - 9 m - - - - - ° ° ■� 1 33' I I _ 65 65' 65' 2 ' / ___ --- - -2�7� C8 320.04 375.00 048 53 57 N85 56 02 W 310.42 W 4,6 3 SF ----_-_- 11 11 5,800 SF BC-BC 6,089 SF ,n - - - - - - 4 rr0' ----- -_ J z ------------- F_ -1 i -- O ---- - - ----- C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' I _ - - - - - � � - - - - - J I I I I I I I \ \ \ l R,�, O I I- _ 11 l� - - - B9 L10 - _ _ - S89°02'41"E 212.71,11 11 C10 46.42' 320.00' 008'18'42" S68°11'20"E 46.38' Z LU - - I I I I I I I \\\\ 7,344 SF / 33 � I _ - 143' _ _ 5,710-SF _ - 1/ _v 11 O - - - - - 110'- - - - - - - \ / LU Q' I 143'- - - - - - - - - - 11 11 C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13' BCec I -I r- - - - - - - - - - -132' _--- ------ -------- - � C/) � B9 L14 III B9 L13 I B9 L12 I \ \ / / I I - - -- ---- B6 L21 i � B9 L02 I _ I I I I \ \ / / I � I I I 1 11 -------------- C12 316.45' 200.00' 090°39'20" N83°12'27"W 284.46' ,`r'n I I 5,800 SF ■ I i i � I � I 7,105-SF I I I 7,105-SF � I � 7,105-SF I I B9 L11 \ // B10 L13 I I _ Revisions 6,999-SF 14,990-SF B10 L15 C13 389.27' 300.00' 074°20'42" N00°42'26"W 362.53' 01 ■�.Of � B10 L21 I I I _ _ C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' - - - - - 110'- -_- J _o I - I I j \ �� 1 T I 13,483sF I I EO B10L23 1 - - - - L - - - - - L - - - - -� I- - - - - -� L - - - - - - ��\ � �/ I I ANIM31 SF - - - - � 69 L01 ' I 10 L1 I 12,271-SF I co i 12,271-SF I 10 L2 I I o C15 129.34' 150.00' 049°24'12" N07°24'13"E 125.3T I O O I I I - � I I I I 4,4 -SF I 610 L29 � LO ----- I I B5 L98 1 66 SF 1 62 SF ----- - - - - - - - J - - - - L - - - m o ---------- -- / r - - - - - - - - - 141'I 3' - - - - - - - - - - - W Amberwood Dr - - - W Timberwood Dr - o / ;;\ I I - - - - - - - - - 143 - -------------- ---------- I CD '- - - - - - - - - - - - o co I B10 L16I I Cl2 B10 L20 ioI i B10 L24 � B10 L30 o I 12,102-SF I 15' 15' 12,272-SF I 12,272-SF I B10 L28 ' \ 22,050-SF o - -I r- - - - - - - - I F - - - - - - - I I I I I 15 15 � - - - - - - - - - - - - - - 12,859-SF r- 1 o I o f I I I I � � - - - - - - \� � I I I M I I I I _ � � $outhrld e CD I I � �� I L_ - I I ► I I r I g III I I r I I I I _ _- - - - _-=140' L_ - __- - - - - I-= _- - - - - - - - J B10L12 r- - - - - - - - - - - - - - - - - - _- - - - -_- -_, S division 1 I III III III f \ - - �- I I I I I I I 34,187-SF I I / I -I I r-- - - - - - - - - - -143'- - -190,- - - - - - - - - - - - - - 7 3SF 1 I I I I III III III I X iIi I I I I I 4 Ii Ii III III II II II II II I II II o PARCEL B10 L06 B10 L07 B10 L08 B10 L09 B10 L10 oI 16,971�SF 16,969-SF 16,967-SF 16,965-S F 16,963-SF B10 L11 f ENDURANCE HOLD INGS LLC 19,794-SF I I I I III I I I I � � I I I I _ a I I III III III I T I B10 L17 I I B10 L19 I I 610 L25 I I I �' I 22,378-SF I I B10 L27 / c- I 22,742-SF I T I I 22,710-SF I I I I I 29,026-SF / 1 - - - - - - - - - - - - - 1 f4' 94' h� o Project No.: 116165 94 94 94' 136' 127' 154' 158' / Date of Issuance: 12-20-2019 L19 B5 L96 Project Milestone: Preliminary Plat 158' 172' 70' 0 1 PARCEL PARCEL N89°02'56"W 712.19' 12,378 SF Preliminary Plat R8954840110 R8954840120 PARCEL PARCEL s m ' PRZYBOS STEVEN L TRUST / HOLDEN NATHANIEL \ R0548010325 R0548010450 / o Area 3 PARCEL / R0548010300 GARDNER DUSTIN E PIERCE GEORGE A / PreliminaryPlat - Area 3Val Vista Subdivision No. 2 / Aspen Cove Subdivision ABER STEFAN A � 0 50 100 PP2m3 HORIZONTAL SCALE: 1" = 50, . . . 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 'TH n �� 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 • 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) 'of4 An c . / 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 p ♦♦ p o O • i ■ ■ ■i► ED �# ♦ / ♦ n o o EXISTING ZONING DESIGNATION (TYP) ■�'� Raw � ♦ G3�� C��0�40�]C� • � ��■ EXISTING ZONING BOUNDARY (TYP) R/W �• ♦ �� pG30pO�C D MEN ♦ � Gt3� � pGt30pO�C�D �� ED Gt3�� pGt30pO�CD — PROPOSED ZONING BOUNDARY �0�� o� �� ■ ■ ■ ■ ■ ■ ■ ■ ME No ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■* � ■ ■ ■ ■ ■ ■ - I - \ 0 —77- 1 � o 110RA (0D)U Uw QM4 Preliminary Plat Proposed Zoning Summary HORIZONTAL SCALE: 1" = 160' O \ / \ I y / Nome Cc CD LU �j nn I CD w C:) C-6 CD / o oc QLU J z / I I CD ' \ O w cc 0 pG�]LQ�C3 C4 a ULU Ole Revisions 10 RIW R/W � MM pLr1JQ a o� I / � 1 Project No.: 116165 Date of Issuance: 12-20-2019 — — — — — — Project Milestone: Preliminary Plat ts Preliminary Plat E m ` Zoning & Phasing j� Preliminary Plat Proposed Phasing Summary o�T za HORIZONTAL SCALE: 1" = 160' PP3 ��o IN = THE Bmi- i��4WRANDmmmi.W - G R O U P 7'ACHD SIDEWALK 7'ACHD EASEMENT SIDEWALK EASEMENT 50' R.O.W. 10, 25' 25' JOINT TRENCH UTILITY 9.5' 16.5' 16.5' 9.5' EASEMENT 5' LANDSCAPE LANDSCAPE 5' 1' (TYP. BOTH SIDES) STRIP STRIP 1.75%±0.25% 2% 2% 1.75%±0.25% 5"THICK CONCRETE 5"THICK CONCRETE SIDEWALK SIDEWALK STANDARD 3"ROLL CURB AND 2.5-IN ASPHALT CONCRETE GUTTER STANDARD 3"ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED GUTTER AGGREGATE BASE,TYPE 1 4-IN OF 3/4"MINUS CRUSHED 12-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE,TYPE 1 AGGREGATEBASE COMPACTED SUBGRADE Local Road Typical Section O 1 Scale: NTS y O m O J JCA d � 30'COMMON LOT J O U 10, 10, O 12"RIBBON CURB O �■■+ VARIES 2% 2% -VARIES CA cc 71, `7x UJ Cl z J 2.5-IN ASPHALT CONCRETE LU w 4-IN OF 3/4"MINUS CRUSHED CD AGGREGATE BASE,TYPE 1 12-IN OF 6"MINUS UNCRUSHED ■ 06 p AGGREGATE BASE p Q COMPACTED SUBGRADE ■� w 0 � J Shared Driveway Typical Section 2 w S � cale: NTS � w CA am c/) Revisions 10 1. 6-FT CHAIN LINK FENCE 6-FT VINYL FENCE RIDENBAUGH CANAL SIDE ADJACENT TO LOTS 5' 10, 5' J U ,a-VARIES 5' 5' VACS 1.75% 1.75% VIES �... NOT FOR 2.5-IN ASPHALT CONCRETE 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1 O p Pathway Typical Section CONSTRUCTION 3 Scale: NTS Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat Pre-Plat Details E Roadway Typical g Sections �E _2 N 2 0 PP5 /� �j/ /ll��/I \ �\ THE \ IIIIII/ /r�i=iii \ � 11= llllll�ll /� _ c, \ \ r l I \ \\ _ - / ll �ll �// I�I II III IIII �=- _ _ \\ � _ � \ � � � \ -' � - - � ` _ _ - / NOt A PART /l l l/iri/ // I � � \�_ - - - _ _ \ �� _ � ` - - / \\ \ - � \s � � � \ L _- v /�<ll,'�„IIIIII ; II;III v v / \, y �- � ��s� �� \ v _ III v v v , v LAN D _- _ \\\ \ �- � I \ \ \_ Not A RT I _ \ - -= - _ �\ II Not-A PART \ _J_ _�' �, ✓. - - �- � � \pro\\ \�\\��' \\ \\��\\\�\�\�\�\ \\ \\ / - \ _ - � \ � _- u C21 SSMH18. `n \\ �\\\\ \�� \\ \ \ \ / i - � \ \ \ \ \ \ I \ \ _ _ b21 gh \ \�� \\\ W \\\\��\ / 1 \ \ \ _ \\\\ \\ /i \ \ - - - I \ - - - - - _ - - - - - - - = - _� _ _ Aden- _ -- DIA �/ G � � \\\ x \\\\ • \\\�\\�� W \\�\\ \\� \ \ / � \ __- - - - - - - - - - - -_ - _ - - STA: 1+49.72, 0.00 Bt 01 /61k20= \ RIM:2665.33_ / �i io =; \� \\ �\\\\ _ - IE IN:2645.47,8-IN PVC (E) / //\ N �S \\\ \� \�\ \\\ \\\�\\\ �\�W \\\ \ \ _ J _ - // \�\ _ \\\\\ \ \ J _ NO, - - - - - - - - - - - - - - IE OUT:2645.37 8-�N PVC W \�\� 71 314L2 R141_3 P1 ` - N N '4 L5 +0 82/ \\ \ \\ h �\\\\� ��\ \\�\ \\� \\\� ��\�� \ \ \\\ \\ \ \ \ \ � \ \ \ \ •rnr1 S.F�o12 S.F. _2d S.F,o, ti 4 L6 = v / I \ EX 0 82.26 x�°' // \ \ \\\\ \\ \\ \ \ \\ \ \\\\�� \\�\ \ \\ C // \\ \ \ \ r 1 S.F. r / \\ \ \\\\ \ \\ / \ \ \ \ \ \ \ 0 ti \ _ 3 L1 \ \ B L4 /� \ \ \\ ��\ \\\\\\ �\ \\ \� \� ///� \ _ S 48-IN DIA. 0 0 \ gS \ N \ \ co \ \ \\ �� \ \\\ \� �/// \ \\ \\\ - - J 0.11 AC. 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M M O M M N N LO M O O O) co I` LO C!") r- M N r � O N CO co N co O N co N O O LO O O O O DO co CO ti CO N M Co N O Date of Issuance: 12-20-2019 _ co L!7 M L!7 N O I- 00 � I` O ti M O CD M 00 V I` v 06 ri 00 CV 00 00 o 00 of °° of 00 a; r— 0o r— 0o r— 0o r— ti '� ti o ti CO '6 o cfl o '6 o L6 o ui o L6 L M 'n Sri o co r— co 00 r; Project Milestone: Preliminary Plat co r- r` r` co C co C co C co C co C co co co � CO co C to � co C to � co C to co co co co co co co co co co C to C c� � o C c� N N N co N co N N N co N co GV co N co N co N co N co N co N CO CIO N co N N N N N co N CO N co N co N co N co N co N co N co N N N N N N Pre-Plat Concept Improvements E 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 W. 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OCL =�f—NN ~= LU Cn 00 H__ W CnV C/)cc: W M 2665 �z¢ z o w U)�Cn=w w �nCo�_ 2665 0 0 Cn"rCn=w wo EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION CONSTRUCTION AT CENTERLINE AT CENTERLINE Project No.: 116165 2660 2660 Date of Issuance: 12-20-2019 o ,n r 00 0 0 0 rn 0 0 o v N o v o N r- o rn T I� M Lf) 00 N 0 I� Ln 0 0 coLn rn r- o co v 0 r °O 0 r` M co N o 0o Project Milestone: Preliminary Plat 0000 M 0 000 000 O 000 00 O 00 O 000 00 Lf1 000 L!7 000 000 000 000 M W 000 L17 000 00 00 O 000 � M M M CT M O M M N M N M M C � M LO L17 O 00 CO 00 O 00 O 00 co 00 co 00 co 00 co 00 O 00 O 00 O 00 O 00 co 00 O 00 co 00 co 00 CO 00 co 00 CD O CD C)) CO O CO O CO C)) co O CO O C)) N C.0 N N N N N co N co N co N co N co N N N N N N N co N N N N N co N co N N N N N N N N N N N N N N N N N N co Pre-Plat Concept Improvements E 72+50 72+00 71+00 70+00 69+00 68+00 67+00 66+00 65+00 64+00 63+00 62+00 61+00 60+00 W. 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Border Way O HORIZONTAL SCALE: 1" = 50' y 2695 2695 0 2690 2690 CA 2685 __ 2685 O �\\ Ln - T O 2680 � o 2680 ~ N COD Cc CIO C1_J 211-LFOFBjNP cD ' EXISTING GROU D // W 1.96% VC AT CENTERLINE AT / 0 2675 / 2675 � LU -- / �z 202LFOFg_IN 12-IN PVCpVCAT196o STORM CROSSING \ _ �� cc ,\ U ■� U� 0 CD -0.63% 2670 2670 z °° �, Ln E o = co w 222-LF OF Q T z 8 IN pVC AT 1.96% ■ W 0 NpMCOOO CV CO PROPOSED GRADE J z �zQ••z6� zz Q O w - � AT CENTERLINE 2665 W�C/) w o 00�; 113LFpF61 VC 2665 I— cc Ic rn aS`�- w N P AT 1.96% LJJ Zo z CALU =ZtiNN H >a 141-LFpFg-INPVC —Q z p a a z AT1.96% woo LU LU wp z N z Revisions A T U O M > 2660 N,N �o CL z 2660 1 +�� NCO Z0 Z = tiNN I—= N ap �U O h- H d LU OO COO > W Cn OCw w M Q+tip N z Z �Q�NN _ —00 =Z .. .. =H M a0O z Orn Oy 2655 ��w w o ��r to Lo �cp� 2655 Oa+OCO N 03 00 N �zQz=p a c9T�3 Cn 00 F- w Qi Cn",I-U3 w o 0 2650 2650 71 LF OF 8-IN PVC AT 0:41-LF OF 8-IN PVC AT 0.40% 2645 w 2645 NOT FOR z U U> > > CL d Z d d Z — Z C� Z Z 0D 00 LCj M O a0 r, O L6 rl- 2640 M " "�� 16� 2640 0 0 CO M OQ+��N N �¢+CO= COCO N N NMcocNo H= � 00 ONONN N H= =Z .... H =Z .... •• =H —QMz O —Q z z o_ NO°~— w CONSTRUCTION EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Cn��w w o o U) U3 W o A CENTERLINE AT CENTERLINE Project No.: 116165 2635 2635 Date of Issuance: 12-20-2019 co co coco Ln V N O O � CO V M O 00 CO r O O Ln O Cl) O O O O O O Ln O N O O N O r O 00 O O 00 ti 0� CO r M 00 O � N T 0� co r O 00 N 00 O LC� O N N M CT LO co CV O M 00 0o ti C0 N co co M _ C15 c� Lp " c\i o I` 06 00 00 00 Project Milestone: Preliminary Plat 00 00 M 00 N 00 00 O co C\J co00 O ti O r- ~ ti O r- O r- ti M ti N ti N ti ti ti ti O ti O 00 O 00 O 00 O ti O r- O c0 O c0 O c0 � 07 M M co co ti ti ti ti ti ti ti ti ti � r- ti ti ti C0 co c0 C0 co c0 C0 co N � co N � co N � N N � N � N � CN0 � CN0 � 11 � 11 � � N N N N N N N L N L N L N c N c co N CO CO co N N N N N Pre-Plat Concept Improvements g o 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 S. Border Way E Prof ile - Sta 72 + 00- 85 + 00 �za 6 PP6 ■VERTICAL SCALE: 1" = 5' ��o / /// /"j,// 0- / �' / -� ��''7"' � �y y �'_ — y y p 3t0_ �7�,v.0-� —� 0 -p- - \ I 0 / EVE;!_ /// // ` /�"��// / �_ y, �,/ '� — = — ===_ — _ _ ___= _ - - - —_- - - - _y— y y -Lfs y y — -�, y ��y�=C'rv-y��— �� v[� EF— y y C�Ly y— , „ yy EP _� �— THE i '- / y/'_y// — — — - - - - - - - - - - - - - - - — 7 T 7a3- LAND -q __-__ I I = - - - - - - _ �— _ = STA93+17.15WEVENINGSUNST � \\ \ -I - - - - - - - - - - - - - - - - - - - STA 312+67.16S COUNTRY VIEW WAY _ / � � I\ �� \ \\ \ \ \ y \ \ GROUP i- ' ��i / / ' =� _ _ - - = =�_ -�- _ - - - _ - - - - _ _ _ _ _ _ _- - _ _ -zip # 1-1 -== - - -I-I- -=—_� I—_ __Wit} - _B \\\\�'� �\ \\\\� II \ �k //% �o �/ // �/�/- L21___ =I�-{�co- - - // \ �fi �_ r _ -B1L2r - �� _ -B# �26' �- I- - - - _ I — - -B� L3� - - / / O � /� / y // �\ /// / - - - - o - - � �1 I + - \ \ I-LT =i��11 - - - - fiI I _ Bi�7 __B1 �2 -I-B19 I - - - - �=1_ _� _ _ _ _ _ STA 87+54.30 W EVENING SUN ST - _ r_- - - - �I c I -I y I- - - -� -__�, A �=-_—o STA 213+39.25 S SUMMERSON WAY -— t ___ -_ = STA 90+38.25 W EVENING SUN ST _ - �" _ `" \ \ \\\\ \\ O o \\ N�a - --- _ --- - - STA 263+96.2 S HITCHING POST WAY = - o, �- \\ i _ _ — to M� N y= — 84+00-8 SS - -�� -\ _ \ \ `_ - - - _ = 12"W x 12 W = - 92+00 rjj 85+00 SS 86+00, 8 SS m M �; —cn - - cn ,-- � / \ y � � Mm — W Evening Sun St , �C. , -�A/ � SD ----- \ , , m " m` 89+00 cn 91+00 Q V' m SD D a \ ----------- -- ----- -- -- 90+00 01 ILO, / 7- -7�R7r.5, y o ------------- - s. 0 \ � SSMH18 -� �/ ° y l / / o R3 y B3 L14 y y y -- �1`r' ;n - _ h \ �`�'� ` 5 \ B1 L36 48-IN DIA. \ I y / V / / / / / / / 0 8S, IIII y y y y I y — h y ' STA: 1+49.72,0.00 \ y I / / / / / /I / i R55 y �I I I y y y - - - - - - - -1 �'� d B4 Li - -v __�`�' `sue'y y B7 L14 _ RIM: 2665.33± y / / / / I I - -� _ _ _ —_ / --- - \ T - - - - = - -\ yam_ - / IE IN: 2645.47, 8-IN PVC (E) \� 1 ly / I/ / B LiJJ / / II r \ \ \ -1 \ \ \ T - -\ \ \\ y y I y \ \ ?► IE OUT: 2645.37, 8-IN PVC (W) -B3 L15 \ \ \ \ � \ \ � yv v �v , / 6 \ 90 \ \ cyo \B4 L14 B4 L16 V A B7 L15 \\ / / �/ /� L// ° 00 / 63 L13 \ \ \\ / / % - t0/� J \ \ a \\ N ^\ \ \ O \ y I l y \ \\ \0+ / / \ \ \ \ \ \ B7 L13 o/ y °oIII � / \ // y + / — y I - y � i / +00' °� 40° °°° J \ V \ � � \ / J o\o M O � �� \ 7 0 \ \ \ 05g2 61 L37 / LFO 8-INPV0A7�°' �°°°°° IIII - P212kg68 �\ \ / ,\ `\ \ N \ � I i�' i _ \ ' °oo ° y y I o F ° o I S� \\ \\ / / � / / / / / \\ -I\iI '/ / � _ y \ I Qy y / \ C~V `\ S�Q.• / / �' 1+g4.63 O � ' � ' '\ r � \ \ y = G ' , Cn P \\ •� \ , 20 g.5 y \ � Q \ ` / I 1 y \1I I III , T-/-�/ / / \l N \1/ / CA \ \ - _ - - //, ! \ N B4L13 \ \ I _ \ \ B7L16 45-LF OF 8-IN PVC AT 1.05% / / `ry\J`r� \ B3 L12 \ \ `\ /// / �\ . \ / \ ` ,� B7 L12 \ \ O \ ,\ ) / / /I I / // \ N N ' / B4 L17 ( 1 .� V B8 L01 y B1 18 / I \I \ l ` 1 \ J �/� \ � ,, �\ /\ �_ J _ J \ COD \/\ \ �\ �- - , — ' t/� _ _ � 1--�-` — _ =-i o\\ � M I 1 R. / 3 / �1 L< EXSSMH19 ly I /\ I I ICY I \ \ I \I \- � � � � � \ \ B3L17 / F T 48-IN DIA. \ I 1 \ J \ r r I I ti ' \ I I I _ �v STA: 1+94.63, 0.00' I I� / 0 4 \ o \ R2040 Q \ I y I I I� I I Q ��I I I v \ / I B3 L11 \ _ �� \ B4 L12 /� A B4 18 I I I 67 L11 \ I I B7 L17 I� y RIM: 2664.37± \ + - I I 'I I \ I III I \\/ \ \ / \\ I -' / I I/ R2023.5 / IE IN: 2644.90,8-IN PVC (E) -" I I \l \� \ J r \� \. �/I - - - J --- �_._..n1% st / �� !, PP6.6 PP6.9 PP6.10 PP6.11 W. Evening Sun St 0 50' 100' O HORIZONTAL SCALE: 1" = 50' C4 2685 2685 0 2680 2680 100, 10, CA 2675 � 2675 2680 2680 i i EXISTING GROUND T CENTERLINE O 2670 2670 2675 0 2675 Cc co00 00 I-E! — LO Y.1 o Cn N c9 0 2665 PROPOSED GRADE CD 2665 2670 w � 2670 co LU EXISTING GROUND N co c - -0.63% - AT CENTERLINE O 06 2660 2660 2665 CD 12-IN PVC -0.53°i° - __ ,__14 2665 = o Q STORM CROSSING ---- ---- L 0 PROPOSED GRADE AT CENTERLINE C Q 2655 2655 2660 2660 w Q am wE y a � 2E Revisions A 2650 2650 2655 2655 1. 87-LF OF 8-IN PVC AT 0.52/° 2g7-LF OF 8-tN PVC AT 0 40% 150-LF OF 8-IN PVC AT 0.40% 151 LF OF 8 IN PVC AT 0.40% 2645 45-LF OF 8-IN PVC AT 1.05% 2645 2650 121-LF OF 8-IN PVC AT 0.40% 2650 158-LF OF 8-IN PVC AT 0.40% z z C� 283-LF OF 8-IN PVC AT 0.40% z U ca U z 229 LF OF 8-IN PVC AT 0.40% z w U) �> > �U U d Z w_Z �U U U> d Z Z� > d Z z Z M N U > a Z Z a p N M� w z oo ao w_Z Z Z ap v o f m Z M O j > d Z M CO N 2640 Cb N °°? yr T ? 2640 2645 `�`�> z z °° Q ��M o 0 °Nr�r 2645 �M1� O Ln OOCD CD CO M d Z Z 00 O"- CD�O O N co M~O CEO T t`a MCCEO N T O MM� �LnL6 CO O rp+COO O Nco COco O ti- C.O N d d Z Cb CO ti O r �rM M M CO¢+CMO� N NpONN _ [T ¢ CO"I-N ONN N H 2 Z Z OCO M CVpNCDO xZ O H rn oo-+ Co x z x — — O Lt)~ M N rn + fl L17 r = 6)N N _ ¢ Z O a =Q CO S r p O N Z Z LrJ O O O Cn coCOT coO CD CD N Z O H cn c6 F- W p Co x c m �— cfl N N �— z_ a W I-W �— p + cfl rN _ —Q — —o o_ _ ao aD �? v ¢+O� N OprI w w rNN= Z .... O H U)00H_ W _ �CS� C�Cp CD Cyp0C,0 = O)N H x ¢� O - NZ...... �Z O d Cn�Cn�W W W p LU O?�z V r C'7Q+Cp" Cur x O�NN H S Z Z_ Z =F CnvcCn 00~i�o�w W p cn cnvcCQCI�~nmw w M 0N0C�� 00 CO Npa00NN N F-_ �ZQ..z =O CL cna0HM O w xmH—w w titi ti m rn xz .. .. •• p ana0U)E— w Cn�cno�w w w p wvcnoC-p NO�,� 'S CV r -¢�Z Z O d <nvcnocW w p �zQz z =o a NOT FOR 2635 2635 2640 = apNN N N�N�w w w o 2640 Cn 00�-- W Cn"zTU)Ew w w p EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION A CENTERLINE AT CENTERLI E A CENTERLINE AT CENTERLI E 2630 2630 2635 2635 0 0 O7 N 009 LO Cl) N O M ti co ti 00 Cn M N Cn M N co O Lq M ti O) C) M N N Cl? 6) 6) ti Cl) C) ti M Cl) M C) O ti O) � ti CV 6) O) O) CL, ti N C P 00 U? C.O CV M CT O OP 00 Ln ` Lq co LC�(D CO ti Cn O, 6) 6) M C 6 M ti ~ ~ ti ~ ti co CO co CO co CO co L(, U-) L(, Cf, LC� Cf, Cf, LO LO � � M M � M co M co N N N CO CD cc co CO CO CO CD CD CO (D Cfl Co Cfl CD Cfl (D coco (D co Co CD co CD co CD co CD CO CO Co coco co Co co CO C9 Co coco CO coCD CO CD co CO CD co CO CD co CO CD CO CD CO Co N N N CC Q N CC Q N CO N CC\J N CC\J N CC9V N CC\J N CC\J N CC Q N co N CC Q N CC Q N CC\J N CO N N N N N CO N CCDV N co N co N co N co N co N N N co CONSTRUCTION 2+50 2+00 1+00 0+00 -0+50 84+50 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat Pre-Plat Concept Improvements g W. Evening Sun St g E Profile - Sta 84 + 50 - 95 + 00 �za VERTICAL SCALE: 1" = 5' PP63 ��o THE _ _ _ _ - - - - - - - - _ \ \ ��,� , , _ ,, ,� �o _ LAND _ - - - - - - - - - - \ �- di _ - - - - - - - - - —� \, \ \ �� \\�� \\\ i ice! �SSMH29 \� xp I dl J / __- -_ _ - - - _ _ _ _ - - - - — � —�_— GROUP / — — — / GJ \ \\\ \ �_ co 406 CM cn to — `n to — � � - - - �- �- ��-� �- -� - - -_- - - - - - - - - - - � / —�- �— ' — ---� 3— — — — — — — _� --� _=_= ====— --- == _ _ _= -- =' i III ��1� LO ' -- - -- - - - - - - - - - --_===� /� A � / B1L51 I / I /� / / �- CIO / - - -_- _- - - - - - __- _ _ _- - - - - - - -_ - / i / \ \ \\ Ridenbaugh Canal �- - - —� o 0 o a — o o 0 EF ��P. , �EP�;EPI - , EP P-�� P ' EP---}—rEPA — — A /// /// / // A\\\�\�\\\�� / //\� — /// \\� � o \ / / \ \ \\ I — — - - - - - - - - - - - - - _- - - - — - - - REAR — - -_- - - - - - - - -per_— - - -REAR- - - / IIIIIIIIIIIII 7 61 L36 III B1 L37 ii� III B1 L38 I I 61 L39 hA i \ I � �� I I I I N �I I I I I I B1L40\ 1 / // / / o , III / oX/ - 4� � ' 00 Drenched Ave I >` ` I I ,� ,n S Sun Dre - _ + - - � - - � I L - - - - M t I I IIIIII ==; � , ,�rl/l�lll / - - - - -- �/ Q a \ I FRONT■ /�/j I �� FRONT 1 VAS `Driveway C - I \ \ �_, C FRONT Cn � ;M C-3 I —�— + 1. 8 °O - 95+53.7900 96+-0 97+00� 98+00 II II ,, Ill ST A \ i �7 IIII 1.99 �x / ��S \ V — I _ ��I\\I VA�\\ POOL c / / / V �\ 94 _ y cam"') > 0 3 > ST / dS/ \\\ \\\ \ B1 L42 3 B1Lt43 r pTS7_ ,- vUi, �� ( i / l//l / /� — — A�A\ v�� CLUBHOUSE 4- / B1 L44 / o ; ct ,S8 SgSb 4�� % \�S�a M,3�0��, �� // B1 L45 PP6.7 0 50' 100' S. Sun Drenched Ave HORIZONTAL SCALE: 1" = 50' 2675 2675 y !c W � 2670 2670 0 Q PROPOSED GRADE Q J AT CENTERLINE cc o 2665 2665 ■_ § �� / llllllllllllllllllllllllll� J — 000, 2660 — 2660 Q� Q \ ��' ��i�� O w � y ~ w / U) 2E 2655 2655 Revisions 10 \ 396-LF OF 8-IN PVC AT 0.40% _ 1. 267 LF OF 8-IN PVC AT 0.40% \ z C�/vJ Z U aaz 2650 z z z� 2650 �U a_ I W r U (orT T z ao \ I fl-Z Cb 00 \ Q_NCCOO� U N Z� �0, r` I NooCO� Co 0Lo00 LN 00 1 =ZrNN N H 2 �O� CO C. +�� Co C/)QOH— W H �—Qz z p a 2645 CO LO NDCNN H 2 I 2645 ' ¢ vul +CDC N r �za 'z o I I AT CENTE LINE N=C0NN H 2 cn CO �W W w I M—QMZ o w Cn0o�— w ��p�w w M I 2640 _ _ �`__ I 2640 NOT FOR 2635 2635 0 0 EXISTING GROUND ELEVATION PROPOSED G OUND ELEVATION AT CENTERLINE AT CENTERLI E CONSTRUCTION 2630 2630 N Cn M N � rn ti ti � N M w 00 rn N No N N r` Project No.: 116165 M N O N O M M O M N N O O CID r` 6) O O N O M CO co co co CO co cfl c9 LO co LO to co co cfl �n U-' Ln U-' co U-' co co co Date of Issuance: 12-20-2019 CO CO co Q0 CO CO co co co Q0 to co co co co co co LO co CO co co co co co co N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: Preliminary Plat 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 Pre-Plat Concept Improvements E m S. Sun Drenched Ave g E Profile - Sta 95 + 00 - 103 Sewer Line �za 8 PP6 ■VERTICAL SCALE: 1" = 5' ��o -J�UU 7 ---- 7__ 7� � - - , \\ �� I , , %_- THE - a' ------------- --- 76+uu - \ \\ B3 L08 \ \ \ (IIII I I I I LAND 11, B2 L03 B3 L07 \ \ \ �i I \- der WayAAR B3 L16B2 L04 / -- / 1 _f - - �ti Bur -- 1 \A -B3 L06 --\ -- --- -- - ' 1 1 -� i, \ \ \ - A \ \ A�\ \ \�� STA 87+5 0 W EVENING SUN ST GROUP B2 L05 - / / / - I J -1; f - - - _�// / 1 1. 1 1 B3 L05-, 1 \_� .V A V V \\ - r I I = - _ - - -- \ i \ \ B3 L17 A cP� o STA 213+39.25 S SUMMER ON WAY --- B2 L01 J / l '� - l_ 82 L06 ( / I J Li _ _ - -- - _ - / / ' i L / / / - I-- ,I / i - 1 �- - -_ B3L04 I S P I I - - I I - - +— I I II --- I l / 1_ 6207 I I f -_ - -- I Ba L_03 I 1 A l \ A o A \ 1 - -- / B L _ -1 -1 - r _ . - -- - �_ N L 62 tas 1 I L 93 L021, i a2 L09 I I 1 1 I 1 I 1 \ J A A \ 63 L1 s \ - - + � � � J - �. -I � '_,62 LU, B2 L12 T�p� { , � r \ \ 63L19 P1R L,-- �- - I __I I I I I I �z I — _J \ \ V A A I l R - — A A \ \ �LI ,' — _J - I I I I I I �— _ \ A A \ \ V B3L2o \VA \ ,- ,- �� B2L25 / / / / 1r � -� P1RR _ - -� L - - � .I _ L - STA 5+03.13 W TIMBERWOOD DR l l i , / �l / l I l l _ _ PIRA 63 L01� _ 1 1 \ \\ \ B3 L21 \\ \ \ \� SS 2 �� 6+79.59 1 I I I I I I l l / 1- . RR R -1 1 1 1 1 1 V A - PI STA. I 1 I I 11 i I / / B �4//i/ / �� r � - - - - - - B2 L13 50, _ - -� MMERSON WAY �' f— -; A \ B3 L22 I I � / / � _ - � 1 1 �1,,A B3 L23 \ V � _ - - -� -,- STA 200+00.00 S SU B2 L23 / / � / ' .� � I I I I -I r -�1 F- -I R/W 1 1 V 1 \ \ \ - � 1 It it L B2 Li22 , �. I I I I I I _ 'I V64 L �i 1 1 I 1 I I 5 / / I I I` I i 33' I I� 1 1� 63 L25 1 ' 1 B3 L24 \ \ 11 \ A , \ 1 i 5 I I o '�' z. T l l / �il �: 2 I 1 1 I BC-BC I 1 1 1 1 1 \ B4 L14 1 33 1�I J B2 L20 I I BC-Br, I \ 1 / / / / i B2 L21 F/ I 1 wI I I 2+ ` � L �' I I I I B2 L19 I I B2 L18 I I �� o�o�� I B3 L27 B3 L26 1 1 �M o ,/ �� _ A 00� Lim�;��" I I I I B2 L17 I I I k00 A L13 �1 0 I I B2 L16 I I I i 1 1 1 1 o 0 ;, \ B4 t 0 � J _ I I I I B2 L15 I B2 L14 i �- I � � - I cW - J - JI I I I STA 45+20.85 W RIO DE PLATA DR S, $„ 2 i �\ \ \\\\ \ Cr I 8„Ss -�' -, _- L _ _ I I I I I I I � I STA 206+08.16 S SUMMERSON WAY w - 82p1+0 -- - - L - - J L - - � I I I - � ' mow, � � \V B4L12 \ - 0 � '' g„SS L - - -I L - J L - - J ___--- �, �—��- \ \ 1 O - 8'w%20 cn ----- --��------ o_ o -- S� 8 SS - +00 A A _ AA\ \ \ / 1 �■ �i �� _ _ B4 L11 \ \ ' i \ \ \ V A I 1 11 \ \ ------_- - -� m ----$ - --- --SD---N --SD-------- SSMH65 8"SS �— - �� 208 .� \ \\ \ \\\ - _ � 0 --- I r 8 203 8 S11 _ B4 L10 - - - - W +00 "y) C.) - I N 207+00 __ $W \ \ \\ \ \ \ -- o 811w -- \ \ \ B4 L09 \ \ \ > \ I o � J _ __8 W � 204+00 8 W 205+00 8„W -_ V A B4 L16 I ` � � I �B5 LO I /; � � / i mer`S .�, o i ------- ---- 0 1 \\ \ B4 L08 C0 oilI I on Way ----- -------- + a - - 1 - \ I Ln ea W - -1 1 1 50' I 'j /i/ B�L031 N /I/ / �� "' l-, - _ _ '�� S' ammev 1 1 V A V\ 1 B4 L07 \ VA _ A \ \VA J� �i �• �� / � - I _ _ 1 V A \ V A B4 L17 \ s I I / ' L4 / / / / / 1 f— = _ _ - � B4L06 \ \ \� � � � R/W I // �/ B5 Q B5 L05 I I I I -I I- -I ��- 1 I � 1 1 B4 L05 1 1 V 1 VV n1 R;inF III I I I I I I I r I t � 1I PAi I . 1 � 1 � � A A nA1 .n PP6.1 PP6.4 PP6.7 0 50' 100' Z S. Summersun Way O HORIZONTAL SCALE: 1" = 50' 2695 2695 GB STA: 200+00 EL: 2687.87 2690 GB STA: 200+32.17 2690 EL: 2687.23 PVI STA: 202+01.90 PVI ELEV: 2671.95 \ LVC: 170.00 \ 2685 \ � ti 2685 9 co ± N N N OOP \O 6j O L.LI C.0 m L') W O °>° \ `LU PVI STA: 211+04.33 O PVI ELEV: 2670.83 2680 \ o K: 32.74 2680 y \ O° LVC: 100.00 \ coo + as Lri + Y.1 + o Lo + -4 o LC) N N 6j ro N LO ti Lin co 0 0 \ O QD M ~ co 00 cc Oco 70 N M O N ± N N + C Q (/� N 2675 � � N � N w � M N 2675 J \ C/) N CD LU C/) CV m > + N Q \ m J m J U U w N Q (D W \ C3 w C3 w \ PROPOSED GRADE °O "' N `V cn N C) Cfl O C~/) N CD U W _ AT CENTERLINE .— Z \ 7— —�-- �� m J _ CD W 2670 � 2 a ----- -----___ _ ___o.86r -2. ° 0.44°i° __— -- \ � +�— __- — 2670 � � _ z 2g�F F 200% 00% 0 Q r P�CAT4Sp� - --- -- -------------- --- ---- -2.61% W J_ �ti�� ° 2.00% � CC M Cf)ti I- \ G Q +cflco M EXISTING GROUND 2665 0��`\J~= 12-IN PVC AT CENTERLINE O z O =z ••••_ STORM CROSSING 12-IN PVC w -Q�CE 0- STORM CROSSING 2665 cnco�_ w W y �� 12-IN PVC � � 29-LF OF 8-IN PVC AT 1. ° STORM CROSSING 0 z 22� Revisions >� 108-LF OF 8-IN PVC AT 1.22% 2660 1 2660 z z 0 U 229-LF OF 8-IN PVC AT 0.45% � CL� �z °O co U 232-LF OF 8-IN PVC AT 0.45% U C.O�I� M� U0 Z +rM Cow > U QNti�N I` z cn cn U _ COE�NN H S z 00 U U > z 0- z z 2655 2655 Cn�Cn W MM00 o z z > (n�CnOC— 6)M U +C i CD oo ao ti d z Q-.cooNoo M - z0 UCL CcomNNN H 2 CD OM W b0 c$. =z .. .. 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ZD H — cO (n�(nOC— — O 0 CprM M O M 2645 cn,T~Ew o w +moo o M 2645 C() r C0 co r MNN N EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION =z .... J -Q�z z O w AT CENTERLINE AT CENTERLINE U)OSP W w w o — — — CONSTRUCTION 2640 2640 = CO O N N CO O co O CO CT W O O M LC) 00 W co N CO ti LC) LC) ti O N CO N CO O CO N O Project No.: 116165 CO ti M Cl) LC) c0 O N O 00 CO 'T N O 00 CO N O W co N O) Cl) �i CV N o a; of oo oo ti 0o r- co co c6 Lri Lri �; �; CO �; cri �; cri cri ch cri v M Lri ch Lri ch co ch Lri ri Lri ch Date of Issuance: 12-20-2019 r- r— ti r— ti ti ti r— ti r- CD co co co co CO Co CO Co co CD co co co CD co CD CO CO co co co co co co co CD co co co co co co co co CO CO co co co co co co co co CD co co co co co co co CO co CO co co co co co co co co co CO co co co co co co co co co co co co co co CD co CD co CD CO Co co CD N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: Preliminary Plat a 299+50 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 313+50 Pre-Plat Concept Improvements E S. Country View Way 1371 2A7 WE Profile - Sta 298 + 00 - 312 + 00 --f f - VERTICAL SCALE: 1" = 5' PP6ml 1 PP6.4 %= THE� 4+00B1 L53 V ° , B1 L59 / B1 L60 LAND s - ---- GROUP • t� S � \ � � V,A . , A \ \ \ y � ,-- __y -- � _ SSMH29 �� // � - - — -- / / � �- - Svv 1 L52 v v v k , � i IN, / \ \. __---- - 407+00 N - B10 L13 \ \ D\6 V - � PIRR /-- � / B10 L14 � o `� B1 L51, i � O , �� A oP2 Q�� B1 \\ \ � 61-1L05 � � 9 L _ Q -- _ — 11 L03 — v v W / A\\ i �, � � \ I � � R156 R172.51' �� 1 L62 \ V ' 5 V �/ i \\ B11 L06 I 50 L -- B11 L0V/ 'Z, \ � \� \ �J'6�� FAO � � AA\i R11 in? �. �A �� // �� \� A 33W f B10 L16 j O �\ p� STA 32+63.62 W RIO DE PLATA DR \ — BC — \\ O �' STA 403+29.87 S RIO DE ORO PL 3ti o STA 603+57.97 DRIVEWAY A �/ /R B1 18 P• � � Cl) o�i O �, \ \ V\ �. / p Fe j � OQ, \\V � \ \ / B1 �63 / 00 p-� V �\ \ \ A\ B11 L07 \\\ x2y 9�� B10 L21 O \ \ \ 9r83S, � per• � � � � B11L08 \\ A � °'� 22 B11 L09 \\\ A \ / x 1► A \I \ A \ A - �� - V' `` \ :\ -i- �� i� \ \ / ` VA � W j o _ x ��lpx N 1 +00 B1 1�64 W �y 5� / \VAS = \ \ p - R5 ---- B10 LI191 I I \\ �- \ ,!�``- 1 �, A \ � � \\ Q'v3 B10,L23 % �� i "' 8"w -R60�— o I \\ I\ I I I \ � - \ / � � � � I Q � I �� v — �P I \�I I V' ,I� R25 � ' /�%/�/ i \ / r �/ 9 r a\\ \ \\ 10 L24 <1,o 7� / I'lla PP6.3 Q S. Rio De Oro Place 50� 100� HORIZONTAL SCALE: 1" = 50' Q 2680 2680 y Cc W a N Q M Z O N Q O 2675 (n co � 2675 Q w CDw + O T � co � Lq Lri o CDLr) ' ■IIIIIIIIIIIIIIIII� 00 N +_Lj M Q w O 2670 `� W a 2670 ■ � Q --- Q O � O o Co U) N w � W N M N M J Q C� \— m J C3 W CD W G Q C'3 W � EXISTING GROUND Q z p 2580 AT CENTERLINE _------_ -- OC _ 2665 y � `� 5 — -1.15% c!� � \ 0.48%- 5.28% PROPOSED GRADE — AT CENTERLINE Revisions 1. 2660 12-IN PVC�� 192-LF OF 8-IN PVC AT 1.70% 2660 STORM CROSSING 115 LF OF 8 IN PVC AT 0.40% 8 If90-LF OF 8-IN PVC AT 0.40% 269 LF OF 8-IN PVC AT 0.40% 0.40% 109 LF OF 8 IN PVC AT 0.40% 110-LF OF 8-IN PVC AT 0.40% W z 2655 84 LF OF 8 IN PVC AT Q z 2655 8-IN 117-LF OF 8-IN PVC AT 0.42% 0 75 LF OF 8-IN PVC AT 0.40% z U 4 -LF OF 8-IN PVC AT 0.42/° ciiz "> > CL az w w CU Uw dz z N ;' Q -- c> > > a az zao 00 U `'.c> > U� � z z ao M M U > >d U � > W 0_ Z ZOO OpN O a00 mr—co � a Z aO M Li") C'sT O � + � LO, 2650 z W W z z 00 Op O CO �OLC? O +�f� O NQMCMoO N U) Opp _ _ zCIS CC? O O M N�o) O ti +Lcj CoCOLO Co O 0¢NM 0 N f� =O�NN H = 2650 0�0 00 T a0 O NOT �� r QO4 L. N C MEiTOO N CO =Z�NN �zQ z D O_ MOE -� w z ITT v _ + Lo'7 +4Lr>Co eo— O� = vNN _ —Q ..z o w cnop�—w w w + � CO O z OHO O T +��cp T r`aO)Co0 N O MOTON Z .. .. '' H C!)OOH� W c./J -WERE — O OQ u-)cDO N 00 U +M� O N coQ 000O CAD N O MO�NN S =z N _ �a0¢�zCD W WIII_WEEw W U MO�NN 2 U U 0¢O�O N O M��NN H 2 =Z .... O H Moo H_ O w cJJVC!)CCw W =z .... F a a z SOVNN H S �z .. ..z c�nw��z �w cn�cno�w w o oa _ z .. .. •• �� CD- NOT FOR W00�_ w z z -Q z o a- v�Op�_ w c� TW LU LU LU W W�w w o coca W W�CnEw w o 2645 M 0p Oo r ��w w o 2645 _ __ OEM M�O +Cvj� � C00 N OQr-CoO LO N O NOCO �NN N H 2 �zQz z o a EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION T io�LL' LL' LL' o AT CENTERLINE AT CENTERLINE OO o0 2640 2640 U? L� N N T m N N co O N ti co O� N M O co U') � U') co Co M O r O M M M M M N r` G.0o O CD co O COD ~ ccoo O Co c~o M ccoo N CMo M C.o M CND M co M COD coo coh COD COD COD coh C.0 co CND M CND M 00 CONSTRUCTION N co O N O N O N to O N O N O N O N O N O N O N to O N co O N co O N co to N co CD N co CD N co co N co CD N co co N co N co N N N N N N N N N N N N N N N N N N N N N Project No.: 116165 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat Pre-Plat Concept Improvements E S. Rio De Oro Place s Profile - Sta 402 + 00 - 414 + 00 f f VERTICAL SCALE: 1" = 5' PP6ml 2 PP6.3 l - - � \ REAfir � ai — _ _ ' PP6.3 %-- THE �iEAlj ) REAR r E P / -� P R — L22; o t-PLIRR \ L _ — _ — — - PIRpp '' �� PIRR PIRR — F / EA� / I ` � REAR- � REAR — + — I 1 — BT011-4 — — — — — - II - --- - -- — — � — � j— �/— / - M- �\ I I I III I I I REAR REAR I — — \ \ \ _ . 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I� �-¢ zoa A CENTERLINE AT CENTERLI E EXISTING GROUND ELEVATION PROPOSED G OUND ELEVATION (n00��— w A CENTERLINE AT CENTERLI E CONSTRUCTION 2645 2645 r N � C Oo N 2645 2645 Project No.: 116165 co ti 0 00 c c co co r 00 CO L(J M co m co co co co co co co �' N 'r? rn co °O M 1S? Date of Issuance: 12 20 2019 N N N N N N N N N N N o ti 00 00 N 00 6 � N N � N � N CO N N Project Milestone: Preliminary Plat N N N N 499+00 500+00 501+00 502+00 503+00 504+00 505+00 Pre-Plat Concept Improvements 599+00 600+00 601+00 602+00 603+00 604+00 605+00 E Driveway A & B g E Prof ile - Sta 402 + 00=505 + 00 & 599 + 00=605 + 00 �za PP6 1 VERTICAL SCALE: 1" = 5' ■ 3 ��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\/ /�j\/j\/j\/j\/j\/j\//\//\//\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 x 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE 0 0 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 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 31 \ 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 WRAP THE ROOTBALL, IT SHALL BE COMPLETELY 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 EP _ _ o _ _FA �F� \ \ �QP ■- •a ,I - ---- � F\�Fls� Area 2 � a � / �•J. r J.. \ C4 / Q. •31 FA• I t Cc J 0 � Pa o� � y e LU °� o NN 06 CD \ Eo = \C \ 6Q\ •r• f , , I I ✓ �� \ Q '.00 V < I M LU i tt w LU ti. I i Fo C4C/D A \ o •18 LE q............. ..... ........................... ......................... .................... 1 213G Revisions 1 O\ \•. ._� 1. � F / J e.. J \ c Gi 24 C I m el F . �•':• .•y of rc Area 1 Area 3 ......... ... I 'f��.:O''.: si1T '• � wl :•lam:•:.- 1 I I .4y l' I .................. :' ': :.. ................... ....... ...... rf �••., ... ......... a� I I :• •:•:. 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K....%__..x.._.x_...K__..x....x.__.x.._.K..._K..._x..._x.._.K. :::..:...:...: a .._ .x_...K--..x_...x.__.x.__.K__._K_.._x..__x._..x_.. -�y:::.}t::::jt:=: :.:,•' : _K._._K_.._x._._x..._x____x___.X___ 1'....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.. .x_._.x.._.x.._.K..._x_.._x..._x.._.x....x_...x.._.x__..x._..M....x.._.x.._.x..._K_.._x..._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 E66 9 Ea Landscape Overview0 150' 300'aLl 00 -_- HORIZONTAL SCALE: 1" = 150' ■ om AREA 2 r See Sheet 1.1 .02 W Z O 'fD 131 L12 .•/ • o B3 L22 ° ;`. B4 L09 -� (18)TG � � -�/ B3 L05 � �// � � /� B3 L23 "'/ ° AREA 3FM ` B4 L ` •r ' B3 L04 1 B3 L24 B4 L07 (4 LE + B3 L03 �/ ` �` B4 L22 Keymap. (16)TG `r . `r Scale: NTS 61 L10"� • �.' B3 L25 �- 1 . . . B4 L06 B3 L02 � � � �/� � 1 64 L23 t `. PLANT SCHEDULE ` • \ ` • B1 L09 �` '.� / B3 L26 •',' ° '` CLASS I TREES BOTANICAL/COMMON NAME SIZE CONTAINER a �• � • � •,' r'- B4 L05 � SC MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 21,CAL. B&B \ / `- �� B4 L24 a B1 L08 63 L27 r',q 1 CLASS II TREES BOTANICAL/COMMON NAME SIZE CONTAINER B3 L01 - •r ,� �� '.`• '� ` .�� . - • .rrr / =• B4 L04 FA FRAXINUS AMERICANA 'AUTUMN PURPLE' /AUTUMN PURPLE ASH 2"CAL. B&B (10 ; . I FP FRAXINUS PENNSYLVANICA 'SUMMIT' /SUMMIT ASH 2"CAL. B&B �� °� ,•,' / :*• ;� ` • �, '• B4 L i GT GLEDITSIATRIACANTHOS SKYLINE� /SKYLINE HONEYLOCUST 2"CAL. B&B a ' ' • •'' / LE LIRIODENDRON TULIPIFERA EMERALD CITY' TM/-1-RALD CITY TULIP TREE • B1 L07 �' . ' ' B4 L03 B2 L12 ` :� `` � ' %.'`� `'� TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B .i �B2 L13 ` 'r / �i B4 L26 \ �' � � -•� � •,' � ,' , � �� `•�� •, � . � ;rr � i CLASS III TREES BOTANICAL/COMMON NAME SIZE CONTAINER •, B1 L06 - B4 L02 \ 1 OR QUERCUS RUBRA/RED OAK 2"CAL. B&B B2 L11. A �`' ' '+� \ 1� ��`♦ � 4N% ` ` / ` .*.*R<- �!,'� / „= B2 L14 ` �� `� B4 L27 •,, EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER \ / / • +• B1 L05 \ B2 L10 0 �� FA '�•' PF PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' /VANDERWOLF'S PYRAMID PINE 6' HT. B&B / `-o° • / ' ' r PG PICEA PUNGENS 'GLAUCA' /COLORADO BLUE SPRUCE 6' HT. B&B � � � / �� \ � •,-, � / 62 L15 .;r `= �� ` �`64 L01 . B4 L28 �'r (1� FP rr G �� Q• `�•� ` �'� / B2 L09 r ' / �"�` •,*� �. .* W Material Legend B1 L04 B2 L16 ••�' �', ��' •i' / '• LANDSCAPE AREA:TURF, SHRUBS,TREES, BOULDERS, ETC. B2 L08 �' '• `r r. B1 L03 �;• B5 L13 1 r B2 L17 •�' • •�B5 L14 -�� .` 0 0 0 6'OPEN STYLE METAL FENCE TO MATCH B2 L07 �� ,' ` �� W i� EXISTING, REFERENCE FENCE IMAGES ON TG (1 .' L1.00. ``.•. / B2 L18 ',' B5 L12131 L02 •.� i t.'. `'' / �. 4'. zoo ❑ ❑ o o ' �t�.•.� � '.+• `' � :�� t� ` 6'TAN VINYL FENCE TO MATCH EXISTING, B2 L06 „• / �� `� ` �•� REFERENCE FENCE IMAGES ON L1.00. (18) LE ��o B5 L15 C -+ - .` ` . .`.`. •.`.`. `.`. (2) S /. B2 L19 \ B5 L11 B2 L05-�.•,/. .� ��• ��` '�' '•! `'� (6) . ----x----x----x----x----x- EXISTING SOLID FENCE TO REMAIN. . . .'.�'` . . . 612 L01 .� �'• �� / ' s V B2 L20 ` ,'o / B5 L16 - • . v �'- B2 L04 �,p ' 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. � 62L03 ' �-' � �' 3. EASEMENT BOUNDARY. • •�'�' ' �� B2 L22 ' \ � 1. r B6 L11 B6 L13+ 4. STORM DRAINAGE STRUCTURE, NO TREES PLANTED WITHIN 1 O'OF B2 L02 M STRUCTURES. B5 L08 B5 L18 / � O 5. 40'X 40'CLEAR VISION TRIANGLE. B2 L23 6. 20,X 10'CLEAR VISION TRIANGLE. •��' a J 7. PROPOSED POOL HOUSE/CLUBHOUSE, REFERENCE CIVIL. �- ��PART �'. B6 Li 1 ow8. PROPOSED SWIMMING POOL AND PATIO. � �� B2 L24 , � � B5 L07 / B5 L19 .`, / � 9. PLAYGROUND. Ce - `i' �� . 1 B2L01 '` -' C4 Project Calculations .� '��• B2 L25 y `,' B5 L06 B5 L20 `� ,�`` B6 L10CD � y A. WIDTH OF STREET BUFFER: 20' 1 .•� . . . . . '•�'�' .: �'�`. .e (21)T� ` B5 L05 \ ', ,' / B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET (W. OVERLAND RD.) '.' ��' a ' B5 L21 ' B6 L15 �� / �, \ ,' C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) .Rlby. ��` �' B6 L09 . `�• . '. `�' \ ,'w• (1 PER 35 LINEAR FEET) ---- ,� .�. .'� B5 L04 1 ' r ' `�` •f, , `� �4 65 L22 '.� "•` D. RESIDENTIAL SUBDIVISION TREES: 321 TREES C ` B6 L08 / F6 L16 (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 1 O'OF ANY STORM ■ �• •�` B5 L03 ` . . .(5. . . . . . .' . ` .` ` . . . i •k s ° �' \ DRAINAGE STRUCTURES) .�. B5 L23 ■ R/W . . A ��' i • • • • • • • .•. • • _: �� . / \ •. / �� E. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 50 PROVIDED ' ` B5 L02 ' �,�� .;' B6 L07 B6 L17 1 • (1 PER 10,900 SQ. FT.) .`. ` `i �' / ■� - �7) FA -� B5 L24 - \ ` r F. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A `.`�` ` v 1 B6 L06 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.. . B5 L25 .•� '..' ` B10 L03' ��`.`.•.� �. .� v '��" �:• V B6 L18 . . . � �B5 L01 1 CA .' B6 L05 ��.�.•��-••�•.•.•.- '��' `�' ' Elmo B13 L01 �, - -�.�.�-G'.-.'.-.-.-.-.`,-.•,-."\.-� ','• �' (20) FP GT 10)- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., Cc B6L04 . . . . . 1 .�. B6 L19 ��. �. 1 �• •�••�•• �• A �. . ,. .. `�``� B6 L03 O - �'• ` Z • �i / �'. V Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . .'.'.1` . vCD . . . . . . . . . . ■ ' .'.'.'. .`.`. .•. . . . . ` ` B6 L02 B6 L20 - c CD B13 L02 .6'.`.`.`. 7 FA .B6L01.'.•.'.•.'.'.'.'.•.'.•.` -- ■� ■� .`(1` . ` . i.` °� O \ ' . . C _ '+ � CC Q ■� . (2) PF. . ' B6 L21 1 w — / ., �+ �. .'.'.`... .i z : -• 1CD . Z 0 `.`.`.`.` `. . . .I � oC LU `A%' B13 L03 .� ��' . . . . . . �i �� . .�`� . .� � . . .�. .y r c/) . . Revisions :. .:.:.:. .: 10 . . . . . ' B1 3 L04 B13 L05 B13 L06 B13 L07 �i ` B10 L04 B10 L05 B10L061 B10L01 � • � � � � � 1310 L02 . . . . . . . . . . .`.Ci'.`. . . . . . . . . . . . . . . . . . 1 _ r - G 1 � \ 1 0/5/i*y�6`20 ' Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat ts Landscape Plan E Area oil 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-I 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 1-1.00. 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 � Project Calculations A. WIDTH OF STREET BUFFER: 20' B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET(W. OVERLAND RD.) i / C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) (1 PER 35 LINEAR FEET) EP=� D. RESIDENTIAL SUBDIVISION TREES: 321 TREES EP o (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 1 O'OF ANY STORM EP P EP EP \FP\ DRAINAGE STRUCTURES) ° \ E. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE:50 PROVIDED ---- o �e ° (1 PER 10,900 SQ. FT.) �p \ B1 L21 j Fp \\ F. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A • B1 L20 \ / o B1 L22 FA \ •B1 L01-`-` B1 L23 o �\ ° ` B1 L19 ' FA (7 ° B1 L24 °B1 L25 -B3 L146,00OD ■— o� • © o B1 L26 o \ ■� • B1 L18 ' B3 L13 �• • , � B1 L27 a •' eo \ ` B3 L15 , If F,o o 131 L28 F,o 0 131 L17 B3 L12 i ` 1 L29' p ° \ .� •i Elmo `�B4L15 FP o B3 L16 B1 L30 P ° EP /' •` B3 1-11 B4 L14 - B1 L31 EP ° p ` o i ,• a `.� EP ° Q 131 L16 ` i •+ `i i• �•` � / CD B3 L17 `' / o oC 7) FA B1 L32 F� > Q l FI O — — — - I B4 L16 ;i B1 L33 O q` *` B3 L10 B4 L13 `+.`'; \ ■� ■� °6 O 131 L15 I B3 L18 • • ' / Q .B7L14. `� ` 131L34 ■� w ' `� r — •,i I , � `, cCD `�. B3 L09 B4 L12 •; � I B4 L17 a B1 L14 Q' o + � �` B3 L19 •. ° .. o .i � , B7L13 �(3 FA , ,- i w -% '' — — `-`- � '�� •- o �' v� 154 '•� 'r ' ' '` '�� ' ° ` r ` j ��•` Revisions 1 B3 L08 ai B4 1-11 - ►� ` '%t 131 L35 B4 L18 •i i. B7 L15 �► .`� ��`. 1. B3 L20 - i `` � B7L12 ' , • I i`• mo v— . B1 L13 ,�i l i�� B3 L07 � � � � � � `�� B4 L10 B3 L21 '`i ° i' B4 L19 m B7 L16 m -o �'. TG (11) 'i l� .i ': �i�. B1 L36 B7 Li 1 I B3 L06 131 L12 B3 L22 �� ° ��'` B4 L09 `•.i l �� ' ��• .i •� (18)TG •r B3 L05 ,i� l� .� B7 L17 o ; - B7 L10 B3L23 `i ;•� i ` /� � •�B8[011 ` �•` .'. �1R 4`. .' B4 L21 / 7. e5s G � �• I I ., .' B3L04 ,`r ' �, �i l •,�,• i` \\ P�EOF/pq D. • w - ` ------- 4 B3 L24 B7 L09:.i i`` . •' - ------- ,�. B4 L07 rn / . .D (4)LE • B3 L03 �/ .` i•. B4 L22 • r r. ,ti • B1 L10 - •'` ``` �.'` B3L25 •- •` .'i i ' �'��_ � ---- — 131 L38 -4 Vvv ,'•Qa ,`i' /•,� \ ;' ° B4 L06 ,`i .' B7 L08 B7 L19 - i - m m I /// ft N?��\\ 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 s PreliminaryPlat Landsca a Plan= Area 2 � 0 50' 100' �E Ll m02 HORIZONTAL SCALE: 1" = 50' om See Sheet 1.1 .02 amdbmb,, AREA 2 Q (1 GT , • i O B7 L12LU 0 B4 L10 B4 L19 B7 L16 i �� .�� • momo \ • B7 L11 COD B1 L36 I AREA 1B4 L09 ,\ I - - - - - B4 L20 ` i FP (6) • '; / ----- — — ---------- B7 m i L17 - B7 L10 4' ��` Keymap: Nip•• / - �'.'.'.'.'.' �1.'` Scale: NTS , B4 L21 ' / i i'. %.' -(6 SG • B7 L09 " • i PLANT SCHEDULE FOX B7L18 �� •, , SC U rn ,,,I I \ CLASS I TREES BOTANICAL/COMMON NAME SIZE CONTAINER / •' / •�; ' `••� � ° \ SC MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B B4 L22 �•r� / � � ` _ � (5) GT o B1 L38 I / o CLASSII TREES BOTANICAL/COMMON NAME SIZE CONTAINER ' •` ` B7 L08 B7 L19 '• m m I / ° FA FRAXINUS AMERICANA 'AUTUMN PURPLE' /AUTUMN PURPLE ASH 2"CAL. B&B B4 L23 ` . ° FP FRAXINUS PENNSYLVANICA •SUMMIT' /SUMMIT ASH 2"CAL. B&B • ' :` / .' `,', - -_ - ------ - - ° \ GT GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B LE LIRIODENDRON TULIPIFERA 'EMERALD CITY' TM/EMERALD CITY TULIP TREE 2"CAL. B&B � '.i� r . 'i i`• B1 L41 � rn m o / o TG TILIA CORDATA 'GREENSPIRE• /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B B7 L07 B7 L20 B1 L43 �, Ep�\ ° ' B4 L24 FA \ CLASS III TREES BOTANICAL/COMMON NAME SIZE CONTAINER •• -` / -`, / •`- rr, I °/ / / ° ° \ QR QUERCUS RUBRA/RED OAK 2"CAL. B&B B4 L25 •� - - B1 L67 • B7 L06 B7 L21 , B - - / �� AQ, ° EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER r : 1 L44 PF PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' /VANDERWOLF'S PYRAMID PINE 6' HT. B&B • rr ,• / ,•; • • • - o J / / \ ° PG PICEA PUNGENS 'GLAUCA' /COLORADO BLUE SPRUCE 6' HT. B&B ` �, I B1 L40 64 L26 •.r r • / ' �. - - B1 L60 <% Material Legend •r r-: B7 L05 �• F,o A o g -' 67 L22 � r •.�' .' B1 L45 �o \ Q Q / \ o\ LANDSCAPE AREA:TURF, SHRUBS,TREES, BOULDERS, ETC. / ,o 0 •rr r / `i i` F.O \ 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. - ` B1 L46 F p .(2)PCr. ` �,`-• `S. . B1 L59 / / \ &TAN VINYL FENCE TO MATCH EXISTING, ` • r ':'-`�`•` • '-"� -ER -EP r / •' - - - - - - - - - - - - - - ,•-• - - - I \ o \ REFERENCE FENCE IMAGES ON L1.00. B7 L03 r• B7 L24 •t;��- \ r -- B1 L58x----x----x----x----x- EXISTING SOLID FENCE TO REMAIN. B1 L62 B1 L47 =� F F,o \ \ ` r ,� B7 L02 / - B1 L57 \ \ ,' o 0 , B7 L25r , �'• r \ Keynote Legend t.� • r• rrr` - - - - - - i F\ 0 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. �, •,r •*• / ° ° 2. END FENCING, SEE LEGEND FOR FENCING TYPE. - - - - - - - - - - - - - - - - - - - - - ' -----` ---- B1 L63 \ 3. EASEMENT BOUNDARY. B1 L48 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • \ 0 4. STORM DRAINAGE STRUCTURE, NO TREES PLANTED WITHIN 10'OF - �(6� - ' ' •'r (15) GT r� - STRUCTURES. -,, 67 L26 / r , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° \ 5. 40'X 40'CLEAR VISION TRIANGLE. • B7 L01 / - - --- \ 0 6. 20'X 10'CLEAR VISION TRIANGLE. '. . 7. PROPOSED POOL HOUSE/CLUBHOUSE, REFERENCE CIVIL. • • ' '.•• 8. PROPOSED SWIMMING POOL AND PATIO. • • � -' ,i • • o 0 9. PLAYGROUND. � � •rr r B1 L49 r' i'• •. V �- i r v - r I `� PARCEL \ Project Calculations O B6 L1 'B6 L13 •'�' rr • ' r o -,- •rr i'•-� B11L05 .� ICEJO EPH o A. WIDTH OF STREET BUFFER: 20' B1 L55 • r - \ RICE JOSEPH R \ : . '�� - o• - . . . . . . . . . . . . . . . . - - • ' �•' B11 L06 B. LINEAR FEET OF STREET FRONTAGE: 1223 FEET(W. OVERLAND RD.) � B1 L50 ° B1 L64 0 CD B6 L11 �� . .� t.�� ' - - �.� • ': `� ' C. NUMBER OF STREET FRONTAGE TREES: 35 (W. OVERLAND RD.) y �•• - - - - - - - - • - - - - _ � - I (1 PER 35 LINEAR FEET) -� � 01 '- (4) SC -- - - _ _ - o B6 L14 ► rm o ��.� �; . (4)TG «i I - - _----- - - - D. RESIDENTIAL SUBDIVISION TREES:321 TREES - . - -� B1 L54 `�� (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 10'OF ANY STORM r �� v •'- o DRAINAGE STRUCTURES) • r •\ = • • - _ •i i- - B11 L04 -: ��• ' E. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 50 PROVIDED ■ r . _ / B6 L15 ,' '` -,� • - • - _ •i i - B11 L07 �� w (1 PER 10,900 SQ. FT.) A ` - `i , ■� CD • - •--- `�'' •- - �i F. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A `FA (6 - - ` - - - - - - - - - - - - - - - - B1 L53 - -'` - - _ �� ■� - - - 6 L16 B9 L07 -'PG (1) LU - - -- .PF`(2� • - •�' B11 L03 •i r o ( � B1 L65CD B6 L17 rr i. CA - - •` • - - - B1 L52 `i B11 L08 a Q� �' B9 L06 ��` ,` ,`r w cv ,� - - / r mc - . . . . . . . -�- - - - - . . . . ..QR(10' - - - LE (�8) i• — -� r o ' . . — — — — — • • • • • • - - - - - - - / Elm# SW - - - - - � • • • • • • • • • • • - • • • • • • - A -` - - - - - - - - - - - - - - - 69 L05 � ��`• -' / rrr. � o B6 L18 ' -.(5)-QR--.-`-----------------------`-.-.-.---.-.-` - - - I • ' ° B1 L51 -� B11 L02 r O •B9L08 i B11 L09 ' ' ° COD -� . . . . . . . . . . . . . . . - ♦' . - - - •i A Q T 10 .•2) pF....... ... .........�.................-�-•- � `� (7) FA • _ . . . . . . . �i �� • Q ° OC B6 L19 LU B9 L04 . '�1).P '- . . . . - . . - . - . . . i, �' '�� I - - - . . - . . - . - • / • / c CD ' J L�.' .�.` 'i ` Q ■� CD - - - • • - - - - - - - - . --- - - . e Q - ' 43 El •1 \ ■� o B6 L20 1 •, '. B9 L03 . . ,- - •� B10 L14. . - - �w - -- '. . . . �`--• i i / 11 11 Q \ B9 L10 -; - B10 L22` _ �/ 01 ° - Q w - LU :—___ n n ---- Ca am '—. . _----- -- ----------- ------ ------ -- ---- c/) 2i B9 L14 B9 L13 I ..� .o ----- 1 - --11 B9 L12 , . . apE B6 L21 i ' ii ii B9 L02 I ' • B9 L11 '� - B10 L13 - 1 Revisions 0 ' - • B10 L15 .o - o E � `� , i p•• B10 L21 B10 L23 I 1 ER B10 L18 1310 L26 a -'B9 L01' a i i i - B10 L29 \ . . . . . . . . . . . - - o (15)TG B10 L16 B10 L20 B10 L24 \ ' B10 L30 ' B10 L28 0 B10 L12 I I I I 1 B10 L06 610 L07 I I o OF-0 /Dgh,O/��i 1 B10 L08 B10 L09 B10 L10 tiylp D•I�� B10 L11 ' B10 L17 I B10 L19 B10 L25 B10 L27 a -2 2 010 E ftsa 0Q) �/�t��b�b Project No.: 116165 / Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat a / Landscape Plan 'hX E / Area at I g o .9 0 t / / 50' 100' a Preliminary Plat Landscape Plan= Area 3 i Ll m03 -,o HORIZONTAL SCALE: 1" = 50' Vicinity Map: CLM 0 FOUND ALUMINUM CAP g NW CORNER SEC. 23 FOUND ALUMINUM CAP 1-84o- CP&F No. 111026808 N 1/4 CORNER SEC. 23 FOUND BRASS CAP - 15 14 CP&F No. 110088910 -BASIS OF BEARINGS = a NE CORNER SEC. 23 _ _ _ CP&F No. 107153515 W. OVERLAND RD_, w�a� S89014'56"E 2652.36' 14V N89°19'41"W 2661.73' 14 13 0 - - - - - - - - - - - _, _, - - - - - - - - - - - - - - - - - - _ Overland - - - - - - - - - - - - J 22 23 - - - - - - - - - - - - � - _ - _ - 23 - - � w 2 I 4 J � I w of Not-A-Part I ` vi z PARCEL C � / I Southridge J S1223223010 Not-A-Part CABRA CREEK LLC I Apartments Not-A-Part PROJECT N`' , I --- 4r 140'RIDENBAUGH CANAL EASEMENT I LOCATION - 0 L6 PER INST.No 800640 I \\ -' Cg I PARCEL I W VICTORY RD -- B1 L21 S1223212615 wV' g� / I PFAU FNot-A-Part B1 L20 SOUTHRIDGE FARM LLC I / I------- B1 L01 B1 L22 --- - \ S C PARCEL � ♦ Eq° S1223212760 B1 L23 IS9F 33� I I • CABRA CREEK LLC I q/ 62 I Project Summary: B1 L19 � 9� ♦ � Y B1 L24 ALP& ! I PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3 NORTH, I I ` B1 L25 \ a4 Cr RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO B3 L14 �h /f C R L2 \ 4a� err I PARCEL I B1 6 \ a' I S1223120955 - TOTAL PROJECT AREA: 83.77-AC ± B1 L18 B3 L13 B1 L27 I SOUTHRIDGE FARM LLC I EXISTING ZONING: R-8, R-4, R-2 (CITY OF MERIDIAN) 63 L15 \ Not-A-Part I PROPOSED ZONING: R-2 OF ±22.25-AC B1 L28 \ \ � B1 L17 B3 L12 .o,, q�V B1 L29 � \ \ I � R-8 OF ±63.02-AC To ' B3 L16 64\ �FV B1 L30 \ \ � \ �,j TOTAL LOTS: 284 (INCLUDING 29 COMMON LOTS) B1 L16 B3 L11 B3 L17 B4 L14 9 s'4h st R B1 L31 \\ I \\ \l� TOTAL UNITS: 254 SINGLE FAMILY LOTS / B1 L32 I I I FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN PARCEL a B3 L10 B4 L13 64 L16 B1 L33 I I �Ot-A-Part , I ESTABLISHED FLOOD HAZARD AREA. S1223233670 B1 L15 B3 L18 I C CABRA CREEK LLC �� B7 L14� B1 L34 I / / outhrid Subdivisio No. 5 I TOTAL COMMON AREA: 22.3± AC B3 L09 B4 L12 B4 L17 \ R \ � I B3 L19 B7 L13 I� I L12 TOTAL QUALIFIED OPEN SPACE: 5.31 AC I Q ^ B1 L14 ` • �' B3 L08 B4 L11 B7 L15 B3 L20 64 L18 y B1 L35 � 3 B7 L12 CO)_ I J � I ACHD R/W �Q / B1 L13 �� Not A Part B3 L07 0 P RCEL PER INST.No.108120052 'o� 63 L21 B4 L10 B4 L19 `` B7 L11 B7 L16 CD B1 L36 I B3 L06 / I V I 1�2313 0 B1 L12 B3 L22 B4 L09 I � ENANC LDINGS I�LC A B4 L20 Sheet index: �� 3►� B3 L05 B7 L17 a. / �,� B3 L23 B4 L08 B7 L10 B8 L01 I I SHEET SHEET TITLE \ B1 L11 4. B3 L04 B4 L21 B1 L37 I ` Crg C12 NUMBER B3 L24 B4 L07 / B7 L09 B7 L18 W� I ♦ I PRELIMINARY PLAT B1 L10 B3 L03 / B4 L22 �`�hCja �� I �� I PP1 PROJECT OVERVIEW 63 L25 �� 64 L06 B7 L08 B7 L19 61 L38 PP2.1 AREA 1 B3 L02 � � \ / B1 L09 B3 L26 'C I I - I I / \ O B4 L05 64 L23 _ I / lj� PP2.2 AREA 2 \ O / B1v B4 L24 67 L07 B7 L20 61 L43 g1 L39 I I PP2.3 AREA 3 \ B1 L08 B3 L01• B3 L27 Qil ea I / / - �� 130'RIDENBAUGH CANAL EASEMENT \ �� B4 L04 Q I I % PER INST.No.800640 PP3 ZONING EXHIBIT \ O B4 L25 �� / - - B1 L67 �� B7 L06 B7 L21 PP4 PHASING PLAN V AV Q•� / B1 L07 y B4 L03 B1 L44 / c I (/ � I - M \ / B2 L12 •B2 L13r '�' I I \ F_ PRE-PLAT DETAILS O \ \\ / B4 L26 QOy 61 L40 ` I B1 L60 v� ICD \\ \\ B1 L06 B2 L11 / *j0 Q� 64 L02 B7 L05 67 L22 61 L45 I I % sv,� I N PP5 ROADWAY TYPICAL SECTIONS B2 L14 OO�p co B4 L27 r / B1 L61 s`�rr �_ N PRE-PLAT CONCEPT IMPROVEMENTS B1 L05 �^� B2 L10 d O B7 L23 / I F \ PAACE G \\ \ G \V 62 L15 a� O B4 L01 gq L28 g7 L04 I o o PP6.0 OVERALL PLAN B2 L09 t� B1 L46 / 50'INGRESS EGRESS EASEMENT I `�� S1223 010 z PP6.1 W.TIMBERWOOD DR STA 0+00-14+00 � CHpcCLENGER y O I \\ B1 L04 B2 L16 ,4 \ �� B7 L03 �� PER I.N.107123370 I ` B1 L59 / `� \ PP6.2 W.TIMBERWOOD DR STA 14+00-20+50 B2 L08 �GJi, 1 B7 L24 PER BY I.N.2019-089220 / DEVELOPMENT INC �\ \ B1 L03 / B2 L17 B5 L13 B5 L14 y► B1 L58 B1 L62 y B2 L07 / �� \ / .�O B1 L47 ' PP6.3 W. RIO DE PLATA DR STA 25+00-34+00 \ B1 L02 B2 L18 B5 L12 B7 L02 B7 L25 �� o� B1 L57 / ^ I PP6.4 W. RIO DE PLATA DR STA 34+00-48+00 \ �1 B2 L06 , �; \\ \ B2 L19 B5 L11 / B5 L15 \ �� Q B1 L48 / o�� \ B1 L63 o M I PP6.5 W. RED CLAY PLACE STA 60+50-72+50 CO \ B2 L05 O o��Q� ` \ \ Z PP6.6 S. BORDER WAY STA 72+00-85+00 \ / h 67 L01� 67 L26 V Q ,u B12 L01 \ B2 L04 62 L20 B5 L10 65 L16 9 Q�59 / B1 L56 i a�I I \�'� /!7i / �� q i o \ = PP6.7 W. EVENING SUN ST STA 84+50-95+00 FFIINj \� B2 L21 B5 L17 B1 L49 PARCEL O 62 L03 B5 L09 \ S1223131250 \�+ CO) PP6.8 S. SUN DRENCHED AVE STA 94+50-98+00 .� z PARCEL \ B2 L02 B2 L22 Q. �� B6 L12 66 L13 / Q'� B11 L05 RICE JOSEPH R i '� PP6.9 S. SUMMERSUN WAY STA 199+50 214+00 S1223233950 \ / B2 L23 B5 L08 / B5 L18 \ \ 61 L42 B1 L55 B11 L06 61 L64 a 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 _ - 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 / 66 L14 � � I B1 L54 C � }+ y I ADA COUNTY \ \ ~Lji co O co - PP6.12 S. RIO DE ORO PLACE STA 402+00-414+00 y HIGHWAY DISTRICT C1 \\ \ 00 ��1 B5 L05 B5 L21 B6 L09 B6 L15 ,�, �, - - Oo B11 L04 looe g11 L07 i ZCM PP6.13 DRIVEWAY A&B STA 402+00 505+00& C2 C3 \\ \\ OI� 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 B11 L08 B1 L65 O H L1.01 AREA 1 R R �-► EW 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 cc B13 L01 \ \ - - - - - R � PARCEL � B6 L04 B6 L19 B9 L04 � S1223233905 Q ` 75'NORTHWEST PIPELINE R/W&EASEMENT \\ �� 66 L03 B9 L09 B11 L01 R/W - o / PER INST.No.8235869 \ I W Rio De Plata Or cc I WALKER TERRY G y=+ - - R/W 2 14' \ �' B6 L02 B6 L20 B9 L03 O B10 L14 Q R/W I O r'° B13 L02 \\ LL \\ / I I B10 L22R/W cc �, S. GrR/ d For O Z 0- \ w \ B6 L01 B9 L10 ea R/w /- I pC w \" w I B9 L14 B9 L13 B9 L12 \ +rCD 3 -_ I CA �y w vv B6 L21 B9 L02 69 Li 1 v O B10 L13 �� I /W- _ q� �� B10 L15 B10 L21 c Q a B10 L23 J y B10 L18 B10 L26 pC 0 0 0 \\ \\ B9 L01 R/W 610 L29 o w - - I I I I PARCEL c > I � B13 L03 � � � \\ R/W R/W R/W � - - �- - - I R� W Timberwood Or I I I I I_- - - S1223131620 _ o R/W R/W `r NDURANCE HOLDINGS LLC � a B10 L20 B10 L24 B10 L28 B10 L30 ^ I � oZS � i `tio R/ \ \ R/W /W B10 L16 , _ S1223234100 �i B13 L04 PARCEL \\ - - I = E � Q \ B10 L12 - - - - - - o y+ O O p WALKER DUANE L Q / i � Cc 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 I B10 L09 I B10 L10 I \ I I I � •� O B10 L01 B10 L02 \' I I I I B10 L11 I � Z I \ I I I I I I I Q •- z o B10 L17 B10 L19 B10 L25 I y O B10 L27 I+ E� MIN LU 22 23- - _ - O y � cn 2i / 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. 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. PH: 208.939.4041 E L14 159.58' S56°31'59"E C12 316.45, 200.00, 90,39,20" N83°12'27"W 284.46' Project Overview 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT �Eo C13 389.27' 300.00' 74,20,421, N00142126"W 362.53, AT THE TIME OF RESUBDIVISION. C14 140.75' 150.00' 53,45,48" S09°35'01"W 135.64, 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.