The URL can be used to link to this page

PZ - Pre-Plat S I Vicinity Map: N •�-- T H E - o '_' WE I � LAN D i "' IC I � LL W. McMILLAN RD Li � ®� GROUP M ®®® fnTflyl fTTT \ ' 8'W I - I SS SS SS �� ^ I _ EXISTING 8"SEWER STUB O°I (BY OTHERS)` EXISTING 8"WATER STUB - (BY OTHERS) I PROJECT SITE r EXISTING 8"SEWER STUB I EXISTING 8"WATER STUB 1 S (BY OTHERS) (BY OTHERS) Chukar Ridge Subdivision I 33' I I C, o CENTER EAST SO432141900 j� I FUTURE GRAVITY IRRIGATION DELIVERY DITCH 1/16TH e \ W (BY OTHERS) I EAST QUARTER CORNER f 33' - TBM1 GIRR aR GIRR GI R GIRR GIRR GIRR RR 1 CD RR I OF SECTION32 lw I I I� I Q _ _ S89°19'38"E 1323.00' IRR W I _ _ _ CP&F#2016-120634 m 110'- " 40' " 50' 50' 50' 50' 50' 50' 50' " 52' " 50' 50' 38' ca "s0'" 259' - 99, 30' z 61 L1 Q u�i o� 63 L1 Block 20 " " " I" � � 5,507-SF " I B2 L1 v 3 4,594-SF ' $2�1" o B2 L2 0 62 L3 o B2 L4 0 62 LS o B2 L6 c B2 L7 o B2 L8 0 " 0 62 L10 B2 L11 TBM 2 110'- o o I "o 0 0 3aaz- I I W. USTICK RD ��JJ 3,914-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF Q F 100'- w o B1 L2 0 " " 1B2 L9 Z y v� B3 L2 M w " w LL5,492-SF o �0_S 33' 5,000-SF � p M 20' 50' 50, 50' 50' S0' 50, 50' 52' 50' 50' 8' ti� 47' m al w _ W W I U1111L 1Y �J 110'- N o B1 L3 �o -Street H S89'19'39"E 573.86' ^ B3 L3 v 5,487-SF z �' 4j / 5,378 S� o f1Tr1FR ��" v -124' 110'- 20' 50' 50' 50' 50' 50' 50' 50' Af 16Bl L4 0' 39 " " I I - Legend: Property Owner: co 5,481-SF - _ --- - \ I PROPERTY BOUNDARY ACCLIMA INC. es- yj 0 63 L11 c B3 L10 o B3 L9 b B3 L8 0 63 L7 o B3 L6 B3 L5 \ " " 00- -110'- Z 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF TBl L5 \ C/0 SCOTT ANDERSON o '� 5,476-SF �� 3�' �V A "�� PARCEL LINE 1763 W MARCON LANE L � "' MERIDIAN, ID 83646 M B3 k12 50' 50' 50' 50' Block 3 0 50' 43' 7' -109'- 4T 7,82$-SF ADJACENT PROPERTY LINE 15" w48 \ ��P I Developer: c CENTERLINE �Io B1L6 0 50' \ 3� " " �ss " \ " I I KINE, LLC 5,471SF I w - -- - - - - - - o B3 L13 o B3 L14 o B3 L15 o B3 L16 o B3 L17 o B3 L18 o B3 L19 c 63 L20 g3 L22� " " " " W" w EASEMENT 250 NW FRANKLIN AVE, SUITE 401 10 9'- Fl- W`I 5,000-SFo 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,534-SF rn B3 L21 " " " " " " \" " " C/)" I BEND, OR 97703 B1 L7 w I 4,883-SF I 4,986-SF " " Q o N �' 20' �50'� �� " " " " \". " " \" W w "�' w = I SS SAN EXISTING SEWER LINE W/MANHOLE CONTACT: LARRY KINE 5,494-SF TTT F7T 7FTT 50' So' so' So' So' So' 2' 21'-1VVV27, " \" I 6096 W Becky Dr PH: 541.617.1999 -110' 3 16' R0486000210 W EXISTING WATER LINE Bi L8 S89°19'39"E 371.79' _Street F W I I w GIRR IRR 6,555-SF �s� M S81"93gE 135.93' �y5 " " \" " " \ w Planner Engineer, Landscape Architect: GIRR EXISTING GRAVITY IRRIGATION LINE g p �� THE LAND GROUP, INC. 42'� 46' 50' 50' 50' 3T _131' SS SAN PROPOSED SEWER LINE W/MANHOLE EXISTING GRAVITY IRRIGATION _147' �25 60 -6 ' \ (PLANNER) " \ " CONTACT: KRISTEN MCNEILL PLANNER O FUTURE GRAVITY IRRIGATION WASTE DITCH °C "\ a CONTACT: JIM GUTE, PE ENGINEER B3 L30 -' B3 L29 -' B3 L28 -' B3 L27 -' (BY OTHERS,SHOWN FOR INFORMATION ONLY) I w W PROPOSED WATER LINE (ENGINEER) �� " o g g o o B3Lzs - 63L25 , � � �\ I CONTACT: MATTHEW T. ADAMS PLA (LANDSCAPE ARCHITECT) 5,000-SF T 5,000-SF 7 5,000-SF T 5,000-SF T 5,011-SF 5,385-SF o B1 Ly I B3L24\� l " " " W "\ I I PROPOSED FIRE HYDRANT CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) s,s37-SF o B3L23 I GIRR I I PROPOSED GRAVITY IRRIGATION DRAIN EAGLE,462 E. SD 83616HORE R., SUITE 100 - 33,162-sF GIRR EA E, ID 50' 50 50' 50' 25' 23' 2' 47� 4,848-SF "I 39.4041 V LDS SEMINARY LOTOwyhee High School Block 3 " " " " 65' I PIRR PROPOSED PRESSURE IRRIGATION LINE SO432437900 � N� � � � � � � � � PROPOSED CURB Project Summary: 218' N 33' �O�Wg7 I I w PROJECT LOCATION: LOCATED IN THE NORTHEAST QUARTER OF SECTION 32 TOWNSHIP 4 _217' I NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO F IRR Notes: 50' 50' 50' 43' 7' 16' 48 50 RFq�,�M� 65' NT EXISTING ZONING: RUT ADA COUNTY a7 F / I 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION ( ) CA B3 L31 B3 L32 -' B3 L33 B3 L34 -' B3 L35 �" " " " PROPOSED ZONING: R-8, L-0, M-E r o o B3L37 " I 31-3805(1)(b) CONCERNING IRRIGATION USE. ALL LOTS WILL BE PROVIDED PRESSURE 0 5,000-SF 5,000-SF 5,000-SF 5,002-SF -SF o B3 L36 - 14,900-SF 4,773-SF ^ w w w I IRRIGATION VIA THE EXISTING SYSTEM OPERATED BY THE HOME OWNERS R-8,ZONE AREA ± 23.7 ACCa m B1 6- 81 L ASSOCIATION AND SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. 38,246-SF 5 63- 4� 46� 50' 50' 3T 13' 8' 42, " " " B$L4 B5L1 I M W Becky Dr L 0,ZONE AREA ± 1.8 AC 2 - z " " T 2. EASEMENTS M-E,ZONE AREA ± 5.8 AC 343,292-sF I PROJECT AREA _ 31.2 AC S89°19'39"E 227.03' 2f'7,38t-SF I + " - Street E-�__ " " I 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, 13620, 08 " " " w " DRAINAGE AND IRRIGATION EASEMENT OF THE TEN (10) FEET CONTIGUOUS TO " OPEN SPACE TO INCLUDE ITO RIGHT-OF-WAY ± 7.9 AC PLAYGROUND AREA ITD RIGHT-OF-WAY I AND PARALLEL WITH ROAD RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT " a' 46' so' 50' 37' _14'!1g " " " I .a PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR MCDERMOTT RIGHT-OF-WAY ± 0.9 AC F F �49 age " TOTAL ACRES ± 40.0 AC 217� e I ACCESS TO EACH INDIVIDUAL LOT. ■1 .. - " B3L44 63L43 B3L42 -' B3L41 112.2. A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION IRR " " " " " " " " " " " " " " " " " " " " " � � o g g o o 63Lao I SINGLE-FAMILY LOTS (R-8) 93 " " " " " TS,000-sFT s,000-sFT 5,000-SF 5,71a-SF o 0 LU EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALLcc w L4 I o I w RESIDENTIAL GROSS DENSITY 3.0 (RESIDENTIAL LOTS/PROJECT AREA)pj y pj 5,000-SF- � INTERIOR REAR YARD LOT LINES. 8- B3 Las l- B3 s o I z 2.3. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND PRESSURE I 5,562-SF M I COMMERCIAL LOTS (L-0) 2- 1.6 AC (1.6/40.0=4.0%) ■ " " " N a 50' 50'1 L 50'1 L 2s' 23' �1 4,882-SF IRRIGATION EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES Block 3 50' I COMMERCIAL LOTS (M E) 1 5.8 AC (5.8/40.0=14.5/0) 70 " " ss " OF THE SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. IY r " r o� 36,475-sF z I COMMON LOTS (INCL. OPEN SPACE) 13-8.0 AC (8/40.0=20%) w 2.4. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. RIGHT-OF-WAY LOTS 3- 13.5 AC (13.5/40.0=33.8%) cc o B3 L46 B3 L47 B3 L48 63 L49 I TOTAL LOTS 112 B3 L50 I 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING CC °COMMUNITY POOL° o 0 0 � � � i � 5,000-SF 5,000-SF 5,000-SF 4,986-SF �' 5,640-SF B3 L51 " " " CD pp 5,152-SF I I REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. OPEN SPACE 25.6% (OPEN SPACE/PROJECT AREA) M M B3 L52 " " " " 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF 146'- 4s' 50, 50' 50' 55' 5' �I s,oaz-sF I I L,, FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN z `� B1 L13 52' THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. ' Lo I 6395 W Becky Dr ESTABLISHED FLOOD HAZARD AREA. a 6,751-SF S89°19'39"E 388.54' " M - - Street C M - 90\ " " " " i R0486000450 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC M WATER SERVICE FROM THE CITY OF MERIDIAN. Benchmarks: NAVD '88 Datum I � -116' � � � � � � � I I I w Revisions 1 B1 L14 .� 12' 50' 50' 50' 50' 50' 50' 50' 26'_2g Q 5,534 SF F " " " " " BS L2 I nn ) 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY 1 TBM 1: ELEVATION = 2525.66' 255,351-SF I T SEWER SERVICE BY THE CITY OF MERIDIAN. N: 720592.692 1. o B4 LS o B4 L7 o B4 L6 o B4 L5 o B4 L4 o B4 L3 c B4 L2 o B4 Li y I E:2432849.350 o 0 0 0 = I r 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH o B1 L15 o a +� 5,000-SF 5,000-SF 5,000-SF -SF -SF 5,000-SF 5,000-SF 4,958-SF 5,475-SF z = BaL9 B4 Li " W W " C�/ � PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE - I = 2) TBM 2: ELEVATION - 2530.58' 50' 50' 50' 50' 50' �50'� �50'� �50'� 5,780 33 I I co Bi09�6 33' Block 4 47� N Cn HOMEOWNER'S ASSOCIATION. E:2433513 85 20'EMERGENCY ACCESS LANE 5,470-SF " W W W N w w W I I 8. ALL INTERNAL STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA ar COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ACCORDANCE WITH - 109 " " o B4 L10 o B4 L11 o B4 L12 o B4 L13 o B4 L14 o B4 L15 o B4 Lib o 64 L17 w I THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO o 0 0 0 0 0 0 0 �'� " �' w / " 5,000-SF 5,o00-SF 5,000-SF 5,o0o-SF " " w STANDARDS FOR PUBLIC WORKS CONSTRUCTION. CURVE TABLE / �, 5,000-SF 5,000-SF 5,000-SF 5,000-SF - - " ��" " " 9. THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNED 1 y"\ � � I I � 13' so' So' So' So' So' so', 50' So' is' �� o � I CURVE N0. RADIUS LENGTH DELTA CHORD BEARING CHORD LENGTH IRR I AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 9.1. LOTS 10, 17, 25, AND 26, BLOCK 1 C1 43.50' 63.18' 83113'22" N49103139.94"E 57.77' Street B- S89°19'39"E 468.54' �„ I w " ros - - - 9.2. LOTS 1, 9, AND 12, BLOCK 2 C2 43.50' 68.33' 90°00'00" S44019'39.17"E 61.52' 9.3. LOTS 4, 12,AND 45, BLOCK 3 o C3 44.02' 68.11' 88'39'18" N45°40'20.95"E 61.52' 57' 65' 50' 50' 50' 50' 50' 50' z 9.4. LOTS 9 AND 18, BLOCK 4 - E F F �� +� C4 80.00' 125.66' 90°00'00" S44°19'39.05"E 113.14' 30'EMERGENCY ACCESS EASEMENT'S CL Zoning Requirements: C5 43.50' 68.33' 90,00,00" S44°19'39.05"E 61.52' B1 L17 "" ' " "" " "�. B1 L18 B1 L19 -' B1 L20 -' B1 L21 -' B1 L22 -' B1 L23 -' B1 L24 -' B1 L w �5�014AL �,1V " " I PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 w " " �" 5,722-SF 5,072-SF 7 5,072-SF o 5,071-SF� 5,071-SF 5,070-SF� 5,070-SF ,239 y " " "SOUTH EAST " "36,903-Sf " " " " " " aI �1/16TH " " " " " " " ��" " " " " " " w Block 1 � 2s3� " " " " s " " DIMENSIONAL STANDARDS: R-8 ZONING L-O ZONING M-E ZONING -w - _ _ " " " " s' So' So' So' so' 50' 50' "23' 47 _ " " 298' 284' _ o' MINIMUM PROPERTY SIZE/ 4,000 SF N/A N/A 09/03/62 01 -.�.� " " N I \\ \\ N89°20114"W 1324.23' - - - - - - - M SS I SS S ��g`` \\\ \\\ OHP DWELLING UNIT(IN SQUARE FEET) pF of\oP�o \\ Unplatted SOUTH 1/16THESW.G SO432429350 I IRR COMMONTO MINIMUM STREET FRONTAGE 40-FT N/A N/A \\ \ T I SECTIONS 32&33 \\ I STREET SETBACK TO GARAGE 20-FT(LOCAL) 0-FT 0-FT Project No.: 120194 a \ \\ \\ I I STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 0-FT 0-FT Date of Issuance: 09.03.2021 E \\ \\ I Project Milestone: Preliminary Plat \\ \\ I INTERIOR SIDE SETBACK 5-FT 10-FT 0-FT a Preliminary Plat REAR SETBACK 12 FT 0-FT 0-FT Overview g a Preliminar Plat - Overview 0 80, 160' STREET LANDSCAPE BUFFER 20 FT(COLLECTOR) 10 FT(LOCAL); 20-FT(COLLECTOR) q= MAXIMUM BUILDING HEIGHT 35-FT 35-FT 65-FT Horizontal Scale: 1" = 80' PP=01 Vo _ N SS Sheet Notes: THE 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF j 1'�' o LAN D PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED I I I I I I DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. . i N I I CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. I � GROUP IN I I I I I I I i v I coo I I L J cn = SS SS SS SS o � 00I ----------------------- I I � I � I I I EXISTING 8"SEWER STUB EXISTING 8"WATER STUB EXISTING 8"SEWER STUB I EXISTING 8"WATER STUB S (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) 1 f _�~ ) I IIIII , L / ��J�6 CONNECT TO EXISTING �& I CONNECT TO EXISTING (SHOWN FOR INFO FUTURE GRAVITY IRMIATION ONLY)GATION VERY DITCH \ I 47'R.0 W. CONNECT TO EXISTING CONNECT TO EXISTING \ SEWER STUB Q I WATER STUB 23.5' 23.5 _ /l / I W U I� - - - -�� 16.5' 16.5' T 1 5' J IIII SEWER STUB' WATER STUB u,�„ _ _ - - _ IF _ lR - --- CL - - - - IRR G1 B1 a Block 2_ 2524 R a y w - - - - MB 7 SF w w F 7 F- � F 7 F � I W B3 L1 w w 1.�5%-0.25% 2% 2% �5%-ate% ✓, �� 2�1 B2 L2 B2 L3 62 L4 B2 L5 B2 L6 � � � � V � �L1 P �Q � �4,594-6F� w �� J� _ 02 L7 B2 LS t1C B2 L10 �2 Li 1 Q� 5"THICK CONCRETE I I I , I I I�l I 5"THICK CONCRETE 914 SF 5,000-SF 5,000-SF 5,000-SF 5, 00-SF 5,000-SF 5,000-SF 5,000-5� 3 142- Z 5,0 0-SF 5 W W y \ Bi L2 w \ w 47, B3 LP �M I 1 w SIDEWALK „ I i "I i I _wil I SIDEWALK GUTTER _ WYW5,492-SF 2525- 33' �� 5*000 SF v I I ISTANDARD 3"ROLL CURB AND y C 2.5-IN ASPHALT C NCRETE m I I STANDARD 3"ROLL CURB AND \ W GUTTER AG OF AT MINUS CRUSHED B1 L3 _ I I AGGREGATE BASE,TYPE 1 J a B3 L3"' l 12-IN OF 6"MINUS UNCRUSHED 5�.�-� � �, S - I AGGREGATE BASE 5,487-SF Street H S 5,378-9F w _ _ (� I I I COMPACTED SUBGRADE III I 1 31 L4 W W W P F � ' W _ - - W _ W W�\ W W W ` W W W w W W I Local Road Typical Section VA I I 1 Scale: NTS \ Lm- 5,481-SF y IRRIGATION WASTE DITCH 13 L11 13 L10 13 L9 63 L8 B3 L7 B3 L6 B3 L5 �� I I Bi LS 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF w �\ (CONTINUATION OF ITO WORK) �� -5 76 BC BC L L -1 I w IV -JJ = W \ _ � � 7- -s Block -==� sw � � � � w � A� � �Q�� \ �1 III I I B1 LB 4T W W 5,471-SF B3L13 B3 L14 IB3 L15 B3 L16 B3 L17 B3 L18 B3 L19 B3 L20 w B3 L21 B3 B1 L7 w 5,00 \000-� 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,534-SF I 14,883-SF I I 4�SFIL W W IIII �✓� � � � � � � � � � � � �y y� y Ili III 5,494-SF � CIL ACHD SIDEWALK EASEMENT 30' �1 L8 _ -W W W I I� I I WIDTH VARIES y- w R ,56 55-SF --S'�-M-�� `' W W�'� y y II GIRR I / \� S S� Street F W \\W W W� �W \\ \ \ I II I I VARIES 21.69'MIN TO 8.46 MAX EXISTING GRAVITY IRRIGATION I �- I / '\ -� \ \ �W \ \ I li 2 5 SEE PLANS 23 Z (BY OTHERS) II / W W ` -�� y y y y w w\ \ \\FUTURE GRAVITY IRRIGATION WASTE DITCH \ III I 2 11 2, O �Y \ B3 L3� �88�29 63 L28 ,B3�27 B3 L26 B3 L2� W W W W\ W y W \ (BY OTHERS,SHOWN FOR INFORMATION ONLY) Ir III w 1'FLAT, 1'FLAT 3,� - EXISTING 12_ 5,0 5,000-SF 5,000-SF W\ w EXISTING PAVEMENT SHOULDER \ B1 L9 v / -SF 5,385-SF I I B3 L24 �W w \ \W W W y� w \ G \\ \ t l 1 I I 75%-o.2e% BIO PER ACHD MP 30 2' SAWCUT LINE u I 5,637-SF B3 L23 w W W \ lRR \ I I I VARIES o - - - - - - - - - - - 33,162-SF \ J W W W W _ _ _ _ _ _ __ _ _ _ _ _ w w 4,848-SF I \ w \ \ I s: 3:1 I � 5"THICK CONCRETE SIDEWALK PER - - w w w w \ \ GIRR w ACHD - - - - - - - - - - - � - � �5�� I I COMPACTED SUBGRADE SIDEWALK ELEVATION SHALL MATCH 5-IN ASPHALT,SP-3,0.50-IN(1/2")MIX,PG 64-28 THE ROADWAY CENTERLINE OR BE .0.5-FT FROM CENTERLINE ELEVATION. 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1 Block 3' EXISTING GRAVITY SHALLOW INLET PER ACHD 26-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE 201 . . I IRRIGATION PIPE TO REMAIN SUP SD-715 INCLUDING _ PI 33' - w w w w �w w W,�Q�� w w I I 1 w CONCRETE APRON AND STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 \ RAC I RIPRAP,WHERE OCCURS. CONSTRUCT FULL DEPTH ROADWAY BASE SECTION. V� / �SFMF I E� I �� EXTEND 6-IN MIN.BEYOND TOP BACK OF CURB r w y w w w \NT \ \ I/ N McDermott Rd Typical Section 4-IN OF3/4"MINUS CRUSHED AGGREGATE BASETYPEI ®IV '� �� 1 Yp� rIr � �\ 4 63 L31 B3 L32 63 L33 / Scale: NTS CIDpp B3 L34 B3 L35 B3 L37 \ \ 5,000-SF 5,000-SF 5,000-SF 5,002�SF 5,683-SF B3 L36 w w 61 L � - � � 4,900-SF � 4,773-SF � B1 L11 Ca � w w w \ 38,246-SF 03- *• B�L4 v 85 a �I II 1 W Becky Dr CZ �! A ' 217,38f=SF �343,292-SF C.D � StreetE �_� w ��o JI ��w \ V r II I II � ■, ® W W y W y w y w W w \ W w y w w B3 L44 63 L43 13 L42 B3 L41 W W w w w w w w w w w B3 L40 w w w w w III I 1 5,000-SF 5,000-SF 5,000-SF 5,714-SF � � � y y � y y � � I 5,000 SF B3 L39 B3 3L e V J I I ■ - 70 J. w w w w 5,562-SF w w w w w w B1>i� �� Block 3 �,882 sF "36,475-SF" w w II CO cc C.0 CO CJ B3 L46 B3 L48 B3 L49 B3 L50 B3 L51 CD CO w �0-SF 5,000-SF 5,000-SF 4,986-SF 5,640-SF 1 z _� w w B3 L52 w w Ln R P 6,042 SF w ,B+-03 W / I� I I I N CD 6,751-SF S - Street C -" � . _ 1 F B1 L14 y y - - _ _ I I I� I� Revisions P = � F P � P \ ,31 III I 1W 1. w w w 5,534-SF 255,351-SFLU B4 L8 B4 L7 B4 L B4 L5 B4 L4 B4 L3 B4� B4 L1 III I� B1 L15 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF �066SF 5,000-SF 4,958-SF III I� 5,475 SF LU B4 L1 w w w W I z a 328-SF 5,�80- 1 _ -Block 4 4r 11 I 20, EMERGENCY ACCESS LANE B1 Lib 47' 1 _- B4�10 B4 L11 B4 L12 B4 L13 B4 L14 B4 L15 B4 L16 B4 L17 ., I a / 1`0r� 5,000-bf 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 03 -530- / I w l yJEP Y59 I 2532 - w "' Street B_ �� I I ��I �4 �ZS33CD w w / sy a 5N0PIAL E1V �� y 5 G M BIB \ �\��•�� \ R� 61 L18 B1 L19 61 L20 B1 L21 B1 L22 B1 L23 B1 L24 W L W W \ I I w \ST 5,7 5,072-SF 5,072-SF 5,071-SF 5,071-SF 5,070-SF 5,070-SF , 39 68 �8 R _ _ _ _ _ _ _ - I a s09/03/20210 2533�\� \�\�� I OHP �gpEof\opt -SS SS s�'r I_ 5� �� ESW.G c � ' i I s �� - _ ` i � I I Project No.: 120194 �� - - - Date of Issuance: 09.03.2021 \ I I I Project Milestone: Preliminary Plat II Preliminary Plat Concept Improvements PreliminaryPlat - Concept Improvements Overviewo 80' 160' Overview Horizontal Scale: 1" = 80' PP=02 ��o _ Sheet Notes: `\ ��_1W; PP-04 i PP-04 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF � �� T H E *MM � � N PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED � � LAND STA: 3+93.50 (STREET C) DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. B4 L16 64 L2 STA: 5+73.83 (STREET D) CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. . I 5,000-SF 5,000-SF 61 L23 ICn 100, 100' / GROUP 5,070-SF I o � /2, + v� II d M � ,� �N I N dUISS SS o B4 L7 o B4 L11 0 y I "� � SSMH-15 s,oao-sF s,000-sF I Cn I B4 L17 B4 Li SSM N C I 5,000-SF 4,958-SF cc 100, 4 Cn 5 o7o�sF Cl) SSMH-22 C 100, a / I STA:4+22.39, 2.64,L, STREET A = �- - % SD--N� STA: 10+62.56, 2.50'R, STREET B SSMH-13— � �/� I _ B4 L8 ¢4 L10 I 5,000-SF 5,000-SF o 7 cc cn - B4 L18 a B1 L25 I 5,7807SF 2,239-SF I U) 100, 100, CIE HUI H I Hld HHId HHId ddld HHId HHI H I HHId�� Cn I - "' o o -> -> + p O + B4 L9 U) > SS SS $$ $� Street A d M 6,328-SF SSMH-20 _ _ _Cn Cn ~ w I N00°40'21"E 291.89' r � � - ' SSMH-23J x M 160 ' i W W W W W x1x—W W W W W W M M �M M M M M M +00 pp p pp 5+00 Ss Ss pp JJ JJ JJ J F SSMH-16 N KEKLIK AVE SSMH-19 � ' STA:4+24.94 STREET A - - F F 28 22' So 50' 381 SSMH-17 STA: 10+65.20 (STREET B) LU� B1L13 Q� A/ - 6,751-SF W ,U1;1 _ B1 L14 Concept Improvements Street A 30' 60' — 0Concept Improvements N Keklik Ave 30' 60' CA Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30' C2 2541 STREET A: Sta. 2+70 - 4+80 2541 2541 2541 STREET B: Sta. 2+70 - 6+60 HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' y VERTICAL SCALE: 1" - 3' VERTICAL SCALE: 1" = 3' 2538 2538 2538 N 2538 y + � � Lf7 O N M � CJ (j N C - Cn Ln CD W Cn N 2535 CD 2535 2535 2535 N + N rn PROPOSED GRADE AT CENTERLINE CA w fJ N EXISTING GROUND AT CENTERLINE on J -0.41% _ C-0 W 2532 0.56% — -0.62%_ 2532 ——— 2532 0.51% ______—— 2532 Cc C-0 0 1- -1.63% - CO a= coo EXISTING GROUND AT CENTERLINE 0 p 2529 2529 Q:01 - 2529 PROPOSED GRADE AT CENTERLINE 2529 C z m Lo aa N cy) � 2526 2526 2526 2526 Revisions 1� 1. 2523 2523 2523 2523 2520 122-LF OF 8-IN PVC AT 0.45% I 2520 2520 36-LF OF 8-IN PVC AT 0.45% 2520 SSMH-23 26-LF OF 8-IN PVC AT 0.45% 48-IN MH PER ISPWC SD-501 SSMH-22 STA: 3+00, 2.621L 48-IN MH PER ISPWC SD-501 2517 RIM: 2531.51± STA:4+22.39, 2.641L 2517 2517 2517 DEPTH: 11.70' RIM: 2529.47± 201-LF OF 8-IN PVC AT 0.45°° IE OUT: 2519.81, 8-IN PVC (N) DEPTH: 10.32' SSMH-20 IE IN: 2519.26, 8-IN PVC (S) SSMH 19 48-IN MH PER ISPWC SD-501 �SNpNAL STA: 5+78.43, 6.86'R �G�S ENG ��v r IE OUT: 2519.16, 8-IN PVC (W) SSMH-17 48-IN MH PER ISPWC SD-501 RIM: 2532.14± 2514 2514 2514 SSMH-16 48-IN MH PER ISPWC SD-501 STA: 5+46.55, 6.861R 2514 48-IN MH PER ISPWC SD-501 STA: 3+50.10, 6.861R RIM: 2532.30± 1 DEPTH: 15.37' 68 STA:3+27.07, 6.96'R RIM: 2531.44± DEPTH: 15.80 IE IN: 2516.87, 8-IN PVC (E) 09/03/2021 RIM: 2531.31± I DEPTH: 15.93' IE IN: 2516.61, 8-IN PVC (SE) IE OUT: 2516.77, 8-IN PVC (NW) sTgTF OF DEPTH: 16.03 IE IN: 2515.60, 8-IN PVC (S) IE OUT: 2516.51, 8-IN PVC (N) �� sW.G � 2511 IE IN: 2515.38, 8-IN PVC (SW) IE OUT: 2515.50, 8-IN PVC (NE) 2511 2511 2511 IE OUT: 2515.28, 8-IN PVC (E) a Project No.: 120194 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 09.03.2021 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE E AT CENTERLINE AT CENTERLINE Project Milestone: Preliminary Plat 2508 2508 2508 2508 Preliminary Plat r � � � Cfl M � �_ �- r` � �_ � � �- N � o � ti � StreetA LC) co OD 0) O M O I� Cn N M N O Oo E - CO LI? O co N O O O f` O O O O O T N N N N N N N N N N O O co M M co coco M M M M cocoM M s O O C)� C)� M co M M M M co M co co co co co M M co M co co co M N M N co co LC) Lf7 Ln LC) LC) Lf") Lf") LC) Lf') Lf") LC) Lf") LC) LC) Ln LC) Ln LC) 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 �9a 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 PP=03 _ Sheet Notes: `\ ��_,,, PP-03 PP-03 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF �� THE 0 f- PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED LAND B1 L16 � � �. DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. 5,470-SF � \J, CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. �� GROUP Z � N o � CD CD CD � � 1 pr C/) CD te9, A/ N.." B4 L'FD B4 L11 B4 L12 B4 L13 B4 L14 B4 L15 B4 L16 B4 L17 V EP EP EP 5,000-SF' 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF CD v EP �P EPA SDCR J CR q/ N - SSMH-19- - vvv�vvv \ o STA:4+24.94 (STREET A) X STA: 10+65.20 STREET B v vvyvvv ss x W W W W w W W W W W W W W W W W W W W W W X1 ( ) \ \\\\�� o - - _ --- -- - S89 19 39 E 468.54 �_M- � _ _ - \ SS SS SS SS SS SS- SS �+SS SS - SS- SS- SS- SS- SS- SS- SS �S SS - \\ SSMH-20 Street B SSMH-21 \ \ \ \ \ I \ \ \ \ \\ \ SSMH-22 STA:4+22.39, 2.64, L, STREET A = STA: 10+62.56, 2.50'R, STREET B \ VA \ VA\\ \ \ \ V A A A\ I B1 L18 B1 L19 B1 L20 61 L21 B1 L22 B1 L23 61 L24 61 L25 �I= B1 L17 \ \ \ \\\ \ j \ \ %\\ \ \\\ \\ I 5,722-SF 5,072-SF 5,072-SF 5,071-SF 5,071-SF 5,070-SF 5,070-SF 2,239-SF 36,903-SF yyy�y`v � � \ 33' 47 i _4�x � SSMH-23 Concept Improvements = Street B 30' 60' y Horizontal Scale: 1" = 30' C2 In 2541 STREET B: Sta. 4+80 - 11 +40 2541 HORIZONTAL SCALE: 1" = 30' y VERTICAL SCALE: 1" = 3'co y 2538 N 2538 + C Z � � CJ Cn N on CD W CD 2535 0 2535 occ co oN � PROPOSED GRADE AT CENTERLINE N LO M J Cn N ■� CD LU 2532 — —— __ 2532 T `� ------- ----------0.62% - --------- ---- ---- ------- ------- -- O cc o 1- c0 CJ a CO D 000 U � 2529 EXISTING GROUND AT CENTERLINE 2529 CZ � z L aco a co 2526 2526 Revisions 1. 2523 2523 2520 0 2520 36-LF OF 8-IN PVC AT 0.45% 243-LF OF 8-IN PVC AT 0.45% =====: 243-LF OF 8-IN PVC AT 0.45% SSMH-22 48-IN MH PER ISPWC SD-501 2517 SSMH-21 STA:4+22.39, 2.641 2517 =====4 i-- 48-IN MH PER ISPWC SD-501 RIM: 2529.47± SSMH-20 STA: 8+19.43, 2.501R DEPTH: 10.32' SSMH-19 48-IN MH PER ISPWC SD-501 RIM: 2530.82± IE IN: 2519.26, 8-IN PVC (S) SNo SAL DEPTH: 12.85' IE OUT: 2519.16, 8-IN PVC (W) ENGf �� 48-IN MH PER ISPWC SD-501 STA: 5+78.43, 6.86'R 2514 STA: 5+46.55, 6.86'R RIM: 2532.14± 2514 IE IN: 2518.06, 8-IN PVC (E) ' 68 RIM: 2532.30± DEPTH: 15.37' IE OUT: 2517.96, 8-IN PVC (W) 09/03/2021 DEPTH: 15.80 IE IN: 2516.87, 8-IN PVC (E) JT OF 0 � IE IN: 2516.61, 8-IN PVC (SE) IE OUT: 2516.77, 8-IN PVC (NW) IE OUT: 2516.51, 8-IN PVC (N) 2511 2511 a Project No.: 120194 E Date of Issuance: 09.03.2021 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat E AT CENTERLINE AT CENTERLINE Preliminary Plat 2508 2508 Street B E � M � N CDCD I- O M CDO a-) O r O) � O O) O) M O) O O) O M CD CDO CD CD CD 3 N N V V co N CD I— T CO Lf') M O) ti L1') M N O OO CO V - N N N N O CD O O O O O O N N N N N O O O O O O M M M co co M co M co co co co co co co co M M M M M CO M co co M co co co co co co co co co CO M M N co N M N co co co LO l.('� U') l.('� U') L!') U') L!') Lf) l.(') Lf) l.('� l.('� U') l.('� l.('� U') l.(') U') l.(') U') lf7 U') lf7 Lf) lf7 Lf) lf7 lf7 Lf) lf7 Lf) lf7 Lf) 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 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 PP=04 Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF I,, W1�� T H E PP-06 PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED S . DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. LAN D 131 L12 \ / I CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. 36,475-SF \\ / / GROUP / \J/ / B3 L46 / 133 L47 133 L48 B3 L49 133 L50 � � \ 5,000-SF / / 5,000-SF 5,000-SF 4,986-SF 5,640-SF 133 L51 _ 5,152-SF 0 / / STA: 3+93.50 (STREET C) �s D B3 L52 STA: 5+73.83 (STREET D) 6,042-SF J, \ N J SSMH-16 W W W W W W W W W W W W W W W W 3+00 4+00 5+00 6+00 7+00 SS SS SS SS SS SS SS SS SS SS SS SS S CIO SSMH-17 � � SSMH-1 5 Street C Ss 4� lk\ \ ��441 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IT-FFT-11 I I I IT-FT7TTT-F- \J/ � \ SSMH-14 / C� C/, � SSMH-13 47 �� J II 33' \ / / J, o� o CIO � 64 L8 B4 L7 B4 L6 \ 64 L5 64 L4 64 L3 B4 L2 B4 L1 + +n 5,000-SF 5,000-SF 5,000-SF \ 5,000-SF 5,000-SF 5,000-SF 5,000-SF 4,958-SFcli J � S CD Cn C 34 L9 64 Li 8 � V CD 6,328-SF 5,780-SF PP-03 PP-03 C4 Concept Improvements = Street C - 3- Horizontal Scale: 1" = 30' y y 2538 STREET C: ta. 3+00 - 8+40 2538 CZ HORIZONTA SCALE: 1" 30' Q mmjco VERTICAL GALE: 1' _ CD J 2535 N N � 2535 CD W 000 GB STA:3+00 co � T Ca cc EL: 2531.30 < LO 00 O°, (/) N C\ Q N CD 2532 PROPOSED GRADE AT CENTERLINE w Cn w 2532 �� 70 Cc =Occ -0.54% -0.50% o "- -0.50° IIIIIIIIIIIIIIM ————— ———— —_0.57% _ ---- ---- ----- ---- ---- --- — CJ a� 0�0 Cn 2529 -o.4s% 0.50% 2529 C.:, EXISTING GROUND AT CENTERLINE a CC a _ M � 2526 2526 Revisions Q 1. 2523 2523 2520 2520 2517 2517 60-LF OF 8-IN PVC AT 0.60% 300-LF OF 8 IN PVC AT 0.45% E� 120 LF OF 8-IN PVC AT 0.45% SSMH-13 �5�0PIAL I SSMH-14 48-IN MH PER ISPWC SD-501 �G\ST G' 48-IN MH PER ISPWC SD-501 STA. 7+54.70, 2.83 R 2514 STA:6+91.08, 2.46'R RIM: 2528.81± 2514 x SSMH-15 RIM:2529.11± DEPTH: 12.26' 68 48-IN MH PER ISPWC SD-501 DEPTH: 13.02' s09/03/20210 STA:3+91,2.50'R IE OUT: 2516.55, 8-IN PVC (NW) RIM:2530.77± IE IN:2516.19,8-IN PVC (SE) �� F OF\� DEPTH: 16.13' IE OUT: 2516.09, 8-IN PVC (W) Es W G 2511 2511 IE IN:2514.74,8-IN PVC (W) IE IN:2514.74,8-IN PVC (E) Project No.: 120194 IE OUT: 2514.64, 8-IN PVC (N) Date of Issuance: 09.03.2021 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 9 AT CENTERLINE AT CENTERLINE Project Milestone: Preliminary Plat 2508 2508 Preliminary Plat M CIDN CIOr N LO N 00 O Street C E CD 00 O CIO C. 00 . CD ( . 1-0 ( . Cl) I- ti O c0 O O. O CO � CID O� O� CDC, O N C9 M ti O O T M (M CSC a) a) CSC T CSC CSC CSC CSC CSC CSC T CSC O CZ) C--) C--)g M M C) N O N O N O N O N O N O N O N O N O N O N O N O N O co O co O co O M M co co M M M M M M N N N N N N N N N N LCJ CC LO LO LC) Ln Lf) Ln LC) LCJ Lf) LC° LO Ln Ln Ln LnLn Ln -0 LO Ln LO Ln Lf) -0 Lf) -0 Lf) -0 -0 1-0 -0 -0 -0 -0 _0d E 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 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 PP=05 Sheet Notes: PP-08 PP-07 PP-04 `\ //�•►� / I 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF `j F� ,a►4 T H E N PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED B L29 B3 L32 N B3 L43 \ B3 L47 LAN D v, DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. . /5,000-sF 5,000-SF � 5,000-SF \ 5,000-SF .--r CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. �� GROUP W / v co vco 16 .••� .--" MI CD Cf) � \ \ � \ � 5,000-SF cf) T \ \ M V C ) B3 L30 B3 L31 U) B3 L44 B3 L46 a) 5,000-SF 5,000-SF �� 5,000-SF 5,000-SF 15 STA: 0+00.00 (STREET D) STA: 3+26.83 (STREET D) '-SF STA: 4+90.53 (STREET GF) � � � � � STA: 0+00.00 (STREET E) � Ba L6 cn 5,000-SF 7 A \ \ B STA: 3+93.50 (STREET C) STA: 5+73.83 (STREET D) \ N \ \ x M M M M M� M M M M M M M M "' MGM M M M M M MGM M M 14 \ SF j SS �S SS SS S S$ $S SS —M— SS $S SS SS $S $S SS SS S$ S SS / B4L7 Cr / SSMH-07 Street D SSMH-10 / 5,000-sF / `v' / / / SSMH-15 �/ 61 L2sLes� / / STA: 3+91, 2.50'R, STREET C = 15,633-SF / 13 i /� / STA: 5+76.33, 2.50'R, STREET D w / SF / III/ JII / N 134 L8 SSMH-07 i / 5,000-SF STA: 0+02.50, 2.50,R, STREET D = / STA: 5+88.03, 2.50, R, STREET F / U i / 4 SSMH-06 PP-09 PP-03 O � y Concept Improvements = Street D 30' 60' _ Horizontal Scale: 1" = 30' C2 go 2538 STREET D: Sta. -0+30 - 6+60 2538 HORIZONTAL SCALE: 1" = 30' M y M VERTICALSCALE' 1" _ 3 co "'M _ CA M co W 2535 o � co 2535 M N N N J CZ C7 W m p C.S W mmj + CD CDO� 2532 LO M w 2532 ■� am 0.64% (A cc PROPOSED GRADE AT CENTERLINE — 2529 o.5o°i° _ _ __ ---- ___ 2529 CC CC 0.020o --__ 0 CD—— —————————— ———— o � —————————— —— CD 00 E CO �___ a 2526 2526 EXISTING GROUND AT CENTERLINE z Lo aa M � � M 2523 2523 Revisions 1Q 1. 2520 2520 2517 2517 2514 247-LF OF 8-IN PVC AT 0,45% SSMH-15 2514 327-LF OF 8-IN PVC AT 0.45% 48-IN MH PER ISPWC SD-501 I SSMH-10 STA: 3+91, 2.50'R SZO14AL E 48-IN MH PER ISPWC SD-501 RIM: 2530.77± G\ST �G 2511 STA:3+29.33, 2.50'R DEPTH: 16.13' 2511 SSMH-07 RIM: 2529.29± IE IN: 2514.74, 8-IN PVC (W) 68 48-IN MH PER ISPWC SD-501 DEPTH: 15.86' IE IN: 2514.74, 8-IN PVC (E) s09/03/20210 STA: 5+88.03, 2.501R IE IN:2513.53,8-IN PVC (E) IE OUT: 2514.64, 8 IN PVC (N) �qTF o f\DP' RIM: 2527.89± IE IN:2513.53,8-IN PVC (S) `9rl�syv G DEPTH: 16.03' IE OUT:2513.43,8-IN PVC (N) 2508 IE IN: 2511.96, 8-IN PVC (E) 2508 IE IN: 2511.96, 8-IN PVC (S) Project No.: 120194 IE OUT: 2511.86, 8 IN PVC (W) Date of Issuance: 09.03.2021 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat AT CENTERLINE AT CENTERLINE 2505 2505 Preliminary Plat E O O Street D M O O O M O N O N M I` M O O O M N O ` ti O O N ` `� CO ti CO CO CO CO T CO I� ti ti ti ti ti T ti CO 00 00 00 00 6) M M O I� ti DD O DD O DD O C, d7 O d7 O d7 O O O O O O N � N N N N N N N N N N N N N N N N N N co N N N N N N N N N N N N N N N N M co coM co M �f") Lf'7 C\J Lf) C\J LS") C\J Lf") C\J LS") C\J Lf") C\J LS") C\J Lf'7 C\J LS") C\J Lf") C\J Lf') C\J Lf") � Lf') C\J Lf") C\J Lf') C\J Lf") C\J Lf') � Lf") C\J � C\J Lf") C\J Lf') 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 �Aa -- -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 PP=06 ��o Sheet Notes: P 06 5 �N /�.►�►� 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF �� THE / PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. LAND � .U) A CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. - GROUP 47' / II 33' / � B3 L31 B3 L32 63 L33 B3 L34 B3 L35 � U) co 5,000-SF 5,000-SF 5,000-SF 5,002-SF �' 5,683-SF B3 L37 B3 L36 4,773-SF -- -- -- 4,900-SF / Cl, STA: 3+26.83 (STREET D) 61 L26 W STA: 0+00.00 (STREET E) / 15,633-SF i \\ N / W--�/W W W W W W W W W INcc \ / S89°19'39"E 227.03' \ SST SS SS SS SS SS SS SS SS ° W W a s' � \ \ \ / Ss�M ss - S81°19'39"E w Street E SSMH-11 SS------------ -----136.20, W I \ ss---------------------- STA: 3+80.50 1 SSMH-10 SSMH-12 STA:3+29.33, 2.50,R, STREET D = SD STA: -0+02.50, 2.50,R, STREET E U) B3 L44 B3 L43 B3 L42 B3 L41 5,000-SF 5,000-SF 5,000-SF 5,714-SF B3 L40 5,000-SF \ 3 L45 A \/ 88-SF cn B3 L39 \ 5,562-SF \ / � B3 L38 \ i 4,882-SF \ PP-U6 O 0 30' 60' C4 Concept Improvements Street E Horizontal Scale: 1" = 30, C2 00 2538 STREET E: Sta. -0+60 - 4+80 2538 HORIZONTAL SCALE: 1" = 30' y VERTICAL SCALE: 1" = 3' y 0 2535 a 2535 N CD O I— O ca O M 6j N C! O M � Ln cn N M W + N M N OO J Q N a0 C LU Caw U) 2532 m J M N CD w CD w 2532 PROPOSED GRADE AT CENTERLINE y w -1.01% 0.50% -0.43% 2529 ---- 0.29%_— ------ 2529 --- ----- -:EXISTING ------- ---------- ---- ---- ----- ---- ---- o �CO o GROUND AT CENTERLINE cc C) � 2526 2526 CZ z a LO � a co -� cr) � 2523 2523 Revisions 1. 2520 2520 2517 2517 154-LF OF 8-IN PVC AT 0.60% 2514 I 238-LF OF 8-IN PVC AT 0.45% SSMH-12 48-IN MH PER ISPWC SD-501 2514 SSMH-11 STA:3+90.18, 2.501R 48-IN MH PER ISPWC SD-501 RIM: 2528.20± SSMH-10 STA: 2+36.01, 2.48113 DEPTH: 12.58' �pNAL E 48-IN MH PER ISPWC SD-501 RIM: 2529.10± IE OUT: 2515.63, 8-IN PVC (W) 5s�G\S NGf 49'14. 2511 STA: 3+29.33, 2.501R DEPTH: 2511 � RIM: 2529.29± IE IN: 2514.70, 8-IN PVC (E) 68 DEPTH: 15.86' IE OUT: 2514.60, 8-IN PVC (W) 09/03/22 21 IE IN: 2513.53, 8-IN PVC (E) sTgTF OF 0P�� IE IN: 2513.53, 8-IN PVC (S) sw.G � IE OUT: 2513.43, 8-IN PVC (N) 2508 2508 Project No.: 120194 Date of Issuance: 09.03.2021 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat AT CENTERLINE AT CENTERLINE 2505 2505 Preliminary Plat E 6) O O O N N O co co co co M CDM r- Lf� ti N O co U') Street E O 6) T O N co co N O M W M U-" T - f• M M M M co co co co co co M M W O M N O N M N O N O N O N O N O N O N O N M N M N M N M N M N CO LO N LO N LO N LO N LO N � N � N � N � N � N LO N LO N LO N � N N NLO NLO N NLO N N N N N N N � N � NLO NLO N N N N N N N N N N N N N N N N -0+60 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 Mg 'r if --o PP=0l — — — — — — — B3L12 — — — \ \ Sheet Notes: 7s28-sF I I \ \ 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF � THE \ \\ PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED i ' �� \\ DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. LAND. \ `J \\ �' \\ CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. - - GROUP B3 L13 B3 L14 B3 L15 B3 L16 B3 L17 B3 L18 B3 L19 B3 L20 \\\ \J/ \\ 6:rk� \ 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,534-SF B3 L22 \ B3 L21 4,986-SF \\ 4,883-SF \ V V V vV STA: 0+00.00 (STREET D) STA:4+90.53 (STREET GF) ZtL hh \ W W W W W W W W W W W W W W W W WSW a SS"' SS— SS—SS s� S SS SS SS SS SS SS SS SS SS SS -s ___________- W W Street F SS�SS * "' N81o19'39" w—w SSMH-08 --"�_ SS _________SSw 135.93' x ---------------------- ---------_ SS - N - / STA: 10+20.32 SSMH-07 SSMH-09 G� STA: 0+02.50, 2.50'R, Street D = \J/ STA:5+88.03, 2.50'R, Street GF q/ B3 L30/ B3 B3 L28 B3 L27 � L29 B3 L26 B3 L25 5,000-SF 5,000-SF� 5,000-SF 5,000-SF 5,011-SF 5,385-SF B3L24 C 5,637-SF CAD C \ % B3 L23 r--F 4,848-SF OP LU PP-06 C4 Th—hIN Concept Improvements = Street F 0 30' Horizontal Scale: 1" = 30' Q 2538 STREET GF: Sta. 4+80 - 11 +10 2538 HORIZONTAL SCALE: 1" = 30' CA VERTICAL SCALE: 1" = 3' y 2535 2535 co co O M ti + M In 00 2532 a N a 17 oo M 2532 � In cnN + M � n M w CD w GB STA: 5+90.53 GB STA:6+34.03 ¢ N + rn — EL: 2527.91 EL: 2528.12 � N ¢ co N y w co -Lj 2529 PROPOSED GRADE AT CENTERLINE CD w 2529 0. 0.50% ° 0.50% O 50% M ————— ———— —— — — ————— ———— ———— — —— ———— — ——— ——— Q ———— ———— —— 2526 9 2526 Cz EXISTING GROUND AT CENTERLINE L aC\J CD a M � 2523 2523 Revisions 1. 2520 2520 2517 2517 2514 154-LF OF 8-IN PVC AT 0.60% 2514 LOF -IP T 0,45288- 8N VCA % SSMH-09 I 48-IN MH PER ISPWC SD-501 113 LF OF 8-IN PVC AT 0.45% SSMH-08 STA: 10+30, 2.501R ��SNoNAL EN 48-IN MH PER ISPWC SD-501 RIM: 2525.98± �FG\ST Gr 2511 STA: 8+76.10, 2.48111 DEPTH: 11.71' 2511 SSMH MH PER ISPWC SD 501 RIM: 2526.86± IE OUT: 2514.27, 8-IN PVC (W) 68 48-IDEPTH: 13.61' 09/03/2021 STA: 5+88.03, 2.501R sTq� P° RIM: 2527.89± IE IN: 2513.35, 8-IN PVC (E) EpF�O DEPTH: 16.03' IE OUT: 2513.25, 8-1 N PVC (W) 2508 IE IN: 2511.96, 8-IN PVC (E) 2508 IE IN: 2511.96, 8-IN PVC (S) Project No.: 120194 IE OUT: 2511.86, 8-IN PVC (W) Date of Issuance: 09.03.2021 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat E AT CENTERLINE AT CENTERLINE 2505 2505 Preliminary Plat co o o o co M co N � o M Street F E CT co I- LS") u? O M 00 M O V CO p ti M ti CO CO CO M ti ti O OR 0T O O O O co 00 N co CD co co co CD T CD CD CD CD CD CD tD T tD tD tD I� tD tD tD s 00 W ti ti ti ti ti ti ti C.fl C.fl C.fl C.fl C.fl C.fl N N N N N N N N N N Lr)N N N N N N N N N N N N N N GV N GV 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 m9a 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 PP=08 PP-,o PP-08 Sheet Notes: �` F-&2 T H E B2 L4 63 L9 63 u5 y STA: 0+00.00 (STREET D) 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF r� � �► 5,000-SF \ 5,000-SF 5,000-SF STA: 4+90.53 (STREET GF) PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED CD DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. . LAND \ N CA �;D - CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. . - GROUP CD CD I \ �x C" M M M M M' /o \ o) B2 L3 B3 L10 B3 L14 0 N00°4021"E 573.83' 5,000-SF 5,000-SF 5,000-SF SS S SS SS SS / � N Street D CIO � CD B2 L2 B3 L11 B3 L13 x i 5,000-SF o�0 5,000-SF / 5,000-SF SSMH-07 Lf) LU STA: 0+02.50, 2.50,R, STREET D = & U) STA:5+88.03, 2.50, R, STREET F a "' / U) CD CIO 71 B3 L12 B2 L1 - � 7,828-SF `D SSMH-06 1 x \ M,,8 � L—M M M M '?JI M M M M M M M M M M IQ \ o _ _ o S00°40'21"W 327.00' M Lill SS SS SS SS SS SS SS SS SS �— SS— SS — SS—� M SS SSMH-02 N Keklik Ave / i \ B1 L9 N i \ 33,162-SF S�� I SSMH-01 STA: 2+23.50 (N. KEKLIK AVE.) SSMH 05 / I \ STA: 0+00.00 (STREET H) W i 61 L8 / - 6,555 SF / I C4 Concept Improvements = N Keklik Ave ° 30' 60' Horizontal Scale: 1" = 30' 2535 STREET GF: Sta. 0+60 - 5+70 2535 HORIZONTAL SCALE: 1" = 30' CAM VERTICAL SCALE: 1" = 3' M CAM 2532 0 c � ti a N 2532 �, + T ca W r Q F- 117 N N CJ + r- N C9 M N N N m J O CO + pNj ¢ Ln C3 W C3 LU CD W Q LC) W N N C~ CD N LUCD C3 LU M J 2529 CD w 2529 �+ llllllllllllllllllllllll� PROPOSED GRADE AT CENTERLINE CA 0.50% 0.50% 0.31°/ 70 2526 ____ -- ° 0.57% __ ___ 2526 0.60% 0.57 �• /° _ _ _—— O _ — o 1- F= c0 EXISTING GROUND AT CENTERLINE CJ CD co " CO aU 2523 2523 CZ :01 z a a LO CD �M � � � 2520 2520 Revisions 1. 2517 2517 2514 2514 39-LF OF 8-IN PVC AT 0.45% 113-LF OF 8-IN PVC AT 0.45% 2511 2511 ' 219-LF OF 8-IN PVC AT 0.45% I 126-LF OF 8-IN PVC AT 0.45% SSMH-06 SSMH-05 48-IN MH PER ISPWC SD-501 pNAL EN 48-IN MH PER ISPWC SD-501 STA:4+77.10, 6.86113 ��v �G\ST Gr 48 IN MH PER ISPWC SD-501 STA:4+42.99, 7.941R RIM: 2527.17-t Ir 2508 SSMH -01 RIM: 2526.92± DEPTH: 15.92' 2508 6 8 48-IN MH PER ISPWC SD-501 STA: 2+26,4.501R STA: 0+99.99, 4.501R RIM: 2525.84± DEPTH: 15.94 IE IN: 2511.35, 8-IN PVC (E) 09/03/2021 DEPTH: 15.96' IE IN: 2511.07, 8-IN PVC SE IE OUT: 2511.25, 8-IN PVC (NW) sTq� �oP�° RIM: 2525.10± ( ) E of DEPTH: 15.88' IE IN: 2509.99, 8-IN PVC (E) IE OUT: 2510.97, 8-IN PVC (N) W. IE IN: 2509.32, 8-IN PVC (S) IE IN: 2509.99, 8-IN PVC (S)2505 IE OUT: 2509.22, 8-IN PVC (N) IE OUT: 2509.89, 8-IN PVC (N) 2505 a Project No.: 120194 E Date of Issuance: 09.03.2021 E EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat AT CENTERLINE AT CENTERLINE Preliminary Plat 2502 2502 E Street N Keklik Ave Lf> co O r- r O O O 00 r- co coLn N co O Ln O O N t` C3) co LO co O N LO t` C3) r C3) LC) M 3 N Lf> ti C3) O N co co � LO co t` co C3) co LC> co 00 L6 L6 L!-) O C.fl O O O LO O co O C co .fl C co .fl co O N N N N N N N N N N N N N N N N co co CD co co N N E O N LC) N O N O N LO N N N N O N O N N N O N N N LO N lf) N N N 117 N 117 N C\J N C\J N O N C\J N C\J N C\J N C\J N C\J N O N O N C\J N C\J N C\J N C\J N C\J CV C\J - N N N N N N N N N N N N N N N N N N 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 Pp=09 Dill It 11 �\ �/ U) _ �� TBM 1 �� 11 Q) �� C,\F\ \ i j Sheet Notes: `\ I�l \ i`L — _ i SSMH-24� _ 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF r� �� T H E —\ "T J� PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED \\ W DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. � � � LAND CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. . � � I is SSMH-01 \ \ \ Q„ J GROUP �sTZ SID / \\ - �o� B3 L1 \ 11 L1 U) + — 5,507 SF Cures I 4,594-SF B2 L12 6' 3,142-SF 62 L1 62 L2 B2 L3 62 L4 B2 LS B2 L6 62 L7 B2 L8 B2 L10 V62 L11 � � � , � � � \. 3,914-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF _ 5 000-SF 5,WO-SF HOC I N I 1 CD 1\ c, I B3 L2 I B1 L2 V B 5 492-SF —� 5,200-SF N B2 L9 I, � � `V N 5,000-SF I v 2525 \ A I � A/ � � � � � � sA� SSMH-25 I � A/ A/ \\ GIPR \ / I � •1 Ir N Cn _ / W W W W W W W W W W W W W W W W W W W W W WSW 6"00 v I 0400 0 1+00 2+00 3+00 4+00 5+00 B3 L3 S89 19 39 E 573.86 _ _ 0�0 oL � i 5,378-SF 61 - SS SS SS SSA SS �—'S� SS S SS SAS SS SS SiS SS 5 S � SS SS I 5,487-SF I SSMH-02 Street H SSMH-03 SSMH-04 STA:2+26,4.50'R, N. KEKLIK AVE. _ _ \ STA: -0+04.50, 2.50,R, STREET H � ` \ l A aw GIRR �IRR� ` GIRR .AR V I STA: 2+23.50 (N. KEKLIK AVE.) D STA: 0+00.00 STREET H � � � � _� _ �_ �_�� _�_ � 61 L4 W ( ) — — — — — — — — w \\ \ v \4/ A/ 5,481-SF cf)c I B3 L11 B3 L10 B3 L9 B3 L8 B3 L7 B3 L6 B3 L5 \ � �, \ � I A/ CD 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF \ \ l _� v v v \\� 13:0 �\ B1 L5CD 2526 — — - - -2526— —5,476-SF — — ,- -- v v `/ \ \ U) CD 7,828-SF \ — P_ / Concept Improvements = Street H 0 30' 60' Horizontal Scale: 1" = 30' Q 00 2535 2535 STREET H: Sta. -0+60 - 7+80 CAHORIZONTAL SCALE: 1" = 30' VERTICAL SCALE' 1" = 3' N y C� 2532 N co C\J" 2532 ca + o + � + � `sr- CnN Ly C\JLf) Q N + L Q N LC) Q N CCn N CD W mmJ (n N N m + N � C J � N m J C3 W CCD W N CD� W LO N CD W do J 2529 `� W J 2529 CD LU PROPOSED GRADE AT CENTERLINE CA cc 0.78% __ 0.78% ---� ■� 0.50% 2526 0.05°i° -0.50% 0.93°i° _ _ - 2526 Qcco � -- ---------- ---- ------- -------- ---------------------- c0 CJ o 00 EXISTING GROUND AT CENTERLINE C 2523 - 2523 CZ z Lo a a M 85-LF OF 8-IN PVC AT 0.60% I Q 2520 2520 Revisions 1 SSMH-25 1. 48-IN MH PER ISPWC SD-501 SSMH-24 STA: 6+37.05, 5.9811- 48-IN MH PER ISPWC SD-501 RIM: 2526.62± STA:7+22.06, 5.9811- DEPTH: 5.96' RIM: 2527.64± 2517 IE OUT: 2520.66, 8-IN PVC (N) DEPTH: 7.49' 2517 IE IN: 2520.15, 8-IN PVC (S) IE OUT: 2520.22, 8-IN PVC (N) 2514 2514 257-LF OF 8-IN PVC AT 0.60% STRUCTURE- (43) 2511 304-LF OF 8-IN PVC AT 0.45% 48-IN MH PER ISPWC SD-501 STA: 5+56.35, 2.501R 2511 STRUCTURE- (44) RIM: 2526.32± 48-IN MH PER ISPWC SD-501 DEPTH: 13.32' NAL EN STA: 2+99.17, 2.501R IE OUT: 2513.00, 8-IN PVC (W) ��v p\S Gf 2508 48-IN MH PER ISPWC SD-501 DEPTH: 14.59' 2508 68 STA: 2+26,4.50113 IE IN: 2511.46, 8-IN PVC (E) 09/03/2021 RIM: 2525.84± s o DEPTH: 15.96' IE OUT: 2511.36, 8-IN PVC (W) JgJE�F P� IE IN: 2509.99, 8-IN PVC (E) IE IN: 2509.99, 8-IN PVC (S) 2505 IE OUT: 2509.89, 8-IN PVC (N) 2505 a Project No.: 120194 Date of Issuance: 09.03.2021 E E EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Preliminary Plat AT CENTERLINEI F AT CENTERLINE Preliminary Plat E 2502 2502 Street H co co 00 co 00 M 6) - 6) - M 't M M I- Ln co CD 't CO 't CO M CV CA CV CA CV O T r T co CV � CV LC) �'. � �'. N �'? r �'. M �'. e0 T co LC) . M C . M . Co T 0) �? N Ln I- LC. 0) N N Co C.O LnC.O LnCO L) C.O LCC.O LCC.O L) C.O L) L) L) LO L) L) L) LnLf) L) � co � co � co � CO I` C\J C\J N N C\J N N C\J N C\J N C\J C\J co C\J N C\J C\J C\J N N C\J N!) !) L L L LN !) L L L L L) L) L) L 1) J i J N J 1) 1J J J L) C\JL) L) N N N C\ N C" C\ C\ N C"i N C\J N cli N N C C\J C\ C\ C\J C\J C\J C\JC\JC\J C\JC\JC\JCIJNN cli f` N at -0+60 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 Pp= 1 0 ��o � � CALLOUT NUMBERS COORDINATED Property Owner: �� '�� I I I I Keynotes. TO NUMBERED NOTES BELOW. p y � - T H E �i �� U I I 1. FENCING, SEE LEGEND FOR FENCING TYPE ACCLIMA INC. , 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE C/O SCOTT ANDERSON LAND. 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 4/LP-2 1763 W MARCON LANE I 4. BENCH, BY DEVELOPER MERIDIAN, ID 83646 GROUP 5. MULTI-USE PATHWAY 6. COMMUNITY POOL AND CHANGING ROOMS 7. PEDESTRIAN BRIDGE Planner, Engineer, Landscape Architect: S CHUKAR RIDGE SU IVIsION I I I 8. MONUMENT SIGN THE LAND GROUP, INC. �e fi e n d: CONTACT: KRISTEN MCNEILL (PLANNER) CONTACT:JIM CUTE, PE (ENGINEER) —TIC-E _ _ _ — IRR IRR- �� 5 - - -- LANDSCAPE AREA / �j / LIGHT-DUTY ASPHALT PATHWAY CONTACT: MATTHEW T.ADAMS PLA(LANDSCAPE ARCHITECT) X X IRR _ _ _ / / CONTACT:JIM WASHBURN, PLS (LAND SURVEYOR) - - - - O - I //j // 462 E. SHORE DR., SUITE 100 (1) BD Ar PA 1 2 BEGIN � EAGLE, ID 83616 8 7 2) BD (1) PF3 ( AX(2) � � �_ (1) PA _ _ �� PH: 208.939.4041 O GS '24 I, 2 �, MS (1) (2)AX � - -- --- (2) GS UL EMERGENCY ACCESS Landscape Notes HEAVY-DUTY PAVING p O � ) P-o3 I I 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR — — — I I PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. BD 3 PB 4 -. (1) PF3 �- 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. — 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-02. CONTRACTOR SHALL STAKE ALL TREES DEEMED ' — — (1) PF " I &OPEN STYLE METAL FENCE [] & HIGH NOISE ATTENUATION NECESSARY, LE..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. WALL, SEE DETAIL 3/LP-02 CONTRACTOR'S OPTION. (1) OR V AV (2) MS I I 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND 2 -- 4 --'- \V A\' (2) OR I 6' HIGH SOLID VINYL FENCE SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. — 526- _ j _ P o (2) BD — (1) P \ \ � � � I I ,� 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (1"MINUS) BARK CHIPS. 26 �A BD (1) 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE \ \ RR Promect Calculations OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY \ / CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. A. RESIDENTIAL SUBDIVISION TREE CALCULATIONS: 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE (5) GS PF (1) A (2) CS I II LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED STREETS A-C&N. KEKLIK: 1223 LF 35 35 WITH SITE GRADING PLAN. (1) MS CJ 1 \ STREETS D&N. KEKLIK: 1396 LF 40 40 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A ( \ 4 IO RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO TILL MS (1) \ STREET E: 80 LF 2 2 STREET F: 94 LF 3 3 ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN \' \, PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY STREET H &N.ALAMEDA CR.AVE: 505 LF 14 14 VOLUME. 7 w, RR — TOTAL: 94 94 GIRR — '' � � � 9. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER �� (3) PP V MANUFACTURER'S RECOMMENDATIONS. \ 3 M B. LANDSCAPE BUFFER TREE CALCULATIONS: ♦ S q 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF AX(3 PB (1) (2) PB \ O S I LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" CL FUTURE HWY 16: 1336 LF 38 42 BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2" IN LAWN AREAS. --2527- I A (2) BD \ I 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO I BD (1) R (1) I C. FUTURE HWY 16 LANDSCAPE BUFFER WIDTH:VARIES, 50'MIN; 35'REQUIRED (ASSUMED ENTRYWAY PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A 7 (3) BD (1) CS` I I CORRIDOR) LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED OR (1) (1) OR I� I D. ACRSID EAGE DEDICATED FOR COMMON OPEN SPACE (EXCL. PARKWAY PLANTER STRIPS). 7.18 ACRES. (312,928 SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL (1) PA I o o DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER:A) 4 _ _ (1) MS I "' E. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 18.0% (MINIMUM 15 ) PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS O . F. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE. 89 PROVIDED, 1 PER 3,707 SQ. FT(42 REQUIRED @ O J (1) PP, (1) MS �rl ' . _ �I 7 _ H � 1 PP �� APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES O MINIMUM 1 PER 8,000 SQ. FT) ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER 1 AX ( ) Z 2S , / G. SITE AMENITIES: 11 PITS (8 PITS REQUIRED @ MINIMUM 1 POINT PER 5 ACRES OF GROSS DEVELOPED AREA) V 28,E % (1) MS I I H. MITIGATION FOR REMOVAL OF EXISTING TREES:0 CALIPER INCHES (THERE ARE NO EXISTING TREES ON SITE) EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. y 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS Z - ♦ I I � C7 \ MS (1 CJ (1) PB (1) / / 2) PB RR FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, •� ( BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES y Z V AX(1 / // i� I I PLANT SCHEDULE IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. ■� Yd cD BD (3 O MS (1 / / o I I, CONIFERS CODE BOTANICAL/COMMON NAME SIZE CONTAINER CITY 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS O PA PICEAABIES/NORWAYSPRUCE 8 HT. B&B 12 TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES _ 3 PB OR 1 / / II WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. 7 � PF(1) 'i '- � 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE (1) PA, I E PF PICEA PUNGENS'FAT ALBERT'/FAT ALBERT COLORADO SPRUCE 8' HT. B&B 9 OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. O — � 7 2S2II' 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH (3�)qX — _ g ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. ♦ ` 3 PF3 PINUS FLEXILIS'VANDERWOLF'S PYRAMID VANDERWOLF'S PYRAMID LIMBER PINE 8 HT. B&B 4 P-03 ' CA CJ - c . ,, a �� --,,,,� ACHD Landscape Plan Notes: y PF (5) MS \ I PP PINUS PONDEROSA/PONDEROSA PINE 8 HT. B&B 9 J O CJ (4) GS (1) CS I 1. TREES SHALL NOT BE PLANTED WITHIN THE 10 CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, IRR 1 _GS (1 O -� II I Cl STRUCTURES, OR FACILITIES. 1p 4 (1)AX (1) PA ', (3) PP J' �I IIN DECIDUOUS TREES CODE BOTANICAL/COMMON NAME SIZE CONTAINER CITY 2 IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE In PA 2 ,°,y (4) GS I i N0 AX ACER TRUNCATUM X PLATANOIDES WARRENRED TM/PACIFIC SUNSET MAPLE 2 CAL. B&B 25 INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE ( I OR (3 O I; CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 2 . <,L I CL ' I UP BD BETULA NIGRA'BNMTF'TM/DURA HEAT RIVER BIRCH 2"CAL. B&B 26 i I � ■� 1 PF PB (1 I (2) PB , I� ( ) , II I I CJ CERCIDIPHYLLUM JAPONICUM/KATSURA TREE 2"CAL. B&B 5 � � i1!2 i I � C � C0 2 PA I ,�, CO _ L_ % O �� CS CATALPA SPECIOSA/NORTHERN CATALPA 2"CAL. B&B 8 CV 00 3 / I I ) _ cc I I I � � 7CZ L.L4 — — — _ F I GS GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER'/SHADEMASTER HONEY LOCUST 2"CAL. B&B 25 (4> OR - , I, IRR I I QLo M � (3) G MS (2 ' (1) B I MS MALUS X'SPRING SNOW'/SPRING SNOW CRABAPPLE 2"CAL. B&B 24 -- - PA(1) --- AX(3 - -- Revisions 1� iPB PLATANUS X ACERIFOLIA'BLOODGOOD'/BLOODGOOD LONDON PLANE TREE 2"CAL. B&B 18 PF3I I(,:§1 0 — 1. BEGIN 1 (2) PF 1 (3) GS 00 _X END (j 14 N I OR QUERCUS RUBRA/RED OAK 2"CAL. B&B 18 CJ (1) LU / O AX (1) PF" PF(1) 425 70 4 LUEkiI IAI RR . MS(3 — — CJ O — — Lu __ 2 5 - I I11 -- AX(6) (1) PA / �, �� 1 I I ♦ x \, l� CGS �) (1) PP s I A ?�� I . ' (4) CS '� " I '' I I 3 QR�� 2 END E OF fD q �� y"— — � v � 5 END � S SS S �� / I I = u' LU \ --- � I — v v v v I Me LA-1 589 \ ---- --- — — 2532 \\\ \\ _ _ _ I I I �'�i LAftscAP� \ \\ I I 9/03/2022 \ Project No.: 120194 \ \ Date of Issuance: 09.03.2021 x \\ \\ i i Project Milestone: Preliminary Plat 7� \\ I I I Preliminary Plat E - Landscape Plan s �_.P. =E 0 80' 160' �2 ,e_,R Z_ Preliminary PlatmLandscape Plan Horizontal Scale: 1" = 80' LP=01 NOTES: _ Ali r . 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS ,;:F` JJS� `� =� RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN ' M1 - �1l • =j T H E STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. LAN D x ' ` �F - -- _ ? ri 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TOir •k.:• Y• "' • NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. �t� 1 { '�{irr- _ - GROUP 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO _ - y ■a`4` _ {� f '' �` INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE PREVAILING WIND DIRECTION STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH .` `• - _ r _'"' GALVANIZED NAILS TO PREVENT SLIPPAGE. " - '• • 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 6 . 1 SOIL LINEIN \\ 4 T JK -14 FINISH GRADE ..«� _ �s . . - .��• �� ,1 ��:-1-' 7777�«< R 2. dL Deciduous Tree Planting -A ` 1 WWI Scale: NITS .. NOTES: -4 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS w0A "TINi^ RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE 5 ' YEAR WARRANTY PERIOD. _ F '• , , _ 19� US ,� 1 _i 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. Natural Play Supporting Imagery 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO4 INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION Scale: NITS 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. a 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE -- ARCHITECT IMMEDIATELY. � d oc� O ■� Q, SOIL LINE \ \ __4_ \\ \ A •J I '■L■••' •r- 1 • , j'" - \ GRADECOD //\ \ \ \ \ \ \//// Ir •• . \ \ \ '' ' 1 r 'yam J •` yCM � V/�A//AA/�// // //// // // // /�/�// /�v/AAA/// - ti i• �- _ r. •�.k J.: - In Job _ i Coniferous Tree Planting - CA 2zCL owe •. - ;� ' le• ■ - b EWL % Scale: NITS _ 1 ' 1 1 ti 1 •� Cc o � J 1 O • ti _ E NCO mime CL) ■ '1 cc 0 ,, Far• • ,�� r + z C_� Z LO y _r _ ■ i N IF �777- Revisions - - -- _ E -- _ 7 .1 1 LL • Jr 1 1 - __ -- �__ -__- __ � --��_ ��'"_ � �. _'�'y J ��•�l--ELT ,� / — �' L .� �— .�- I ■ ��.1�1 1 1 1 ,.' ■. ' � — , . ;.4 I - < <•- �,_F .ram;- _-'--1•--yT ��JJ1J�� 1, +'��.1�� 1 .Y"S• z .f. ■!!r .r " - ■ r cei 1 _ 'i r� _ - -- I l� r �,...#�_'"ii�- `-��_I�s -��.__}� 3 � - r -i - � •F' '`• `r Y''• ` rs i�`. .by� �yl;y} ." �12{fSi � ` r. ` - 1 ' •1, R1 •a -. �: � � � r ■ �'F -'.f ■ — � — ti- t., - 'N ''4 „�V,y+� ]rr iSt,G�!-i' ��r -:�''• ',�ti_' -�°` �s�- _ ti� � �w — .+ LA-16589 ~ ,,r, ,, ,t . ,�;� •r wo s t'r. �� 'iw t ', _ � r // DSCA4 k�.5 � ti r - .. 9/03/2021 r 4 J � Project No.: 120194 i1 ,��* , } Date of Issuance: 09.03.2021 43 i Project Milestone: Preliminary Plat - Q Preliminary Plat E 6' High Noise Attenuation Fence Dry Creekbed Supporting Imagery Landscape Details 3 E Scale: NITS Scale: NITS Ana LP=02 T H E L AN D — GROUP ( w 6-FT HIGH NOISE 1h1'J ATTENUATION WALL ON TOP OF BERM � f 10-FT ASPHALT PATH LOT BOUNDARY FENCE - CV RESIDENTIAL BACK YARD *A of f r RESIDENTIAL LOTS 6' HT BERM McDERMOTT ROAD (HWY 16) EASEMENT 50' ± LANDSCAPE BUFFER North Landscape Buffer - Connection to Chukar Ridge Subdivision 1 Scale: NTS O y t r 04r LOT BOUNDARY FENCE ■� 1 ` RESIDENTIAL SIDE YARD y y i J J TRAVEL LANE I PLANTER STRIP 15-FT DETACHED I LANDSCAPE SWALE i RESIDENTIAL LOTS I SIDEWALK i i ■ � i CL y C Roadside Swale O E 2 v CD00 Scale: NTS M 0 cc Q M �J v a Revisions NATURAL AREA AND STORMWATER FEATURE INTERPRETIVE BOARD NATURAL PLAY FEATURE COMMUNITY PATH n .ion, � ■�, � l . �� try I I I rrk , ��\\Illliiii/ •, ,� '� \�\��PE E of�DgA/1 e e • A I I � �,�, ,_ -4, w - LA-16589 CUL-DE-SAC I PLANTER STRIP i 5-FT DETACHED i LANDSCAPE SWALE ; 10-FT MULTI-USE PATHWAY SWALE AND DRAINAGE BASIN ; NATURAL PLAY AREA i LANDSCAPE BERM ////44NDSCA? i I SIDEWALK I AND COMMUNTIY PATH I I i I ////1 1 1 1 1\\\ 9/03/2021 i i i i I i i I Project No.: 120194 i1 i I I Date of Issuance: 09.03.2021 43 Project Milestone: Preliminary Plat Preliminary Plat E Landscape Sections g M Pedestrian Pathways and Natural Play Area a 3 Scale: NTS LP=03 Mao I OPEN SPACE CALCULATION: QUALIFIED OPEN SPACE: 332,967 SQ FT p = TOTAL BOUNDARY SQUARE FOOTAGE: W Z O ' CHNKARRI BE SUBDIVISION 2,506-SF I I 1,742,400 SQ FT = a = 4,, SF I BOUNDARY SQUARE FOOTAGE MINUS HWY 16: J CM 4,169-SF BE1N 1,399,108 SQ FT �;�; TID PCT. OF QUALIFIED OPEN SPACE OVERALL:ULU `� — �— — 19.1% \�\ _ _ I PCT. OF QUALIFIED OPEN SPACE MINUS HWY 16:23.8% ,�'T. 8,365-SF *NOTE: OPEN SPACE CALCULATIONS DEPICTED ON � THIS SHEET ONLY INCLUDE FUNCTIONAL OPEN �� — •� SPACE AREA. COMMON/OPEN SPACE LOT CALCULATION ON PRE-PLAT OVERVIEW INCLUDES 10,873-SF ]JIM � ADDITIONAL COMMON AREA SUCH AS THE POOL PARKING AREA AND THE SECONDARY EMERGENCY ACCESS. CALCULATIONS INCLUDE BOTH n 215,356-SF I RESIDENTIAL AND COMMERCIAL USES. 36,203-SF FUTURE HWY 16 LOCATION 7,126-SF� � CA 6,093-SF I C CD y C� y •- 2,480-SF g M _ 8-MILE LATERAL IRRIGATION EASEMENT � � a d Preliminary Plat-Open Space Exhibit o 250 500' Q cc — ��a Horizontal Scale:1 = 250' Project No.:120194 LP_04 Date of Issuance:09.03.2021 ��o