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PZ - Public Utility Plans 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