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Pre-Plat V1(�j�ERO)IANg- APPROVED CAM. W15122 FM NLM■R:--mama CENTER EAST - 1/16TH GIRR EXISTING GRAVITY IRRIGATION - = SS I I SS SS SS - -- -- - -- -- EXISTING B"GEWER STUB EXISTING 8' SEWER STUB f EXISTING 8" WATER STUB (BYOTHERS) (BY OTHERS) Chukar Ridge Subdivision SO432141900 33' TBM 1 EXISTING 8" WATER STUB (BYOTHERS) _ _ _ S89°19'38"E 1323.00' F- 12"GIRR W 12"GIRR 40' o r _ 50, 50' 50, 50' 50 Ir50' � Block 2 �, J J J J w _50' J'S2' _ 50' 50' 38' 011 `�' p J J T -101' ,5a, o I B3 L1 u mW w B2 L2 o B2L3 B2 L4 B2 LS B2 Lfi -' B2L7 p W I y B2 LB I I B2 L14 B2 L10 B2 L11 "_ I� 4.594-SF�'�' .. 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-601 5,0001 1 ¢5,000-SF WI o5,000-SF I 5,000-SFQ �-1�'�J��J� LQ2tl� JWW L9EJ 33',�1000 5,000-SF -50'----50'-50'----So'- -50'- So'_---52'-� -50'- -50,. 8'-`� 4T B- � -1oa �63 L3 -Street - - - y,\ W 5,378-SF _J \ WWWWWWW . WW W N W 32 18, 2 . + . O 'ENSEM _Street F_ _ - •� J 1 a 50'- 50' 50'43'=2' �JFJFJFJF-I�a_� 9 w. �\ W W B3 L30 -oo' I B3 L29 oo' I B3 L28 oo' I 33127 -' B3 L26 �I I 63 L25 _ - W W • . • . I �5,000-SF 5,000-SF 5,000-SF 5,000-SF� 15,013-SF 5,385-SF ` 01 L9 - I B3 L24� 1r59' 33,162-SF � . JJJJJJJJJL J 5527SF B3L23 ,f Wi � 50' 50' 50' 50, 25' 23' 2 I 43-SF ACHDEASEMENT Los SEMINARY LOT J -8' W W W W Owyhee High School . W W W . W W W . . Block 3 SO432437900 " - - - - . . W .. _ W _ - - 218' - .. . . . W .. _ 33'� - _21T JW WWWWWW. W.'. 50' S0' 50' 4" 7' 16' FR ¢ W J I I o 03 L31 B3 L32 B3 L33 W W W W W W W [3 B3 L34 - B3 L35- WI 15,000S5,000-SF 5,000SF 5,001SF F 11I I I B3 L36 - B3 L3 7 y � 5,682-SF o _ 4,868-SF 4.630-SF % W C W m II- IFS I I �I 1II� - - 81 y d J E -A ,2 38,246-SF 6-If 5W63 I a-4•=46" --50'- -50'--4'=7211-98,_ ., y " .BqL4 ., W 1r= 36' W 216192nF W W BOYS 8 GIRLS CLUB I - Street e-�,-_ W I <- 01CD W . - - - - - 46W .. OPEN SPACE INCLUDE 4'-' - _ _ I y"0 J F50J F5J FQ 2 yg PLAYGROUNDUND AREA 48_�4' ,s 9�' ; -•W •W •W •W _ 21T I F B3 L44 oo' I B3 L43 oo' I oo' I o I o \\, W W W W+ W W W im W W W W W W o o B3 L42 B3 L41 W W W W. 405,OOOSF 5,000.SF 5,000-SF^ 5,715-SF ,00 -1I ` �5T 8- J J J J I...-_ J B3 L39 B3 L38 . • . • . • W W W B1 r122 ` ` . • . • . • . w 50' 50 50' 2G' 23' 7• 5,447-SF , , 769-SF W Block 3 50, 655. L ¢_ W W W W W 26 4/75-S 65, 6 65� W W WWW W W B3 L46 I -B350L4-7 Ia--B350L4'-8 I -�a B3 9- 1 0-B535L'5-0MMNITY POOL�a W 5,000SF 5,000.5F 5,000-sF 4,986SF 5640-SF5,152LS51 F 8' ACHD EAEMENT .S4'--46' - 6B4O34L25-S2F W 131 L13 "I �I - sasl-sF Street C-°,- L- - \ \ �/ `� & W -116- of O B1 L1 I 5,507-SF JI _ B7102 �� �L 5,492-SF JI o 10- B1 L3 �I 5487SF 8' ACHD EASEMENT B1 L4 �o (O LY 5,481-SF �I _e- r _ Fm _1101- �o aR 5,476-SF _ B1096 -TT �L 5,471SF 4' F a _B`171 L7 5,494-SF �I r -11n- 5 I B1 L8 TL 6,555-SF - - -14T- - B1 L14 v�� 5,534-sF W Y CL 110' c.7 � Y _ B1 L15 I 11 Y 5,475-SF �" $ R, L16 �I 33' _ 20' EMERGENCY ACCESS LANE 5,470.SF Jfl 41, i^W ;20' F50JFSaSBSBFSBJ71603L11 [FP50JFSBJ B3L70 B3 L9 B3 LS B3 L7B3 L51.00-SF 75,000-SF 75,000-SF 5,000-SFJJJJJJJJJJJ�J 7 5,000-SF 7 5,000-SF 7 5,000-SF L42 5 0'3 w o, y3 P820F 50, 50 50' Block3 50 43' 7 "WW 'WW " WW " =W " ¢ " IW W 50'°° . J FJ�JFJ�J�JFJ�J1 I� W ' wCI� W B3 L13 o 5,000-SF E I B3 L14 o 5,000-SF7 B3 L15 S B3 L16 -' B3 L17 -' 13 L18 -' 15,000-SF-, B3 L19 -' 15,000-SF� B3 L20 I B3 L22J I 5,532-SF m' I 63 L21 4,875SF 4�SF I 5,000-SF I 5,000-SF� 15,000-SF� �_W20' . -50-J -50-33- 1 ■ i ■ a I■■■ I■■■II■■■ - - - I■■■I,LfLN - I ■■■Ion.. I■■■II■■■ - - III - III - I■■■I.■Y■ - III - I■■■II■■■ III - 1■■■II •III - ■ I i i 111 - - ,III - •III - •III •III •III •III •III � III - - - - ■ ■ ... I....... I....■■■ ;.T-.■■■ I...■... I■... !....■.. I.■..... I.... .. ;i -Street B- Dftf --* 30' EMERGENGYACCESS EASEMENT'S W W W W W W W IW . B1Llr W W W + W w I SOUTHEAST • 36,,S03-SF W W \W\ Iv16TH .'. .'.`.`. .A• tg I 57'- =7765'- - 50'- .W.W.WWWWF�FJFJFJFJFJFJW ..._ 504- L=L 50- 50- 50'- - B1 L79 _o' I B7 L20 o I 01 L21 fo' I B1 L22 o BI L23 fo' B7 L24 -' BY L • • W • \ 5,722-SF 7 5,072SF7 5,072SF7 5,071SF7 5,071SF-, I I 5,070SF5,070SF7 ,23 . .\ L J W7i 5' 50' I L I _J 50 ock 7 Bloc 51, I J L 50 I I I 8' ACHD EASEMENT 50 L 50' , 23' 4T o � op \\ SS - - - SS- \ Preliminary Plat - Overview Horizontal Scale: 1 = 80 WWWW WWWWWWW 8. HD EASEMENT W c\1 IW . 47� I WWW WWW � IW WWWW GRAVITY IRRIGATION DELIVERY DITCH (BYOTHERS) 12"GIRR F� 12"GIRR -259' FUTURE GRAVITY IRRIGATION WASTE DITCH (BY OTHERS, SHOWN FOR INFORMATION ONLY) GIRR \ GIRR B5 LI 343,292-SF FUTUREITDBIGHTOFWAY (BY OTHERS, SHOWN FOR INFORMATION ONLY) d WWW 298_ - - N89°20'14"W 1324.23' Unplatted SO432429350 B5 L2 255.351-SF 99' TBM 2 - - 284' - - ; I ® Vicinity Map: EAST DUARTER CORNER OF SECTION 32 CPBF #2016-120634 II Iw I w I I� w 6096 W Becky OF a R0486000210 II W Becky Dr fl c W of dlw 0 z w I I w 6395 W Becky OF R0486000450 a OHP SOUTH 1/16TH COMMON TO T I SECTIONS 32833 I I 0 80, 160' Legend: Property Owner: - - PROPERTY BOUNDARY PARCEL LINE - - - ADJACENT PROPERTY LINE - CENTERLINE - - - - EASEMENT SS ----0- EXISTING SEWER LINE W/ MANHOLE W EXISTING WATER LINE GIRR EXISTING GRAVITY IRRIGATION LINE SS PROPOSED SEWER LINE W/ MANHOLE yy PROPOSED WATER LINE PROPOSED FIRE HYDRANT GIRR PROPOSED GRAVITY IRRIGATION DRAIN PIRR PROPOSED PRESSURE IRRIGATION LINE PROPOSED CURB ACCLIMA INC. C/O SCOTT ANDERSON 1763 W MARCON LANE MERIDIAN, ID 83646 Developer: KINE, LLC 250 NW FRANKLIN AVE, SUITE 401 BEND, OR 97703 CONTACT: LARRY KINE PH: 541.617.1999 Planner, Engineer, Landscape Architect: THE LAND GROUP, INC. 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 PH:208.939.4041 CONTACT: JIM GUTE, PE (CIVIL ENGINEER) CONTACT: MATTHEW T. ADAMS PLA (LANDSCAPE ARCHITECT) CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Project Summary: PROJECT LOCATION: LOCATED IN THE NORTHEAST QUARTER OF SECTION 32 TOWNSHIP 4 Notes: NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION EXISTING ZONING: RUT (ADA COUNTY) 31-3805(1)(b) CONCERNING IRRIGATION USE. ALL LOTS WILL BE PROVIDED PRESSURE PROPOSED ZONING: R-8, L-0, M-E IRRIGATION VIA A NEW SYSTEM OPERATED BY THE HOME OWNERS ASSOCIATION AND R-8, ZONE AREA ± 23.7 AC SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. L-0, ZONE AREA ± 1.6 AC 2. EASEMENTS M-E, ZONE AREA ± 5.8 AC 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, PROJECT AREA ± 31.2 AC DRAINAGE AND IRRIGATION EASEMENT OF THE TEN (10) FEET CONTIGUOUS TO ITO RIGHT-OF-WAY ± 7.9 AC AND PARALLEL WITH ROAD RIGHTS -OF -WAY. HOWEVER, THIS SHALL NOT MCDERMOTT RIGHT-OF-WAY ± 0.9 AC PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR TOTAL ACRES ± 40.0 AC ACCESS TO EACH INDIVIDUAL LOT. 2.2. A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION SINGLE-FAMILY LOTS (R-8) 93 EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL RESIDENTIAL GROSS DENSITY 3.0 (RESIDENTIAL LOTS / PROJECT AREA) INTERIOR REAR YARD LOT LINES. 2.3. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND PRESSURE COMMERCIAL LOTS (L-0) 2 -1.6 AC (1.6/40.0=4.0%) IRRIGATION EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES COMMERCIAL LOTS (M-E) 1 - 5.8 AC (5.8/40.0=14.5%) OF THE SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. COMMON LOTS (INCL. OPEN SPACE) 13 - 8.0 AC (8/40.0=20%) 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%) 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING TOTAL LOTS 112 REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. OPEN SPACE 25.6% (OPEN SPACE/PROJECT AREA) 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. ESTABLISHED FLOOD HAZARD AREA. 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE FROM THE CITY OF MERIDIAN. Benchmarks: NAVD '88 Datum 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY 1) TBM 1: ELEVATION = 2525.66' SEWER SERVICE BY THE CITY OF MERIDIAN. N: 720592.692 E:2432849.350 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE 2) TBM 2: ELEVATION = 2530.58' HOMEOWNER'S ASSOCIATION. N: 720552.799 E:2433513.851 8. ALL INTERNAL STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 9. THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 9.1. LOTS 10, 17, 25, AND 26, BLOCK 1 9.2. LOTS 1, 9, AND 12, BLOCK 2 9.3. LOTS 4, 12, AND 45, BLOCK 3 9.4. LOTS 9 AND 18, BLOCK 4 Zoning Requirements: PER CITY OF MERIDIAN U.D.C. TITLE 11. CHAPTER 2 DIMENSIONAL STANDARDS: R-8 ZONING L-0 ZONING M-E ZONING MINIMUM PROPERTY SIZE / DWELLING UNIT (IN SQUARE FEET) 4,000-SF N/A N/A MINIMUM STREET FRONTAGE 40-FT N/A N/A STREET SETBACK TO GARAGE 20-FT (LOCAL) 0-FT 0-FT STREET SETBACK TO LIVING AREA 10-FT (LOCAL) 0-FT 0-FT INTERIOR SIDE SETBACK 5-FT 10-FT 0-FT REAR SETBACK 12-FT 0-FT 0-FT STREET LANDSCAPE BUFFER 20-FT (COLLECTOR) 10-FT (LOCAL); 20-FT (COLLECTOR) MAXIMUM BUILDING HEIGHT 35-FT 35-FT 65-FT CURVE TABLE CURVE NO. RADIUS LENGTH DELTA CHORD BEARING CHORD LENGTH C1 43.50' 63.18' 83013'22' 1449'039.94"E 57.77' C2 43.50' 68.33' 90*00,001, S44'19'39.17"E 61.52' C3 44.02' 68.11' 88*39'18' N45°40'20.95'E 61.52' C4 80.00, 125.66' 90000,001, S44019'39.05"E 113.14' C5 43.50' 68.33' 90000.00" S44"19'39.05"E 61.52' I -A Z i LAND -GROUP Z O y m y y ca Bti BBBJ ON CO) cc■ o� O CL c o � COD 1= CIDCl) w 00 CD C:) U a a C')� Bl• � Revisions zl� 1. COM PLAN REVIEW 12.2.21 SSZONAL o S G 68 IP12/02/ 0211 0 OF JgTf \OPT 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Preliminary Plat Preliminary Plat Overview PP-01 I APPROVED DATE 09115/22 Ru NIAWR:1 aar �) I / I m GIRR DUSTING GRAVITY IRRIGATION (BY OTHERS) ©ids, al > �Vy Y;SI�Y\YYYYYY9-�--�Y�Y� © 11 1 1 \ 11a- B7 L7 1 n, I 7-SF ACHD EASEMENT 1TI I B1L2 I I to v \ (�� 5,492-SF W a \ 5,487-SF \ fz B71 L4 V. 5,481-SF B110L5 �o \ L 5-,476-SE �I \ 7 \ '109'- BI L6 -n I I I 5,471-SF \ F- 109'- TI,I B1 L7 5,494SF ( _ L8 \ \� �61 I II I IIII I y I I I I I II I II ,V -- -- -- 8- I SS SS SS SS 3 I III I II WSTING W WATER STUB EXISTING 8" SEWER STUB - I EXISTING 8' WATER STUB I I I GRAVITY IRRIGATION DELIVERY UTILITY PROPOSED PRESURIZED CONNECT TO EXISTING CONNECT TO EXISTING T CONNECT TO EXISTING / SSEWER STUB111 C 1V= WATER STUB WATER STUB IRRIGATION PUMP STATION /-. / 9 � 1• - \ W Ii' IPs _ �__ 1 "GIRR 125'GIRR - _ _ 12"GIRR- 40' 50' Sa 50' SD SI BIock2_so' ��`�5.50' 52' Sa 50' 38' R- =101'. .30,. - _ - 30 I�JFJFJ FJrF II JI J t�l=.�-� W Q ' 63L,•�N• •✓W I �� , 977 ACHD EASEMENT \ a gl 4,594-SF. §,2 L1„ o B2 L2 B2 L3 0 _ _ B2 L6 12 L7 - B21J810 1 B2 L10 �2 L11 B2 L1- �� • j "' \ \ / �0 3,442--� �J 914-SF 5,000 SF 15,000-SF 5,000 SF /�y 5,p\ 15,000-SF I 5,000-SF 15,000-5� ; W IIW15, 0-SF I 5,000 GF? -100 e W �� J L- J /J ,200 ) I 5,00"F t o I III I _2OJ J�J ' E13 Stre-� et 11�� -ems - i� .I_5s7asF I I� -20' 50- 50' 10'- 50'- Sa 50'- 50'- W FJF�FJFJF�FJFJ -=-. a B3 L11 I o 63 L10 I o 83 L9 I o 13 L8 I o 83 L7 I o B3 L6 I o 83 US of . " .\" . . INTV IRRIGATION WASTE UT �5,000-SF 7-5,000-SF �5,000-SF �5,000-SF �5,000-SF �5,000-SF f5,000-SF� ... �. W , . W .\\ �\W a J (CONTINUATION,0 DWORK) -1J L L -- -_J .. 3 L42� 50' 50',� J .� J -1 .� . . 12ae4 FIKK ck3 Bloso' so' 43 r15��-.-.�, \ -1 F -1 F -1 F -1 �/ so yW 30' IF�RIG T N EASEME \ k 1B3LV3 - 63 L14 - B3 L75 -' 33 L16 - 33 L17 -' 33 L18 -' 33 L19\� \ I a 5,000-SF 15,000-SF 15 15,000-SF I I I I - B3 L21 B3 L22 / 5,000-SF 5,000-SF 5,000-SF 5,532SF m I _ - a,850-SF I EJ'JEItf �J�J1 ...... �_ -20' - 50' - - -50'- 50'- - .50' - - -50'- - 50'- - -Sa- 8"9,_33,_ 32' 18' -- RST " ,ACHD EASEMENT, \ I III W \- \ �.421 ti 1 R --1 \\11 I 1 1 1 I L 6 �Nv vv R50' .... \ \ F TURE GRAVITY IRRIGATION WASTE UTILITY \ \ . (BY OTHERS, SHOWN FOR INFORMATION ONLY) I to- V A V J 1 5.527-SF B3L23 � G7Qhi 4 I 4'732-SF ACHD EASEMENT ACHD EASEMENT Block3 \\I 1 \ I 'WATER EASEME` 1 \ 1 \ I - - - -217' - = sa so' sa a3' T \�N W % �h so• W . v �Jf -]F_ �J65' _1 B3 L31 a B3 L32 o B3 L33 - B3 L34 - B3 L35 m B3 L37 15,000-SF� 15,001�SF� 5,682-SF 83 L36 �OS� 81 L2F _ _ 4,866-SF B1 L11 _ It- IFS i If 38,246SF If 633 y e-4' - 4B'- 11 y . W ;u - -s0' - -50- -43'-72'=48, J 1 _ ',� /` `Bq_4 , \ B5L7 1 / I �'r I W Becky Dr rn 1T- RST 2f6,922-5F \ \343,292-SF V A \ I I l \ \ CD Street_ E Ir ry04'-.46'- -50'- -50'.-43'_2'19' 21T 83 L44 o I B3 L43 S I 83 L42 o I B3 L41 - B3 L40 �\ A HD EASEMENT \ \ �5,000-SF7 5,000-SF7 5,000-SF7 5,715SF � �-� � � �•-� . ' 5.000 8 J J J J J �/ / B3 L_ �L38� . . . . . \\ I 1 - Jy . 3162 ` �.. 50' _ _ 50' S0' 1, J 5.447--SF `q , 769-8F . . . Bloek3- �50, s5' ill L �l '36,475-SF" 65, 65, _ 6SJ " \ o B3 L46 o B3-47 a B3 L48 a B3 L49 L5� t5000-SF 1�5,000-SF I �5,000-SF I �4,986-SF I 540-SF 15,152-SF h I ADH T 1. T � B3 L52 R . �e Iµ"µ_ry 6,042-sF I I I 4V- �SO'� *50'- -50' -55' 5'- \ / c�-7 oil l-L / 6.751-SF u�/- W S- ems- � Street C F -116,- _ B7 L74 � -tY - 50' - 50'- II---s0'- - 26'= A . - ./ �L 5.5345E II F J FAQ *MEN- J J J J 25\ \ \ 4 y \ B5 L2 �� 255,351SF E I Q ' 110'- �� o B4 L8 I B4 L7 o�' I B4 Lo' I B4 LS -o�' I B4 L4 I B4 L3 -o' BYI2 a B4 L1 a B1 L15 Y 5,000-SF^ 5,000.SF 5,000-SF 5,000SF 5,000-SF -5;0GQSF 5,000.SF 14,958-SF " 5,475-SF •" Y 4 L9 J J J J J -1J W B4 ILL \ I I a 3285 - - � S0' 50'50' Sa Block�oJ LSUJ LSOJ L50� 5,780 -1D9 20' EMERGENCY ACCESS LANE B1 us a ��hl 5.470-BF III i" JI_JFJIFJFJI�J�J B7 L9 i 33,162-SF Street F sa� � sa� so'_ o B3 L3j1Lo I B8429 oo' I B3 L28 0 �3'�27 oo' I B3 L26 -1 B3 L25 S�SF•7 5, 0 5,000 SF': 5,000-SF 5,013-SF� I 5,385-SF L-1LJLJLJ�IL 50, S0' � 50' SO 25' 23' 2- v 34'�10 . B4 L11 . B4 L72 . B4 L73 . B4 L74 . B4 L75 5,000.E I o 5,000.5E I o s,oao-sF 15,000.5E I o 5,000.SF 15,000.3E I a 5,000.SF 15,000.3E .� \CDEASEM T i II \\2532.m 13, �50'�IF- 5a- L5a� �Sa� s�-B - -- - ��- ✓ : ' v / o' EMERGcraccEss EasE Street B �\�J7 \e4\ ����..v� v1 .�..5T- 65'JFU., JF- 50'JFJFA 0'- �- J33 vv Is �� Iw \�q B1 L18 -1 B1 L19 -1 B1 L20 -1 B1 L21 - ° y BT L \q �" � o I o I_ o I o I B1 L22 I B1 L23 �' I B1 L24 L . 36,903- �A 5,722SF 51072-SF 5072-SF 5.071 _SF 7. 5,071-SF . 5,070-SF 5,070SF \ / PROPOSED GRAVITY :WER EASEMENT IRRIGATION TILE - �\ \I L J L J LBIOckI L J L J J L "293' �5'_50'_ 450' 5O' 50' 50' 50' 23' 47' v _ y I OHP --- s- --- SS- 5a IRRIGATION EASEMENT EXISTING SEWER LINE Imarovements Overview Preliminary Plat - Conce Horizontal Scale: 1" = 80. I I NA T II I I I I I I I I I Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. 2. ALL SIDEWALKS ARE PLACED WITHIN AN 8' PERMANENT ACHD EASEMENT. WHERE THE SIDEWALK MEANDERS, THE EASEMENT VARIES IN WIDTH MEASURED 2-FT FROM THE BACK OF SIDEWALK ACHD EASEMENT 47'RU.W. ACHD EASEMENT WIDTH VARIES* WIDTH VARIES* 1 23.5' 23.5' 1' 2' BACK OF WALKWAY 5' 7' 16.5' 16.5' 7' 5' 2' BACK OF WALKWAY 1.7s z% z'x, 1.7s" 2s% - I =III-_ 5" THICK CONCRETE - -III= =III - I llf 111-I I I f lll-III-Ilf llf 1il-ffl Imo- I 11f I llf llf-llf-'' 5" THICK CONCRETE SIDEWALK _ _III= .III III=11I-"'- III -I CO III I_I I1=1I III -1I III I1=1I'- 1=11I III SIDEWALK 2.5 IN ASPHALT CONCRETE=Till STANDARD 3' ROLL CURB AN D 44N OF 3/4" MINUS CRUSHED STANDARD 3" ROLL CURB AND GUTTER AGGREGATE BASE, TYPE 1 GUTTER 12-IN OF 6" MINUS UNCRUSHED AGGREGATE BASE SEE PLANS FOR VARYING SIDEWALK WIDTHS AND LOCATIONS WITHIN COMPACTED SUBGRADE LANDSCAPE BUFFER Local Road Typical Section 1 Scale: N1S ACHD SIDEWALK EASEMENT. 30' U WIDTH VARIES.* VARIES 21.69' MIN TO 28.46 MAX SEE PLANS 23 2' BACK OF WALKWAY 2 23 11' 5' 3'± EXISTING 14'± 1' FLAT FLAT 1 SHOULDER EXISTING PAVEMENT w.n25w VARIES 0.75' SAWCUT LINE .... 3:/ 5" THICK CONCRETE SIDEWALK COMPACTED SUBGRADE PER ACHD SUPP SD-709 EXISTING GRAVITY 5-IN ASPHALT, SP-3, 0.50-IN (1/2 )rIX, PG 64-28 IRRIGATION PIPE TO REMAIN 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 SIDEWALK ELEVATION SHALL 26-I1\1 OF 6" MINUS UNCRUSHED AGGREGATE BASE MATCH THE ROADWAY BIORETENTION SWALE STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 CENTERLINE OR BE ±0.5-FT PER ACHD BMP 30 CONSTRUCT FULL DEPTH ROADWAY BASE SECTION. EXTEND 6-IN FROM CENTERLINE ELEVATION. SHALLOW INLET PER ACHD SUP SD-715 MIN. BEYOND TOP BACK OF CURB INCLUDING CONCRETE APRON AND * SEE PLANS FOR VARYING SIDEWALK RIPRAP, WHERE OCCURS. 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE TYPE 1 WIDTHS AND LOCATIONS WITHIN N McDermott Rd Typical Section LANDSCAPE BUFFER 2 Scale: N. 0 80, 160' `` ''_- if WE LAND nag.MGROUP O y y y ca COD r CO) _n _cc o cc o� cc T9 co OJ co 0 U _ Cz c a a co� _ co2Ei Revisions /� 1. COM PLAN REVIEW 12.2.21 yStONAL EN 4 8 12/02/ 0 OF ✓TgTf \OP�o 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P'elinrary Plat Preliminary Plat Concept Improvements Overview DWIuDIA )- APPROVEEDDD oh1E 0911522 P_ I I �. B4 L16 _ B4 L2 B1 L23 5,000-SF I 5,000-SF 5,070-SF I� II %I IL -I- ,,—I. CID CD 1 - - ---I --100 o0 101, T II I I ACHD EASEMENT B4L17 B4L1 SSM 5.000-SF 4,958-SF I 131 L24 5,070-sF I SSMH-22 STA: 4+22.39, 2.64, L, STREET A — ' —STA: 10+62.56, 2.50' R, STREET BJ z 95— —SSMH-13— — ,B,,— a 195' F F - F F F F F F F [n F F F F U B4 L18 N --�--E B1 L25 / ---- I I �r. E E ------------ Q<- ---------� 57*SF F / I F 12 SS _ SS _SS �I �a a Street A NOO140'21IT 291.89' W W W W W W W W W W W M R R/W F F F F R F 13 --' F — — ' �, F F F F F F F F E — — — F E — — — — — — — — — E E E —-- — — — — E E — — — F F E E F E E E E E E E z E F E E w F E E E E E F F F STA: 4+24.94 (STREET A) �— Q E E E E F E E E E E STA: 10+65.20 (STREET B) < 69 E E\ E F F F E E F F E E E F E < F F F F F F F F F F F Concept Improvements - Street A 0 30' 60' Horizontal Scale: 1" = 30' 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 STREET A: ta. 2+70 - 4+80 HORIZONTA VERTICAL SCALE:1" CALE: 1" 30' EXISTING GROUND AT CENTERLINE m- 1.63% — ---- ---- PROPOSED GRADE AT CENTERLINE 122-LF OF 8-IN PVC AT SSMH-23 48-IN MH PER ISPWC SD-501 STA: 3+00, 2.62'L RIM: 2531.51 ± DEPTH:11.70' IE OUT: 2519.81, 8-IN PVC (N) SSMH-22 48-IN MH PER ISPWC SD-501 STA: 4+22.39, 2.6411- RIM: 2529.47± DEPTH: 10.32' IE IN: 2519.26, 8-IN PVC (S) IE OUT: 2519.16, 8-IN PVC (W) 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINEI F AT CENTERLINE O O MM6 M6 M N M N M M N N N N N N N N N N N N 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 LC P_ — I 11 I, I �_ I 1 II W 'L— I - - — ti$ I STA: 3+93.50 (STREET C) 10p STA: 5+73.83 (STREET D) . — — — 100' — — — — — — oo — M M o I— � � d�� I 64 L7 I B4 111 I I _ SSMH-15 I 5,000-SF a 5,000-SF I I o y / �� _—�- -I100, �� �� / --- \ / C 100' a CID ->�i> -�' ill Ili/�/ 3: o I B4 L8 YL10 5,000-SF / 5,000-SF y I�-----� Li-----�I / aal a I cl 00 aald aald aald ,on aald as / aIII ,Jald /� -> 0 1 —+, ACHD EASEMENT + I / 6,328SF --> ——�--�--� — -- �— �/ s` SSMH-20 )/ I. 1 ' M MGM M M M M M 4+00/ 5+00 Q / SS ASS SS SSMH-15 N KEKLIK AVE SSMH-1977 \ 22'SSMH-17 — — �— So,, r — —— — —— —— � — —— — — — �T/ PI \ B1L13 '(EMERGENCY ACCESS LANE I�� I /�> B1 L14 � Concept Improvements - N Keklik Ave 0 30' 60' Horizontal Scale: 1" = 30' STREET B: Sta. 2+70 - 6+60 HORIZONTAL SCALE: 1" VERTICAL SCALE: 1" _ 30' ' OF 8-IN PVC AT 0.45% PROPOSED GRADE AT CENTERLINE 0.5 I% EXISTING GROUND AT CENTERLINE 201-LF OF 8-IN PVC AT 0.45% 36-LF OF 8-IN PVC AT Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF �� ����� LAND PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. =_ GROUP CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. SSMH-20 SSMH-19 48-IN MH PER ISPWC SD-501 SSMH-17 48-IN MH PER ISPWC SD-501 STA: 5+78.43, 6.86'R SSMH-16 48-IN MH PER ISPWC SD-501 STA: 5+46.55, 6.86'R RIM: 2532.14±' DEPTH: 15.37 48-IN MH PER ISPWC SD-501 STA: 3+50.10, 6.86'R RIM: 2532.30± STA: 3+27.07, 6.96'R RIM: 2531.44-+ DEPTH: 15.80 IE IN: 2516.87, 8-IN PVC (E) RIM:2531.31± DEPTH: 15.93' IE IN: 2516.61, 8-IN PVC (SE) IE OUT: 2516.77, 8-IN PVC (NW) DEPTH: 16.03 IE IN: 2515.60, 8-IN PVC (S) IE OUT: 2516.51, 8-IN PVC (N) IE IN: 2515.38, 8-IN PVC (SW) IE OUT: 2515.50, 8-IN PVC (NE) IE OUT: 2515.28, 8-IN PVC (E) 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 CO u) N 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 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINEI AT CENTERLINE F O V M lD M m M r M M �O N v7 CJ N M O N M O R N M m r CJ N N N O N O N � th M M t7 M M M M M c+NJ M M N N N N N N N N N N N N O _ y y y Z � CA w Cc n O� o� c� a_ o M U � z � a Ln a co� c� Revisions Q 1. COM PLAN REVIEW 12.2.21 SS oNAL o G\S C a 68 12/02/2021 OF ✓TgTf �OP�o 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,elinrary Plat Preliminary Plat Street A DWIuDIA )- APPROVEEDDD OAR 09115 22 rum 1 I PP-03 PP-03 584708E h io s \ F F —1 F —1 F —1 F cc 2— CD C ;lr 3: o B4 LIFO 5 \ o I 14111 5,000-SF o B4 1.12 I 5,000-SF o 14111 5,000-SF S I 14114 5,000-SF o B4 1.15 I 5,000SF o 14111 5,000-SF o I 64 L17EP 5,000-SF I - m� EP EP �I \ \\�CD\ I I I I I I I ACHD EASEMENT EPP EP \\— n �--------------____________ — — — — — ------ ---� I wN \ <01 } `I' SSMH-19- \\\ a a ' so' sa a C. 4,---- \� o L � \ \\ W W W W \W W W W W W W W W W W W W W W W W z \ \ w \ \ SS \ S89°19'39' SS � \ SS E 468.54' SS $$ Ss'-___ —�S _ 7n _ $$ SS SSS \\\ SS SS SS SS SS SS _ �S— SS _ SSMH-20 \\ Street B SSMH-21 ---- _ \\ 57' 6, Sa 5a Sa 50' S0 50' 2' — — — — — — — — — — �\\ F_ —1 F_ —1 F_ —1 F_ —1 F_ SSMH-222 \\ STA: 4+22.39, 2.64' L, STREET A = STA: 10+62.56, 2.50' R, STREET B N. o \ N \ II II II II II I II I I I I B1 L18 o 17 L19 - 11 L20 17 L21 - 17 L22 - B1 123 - 01 124 \ \ Bl LITI 3B903SF\ 5,722-SF 5,07 2-SF I� 5,071-SF 5,071-SF I� 5,070-SF I I� 5,070-SF I� 2,239- F N 3. 47' �, — �— — —,$03 5a — — 50' 50 Sa — 50 — 50 23' 47' Concept Improvements - Street B Horizontal Scale: 1" = 30' 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 M N ACHD EASEMENT � STA: 4+24.94 (STREET A) STA: 10+65.20 (STREET B) � � C v _ 0 30' 60' STREET B: Sta. N � fY] C7 N N J W O O N N M LL) PROPOSED GRADE AT CENTERLINE (n N ¢ R N 0.56% -0.41% ' c� W N w _ -0.62%-048% — 7EXISTING GROUND AT CENTERLINE 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 SSMH-21 STA: 4+22.39, 2.64'L 48-IN MH PER ISPWC SD-501 RIM: 2529.47± SSMH-20 STA: 8+19.43, 2.50'R DEPTH: 10.32' IE IN: 2519.26, 8-IN PVC (S) SSMH-19 48-IN MH PER ISPWC SD-501 RIM: 2530.82± 48-IN MH PER ISPWC SD-501 STA: 5+78.43, 6.86'R DEPTH: 12.85' IE OUT: 2519.16, 8-IN PVC (W) IE IN: 2518.06, 8-IN PVC IQ — STA: 5+46.55, 6.86'R RIM: 2532.14± RIM: 2532.30+ DEPTH: 15.37' IE OUT: 2517.96, 8-IN PVC (W) IE IN: 2516.87, 8-IN PVC (E) DEPTH: 15.80 IE IN: 2516.61, 8-IN PVC (SE) IE OUT: 2516.77, 8-IN PVC (NW) IE OUT: 2516.51, 8-IN PVC (N) EXISTING GROUND ELEVATION ELEVATION GRADE AT I CENTERLINE I FPROPOSED AT CENTERLINE N r v W rn t7 O N v N O u� O W r y m 0 O T o T j T o� T v O T u� r T O T ao O� 0 N m 0 O m O O v O O rn O O O N m -m N -m N N -m N N m N N N O O O O O O O O O O O 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 N 4+80 -11 +40 HORIZONTA VERTICAL SCALE..: SCALE:1" 1" _ 30' ' 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 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 7, wi- / Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. LAND =GROUPca COD CJ co CD co Cz cc 0 O _ y CO) y n _ i� — U � z � a a C-)� Revisions 10 1. COM PLAN REVIEW 12.2.21 yStONAL EN a . 68 12/02/2021 114 OF 9W. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,elimirary Plat Preliminary Plat Street B DWIuDIA )- APPROVEEDDD ChM, 0911522 FUKM RF 11-mn I P_ \ - I 50 50, 50' 26Y 23, 36,475-SF / 65' CA C \ _ T - 13 L46 - I 11111 5,000-SF JJJ""" - 83 L48 5,000-SF - B3 L49 I 4,986-SF B3 L50 5,640SF m 5.152-SF I qI/ I ACHD EASEMENT 0 ACHD EASEMENT I a3 L12 / / STA: 3+93.50 (STREET C) STA: 5+73.83 (STREET D) I — — — — L L J 6,042-SF J J _ 4' 46' - 50' S0' 55' SSMH-16 \ \ / W W W 3+00 — SS SS SS— 4+00 W W W — SS SS W W 5+00 SS W — SS W W — SS W W 6+00 SS - SS W W W SS S,."—� Rs — SSMH-17 05 7 %/ 9p�s —IJi 41 —III I33' on an N I pr � \ I �6. BCD 32 i/ SSMH-15 Street C R 12'---_—Sp --—— --- 50---- -- 50' --- --- 50---- --- 50'-- ---50' --- —r-26' — -1 F -1 F — — — — — — I SSMH- 14 S o B4 L8 34 U B4 L6 \ 64 LS 34 L4 A L3 84 L2 34 L1 5,000-SF I 5,000-SF o 5,000-SF I I 5,000-SF I 5,000-SF I 5,11 � I o 5,000-SF \IT 4,958-SF 64 19 B-S � F L —1 L L —1 L —1 L L L —1 L— \� 50' 50' 50' 50' 50, 50' 50' 50' PP-03 Concept Improvements - Street C Horizontal Scale: 1, = 30' 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 O N STREET C: Sta. 3+00 - 8+40 HORIZONTA SCALE: 1" 30' VERTICAL SCALE: 1" _ ' GB STA: 3+00 EL: 2531.30 PROPOSED GRADE AT CENTERLINE - j -0.54% -0.50% -0.50% 0.57% EXISTING GROUND AT CENTERLINE 25, SMH-13 w � 1 S 41 Ba�L1p� co 5,780-SF I M7W7CH7 nwnw\` PP-03 0 30' 60' -t ---- - - - - -0i46% 70510%� 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 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 60-LF OF 8-IN PVC AT 0.60% 300-LF OF 8-IN PVC AT 0.45% SSMH-13 120-LF OF 8-IN PVC AT 0.45% I SSMH-14 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 7+54.70, 2.83113 STA: 6+91.08, 2.46111 RIM: 2528.81± SSMH-15 RIM: 2529.11 ± DEPTH: 12.26' 48-IN MH PER ISPWC SD-501 DEPTH: 13.02' STA: 3+91, 2.50'R IE OUT: 2516.55, 8-IN PVC (NW) IE IN: 2516.19, 8-IN PVC (SE) RIM:2530.77± DEPTH:16.13' IE OUT: 2516.09, 8-IN PVC (W) IE IN: 2514.74, 8-IN PVC (IN) IE IN: 2514.74, 8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION i r PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE O r aD OD C9 f� tD N D LL") f� f� OD OD OD O OD N Q1 t2 m N O N O CJ � O) a0 t0 ch O a0 R M O W r <D N O N O N O N O N O N O N O N O "i N O N O N O N O N O COJ � �� m 6 M N N N N N N N N N N N N N N N N Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF dP- ���01 THE LANDPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. MOMCHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. O y _ _ CO) y c Z � lam n _ _cc CL cc o CJ CD co co CD co Cz CD z � a Ln a C-)� c� Revisions Q 1. COM PLAN REVIEW 12.2.21 yStONAL EN G\S C 68 12/02/2021 ✓TgTf OF �OP�o l W. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P'elinrary Plat Preliminary Plat Street C PP-03 Concept Improvements - Street C Horizontal Scale: 1, = 30' 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 O N STREET C: Sta. 3+00 - 8+40 HORIZONTA SCALE: 1" 30' VERTICAL SCALE: 1" _ ' GB STA: 3+00 EL: 2531.30 PROPOSED GRADE AT CENTERLINE - j -0.54% -0.50% -0.50% 0.57% EXISTING GROUND AT CENTERLINE 25, SMH-13 w � 1 S 41 Ba�L1p� co 5,780-SF I M7W7CH7 nwnw\` PP-03 0 30' 60' -t ---- - - - - -0i46% 70510%� 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 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 60-LF OF 8-IN PVC AT 0.60% 300-LF OF 8-IN PVC AT 0.45% SSMH-13 120-LF OF 8-IN PVC AT 0.45% I SSMH-14 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 7+54.70, 2.83113 STA: 6+91.08, 2.46111 RIM: 2528.81± SSMH-15 RIM: 2529.11 ± DEPTH: 12.26' 48-IN MH PER ISPWC SD-501 DEPTH: 13.02' STA: 3+91, 2.50'R IE OUT: 2516.55, 8-IN PVC (NW) IE IN: 2516.19, 8-IN PVC (SE) RIM:2530.77± DEPTH:16.13' IE OUT: 2516.09, 8-IN PVC (W) IE IN: 2514.74, 8-IN PVC (IN) IE IN: 2514.74, 8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION i r PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE O r aD OD C9 f� tD N D LL") f� f� OD OD OD O OD N Q1 t2 m N O N O CJ � O) a0 t0 ch O a0 R M O W r <D N O N O N O N O N O N O N O N O "i N O N O N O N O N O COJ � �� m 6 M N N N N N N N N N N N N N N N N Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF dP- ���01 THE LANDPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. MOMCHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. O y _ _ CO) y c Z � lam n _ _cc CL cc o CJ CD co co CD co Cz CD z � a Ln a C-)� c� Revisions Q 1. COM PLAN REVIEW 12.2.21 yStONAL EN G\S C 68 12/02/2021 ✓TgTf OF �OP�o l W. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P'elinrary Plat Preliminary Plat Street C GB STA: 3+00 EL: 2531.30 PROPOSED GRADE AT CENTERLINE - j -0.54% -0.50% -0.50% 0.57% EXISTING GROUND AT CENTERLINE 25, SMH-13 w � 1 S 41 Ba�L1p� co 5,780-SF I M7W7CH7 nwnw\` PP-03 0 30' 60' -t ---- - - - - -0i46% 70510%� 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 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 60-LF OF 8-IN PVC AT 0.60% 300-LF OF 8-IN PVC AT 0.45% SSMH-13 120-LF OF 8-IN PVC AT 0.45% I SSMH-14 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 7+54.70, 2.83113 STA: 6+91.08, 2.46111 RIM: 2528.81± SSMH-15 RIM: 2529.11 ± DEPTH: 12.26' 48-IN MH PER ISPWC SD-501 DEPTH: 13.02' STA: 3+91, 2.50'R IE OUT: 2516.55, 8-IN PVC (NW) IE IN: 2516.19, 8-IN PVC (SE) RIM:2530.77± DEPTH:16.13' IE OUT: 2516.09, 8-IN PVC (W) IE IN: 2514.74, 8-IN PVC (IN) IE IN: 2514.74, 8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION i r PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE O r aD OD C9 f� tD N D LL") f� f� OD OD OD O OD N Q1 t2 m N O N O CJ � O) a0 t0 ch O a0 R M O W r <D N O N O N O N O N O N O N O N O "i N O N O N O N O N O COJ � �� m 6 M N N N N N N N N N N N N N N N N Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF dP- ���01 THE LANDPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. MOMCHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. O y _ _ CO) y c Z � lam n _ _cc CL cc o CJ CD co co CD co Cz CD z � a Ln a C-)� c� Revisions Q 1. COM PLAN REVIEW 12.2.21 yStONAL EN G\S C 68 12/02/2021 ✓TgTf OF �OP�o l W. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P'elinrary Plat Preliminary Plat Street C Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF dP- ���01 THE LANDPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. MOMCHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. O y _ _ CO) y c Z � lam n _ _cc CL cc o CJ CD co co CD co Cz CD z � a Ln a C-)� c� Revisions Q 1. COM PLAN REVIEW 12.2.21 yStONAL EN G\S C 68 12/02/2021 ✓TgTf OF �OP�o l W. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P'elinrary Plat Preliminary Plat Street C DWIuDIA )- APPROVEEDDD oh1E 0911522 rum 11- I -.ddbbb- Sheet Notes: _ PP-08 PP-07 PP-04 T H E 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF �!� / I I I PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED :; LAND B3 L32 \ I o B3 L43 \ B3 L47 100, DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. . y I / /s,00asF s,oOosF I I s,00asF \ \,000-SF-sF I I � T CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BEEXPECTED. == GROUP j FSF co CD � — \ / \� J Iw o 64 LS I h.rt T IDO' 5.000-SF 1fq 100' 1"' _ACHD EASEMENT �� \\ ��� �� B L30 1 _ � _ 133 L31 y > B3 L44 _ B3 Lob — 5,0 'n Z 5,OOaSF y 5,OOa5F o Z 5,000-SF I 100� — I� �1 / 15 STA: 0+00.00 STREET D N I FSF ( ) a STA: 3+26.83 (STREET D) \� a - I STA: 4+90.53 (STREET GF) _ w STA: 0+00.00 (STREET E) LL' I� B4 Lfi — — 100, = 100 I - w �'�" 5.000-SF -- -- -- -- -- ---- ti a. ti� STA: 3+93.50 (STREET C) \ 240vV \tj 160' / STA: 5+73.83 (STREET D) . — ] 100, \ I \ I M M M M M'* M M M M M M M M ' MGM __, M M M M M MGM M M 14 \ o FSF \ SS SS SS SS SS SS SS SS SS A-- SS SS SS 0 SS - �Ss - SS SS SS SS �� SS -"SS SS o 54L7 SSMH-07 / Street D SSM 10 / 000-sF i r� y - - / -- -- - n>: �SSMH-151L26_/STA: 3+91, 2.50, R, STREET C -FSFI>4 - � -> /�STA: 5+76.33, 2.50' R, STREET D d / � w B4 LS SSMH-07 w 2a i e z / 175 s,00osF -STA: 0+02.50, 2.50' R, STREET D =- .N ¢ — — / _ STA: 5+88.03, 2.50' R, STREET F o i / 11-00, — �2 6, ACHD EASEMENT . SSMH-06 PF49 - PP-03 O Concept Improvements - Street D Horizontal Scale: 1" = 30' 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 STREET D: Sta. -0+30 6+60 HORIZONTAL SCALE:1" VERTICALSCALE: 1" = 30' ' PROPOSED GRADE AT CENTERLINE 0.50% --- ---- 0.02% ---- -------------- EXISTING GROUND AT CENTERLINE 327-LF OF 8-IN PVC AT �P�- SSMH-07 48-IN MH PER ISPWC SD-501 STA: 5+88.03, 2.501R RIM: 2527.89± DEPTH:16.03' IE IN: 2511.96, 8-IN PVC (E)- IE IN: 2511.96, 8-IN PVC (S) IE OUT: 2511.86, 8-IN PVC (W) SSMH-10 48-IN MH PER ISPWC SD-501 STA: 3+29.33, 2.50113 RIM: 2529.29± DEPTH: 15.86' IE IN: 2513.53, 8-IN PVC (E) IE IN: 2513.53, 8-IN PVC (S) IE OUT: 2513.43, 8-IN PVC (N) 247-LF OF 8-IN PVC AT 0.45% 0 30' 60' SSMH-15 48-IN MH PER ISPWC SD-501 STA: 3+91, 2.50'R RIM: 2530.77± DEPTH: 16.13' IE IN: 2514.74, 8-IN PVC (W) IE IN: 2514.74, 8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINEI AT CENTERLINE F th N O V p> n N^ Q! f0 N O> W Q! r N.6 O N O> O N O N V N R oo N O �,.� O N f• oo N W O N O O N O N CJ O N V N lD O N O N O O O N tr O O R N O N R r O N O O (O O O N N c7 N N N N N N N N N N N N N N N N N N N N 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 y _ y y ca v Z � In CA cc cc oco � co a_CJ CL) cc) U M z � a Revisions 10 1. COM PLAN REVIEW 12.2.21 ysoNAL EN a e 68 12/02/2021 ✓TgTf OF 9�ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,elinrary Plat Preliminary Plat Street D -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 DWIuDIA )- APPROVEEDDD ChM, 0911522 rum 1 I 06 _ _-1 F _ _-1 F _ _ sa, 41 / 41T 133' $ I B3 L31 I o B3 1_32 a 11111 I o B3 L34 B3 L35 I y 5,000-SF 5,000-SF 5,000-SF 5,001SF 5,682-SF .3131 o I 4,630SF B3 L36 CD I ,- 4.868-SF �m p STA: 3+26.83 (STREET D) \ 0+00.00 (STREEJ) l - ' J L 15,WSFI� J / / _ I \ 17, �V—W__l'W W W W W W W W W 4/ I _ S8919'39"E 227.03' _ SS T SS SS SS SS SS SS SS SS �_� W� W \ SS �� SS S81°79'39" f \ Street E SSMH-11 �� E 136.20' W W _J ( \ \ �s I � � ss `I' I 4' 46' W 50 43' 2' - — — 19, _ _ — _ STA: 3+80.50 1 f ti 46, SSMH-10 4' SSMH-12 D STA: 3+29.33, 2.50' R, STREET D = c STA:-0+02.50, 2.50' R, STREET E— 4CHDFA8, o 43E I o 5,000QSF o 5100045E I o SB3 5,000B3 L40 8 5-SF I� I 5T I I I 5.000-SF ACHD EASEMENT 3 L45 IF B3 L39 / \\ L-1 L / I I 5,447-SF I- I I W 133 L38 \ 2 - 50' 50' "1 21 23' \ G 51 \ I PP' 06 65, Concept Improvements - Street E 30' 60' Horizontal Scale: 1" = 30' 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 STREET E: ta. -0+60 4+80 HORIZONTA VERTICAL SCALE:1" CALE: 1" = 30' T Ul PROPOSED GRADE AT CENTERLINE 1.01 % 0.50% -0.43% — — — — f — — — — --- — — — — — — — — --- — — — — --- — — — — — — --- — — — — --- — — — EXISTING GROUND AT CENTERLINE 238-LF OF 8-IN PVC AT 0.45% SSMH-10 48-IN MH PER ISPWC SD-501 STA: 3+29.33, 2.501R RIM: 2529.29± DEPTH: 15.86' IE IN: 2513.53, 8-IN PVC (E) IE IN: 2513.53, 8-IN PVC (S) IE OUT: 2513.43, 8-IN PVC (N) 154-LF OF 8-IN PVC AT 0.6U'7 2538 2535 0 + CV R � O 2532 m� �w -0.29%__ ------ 2529 2526 2523 2520 2517 SSMH-12 48-IN MH PER ISPWC SD-501 SSMH-11 STA: 3+90.18, 2.50'R 48-IN MH PER ISPWC SD-501 RIM: 2528.20± STA: 2+36.01, 2.48113 DEPTH:12.58' RIM: 2529.10± IE OUT: 2515.63, 8-IN PVC (W) DEPTH: 14.49' 1 IE IN: 2514.70, 8-IN PVC (E) IE OUT: 2514.60, 8-IN PVC (W) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE O O O O N N O M O M M O M V V IC1 n N O C7 u-i O CA T O N M V M N O CA O � O T V N O N N O N O N O N O N O N O N O N N 0 N o6 N C6 N N N N N N N N N N N N N N N N N 2514 2511 2508 2505 -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 Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. FrP LAND GROUP O _ y CO) y c Z � n cc cc 0 o E co co a_ CD co 0 U CD z � a Ln a cy)� C� Revisions Q 1. COM PLAN REVIEW 12.2.21 ysoNAL EN a c 68 12/02/2021 OF ✓TgTf \OP�o 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P'elinrary Plat Preliminary Plat Street E PP-07 D APPROVED ChM, 0911522 rum 11- I 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 N 03 1-72 50, 50, 50' 50 50, \ 50' 1. 7' 7\;�828-SF `t' / \ / 15' \ \ SB00SF \ I 5,000-SF 500-SF I 5g00-SIF 5, 00-SF 5000SF 5B000SF o /�I 41 II I I I II I II I II�� L L ------------ -- ------ STA: — 4+9053 (STREET GF) --- ------- J -------- J L� ------- -- J ------- J 20'� LLL 1 50 50' 1 50' I I I I I I50' 50' 50 8' -W W W W W a 0 a SS SS SS SS w � w w W •. - - - � � Sheet Notes: \ � :-':THE 48, \ q, \ \� 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF \ PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED .LAN D DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. `\ CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. • GROUP ss' 03 L20 I 5,532-SF I B3 L22 \ Irn I 83 121 I 4,850-SF \ 4,875-SF I y 33' 2 \ � 3 32' 18' P� \ � � \ of —W W W W W W W W W W W W cc W N w —WSW — SS SS SS SS SS SS SS SS SS SS W �W� Street F SSMH-OSS—SS=�M'_—SS 1�19'39"W 135.93' W W ) 42' 41 SSMH-07\ STA: 0+02.50, 2.50' R, Street D — STA: 5+88.03, 2.50' R, Street GF �I 4� C-32 22' 4_--- 46' 50' 50' 43' ;P --- ----- Io I o F W0-SF �I S,000SF�5,000-SF \ 5,000-SF 5B 3 SF to \fit I J � 50' 50' 50' 50 25' 23' 2 ACHD EASEMENTI/ H l vi w 3 � � PP-O6 , opi� Concept Improvements - Street F Horizontal Scale: 1" = 30' STREET GF Sta. 4+80 -11+10 HORIZONTAL VERTICALSCALE: SCALE: 1" 1" _ 30' ' GB STA: 5+90.53 GB STA: 6+34.03 EL:2527.91 EL:2528.12 / � PROPOSED GRADE AT CENTERLINE 0.50% 0.50% _ 0.67% 0.50% 0.46% _ OF 8-IN PVC AT 0.45 % I SSMH-07 48-IN MH PER ISPWC SD-501 STA: 5+88.03, 2.50'R RIM: 2527.89± DEPTH: 16.03' E IN: 2511.96, 8-IN PVC (E)— E IN: 2511.96, 8-IN PVC (S) IE OUT: 2511.86, 8-IN PVC (W) EXISTING GROUND AT CENTERLINE 288-LF OF 8-IN PVC AT 0.45% SSMH-08 48-IN MH PER ISPWC SD-501 STA: 8+76.10, 2.48'R - RIM: 2526.86± DEPTH: 13.61' IE IN: 2513.35, 8-IN PVC (E) IE OUT: 2513.25, 8-IN PVC (W) \ ss B 6 STA: 10+20.32 ACHD EASEMENT" SSMH-09 *y I -y 03 L25 % / Ir I 5,527S= F - 03 L23 J I I 4,732S1 I / I .V I I � J L— I I / _ y CO) y CID CM) M J J. n _ C _cc CL cc o Cl) a_CO3 CL)M 00 CID U 2- Cz z Cz a Ln a C-)� c� Revisions A 1. COM PLAN REVIEW 12.2.21 ysoNAL EN � G\S C a e 68 12/02/2021 OF ✓TgTf �OP�o 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Palinrary Plat Preliminary Plat Street F OF 8-IN PVC AT 0.60% 0 30' 60' 2538 2535 -� 2532 0 + o, 0 Q N CjN C7 W 2529 SSMH-09 48-IN MH PER ISPWC SD-501 STA: 10+30, 2.50113 RIM:2525.98± DEPTH: 11.71' IE OUT: 2514.27, 8-IN PVC (W) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINEI F AT CENTERLINE mr- M O c0 c0 c6 O eD R M O O� cM N W � W(O � 6 fp � 6 f0 0 O 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 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 2526 2523 2520 2517 2514 2511 2508 2505 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 DWIuDIA )- APPROVEEDDD oh1E 0911522 rulnxR:11- I I 32 L4 I o' P to I 33 L9 I _ \ I 33 L15 1 1 v I I 5,00111 \ I I I 5,000-SF I i\\\-- 5,000-SF l -- ---\--ICI CD 100' 100, CD 100' \ F I I h I \ I 32 L3 I I£I a I 33 L10 a 33 L14 \ \ s,000-sF Lb 5,900-SF 5,0o0-SF 100, 100, 100 -----ICI IF —I---- —1 F--//--ICI 32 L2 I h I _ I B3111 I o I � /33 L13 I en 5,000-SF I I I 5,000SF I I / 5,000-SF I---/--- � 10_0' 100' � U 200 a o o �7 Igo 8' 8' _ B2L1> ACHD EASEMENT N I ACHD EASEMENT 4133112 -/ 3�14-SF-SF y 2s28-);�/ > z ao' I i.1 6 / � � a P_ c STA: 0+00.00 (STREET D) \ s STA: 4+90.53 (STREET GF) =; TI M M M M M>\ Ie Q! _ NOO°40'21"E 573.83' — SS SS SS SS SS Street D MPd Z SSMH-07 w I —STA: 0+02.50, 2.50' R, STREET D =— r — Nw— — STA: 5+88.03, 2.50' R, STREET F o I / Q II // III / 1/ )1 SSMH-06 lr/ i M—FF M M M M / M M M M M( M M S00°40'21"W 327.00' M M 5 4 5 9 / L — SLS\ SS SS SS SS SS SS SS SKeklik SS SSMSS H-02 N Ave - Al 50' 50 50' S0' S0' T -SSMH -01 STA: 2+23.50 (N. KEKLIK AVE.) TA: 0+00.00 (STREET HI — —7111,7777--- _ _ _ _ + _ _ SSMH-05 Ir / _ _ _ _ _I — I I I_ I_ I I_ I_ \ \ 6,555-SF I` I ) I 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 2502 N Concept Improvements - N Keklik Ave Horizontal Scale: V. = 30' STREET GF Sta. 0+60 - 5+70 HORIZONTA VERTICALSCALE: SCALE: 1" 1" _ 30' ' 0 +� o � c ~� c m C7 u 0.57%4 --- — FPER 126-LF OF 8-IN PVC AT PWC SD-501 .50'R IE IN: 2509.32, 8-IN PVC (S) IE OUT: 2509.22, 8-IN PVC (N) OF 8-IN PVC AT 0.45% OF 8-IN PVC SSMH-05 48-IN MH PER ISPWC SD-501 STA: 4+42.99, 7.94'R RIM: 2526.92± DEPTH: 15.94 IE IN: 2511.07, 8-IN PVC (SE) IE OUT: 2510.97, 8-IN PVC (N) 13-LF OF 8-IN PVC AT 0.45% 48-IN MH PER ISPWC SD-501 STA: 4+77.10, 6.86'R RIM: 2527.17± DEPTH:15.92' - IE IN: 2511.35, 8-IN PVC (E) IE OUT: 2511.25, 8-IN PVC (NW) 31 L9 33,162-SF 0 30' 60' PROPOSED GRADE AT CENTERLINE 0.50% 0.50% 0.67%-- ----... VEXISTING GROUND AT CENTERLINE 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 2502 u7 O Lf1 O M m N O N LLS 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 O N C O r O N N N N N N N N N N N 48-IN MH PER ISPWC SD-501 STA: 2+26, 4.509 RIM: 2525.84± DEPTH:15.96' IE IN: 2509.99, 8-IN PVC (E) IE IN: 2509.99, 8-IN PVC (S) IE OUT: 2509.89, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINEI F AT CENTERLINE r O O> O> a0 O N M M M R V7 N N N N N N N N N N N N N N N N N N T r T M V7 N N N N N N Sheet Notes: 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF ��� PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSEDLAND DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. =_GROUP CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. O y _ F2 CO) y c Z � lam CO) n cc cc o CD co co a_ CD co 00 Czz � a t� a C-)� c� Revisions Q 1. COM PLAN REVIEW 12.2.21 ysoNAL EN a e 68 12/02/2021 OF ✓TgTf \OP�o 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,elinrary Plat Preliminary Plat Street N Keklik Ave 0\PR/TBM 1 Sheet Notes: _ 12"G 12"GIRR 1EIRR SSMH-24 12"GIRR '� - T H E APPROVED i _� \ _ _ — _ 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF �� j� — — — — — — — — — — — — — — — — — — — — — — — — — — PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED ., LAND 09/15122 \ 110' / 40' So' 50' 50, 50' 50' 50' 50' 52 50' 50, �' —AT V — — Z V A DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. rum ��� \ \ v \ 3 CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. r'sr� SSMH -01 1 w V\ _ Q B3 LI GROUP 507-SF CUT 4.59aSF I I I m�� v I I A I 62uz _ $' �.� I I I I I I I I I I I I I \/ � I � .� 3.- - _ ACHD EASEMENT \' B2 L7 \1' o 12 L2 12 L3 62 L4 \ 132 L5 B2 L6 B2 L7 B2 1_8' a 2 L10 B2 L71 J, II Qi I b� =00 110'3,914�SF S,OoOSF 5,000-SF S,000SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF _ I 5,70-SF I 5,NOSF I _ _� __ �63L2�' B, L2 \ I I III _ I I \_ I __ I " w 2 I \ \\ I �' I� 5,000-SF I 5.492-SF w \� L I \� � .� n — I 2525 I 5,200-SF I IN J J � /� J E J w L L \\ w' I -SSMH-25 I�L� � w r �I �- ----5-0'-- ---S0"---S0----—--S2' g / 1p —J, N---5——----- — 20' 0 ---- W W W W W W W W W W W W W W W WSW W I W W W W W WSW6x�0 0400 1+00 2+00 3+00 -_4+00 5+00 / s,487SF IIII SS SS + SS S SS �— jS~ SS St $$ S SS SS SIS SS S% SS SS — 3S SS \ /�4 I �5.37asF w w �N I w SSMH-02 I - Street H SSMH-03 / STA: 2+26, 4.50, R, N. KEKLIK AVE. = II 3 SSMH-04 1 _STA:-0+04.50, 2.50' R, STREET HJ N 1 9g R W24� 110 20' 1 1 1 1 1 1 50' S, 111 F 50'50' FT"5050' 60 y--s -- --- -- --- — --- —— — -- --_ _ — --- --- IjR----iiIRR�--�If�R STA: 2+23.50 (N. KEKLIK AVE.) STA: 0+00.00 (STREET H) - — �_ _ _ _ \ \ \ B, L4 — I III N � � \ 41 y I SBOOOSF — I 5,000-SF 5 5,000 -SF 5 000-SF 5,000-SF 5,000-SF 5,000-SF I - + \ \ �\ \\ \I� \1' `1q `I' `I' \I' \V .^ 'a B, LS I III _ �� �. � 41 \A CCI 5476-SF --2526--_ \11so 2526 \ ^\ — — — — — — — — --� \ 3 N 63uz o' so' so sa so' 43' r w w o 718288E PP-09 y _ Concept Improvements - Street H 3°' Horizontal Scale: 1" = 30' Q ca 2535 2535 I 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 2502 STREET H: Sta. -0+60 7+80 HORIZONTA VERTICALSCALE: SCALE: 1" 1" _ 30' ' O N } N O � O � h + O F- ± H O u1 q c VJ N O N CD W CA + C C13 W m C.R J W Q cc rt PROPOSED GRADE AT CENTERLINE 0.50% 0.05% — — — — -0.50% O.g3% EXISTING GROUNt T CENTERLINE I OF 8-IN PVC AT SSMH-02 48-IN MH PER ISPWC SD-501 STA: 2+26, 4.501R RIM:2525.84-+ DEPTH: 15.96' IE IN: 2509.99, 8-IN PVC (E) IE IN: 2509.99, 8-IN PVC (S) IE OUT: 2509.89, 8-IN PVC (N) STRUCTURE - (44) 48-IN MH PER ISPWC SD-501 STA: 2+99.17, 2.509 RIM: 2525.94± DEPTH:14.59' IE IN: 2511.46, 8-IN PVC (E) IE OUT: 2511.36, 8-IN PVC (W) 257-LF OF B-IN PVC AT O 0 M M � } M O O CO (n N N r0 J C7 W C7 W 0.78% 0.78% _ — rr STRUCTURE - (43) 48-IN MH PER ISPWC SD-501 STA: 5+56.35, 2.50'R RIM: 2526.32± DEPTH: 13.32' IE OUT: 2513.00, 8-IN PVC (W) 85-LF OF 8-IN PVC AT 0.60% SSMH-25 48-IN MH PER ISPWC SD-501 STA: 6+37.05, 5.98'L RIM: 2526.62± DEPTH: 5.96' IE OUT: 2520.66, 8-IN PVC (N) I SSMH-24 48-IN MH PER ISPWC SD-501 STA: 7+22.06, 5.98'L RIM: 2527.64± DEPTH: 7.49' IE IN: 2520.15, 8-IN PVC (S) IE OUT: 2520.22, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE c+� c+� m c+� ao rn v w v rn v rn v rn rn M o v ao v ao N O N CA N O r M N V N In M M N M r M CA C7 0 CD O Ln O M O M [D CA �2 N O L[) CA O N N V [D (DN N N (D N N N N N N N N N N N D D D O O N N N N N N N � N � N iyy N u'i N u'i N iyy N iyy N iyy N � N � N iyy N � N u� N iyy N iyy N iyy N iyy N u� N � N iyy N iyy N � N iyy N iyy N iyy 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 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 2502 -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 y c In CA cc i� C cc o E 00 a_ Cl) a)� UM— a z � Ln C-)� a _ �� Revisions Q 1. COM PLAN REVIEW 12.2.21 EN yStONAL G\S C 68 12/02/2021 ✓TgTf GF 0P�o 9�ESW.� Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,elinrar,,Plat Preliminary Plat Street H DUEIuDIA —) Property Owner: APPROVED u E„�22 ACCLIMA INC. C/O SCOTT ANDERSON 1763 W MARCON LANE MERIDIAN, ID 83646 Project Description (Lot 2 Block 5) 5.86 ACRES I ME ZONE I RESEARCH AND DEVELOPMENT FACILITY 128,000 SF OFFICE SPACE A. LANDSCAPE BUFFER CALCULATIONS (PER ME ZONE AND ENTRY WAY CORRIDOR DESIGNATION): BUFFER REQUIRED BUFFER PROVIDED FUTURE HWY 16 35-FT 35-FT MCDERMOTT 35-FT 35-FT B. BUILDING SETBACKS AND DIMENSIONAL STANDARDS (PER ME ZONE) REQUIRED PROVIDED (INCL BUFFERS) INTERIOR SIDE: 0-FT ±53-FT FRONT 0-FT 35-FT REAR: 0-FT ±72-FT BUILDING HEIGHT: 65-FT <65-FT C. PARKING REQUIREMENTS (PER ME ZONE) REQUIRED PROVIDED STANDARD SPACES (1 PER 500 SF) 56 SPACES 56 SPACES ADA SPACES 3 SPACES 3 SPACES BICYCLE SPACES (1 PER 25 STD) 3 SPACES 4 SPACES CALLOUT NUMBERS COORDINATED Keynotes: TO NUMBERED NOTES BELOW. 1. 35-FT LANDSCAPE BUFFER PER TITLE 11, CHAPTER 3, ARTICLE B. 2. 20,000-SF RESEARCH AND DEVELOPMENT FACILITY, INCL ADMINISTRATIVE OFFICES 3. ±12,000 SF RESEARCH AND DEVELOPMENT GREENHOUSE AND ±8,000 SF TENANT OFFICES 4. 6-FT FENCE 5. ENTRY PLAZA 6. ACCESS GATE 7. DELIVERY AND LOADING AREA 8. OUTDOOR IRRIGATION TEST PLOTS 9. 5-FT DETACHED SIDEWALK 10. MAINTENANCE BUILDING 11. BICYCLE RACK Material Legend: ASPHALT PAVING STANDARD CONCRETE FLATWORK GRAVEL SURFACING LANDSCAPE AREA Fencing Legend: X X X 6-FT FENCE + + + LANDSCAPE BUFFER AREA B3 L4 P11 2 ASE --______--=-_-------_-=; ,- 13111 I I WL7 I I 4594-SF --�� - J L - -1 _ ====PHASE 1- PHASE 2 _FUTUREITD _ R/GHT -OF-WAY (Hwy 16 L OT 1 BLOCK 5 I END + + + + + 'ix ... ;vv,v;vvvv,v,; ,vvvvv ,v v vvvvv,vvvvv,v,,vvvv�vv 76.11' Ifle ------ O ---- -� EP Preliminary Plat-Acclima Concept Plan Lot 2 Block 5 Horizontal Scale: 1" = 50' BS L1 341,292 FS 00 o°o°o°o° 0000 �o°o°o°o o0 °o°o°o° 00000000000 x 00000000000000 Q'� 0000000000000 o o o 00000000000000 0000000000000 00000000000000 Q Q 00000000000000 0 Q Q 0 50, 100, EP FPP, i LAND -GROUP •O .y O y � y C J •� n CL. Cc CA •— O Cc C �+ v co co Cc o0 U ■� Cz a z Ln a cco Revisions zl� 1. COM PLAN REVIEW 12.2.21 Pj EIOF 1pglyo/// T.4,0 LA-16589 \ i74 �'DSCA \\\\/I III \\ Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,ehnrary Plat Preliminary Plat Acclima Concept Plan PP-11 �jQ�ERO)IANg•• APPROVED Nth O lsrzz RU Ill :--mama =1 � 1 _ s Illilll r I� 1 81 L1 \ -B7 L2 '\ I1lo-2 T _ �I 5,492-SF T r15`eI L3 I \ 5,487-SF T -481-SF \ F_ t1a- I I B7 L5 Ip�y�rpJ I_ -109'- \ �N 1 B1 L6 \\ �� 5,471-SF 1 L7 TI B7 5,494_"-SF F -11" - GIRR gg 555SF I r'_ 4T I ! AX (, -2527- I 110 \ C3 y C7 Lu W i1V w I I u CHUKAR RIDGE SUBpI 10"I IR �50' 50 50' 50' 50' X 50' 50' �1� PF3o I B2 L3 S I B2 L4 - _ •I � 62 L7 o I B2 B2 L70 0 0 5,000-SF 5,000-SF 5,0G0-SF 5,p00-SF LL{ -(2) GS . l \ 5,000SF-I 5,OGGSF 5,000SP 5,0 F� SION ....�-■ W■■ 4 1 1 ■liu 1 ■..... 1 1 uY� 1 1.■...... �=��l�t:il�M I11 I11 I11 I11 I11 I11 `� O 4,19 III 11 b ii - i u rl 1� ... ....emu ,-"� _.,.,,_ .. ...... .. • -- ��!a` 062MA, I win, 6 - AX 1 ( BD (3)� m 31 L11 38,246-SF , PF NONE,.■■■■■PA . s!ilii' �� ■ ��� 1' RiIF�•e:.a���r�' P�ii�1SI�.f`I-� 1 7L?,bp 6,751SF r -116'- Lam/ B1 L14 II 1� � 5,534-SF cc 1� U 31 L15 51475-SF 1) PF9I 1 o U1 L16 � 2Z PF 1 (Saar- 11 END' 09 NO SS {S I ,g I fig - i I 'g ■ �� ' pp ■■ / 1117w lii :I� lii lii III lii .rI lii � �j I �f�� •10.\ I 1 1 1 1 1 � 1 IP �; f� I IN J --- __ 12"GIRR RR 2 BEGIN 59'/ tll (1)PA-, 1I 2) AX t I I 1 t P.0 1) PF3 •�.. I 1) PF I•r 1 M OR 2 CS \ t 3 PP \ 3) MSS \ ?r�90.'. \ \ \ (1)OR I 1 MS B5 L1 \ �1)�A v 343,292SF v / 3) PP \ h (2) PB\ \ Block 5 �2) PA \ B / �-(4) OR \\ BS L2 \ 255,351-SF N LL. � NO ■�nas ■.on.rlo '1 ■ nl■- I onl■- 1 . n■uu' i ■ I■ � • - ono ono u■ y ■ I . .................. ®...• �o Preliminary Plat -Landscape Plan 2532 \ 0 80, 160' X CALLOUT NUMBERS COORDINATED Kevnotes: TO NUMBERED NOTES BELOW. 1. FENCING, SEE LEGEND FOR FENCING TYPE 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 4/LP-2 4. BENCH, BY DEVELOPER 5. MULTI -USE PATHWAY 6. COMMUNITY POOL AND CHANGING ROOMS 7. PEDESTRIAN BRIDGE 8. MONUMENT SIGN Legend: LANDSCAPE AREA / /j /j LIGHT -DUTY ASPHALT PATHWAY Property Owner: F- TH E A INC. 10, WE C/0 SCOTT ANDERSON C/O SC : LAND W M, LANE MERIDIAN, ID 83646 MERIDIAN, ID 83 �� -GROUP Planner, Engineer, Landscape Architect: THE LAND GROUP, INC. CONTACT: KRISTEN MCNEILL (PLANNER) CONTACT: JIM GUTE, PE (ENGINEER) CONTACT: MATTHEW T. ADAMS PLA (LANDSCAPE ARCHITECT) CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 PH: 208.939.4041 EMERGENCY ACCESS Landscape Notes: HEAVY-DUTY PAVING p 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 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 b--�� 6' OPEN STYLE METAL FENCE - o - o - 6' HIGH NOISE ATTENUATION NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. WALL, SEE DETAIL 3/LP-02 CONTRACTOR'S OPTION. 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND 6' HIGH SOLID VINYL FENCE SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" OF SMALL (1" MINUS) BARK CHIPS. Project Calculations 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY A. RESIDENTIAL SUBDIVISION TREE CALCULATIONS: CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE STREETS A-C & N. KEKLIK: 1LF 35 35 WITH SITE GRADING PLAN. STREETS & N. KEKLIK: 396 LF 40 40 8. IN ALL PLANTER BED AND LAWN AREAS, THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A STREET E:: 80 L LF 2 2 RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL STREET F: 94 LF 3 3 ORGANIC MATTER A MINIMUM OF 61NCHES INTO TOPSOIL. ALL TREE PITS SHALL BE A MIX OF SEVEN STREET H & N. ALAMEDA CR. AVE: 505 LF 14 14 PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES) AND THREE PARTS COMPOST/ORGANIC MATTER, BY TOTAL: 94 94 VOLUME. 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM' PLANTING TABLETS. QUANTITY PER B. LANDSCAPE BUFFER TREE CALCULATIONS: MANUFACTURER'S RECOMMENDATIONS. LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A MINIMUM OF 12" OF FUTURE HWY 16: 1336 LF 38 42 TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS, AND 1/2" IN LAWN AREAS. C. FUTURE HWY 16 LANDSCAPE BUFFER WIDTH: VARIES, 50' MIN; 35REQUIRED (ASSUMED ENTRYWAY 11. RE -USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF SURFACE SOIL TO CORRIDOR) PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY. TOPSOIL SHALL BE A D. E ACREAGE DEDICATED FOR COMMON OPEN SPACE (EXCL. PARKWAY PLANTER STRIPS): 7.18 ACRES. (312,928 LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SO SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON -SITE TOPSOIL E. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT:18.0% (MINIMUM 15%) DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) F. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 89 PROVIDED; 1 PER 3,707 SQ. FT (42 REQUIRED @ PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON -SITE TOPSOIL WITH METHODS MINIMUM 1 PER 8,000 SQ. FT) APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES G. SITE AMENITIES: 11 PTS 8 PTS REQUIRED MINIMUM 1 POINT PER 5 ACRES OF GROSS DEVELOPED AREA ( @ ) ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS PLANTS SODS STONES CLAY LUMPS AND OTHER H. MITIGATION FOR REMOVAL OF EXISTING TREES: 0 CALIPER INCHES (THERE ARE NO EXISTING TREES ON SITE) EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 12. IF IMPORTED TOPSOIL FROM OFF -SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS 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 PLANT SCHEDULE CONIFERS CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY PA PICEA ABIES/NORWAY SPRUCE 8' HT. B&B 12 PF PICEA PUNGENS'FAT ALBERT I FAT ALBERT COLORADO SPRUCE 8' HT. B&B 9 PF3 PINUS FLEXILIS'VANDERWOLF'S PYRAMID'/ VANDERWOLF'S PYRAMID LIMBER PINE 8 HT. B&B 4 PP PINUS PONDEROSA PONDEROSA PINE 8' HT. B&B 9 DECIDUOUS TREES CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY 0 AX ACERTRUNCATUMXPLATANOIDES'WARRENRED'TM/PACIFIC SUNSET MAPLE 2'CAL B&B 25 BD BETULA NIGRA'BNMTP TM/ DURA HEAT RIVER BIRCH 2' CAL. B&B 26 CJ CERCIDIPHYLLUM 1APONICUM/KATSURA TREE 2'CAL. B&B 5 CS CATALPA SPECIOSA/ NORTHERN CATALPA 2" CAL. B&B 8 QGS GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTERV SHADEMASTER HONEY LOCUST 2" CAL. B&B 25 0 MS MALLS X'SPRING SNOW / SPRING SNOW CRABAPPLE 2' CAL. B&B 24 IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4INCHES. 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. ACHD Landscape Plan Notes: 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE INSTALLED, SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ■0 .y y ca y � CA O F co co _ CO QJ CA U ■� Ca z a Ln a C-)� c Revisions Q 1. COM PLAN REVIEW 12.2.21 LA-f6589 IV0212021 Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Preliminary Plat Preliminary Plat Landscape Plan LP-01 IJYIBRm} NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS APPROVED 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 YEAR WARRANTY PERIOD. FILE NUBBER'ra-amzam" 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 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. 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. ROOT PROBE SOIL LINE UTILIZE SOIUROOT PROBE AROUND TRUNK (APPROX. 34" AWAY FROM TRUNK) TO LOCATE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE \ POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP X2 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC \ \ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \\\/ WRAP THE FOOTBALL, IT SHALL BE COMPLETELY \/ REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. Deciduous Tree Planting Scale: NTS REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. PREVAILING WIND DIRECTION TREE WRAP TRUNK PROTECTION, REMOVE AFTER INSTALLATION RUBBER CINCH TIE 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. MULCH LAYER, KEEP MULCH 3" AWAY FROM \ TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. \ FINISH GRADE ,\ �, • \ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS 2x ROOTBALL DIAMETER 3x ROOTBALL DIAMETER NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. < 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 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 c PREVENT SLIPPAGE. d 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. ROOT PROBE - D SOIL LINE UTILIZE SOIL/ROOT PROBE AROUND TRUNK _ (APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE 3"— HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. \ REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP Y2 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC \ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE FOOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE FOOTBALL. Coniferous Tree Planting Scale: NTS 6' High Noise Attenuation Fence Scale: NTS 0 SET FOOTBALL ON NATIVE UNDISTURBED SUBSOIL REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. PREVAILING WIND DIRECTION RUBBER CINCH TIE 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. \ \ FINISH GRADE / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS 2x ROOTBALL DIAMETER 3x ROOTBALL DIAMETER 0 SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL E-1 A -� Natural Play Supporting Imagery Scale: NTS Dry Creekbed Supporting Imagery Scale: NTS I LAND WEE GROUP ■O .y CO) COD y J C CL. Cc y •— C O Cc E_ "T C CD ch CD 00 C) M C.) ■� CM z Cz a to a co c� Revisions Q 1. COM PLAN REVIEW 12.2.21 p'(EIOF /0 qy / T. LA-18589 - //iZ�?NDscA� �\�� VJ02/2021 Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Preliminary Plat Preliminary Plat Landscape Details R ZI- (�j�ERO)IANg- APPROVED CAME oWis¢z FUNUABFR:�- LOT BOUNDARY FENCE RESIDENTIAL BACKYARD RESIDENTIAL LOTS North Landscape Buffer - Connection to Chukar Ridge Subdivision Scale: NTS Roadside Swale 10-FT ASPHALT PATH LANDSCAPE SWALE 6-FT HIGH NOISE ATTENUATION WALL ON TOP OF BERM 6' HT BERM J 50' ± LANDSCAPE Scale: NTS NATURAL AREA AND STORMWATER FEATURE INTERPRETIVE BOARD COMMUNITY PATH n o IIwi VFW• CUL-DE-SAC I PLANTER STRIP 5-FT DETACHED I SIDEWALK LANDSCAPE SWALE AND COMMUNTIY PATH LOT BOUNDARY FENCE RESIDENTIAL LOTS — .y l�-F..t 4,1\ftw�woxi 10-FT MULTI -USE PATHWAY ! SWALE AND DRAINAGE BASIN RESIDENTIAL SIDE YARD 1 McDERMOTT ROAD (HWY 16) EASEMENT — NATURAL PLAY FEATURE NATURAL PLAY AREA LANDSCAPE BERM �\ /F_2r � �40w, N LAND GROUP O ■ .y ■ y C.3 M J CD CACIO co ■- OCc '31 Q cc o0 U _ ■� Cz z a C7 Revisions 1Q 1. COM PLAN REVIEW 12.2.21 \V�111111///2 .1E OF �p LA-16589� 12/02/2021 Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: PreliminaryPlat Preliminary Plat Landscape Sections Pedestrian Pathways and Natural Play Area Scale: NTS LP-03 W111.1 .. . . .......... . ..... Ll � 7ioreflll ............ OPEN SPACE CALCULATION: QUALIFIED OPEN SPACE: 332,967 SQ FT Q = TOTAL BOUNDARY SQUARE FOOTAGE: W Z O 1,742,400 SQ FT = Q = BOUNDARY SQUARE FOOTAGE MINUS HWY 16: 1— J 1,399,108 SQ FT O;0; PCT. OF QUALIFIED OPEN SPACE OVERALL: 19.1 % PCT. OF QUALIFIED OPEN SPACE MINUS HWY 16: 23.8% *NOTE: OPEN SPACE CALCULATIONS DEPICTED ON" OF OFb,,b// T THIS SHEET ONLY INCLUDE FUNCTIONAL OPEN SPACE AREA. COMMON/OPEN SPACE LOT CALCULATION ON PRE -PLAT OVERVIEW INCLUDES LA-1 599 ¢ \ \ ADDITIONAL COMMON AREA SUCH AS THE POOL //?Nvscn���`� PARKING AREA AND THE SECONDARY EMERGENCY ACCESS. CALCULATIONS INCLUDE BOTH 12/02/2021 356 SF RESIDENTIAL AND COMMERCIAL USES. FUTURE HWY 16 LOCATION \'- - 8-MILE LATERAL IRRIGATION EASEMENT Preliminary Plat -Open Space Exhibit Horizontal Scale:1" = 250' 0 250' 500' O .y O � y v +� y J C4 Cn CJ o Cc •� CZ aa'a Project No.:120194 L P - 0 4 Date of Issuance: 09.03.2021