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HomeMy WebLinkAboutPre-plat V1I iN II I I =1 N I SS SS SS n - -- -- - -- -- -- -- EXISTING B"SEWER STUB HYOTHERS) EXISTING B" WATER STUB (BY OTHERS) S EXISTING 8" BEWER STUB EXISTING 8" WATER STUB Chukar Rid a Subdivision (BY OTUERS) (BYOTHERS) g 33' CENTER EAST p 50432141900 h GRAVITY IRRIGATION DELIVERY DITCH 1116TH 33 TBM 1 Q (BY OTHERS) _ _ _ S89°19'38"E 1323.00' 12"GIRR W 12"GIRR 12"GIRR FO _ �� 12"GGIIGR Z� W _ 50' 50' 50' Ir50' Ir50' 50' w_50' 52' Ir50' If'-50' 38' cc -101' •50'• — — I B, IT I I I I r � w W "I I I W 63 - 259' Block 2 �� 5,507-SF �� . . I W I d r� 4.594-SF W . 4 t12 �1. a B2 L2 o I B2 L3 o I B2 L4 o I B2 L5 S I B2 L6 - B2 L7 0 B2 LS o S I 62 L10 o I B2 L11 - 3�421m 5 J N "1ID'- T s14-sF �5,000-s—F II; 5,000-sF ; 5,000-sF ; 5,000-sF ; 5,000-sF� I 5,o0o-SF ; cJ S,000-sF ; W I W 5,o0o-SF 5,000-sF . a _I� -100" W I. 5492SF �� I ,➢��_ —J E o • „ I2009 C —1 C WI x(3 _i� 5000SF �v�i p W . 20'—50'----50'— —50'— —50'----50'— —50'— 50'---- — - — — a�'L`5 4T GIRR EXISTING GRAVITY IRRIGATION - Owyhee High School SO432437900 ■ 1MENT — tc' 1 OF �n ■ - - BI - _ -10 Rif ED. Y : ■ ■ ■ r : : ' - ■ ■ f�'f1�LfM■!■■�rl■■�■!rIN- : YJ■ r ■ � !!! 1 !!!!!! I ■NJ 1 !!!!!! 1 !!!!!! 1 YWY �!! I !!!!!! 1 !!!!!!!■■CYYY^J■■"1■ •I ©AH■■■C■■■■■■11!■ - 111 111 111 111 - 111 111 - 111 - 48 111 - 111 111 - 111 111 - 111 111 - ® 1Io■ I o1■o I :^no■ I o1■0! I moo 1 m1oo 1 nlno! 1 n' ����=■■rr I 61 Ls _Street F___ - �I 6,555-SF \a�\ — —147'—---,�T �s 6, L9 33,162-SF ,f LDS SEMINARY LOT 1 II 218. 1 � Y - B1 L1, m I m , 1 81 38,246-SF f BOYS 8 GIRLS CLUB I� 5,03 217 . - HUt12•- . . . . . .. %,475-SF. . . . . '• . ° COMMUNITY POOL °J' ` W '• W '• W W W '• W 8' ACHD EASEMENT 146'— B, L13 CD n 5 I 6,75,_BF L U/ I r —116'— I B, L14 5,534-SF II C be '110'- I Y B1 IT5 I I be ICI 5,475-SF I N z 109'- I I _ B1 L16 20' EMERGENCY ACCESS LANE 5,470-SF �i 4I -- r 30' EMERGENCYACCESS EASEMENT'S N I SOUTHEAST W . 36,903-eF v w I ,srH . . . 7 ■ 1 1 1 � 111 111 111 11 ■ : ■ 1 .Street C—m_ a- I■■■ 1■■■II■■■ 111 1■■■I 111 i14LY I�■■I llli■ I■■■II■■■ 111' 111 I■■■II■Y■, 111 I■■■II■■■ 111 I i■■II ■ 111 Yi li 1 : - ' - - - •111 -,. , - - ' - 111 111 ■ ; ■ rj — —Street B— — ■■■■■ ■H■II■■■■ ■■■■I ■YW ..1 ■■■I ■■■ I ■■■I ■■■ I ■■■I ■W r•r 1 ■■■1 ■■ I ■■■I ■■ 1 ■■■ ��. i : 1 ,1 •1 ,1 ,1 p 1 1 1 1 • ' EASEMENT 1 1 ' TOF )'Op \\\ �SS --- SS— I \ I bb \\ \ Preliminary Plat - Overview Horizontal Scale: 1" = 80' \ w N LLl vD s PCNO EpSEM Py� 'N . W . . . FUTURE GRAVITY IRRIGATION WASTE DITCH I \ (BY OTHERS, SHOWN FOR INFORMATON ONLY) B—L23 GIRR 4,732-SF ..... \GIRR ?owATRRFASF4fS� �W /LL . . .. B�L4 . . . B5 IT 343,292-SF ..... OPEN SPACE TO INCLUDE ` PLAYGROUND AREA FUTURE ITD RIGHT OF WAY I - (BY OTHERS, SHOWN FOR INFORMATION ONLY) .W .W . .W .W .W B5 L2 W . . . 255,351-SF 8' ACHD EASEMENT N 298' 284' N89o20'14"W 1324.23' — — — — Unplatted SO432429350 NE TOM 2 i -'N 1; I ® Vicinity Map: EAST QUARTER CORNER OF SECTION 32 CP&F #2016-120634 6096 W Becky OF R0486000210 w I I Iw I IW W Becky Dr _I 9 s e ( "Iw 0 z IW I I w 6395 W Becky OF R0486000450 I� IF, 0 0 I� OHP SOUTH ,/16TH COMMON TO SECTIONS 32&33 I II I 0 80, 160, Legend: Property Owner: — — PROPERTY BOUNDARY PARCEL LINE — — — ADJACENT PROPERTY LINE — CENTERLINE — — — — — — — — — EASEMENT SS ---ID— EXISTING SEWER LINE W/ MANHOLE W EXISTING WATER LINE GIRR EXISTING GRAVITY IRRIGATION LINE SS PROPOSED SEWER LINE W/ MANHOLE W 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 TO 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%) TOTAL LOTS 112 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING 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" N49'03'39.94"E 57.77' C2 43.50' 68.33' 90100100.. S44'19'39.17"E 61.52' C3 44.02' 68.1V 88,39,181, N45°4020.951 61.52' C4 80.00, 125.66' 90000,001, S44'19'39.05"E 113.14' C5 43.50' 68.33' 90-00-00" S44°19'39.05"E 61.52' .� OF... �• i�i,� r� / LAND GROUP Z O y W W C n W _cc Occ o v Cl) CD 00 U — co z co a Ln aCY)� BTi � Revisions 10 1. COM PLAN REVIEW 12.2.21 �ysoNAL EN 4�04 0\STERE.0 11568 15,12/02/2021 0 JgTf OF \OPT 9�ESW.� Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Preliminary Plat Preliminary Plat Overview PP-01 -1 / � I I I S EXISTING 8' SEWER STUB III IIIM 0 NEk TTOJEXISTING - J� I�)II kWERSTILL/ 1 a , Or ITT ACHD EASEMENT IZ IT- 611L8 �I \ CN� 5,492-SF I GIRR EXISTING GRAVITY IRRIGATION (BY OTHERS) SS` I I I I II I y I I I I ° I I -- W -- -- -- -- - -- SS SS SS SS 3 I I I I I EXISTING 8" WATER STUB EXISTING 8"SEWER S1U6 - EXISTING 8" WATER STUB cs2°ll v�W; 'L_ GRAVITY IRRIGATION DELIVERY UTILITY PROPOSED PRESURIZED a, CONNECTTO EXISTING �' CONNECT TO EXISTING CONNECT TO EXISTING / Qil;`- WATER STUB IRRIGATION PUMP STATION /-. / SSEWER STUB W WATER STUB - - - _ - so --I = GIRR cc 125GIRR GIRFV R `50'. 3050505a �59' 3L1r-I r5-I r-I . r-I r-1 I I \ \� g2t1� o B2 L2 _ 5B2 L3 o ACHD EASEMENT . I l3 �o B2 Ls B2 a Bz . I . I \ 2 L11L11 B2 L1d .4,594-SF.J B2 L10 B 914-SF �5,000 SF i ,000-SF 5,000 SF V 5, 8F 5,000-SF� 15,000-SF� 15,000-5� W I W 15,0 0-SF� -I1 L9 J �J J .2fIB- W, 1 , 5i000-6F •'-20'-50'---- - - L � . w O ¢ \ 50 50'- - -50' -5'- - 50'- - 52'- -50' - 50' 6'-%' 10 -J. 1 \ _ /B1 L3 Y - - 33 0 5,487-SF I Ia - fig- �Sc� --� -�S - y WI ��v 1 \ J J Street H /, • 5s78-s I I F�F�F50'�F 50' - B,L4 F F F� Y ` I o 5,481-SF (W�\ \ Lm- B3 L11 I S 63 L10 I o B3 L9 I o B3 L8 I o B3 L7 I ' B3 L6 I o B3 L5 of • . .� . \ y .IRRIGATION WASTE UIIi�TV I / II F- -110'- 5,000-SF 5,000-SF '5,000-SF 5,000-SF '5,000-SF 5,000-SF 5,o00-sF� W W .� �' (CONTINUATJO of DWORD W W ± I 11 61 L5 o I I I J I I I p \ L-,476SL/ I BC W L J L-1 L .� -- - J`� J L J .W.W.W.W.. •, .i'/.\.. yW W �6 \ I w 33 L12 5a so' so 50' 50' S0' 43' 7 \ ,0s'- 13BassF Block 3 -.�, \\ 81Ls �I ,4 F/� �a� \ VI so 30' 114RIG T N EASEME \ \ 5,471-IF I j v es' �� / N ,s0I1saI I I-oI I63L18 I63L1-93V63L14 B3 L15 63L16 B3 L17 JI B3 L0 1090-SF 5000-SF- 55,000-SF 5,000-SF 5,000-SF �63 L\22 5B5,000S . rn754s TEL , -SF .494-SF J�li E sa - I 1 a sa' - sa'- -11a 32' =18'W- W R57ACHD EASEMENT, \ 5 \B� Streetet F� �W 42' 4-46'F � '0 �B' R50' \ W W LL` +\ \ F(1TURE GRAVITY IRRIGATION WASTE UTILITY ` a B3 L3 \ 9 - B3 L28 0 / I \ \ ( OTHERS, SHOWN FOR INFORMATIONDINLY) U' �o I BL2 o I �3�27 o I B3 L26 S I 13 L25 \ !f 55�' 5,0 0 5,000-SF--5,000-SF� 5,013-SF'. 5,385-SFB31o I 4 II 33,1628E " 'I �I L J L J L J L J LJ J I 5527-SIT B3L2 •r(- W W \•� \ \ 6/qq \\ I I I _ 50 50 50' W 50 W W 25 W 23 2. 47' ` 4,732-SF . LL . LL .. W \ I w ss v A G/qR I ACHD EASEMENT ACHD EASEMENT - - - - - - - - - - ° - 65'� �52� v V AI �o - - - �,Block3' W. 218' Imo. '/ °' WATER EASEME� I V I -217' PIPI'm j. \ \ I I I w V� 50• 50' 50' 43' 7' 16' J F -1 F -1 F -1 F -1 I ' /�50� 65, / /+ y \ \ I o B3 L31 63 L32 -' 63 L33 o I _ o I 63 L34 - B3 L35 63 \ "I �5,000-SF-sF ; 5,000-SF ; 5,000-SF I 5,00l�' 5,682-SF o I B3 L31 - _ _ 41630 61 L11 81 L _ J L� 4,8fi8-SF / V I ? � J L � � I� se � % \ \ / 11- fi- d9 If 3$246-SF I� 6'S3 d. . W . W W W . _ y 4'=46'- --50'- -50'--43'-72'�48• 1 �,� I"'W . BJLGW \ B5L1 \ / I' WBecky Dr \343,292-SF- ��-, F 50� F 5-� F43 2 19 46•_ ->' -4' 217. �9 B3 L44 o�' B3 L43 B3 L42 o�' B3 L41 - B3 Lao A HD EASEMENT V A I I rl 'F5,000-SF� I 5,000-SF� I 5,000-SF� I 5,715-SF -- 15,00 - / 5T� / \ �I . . . . .. � I 8 / B3 L39 JLJLJLl�/J �36�I 0 50'- 50'- sD' 5 4a7-sF / g1 12 -Block 3 1 so' I 4,769-SF . . . / t r 65 65 C�71� y .W .W .W .W 56W41'S-SF" 65� ��--`-�-�-' o o I 5� o B3 L4fi o B3i47 B3 L48 o B3 L49 I m B3 L50 B3 `\ W W T50�0-SF ,f 5,000-SF I �5,000-SF I �4,986-SF 5,fi40-SF r � o c3 m I i r _ . �"�..■L■9.ao911■■.e4 �� .. • ■.■II■.. I ...Ir... � ,■��Ir..�1� . ... .n • L. _16- I L1434-SF : • .♦ HIS • ILL _ BU ILL ILL ILL ILL III ILL i 1 c i � y 20' EMERGENCY ACCESS LANE S 55-SF-SF-SF �i W. \ I I I I I I I I I I I I 1 e I / - �I I _1 - _ .. a B4�10 a B4 L11 a B4 L12 I o B4 L13 I o B4 L14 I o B4 L15 I o B4 L16 o B4 L17 - G lY ' W ° 2s 5,000-?iE 15,000-SF 15,000-SF i 5,000-SF 5,000-SF i 5,000-SF i 5,000-SF 15,000-SF C D EASEM T \ _�R 50' - 50'- -50'- 50' - -50'--50'- 13'-"', ��� 2z v d WI- v III II Ia � • \ v � � qs `A•, � -sue' � v -3S--e - -��- - ��-_ ,� r \ \ iEMERG�ICY ACCESS EASE Street B n 'ok \ \ 8 ie '"� RR 57'- 65'- - 50'- 50'� - 50'- 50'- � �F�F�F�FAFEM �i \ N BY LY,7' 1 B1 L18 B1 L19 -' B1 L20 - ' B1 L21 61 L22 \ �\ \ \� -' - W „\ \\ \�\ I o I o I w I,I\ .. 36,903- \\ � 5,7122-SF 5,072-GF7 5072-SF -o � � 5,071-SF7 5,071-SF5,0,070-GF7 I 5,0,070 GF-. 3 / PROPOSED GRAVITY I '- WER EASEMENT IRRIGATION TILE \\ 66�V L J J LBIOckI l L -1L -1 "2�' ,i.5'_50'- 50' 50'_ a 50'� _50' 23' 4T \ SS SS \ y\ \ 50' IRRIGATION EASBMENT EXISTING SEWER LINE Preliminary Plat - Concept Improvements Overview OHP 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 1.75%±025% 2% 2% 1.75%±025% l5" THICK SIDEWALK Igmwi 1-N AS1PHALT`C=O-NCIRETE _=IIII =III vil-= 5" THICK CONCRETE SIDEWALK STANDARD 3ROLL CURB AND 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 1 Local Road Typical Section Scale: NTS 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'± 1' FLAT FLAT EXISTING 14 ± ' 1 EXISTING PAVEMENT SHOULDER vaRles 0.75' 2 SAWCUT LINE 5" THICK CONCRETE SIDEWALK COMPACTED SUBGRADE PER ACHD SUPP SD-709 EXISTING GRAVITY 5-IN ASPHALT, SP 3, 0.50 IN (1/2')Fm X, PG 64 28 IRRIGATION PIPE TO REMAIN 4-IN OF 3/4 MINUS CRUSHED AGGREGATE BASE, TYPE 1 SIDEWALK ELEVATION SHALL 26-IN 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 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE TYPE 1 * SEE PLANS FOR VARYING SIDEWALK RIPRAP, WHERE OCCURS. WIDTHS AND LOCATIONS WITHIN N McDermott Rd Typical Section LANDSCAPE BUFFER 2 Scale: NTS 0 80' 160' -� OF-� IW� 0-li* too'; LAND =GROUP O CO) W y C lam C4 cc - C OccO V M aQ En 00 U - Revisions U 1. COM PLAN REVIEW 12.2.21 �yStONAL EN 4�04 ��t;\STERE.o Cr�p�?a 11568 IP12/02/2021 0 JgTf OF \OPT 9�ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,elrnrary Plat Preliminary Plat Concept Improvements Overview OU Horizontal Scale: V. = 80. I F 7 -1 PP-04 I B4 L16 64 12 \ B7 L23 I I� I 5,000-SF 5,000-st, I 5,676_B-SF I I I I y ..t \ �. I maCD ' — 101 III W — — 8T I \ I ACHD EASEMENT 64L17 B4u SSM 5,000-SF 4,958-81' I\ B1 L24 5,070-SF 1 1 I SSMH-22 STA: 4+22.39, 2.64' L, STREET A — I -- —STA: 10+62.56, 2.50' R, STREET B� w 195' F G F F 95, < F —SSMH-13— F 101. I F F F < aD E E F F E cn E F F E E W11 E E N --�--E B, / L25 F/ �z� ---- I II �,�------------- F F F F F ¢ F 5,7 8$-SIF I W-SS _ ,.,-SS w SS SS SS — _ W Street A M 19 a N00°40'21"E 291.89" W W W W W xyx W W W W W W M F F F RM R/W F F F F F F RM FI I F I 1F 71 1171rfF --' — ' i F E E-- — E-- E--- --------------- <_ STA: 4+24.94 (STREET A) STA: 10+65.20 (STREET B) E < 89' Concept Improvements - Street A ° 30' 60' Horizontal Scale: 1" = 30' 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 M N STREET A: ta. 2+70 - 4+80 HORIZONTA VERTICAL SCALE: 1" CALE: 1" _ 30' ' m �u EXISTING GROUND AT CENTERLINE 1.63% --- ---- TV PROPOSED GRADE AT CENTERLINE 122-LF OF 8-IN PVC AT SSMH-23 48-IN MH PER ISPWC SD-501 STA: 3+00, 2.621 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, 2.641 RIM:2529.47± DEPTH: 10.32' IE IN: 2519.26, 8-IN PVC (S) IE OUT: 2519.16, 8-IN PVC (M EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINEI F AT CENTERLINE u_� R M N O Q> M M M M M M M N M N M M N N N N N N N N N N N N 41 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 PP-04 i - — tia '� I STA: 3+93.50 (STREET C) 100 STA: 5+73.83 (STREET D) . I7 -M M o F—_ 100' — — h —S SS �o II B4L7 I I 64L11 � SS /H-15 I 5,0oo-sF I 5,o0o-sF I I = CT — cDCID � �CA �L------� —,60 — ;��i hoo / IL— �rt CD 100'CD a d o l B4L8 yaL10 5,O0o-SF-sF //5,000-sF /7 I II I I� I 100' 100, / — aHI a I aid aald aald aald aald aa1 ul 11 bald 1 o 8, �/ o + / + ACHD EASEMENT Ba s n 6,328-SF 40--N _LL 1 M M---, M M M M M M n S9 4+00/ 5+00 — 6 /� \ —M \ SS SS SS SSMH-16 N KEKLIK AVE SSMH-19 \ SSMH-17 z8' ---22 — — sa-- --- 50----- N�° B,us ( EMERGENCY ACCESS LANE - provements - N Keklik Ave ° 30' 60' Concept Im Horizontal Scale: 1" = 30' 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 0 N Sheet Notes: �e- 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF j e5lil WE PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED � DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. A N D CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. =_ GROUP 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 M m 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 STREET 8: Sta. 2+70 - 6+60 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' M N Q M � N M U' W PROPOSED GRADE AT CENTERLINE -0.41 % 0.56% _ -0.62% 0.51% —________— -- ---- ----- ---- EXISTING -- _— GROUND AT CENTERLINE 36-LF OF 8-IN PVC AT 0.45% 26-LF OF 8-IN PVC AT 0.45% 201-LF OF 84N PVC AT 0.45% SSMH-20 SSMH-19 48-IN MH PER ISPWC SD-501 SSMH-17 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 5+46.55, 6.86'R STA: 5+78.43, 6.86'R RIM: 2532.14± DEPTH: 15.37' SSMH-16 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: 2515.50, 8-IN PVC (NE) IE OUT: 2516.51, 8-IN PVC (N) IE IN: 2515.38, 8-IN PVC (SW) IE OUT: 2515.28, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE M V M M f0 M M m M M M M M M u7 M M N ^ M m M M M m m M N m m N O M CN') Q M M N N N N N N N N N N N N N N N N N N N N N N N N N 0 y y y c y _cc cc O � O V w co M a_ n U Cn = CZ z CZ aM � 2: Revisions Q 1. COM PLAN REVIEW 12.2.21 �ySt0NAL EN mot; G\STfRE.00'tjF� 4 11568 IP12/02/2021 0 OF JgTf \OPT 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,zlrnrary Plat Preliminary Plat Street A Sheet Notes: THE LAND PP-03 B1 L16 I III hl to �' — 5,470-SF III Z UI ILL \ \F ccCD 112 I B4 L\ v B4 L11 o I B4 L12 I o I B4 L13 I S I 84 L14 o EP EP EP a I 5,000-sF 5,000-sF 5,000-sF 5,000-sF 5,900-sF 41 CD II II II II II v EP_� _P w — EP — — — — — — — — — — — J E_—I L__J E_—� 1 ------------------------ --------------- \ U f — 1 S0' 0' 11 0 50' 50' \ v } SSMH 1 Y v� CD w �v vv vAV Cr W W W W v1A(\ W W W W W W W— \ S89°19'39"E 468.54' SS SS � \ SS SS SS SS'_e-�'— SS SS SS 4�4 SS SS SSMH-20 \ \ \ Street B SSMH-21 57' I 611 50' I- \ \ \ \ \ \ \ I I Bt L18 11 L19 \\ \\ \\ \ y,\\ � B1 L� \ \ \\ `� \ \\' \�\ 41 \ �` \ \ `� 6903-SF I I 5,722-SF 5,072-SF 50, Concept Improvements - Street B 1 Horizontal Scale: 1" = 30' 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 I— B1 L20 5,072-SF I — 50 I— B1 121 '- 5,071-SF 5a, — — J, PP-03 B4 L15 64 L16 B4 L17 5,000-SF 5,000-SF � 5,000-SF STREET B: Sta. O O N M N lIJ V~J m C7 N N J W N + M � O PROPOSED GRADE AT CENTERLINE VJ N 0.56% -0.41 % w VJ N w 7EXISTING -0.62%048% GROUND AT CENTERLINE 36-LF OF 8-IN PVC AT 0.45% I 243-LF OF BAN 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+22.39I 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) STA: 5+46.55, 6.86'R RIM: 2532.14± IE IN: 2518.06, 8-IN PVC (E) 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 GRADE ELEVATION I I AT CENTERLINE I FPROPOSED AT CENTERLINE I I O LLJ O I� W W O O O O m T M � O V O O^ LLJ O- O W M O O N O O M O O V O O O O O O N M N N M N N N M N N N M N N N M N N M N M N M N O M N O M N O M N O O M N O O M N O O M N O O M N O O M N O M N O M N O M N O M N M M 4+80 -11 +40 HORIZONTA VERTICAL SCALE: SCALE:1" 1" _ 30' ' 2541 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF j j��''�� PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED O y y y n y 0 � o v Cl) o � U — z aM � Revisions Q 1. COM PLAN REVIEW 12.2.21 �yStONAL EN 4�04 t;\S7fRE.o 11568 s12/02/2021 0 JgTf OF \OPT 9�ESW.� Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,zlimirary Plat Preliminary Plat Street B 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 O Sheet Notes: P_ 50 50, 50 2§- 23 I 1 `� \ N II 1 B1 L12 ^ \ wl W / 50' 65' J I Ji 36,475-SF \ ?� / / 65, — \ v III —1 F / / / / —1 � 65, �J v r 65' 41 CA II I I 13 L46 I 13 L47 B3 L48 33 L49 B3 L50 CD y \ I 5,000-SF ' I / 5,000-SF 15,000-SF I I 4,986-SF �' 5,640-SF �, _ _ 8' 8' 5,152-SF ACHD EASEMENT I ACHD EASEMENT I Im / STA: 3+93.50 (STREET C) I — — _ — — _ _ I e3 L52 W / \ STA: 5+73.83 (STREET D) L � � — � L — — -1 L — — — J 2-sF s 04 I _ /_ �_--------—� —----------------------- / 4 4' 46' J. I 1 1 50' 1 1 1 50' 50 51 5' \ \I \ \ I SSMH-16 \ l\ 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 H SS SS SS SS SS SS SS SS SS — _ SS Sr- -SSMH-17 \ SSMH-15 Street C SS\ \ 12' 50 50' 50' 50 50' 50' 50 26' \ I I) / — -- —-------—\�----- — ------------- — — SSMH14 F -1_ 47' I I I I I I I 1 I33'Z p n B4 LB B4 L7 64 L6 \ B4 L5 B4 L4 64 L3 B4 L2 64 L1 1 + I 5,000-SF I 5,000-SF I 5,000-SF I I 5,000-SF I 5,000-SF I 5,00g.5� o 5,000-SF I 4,958-SF m V + _ fi1— I I I I �I ys B4 L9 v � CD 8,328-SF 5,780-SF 50' 50' 50' 50' 50' 50' 50' H \ I AI7NI7CH7 11w1 P_ P_ Concept Improvements - Street C 0 30' 60' 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 VERTICALSCALE: SCALE:1" 1" _ 30' ' GB STA: 3+00 EL:2531.30 PROPOSED GRADE AT CENTERLINE — �! 0.54% 0.50% -0.50% 0.57% JF7 ------------- T - ---------- I I EXISTING GROUND AT CENTERLINE + N (n N Q N CD W NN 0w -0.46% 0.50% 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 r 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% 120-LF OF 8-IN PVC AT 0.45% SSMH-13 I SSMH-14 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 7+54.70, 2.83'R STA: 6+91.08, 2.46'R RIM: 2528.81± SSMH-15 RIM: 2529.11 ± DEPTH: 12.26' 48-IN MH PER ISPWC SD-501 DEPTH: 13.02' E OUT: 2516.55, 8-IN PVC (NW) IE IN: 2516.19, 8-IN PVC (SE) STA: 2530. 2.50'R RIM: 2530.77± DEPTH: 16.13' IE OUT: 2516.09, 8-IN PVC (W) 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 O'i m CO _ N Q� N O N N a0 p N �O O O N N O p N ch n p N W O N O O O N O^ a0 O N <O N O N O N R O N N m M N T O N N O O m a0 I� N p M cD C N N N N N N N N N N N N N N N N ie- 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF S j��'�� THE PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. LAND CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. =_ G R 0 U P 0 CO) 0 y y C Z � I. IIJ CL n W _cc CL 0cc v w 00 Cl)o 00 U E5 z � a 00 C� Revisions Q 1. COM PLAN REVIEW 12.2.21 �yStONAL EN mot; G\STfRE.00'tjF� 4 11568 IP12/02/2021 0 JgTf OF \OPT 9�ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,zlrnrary Plat Preliminary Plat Street C OU Sheet Notes: PP-08 / PP-07 I PP-04 1 �� _ �� I % T H E r� 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF /zs I I I I I PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED LAND B /5,000-sF a ea Fat 5,000-sF ea F4a 5,oao-sF Bs F4 000-sF �� to0 T DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. GROUP s -BF o CD / \� CD 1 L-1 ..fir I� CD - B4 F5 I I CD\ .--t1. II..F 1.-0 cu .� 5,0001 T 100, \\ 100, Pli 100' — — I� I _ACHD EASEMENT � — B L30 I _ � � � � � _ B3 L31 � � � < I B3 L44 I _ I R63 L=0 I 100' 5,0 H 5,000-SF II 5,0001 I H 5,000-SF II IF 15 I-sF I STA: 0+00.00 STREET D \ ( ) STA: 4+90.53 (STREET GF) � a STA: 3+06.83 (STREET D) STA: 0+00.00 E) \ II � - ao � I� 64t6 I � I � � o � � � (STREET — o_ \ 7 '77 z.�------------------ x Q -J ti � e --�---ZX--� 100, B3L 5 -�---� 100,2i --� — — e — — tia 3 I / 500 0 STA: 3+93.50 (STREET C) �_ \ 2'40' 160' 4./ STA: 5+73.83 (STREET D) .INWV — — _ \\ M M M M \ M M M M x" \ \ MGM M M M 00' — M'* M M M M M M M M MGM \ 14 _ -sF \ SS SS SS SS SS SS SS SS .e—"— SS SS SS �s SS SS SS SS SS —"SS SS 34 u SS SS — SS / I I SSMH-07 Street D SSM 10 3 o 5,o6a-sF-sF a / / nNa / I 1 y — _ — — / -- �— � SSMH-15 -- — --- — — - 10a � B1 L26 4 � _ � � � � � / � STA: 3+91, 2.50' R, STREET C = d / �I / /� / STA: 5+76.33, 2.50' R, STREET D / w B4 L3 ' SSMH-07 w 20' 1 6' m 175' 5,000-8F _STA: 0+02.50, 2.50' R, STREET D =— 1 F STA: 5+88.03, 2.50' R, STREET F ¢ - — � / 11 a I 1 / w - 100 — // / // ACHD EASEMENT . w PP-09 ISSMI O6 71,1 I / I MMF i /\ \\� �/P��\ 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' ' H I�O 101u M Ch C'j O + m � v M � O N O] W C7 PROPOSED GRADE AT CENTERLINE 0.50% --- ---- 0.02% ---- -------------- EXISTING GROUND AT CENTERLINE OF 8-IN PVC AT SSMH-07 48-IN MH PER ISPWC SD-501 STA: 5+88.03, 2.50'R 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, 2.50'R 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 F AT CENTERLINE I I M O V fD W ON�2 N NN N N ON O ON O N O N O N N O ON O N O N N O � O � O O o6 NO 6 O6 O m O N 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 c y � 0 � cc o v w 00 M a_ n Uca 2EE — zC', aM � � Revisions Q 1. COM PLAN REVIEW 12.2.21 �yStONAL EN mot; G\STfRE.00'tjF� a a 11568 IP12/02/2021 0 114 OF \OPT 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,zlrnrary 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 OU 4 lll� 11TI� P .06 �I — 47' II — 33' II � y ra � � I I SS � I J' D � I I � J/ � I � 8' ACHD EASEMENT \ PP=06 iliIlT Concept Improvements Street E Horizontal Scale: 1" = 30' 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 Sheet Notes: j THE�'� LAND 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. =. I G R 0 U P s� \ I 8' / gCHDFAs / E2yjFNT J 41 41 O 0 30' 60' 2538 2535 2532 2529 2526 2523 2520 2517 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 STREET E: Sta. -0+60 - 4+80 HORIZONTAL SCALE: 1" 30' VERTICAL SCALE: 1" 0 O C6 N M v } O o O m N CS O VJ N CD J V N OO J M Q N } N � C7 W MN m-Li �W PROPOSED GRADE AT CENTERLINE 1.01 % 0.50% -0.43% EXISTING GROUND AT CENTERLINE LF F 8-IN PVC AT 0.60% 238-LF OF 8-IN PVC AT 0.45% SSMH-12154O 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, 2.48'R DEPTH: 12.58' WC SD-501 =ISPWC RIM: 2529.10± IE OUT: 2515.63, 8-IN PVC (W) .50'R DEPTH: 14.49' IE IN: 2514.70, 8-IN PVC (E) IE OUT: 2514.60, 8-IN PVC (W) IE IN: 2513.53, 8-IN PVC (E) IE IN: 2513.53, 8-IN PVC (S) IE OUT: 2513.43, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE O V O V OM O Q M (h M M O N M O R V O R � In N CJ LL� r N Qj O N N m O N N Qj W N N Qj W N N Qj W N N Qj W N N Qj W N N Qj W N N Qj W N N c6 aD N N W N N .6 N N N N N N N y y c y _cc cco v a) 00 M a_ n U z � a Ln M � � Revisions Q 1. COM PLAN REVIEW 12.2.21 �yStONAL EN mot; G\STfRE.00', 4 11568 IP12/02/2021 0 OF JgTf \OPT 9W. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,elrnrary Plat Preliminary Plat Street E PP-07 OU 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 O B3 L12 50' 50 50' / 50' 50' \ \ 50' 43' 7' � � � � � `1' Sheet Notes: s \\ A/ w\ \ \� w �S = � T H E aa' � � w \ \ 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF ►/ � — _ — — — — — — \� \ \ PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED LAND \ i so' \ \ DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. -F-,- ' - � � � \ ss � � �\ \ � �9�\ 41 \ � � CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. • G R O U P vv� —' - B3 L13 \ - B3 L14 - I B3 L15 - B3 L16 - 13 L17 _ 13 L18 - B3 LA - 63 L20 I 5,000-SF \ 5,000-SF 5,000-SF 5,000-SF 5.00BSF - 5,000-SF 5,000-SF 5,532-SF I B3 L22 � If f I� I I I \ \ `III I m B3 L21 4,850-SF 4.875-SF ---- — -- ---- —-- ----_ \ STA: 0+00.00 STREET D �— _�_ _—_ _— STA: 4+90.53 (STREET GF) J z — — —1 L J L — — —1 L — A—. — — — — — — — -- — — — — — — — --- — — — — — — — — — — — — — — — — — — —_ I J r/ 20' 50' LLLLL5a 50, 50 50' 50' ry 50, 8' 9' _f LZtL (/ 2 \ 332' � 18' ci —W W W W W W W W W W W W W W W W W ��w � � w w�— w \ SS S SS SS SS SS SS SS SS SS SS $$ W W Street F SS— —Q— >, N81°19 �W ) SSMH-08 '= _ 1= SS nRM RM(y 42' N SSMH-07\ STA: 0+02.50, 2.50' R, Street D = STA: 5+88.03, 2.50' R, Street GF NI Cal \ CD 22' I \ IM / / 4' 46' 50' S0' 50' 43' :2' / — — — — — — — — — — — — — — — — — — — — — — — — o L30= I I 3 L21 I / / I I MOO -SF o 5g000 SF o 58000-SF 5g 0025E � o _ 5B013SF / I \ t\ I I 4- L L — — — — J 50' 50, 50' 50, 25' 23' 2 8 STA: 10+20.32 ACHD EASEMENT/ �11-6 r — — SSMH-09 iy I \ V / �\ B3 L25 B3 L24 I 5, 27-SF 33 L23 _ J I I 4,732-SF I / .� ACHD EASEMEI TY h Li _ 4r \L, �� O { PP-06 or*-,� Concept Improvements - Street F Horizontal Scale: 1" = 30' 0 30' 60'cc 0 CZ cCZ o Cn E N M M V V Q N M O ^ Q N H M HUS CD w (/J N w GB STA: 5+90.53 GB STA: 6+34.03 } M + ¢ O o} rn EL: 2527.91 EL: 2528.12 N a N M J U' W H n N PROPOSED GRADE AT CENTERLINE CD w 0.67% 0.50% ----0.46% — ---- ----- ---_ ___ 0.50% 0.50% ---- -- — ----- -- — 0.39 EXISTING GROUND AT CENTERLINE 154-LF OF 8-IN PVC AT 0.60% 288-LF OF 8-IN PVC AT 0.45% SSMH-09 48-IN MH PER ISPWC SD-501 113-LF OF 8-IN PVC AT 0.45% I SSMH-08 STA: 10+30, 2.50'R 48-IN MH PER ISPWC SD-501 RIM: 2525.98± STA: 8+76.10, 2.48'R DEPTH: 11.71' SSMH-07 48-IN MH PER ISPWC SD-501 IE OUT: 2514.27, 8-IN PVC (W) RIM:2526.86± DEPTH: 13.61' STA: 5+88.03, 2.50'R RIM:2527.89± IE IN: 2513.35, 8-IN PVC (E) DEPTH: 16.03' IE OUT: 2513.25, 8-IN PVC (W) IE IN: 2511.96, 8-IN PVC (E) IE IN: 2511.96, 8-IN PVC (S) IE OUT: 2511.86, 8-IN PVC (W) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION I I AT CENTERLINE I AT CENTERLINE F M o LL") u� M M o O M u� O R o O O r W r M (D rn O o R O N M r m r r u� 0 QO I� O v O O o ifl O rn M O N (D N N N N O^ N N N N O^ N N N N O^ N N N N O N N N N c6 O N N N N O (D N N N N ^ (D N N N N ^ (D N N N N ^ (D N N N N (D N N N N ^ (D N N N N ^ (D N N N N ^ O N N N N O O N N N N M N N N N M O N N N N M O N N N N M O N N N N M N N Sta. 4+80 -11 +10SCALE:130' SCALE: 1" 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 y y Z � n y _� 0 � M d z � aM � Revisions Q 1. COM PLAN REVIEW 12.2.21 �yStONAL EN mot; G\STfRE.o c� a 11568 � s12/02/2021 0 JgTf OF \OPT 9�ESW.� Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,zlimirary Plat Preliminary Plat Street F 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 O OU V ' I B2 L4 I o PP�l0 io I 33 L9 I _ I B3 L15 I PP-08 C4 I I 5,0oo-sF-sF \ I I I oao-sF I i\ —_— 5,000-SF I CD �{I T CD X. --- 100, Ili I 100' F— 100 \ _ Irn B2 L3 I Eil I 33 L10 _ B3 L14 \ \ _ 5,000-sr I o I iLb o 5,000-SF 5,000-Sr rt CD 100, too' 100' �—-----ICI IF-I-----�----7'--ICI C7 _ o 32 L2 5,000-SF I I I z' I I I B3 L11 5,000-SF I _ I I B3 L13 5,000-Sr I I� t --- 100' ICI I ICI---100' I --� / � ---ICI 7 ezu> a 8' ACHDEASEMENT o o N 8' I ACHDEASEMENT 4B3L12 260' Igo N I 3�914-SF 7,828F/ /I / 9 9 / 80' t i8i � \ g STA: 0+00.00 (STREET D) + s STA: 4+90.53 (STREET GF) z,— - - - - - - - - - - \ - - - - - - - M M M M M>\ to of N00o40'21"E 573.83' SS SS SS SS SS Street D w SSMH-07 w —STA: 0+02.50, 2.50' R, STREET D N =— I� —W-- STA: 5+88.03, 2.50' R, STREET F o >II / II / SSMH-06 rrl \ M i M M M M Nj XA M M M M M( M M M M S00°40'21"W 327.00' SS SS SS SS SSMH-02 us S N SKeklik Ave SS —SS —SS S tUq \ \ 7SSMH 50' ——_50—_— — — — — — 50 — — — — — — — 50� — — — 50 — — — — 27 -01- STA: STA: 0+00.00 (STREET H) -� SSMH-05 / �I el LB 0,555-BF I Concept Improvements - N Keklik Ave Horizontal Scale: 1" = 30' 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 2502 Ci OF 8-IN PVC STREET GF Sta. 0+60 - 5+70 HORIZONTA VERTICALSCALE: SCALE:1" 1 o _ 30' 3, 0 O u V C (b C7 L M � M � ri V +r + a t` T V r y N N N m C7 W Co W C7 � N C'S W 0 30' 60' PROPOSED GRADE AT CENTERLINE 0.67%-- — — — — --- 0.50% 0.50 _ 0.31% ---- — 0.57% _ —0-60% 0.57% _ —----__��— EXISTING GROUND AT CENTERLINE 13-LF OF 8-IN PVC AT 0.45% 2535 2532 2529 2526 2523 2520 2517 2514 2511 2508 2505 2502 LL� O N ^ N LL-J N LLS 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+70 126-LF OF 8-IN PVC AT SSMH -01 48-IN MH PER ISPWC SD-501 STA: 0+99.99, 4.50'R RIM: 2525.10± DEPTH: 15.88' IE IN: 2509.32, 8-IN PVC (S) IE OUT: 2509.22, 8-IN PVC (N) 48-IN MH PER ISPWC SD-501 STA: 2+26, 4.50'R RIM: 2525.84± DEPTH: 15.96' IE IN: 2509.99, 8-IN PVC (E) IE IN: 2509.99, 8-IN PVC (S) 7-- IE OUT: 2509.89, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE O N r M M In O N N N N N N N N N N 219-LF OF 8-IN PVC AT 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) N In W r- m N N N N N N SSMH-06 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) Sheet Notes: ie- 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF S j��'�� THE PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. LAND CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. =_ GROUP O y F2 W y C mi W cc C O cc o v IIIIIIIIIIIIIIIIIN Co Cl)a_ n U E5 z � aM C� Revisions Q 1. COM PLAN REVIEW 12.2.21 �ySt0NAL EN mot; G\STfRE.00'tjF� 4 11568 IP12/02/2021 0 OF JgTf \OPT 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,zlrnrary Plat Preliminary Plat Street N Keklik Ave 1T . 1J N/ G\RR�TBM 1 \ V I � Sheet Notes: _ \ q5R \ 12"G 12"GIRR \ 1®IRR SSMH-24, 12"GIRR �` '' T H E III \ / _ �� ///�►. _ 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF � —� — — — — — — — — — — — — — — — — — — — — — — — — — PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED EAND 40' 50' S0 50' 50' 50' 50' 50' _ _TJ_2Tw 5' 50, 50' `�7 Z ( DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. SSM�� � GROUP \ ww�.J��CHANGES TO THE PROPOSEDI IMPROVEMENTS SHOULD BE EXPECTED.��B7 L1 / -5 -io Q I I I W B3 L1wIF --, � 4,594-BF w w l I I I I I w) a 6' \ / I I \ I 3.142-SF —�� ACHDEASEMENT wB2LA w B212 32L3 B2La B2L5 B2Ls B2L7 82Ls 2ua B� ��� I �� �� 110'�\— 3,914�SF 5,000-8F 5,000-8F 5,000-SF I \ 5,000-SF I 5,000-SF I 5,000-8F I 5,000-SF ) w I 5, 00-SF 5,OQ0-SF I w I��' ICI -- wI" iw X I I I I lip w, Q'Ili I I B3 L2 5.492-SF \ � II I N y \V 5 Ob— w — — — — — — — — — — — _ 2525 — — — — — — — w 5200-SF — — — w v I w V L _ 1 L -1 —_ _� _ 1 L _ 1 -� w - A\ w SSMH-25 Z 20 fE1101 I 50 1t111 1 1 1 50' 50' 50' 50'1, 1 w 110' n/ \ 50' 52' 50' 50' \ I� w� W W W W W W W W W W W W W W W WSW W W W W W W WSW6x�0 // w w w I w w / I Ed L3 0 00 — 1+00 — 22+00 — 1 — 3+00 -_4+00 — 55+00 — B3 wl t w 5,487SF SS SS + SS S SS—,—c%,s~ SS SS SS SS SS SS SS SS S5_SS SS 9S S� / / `Is,37a-sF / SSMHIO2 I Street H SSMH-03 \ SSMH-04 / 1�' 1 w I w STA: 2+26, 4.50' R, N. KEKLIK AVE. _ —STA:-0+04.50, 2.50' R, STREET HJ \ i R 110 20, TT 50' 0' 50' S0' 50' -TTT50 50' 60' -- — --- -- — --- -- —— _ -- --_ _ — � STA: 2+23.50 (N. KEKLIK AVE.) III STA: 0+00.00 (STREET H) w w w \ w \ w w w w w w B7 L4 _ 5,481--SF I A/ w w\ w w w w CID o0o sF I 5g\ 000 SF opo-sF 5 aoa s F I oao-sF 5, oasF 5 000sF w w w w w w w\\ \\\ w w w w w w w w y --- 110 A B, LS CID 5 — / _ -2526-- '476-SF — 2526 — \ { �, �, J — — — � — �— w w` w w\ w w w \�v w w w w \ � y w w w w w w w w w w 0\\y w w w\ w w w w w\ B3L12 50' 50 50, 50' 50' \ �' 50' 43' 7' / w w w o 1$28-SF s \. w \. \q- w w w w w w w w P Concept Improvements - Street H 30' 6 Horizontal Scale: 1" = 30' Q 2535 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2535 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 0 N + N 0 � C U O O O O h C N N ¢ ' 0 C7 C7 W m U' J W PROPOSED GRADE AT CENTERLINE N � (D O M ~ O N u1 tb CD Q `N N N m CDw 0.05 % 0.50% -0.50% 0.93t — — — — — — — — — — — — --- — EXISGROUND AT CENTERLINE —TING OF 8-IN PVC AT SSMH-02 48-IN MH PER ISPWC SD-501. STA: 2+26, 4.50'R 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, 2.50'R 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 8-IN PVC AT V7 N O + M � O O] VJ N m 0 W — 0.78% _ — 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 SSMH-24 STA: 6+37.05, 5.981 48-IN MH PER ISPWC SD-501 RIM: 2526.62± STA: 7+22.06, 5.98'L DEPTH: 5.96' RIM: 2527.64± DEPTH: 7.49' — IE OUT: 2520.66, 8-IN PVC (N) 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 rn v rn v rn v rn v rn rn u� m o v m v m N U7 M R M N ch ch Q� M W UJ O U7 O M O M r U] m N O U7 R r` � m O N N R R U] vi u� vi ,n vi o vi vi o vi o vi o vi o vi o vi vi u� vi ,n vi vi ,n c u� c c 16 vi vi o Ui o Ui o Ui o Ui r r; N N N N N N N N N N N N N N N N N N N N N N N N N N 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 y y C n y � f 0 ccco o a) co M a_ 00 U — a z � Ln M � � Revisions Q 1. COM PLAN REVIEW 12.2.21 EN �ySt0NAL G\STfRE.00'tjF� mot; a c� 11568 IP12/02/2021 0 OF JgTf \OPT 9ESW. Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P•zlinraryPlat Preliminary Plat Street H OU -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 :J �m LI-1 Property Owner: 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 W w LANDSCAPE AREA Fencing Legend: X X X 6-FT FENCE LANDSCAPE BUFFER AREA 2 B3 L3 PIYA--______--=-_---- ---_- _,- - I I B3 11 I� 4,594-SF —J L—J L—J ==P LIRE ITp FUTURE PHASE 2 _ _ RIGHT -OF-WAY (Hwy 16 LOT 1 BLOCK 5 ) I 1 END +Y 'ire. �Cix h7ff Cn 2 o, 76.11' 0 ------ O ---- MB EP Preliminary Plat-Acclima Concept Plan Lot 2 Block 5 Horizontal Scale: 1" = 50' 63 L1 .,-3.292-SF _ 00 o°o°o°o° 0000 �o°o°o°o o0 °o°o°o° 0 0 0 0 0 0 0 0 0 0 0 x 000000000000000Q Q 0000000000000 o 00000000000000 0000000000000 00000000000000 00000000000000 0 Q 0 0 50' 100' EP -� Oi—� • 0Y*A0 too'; WE LAND GROUP ■O .y CO) y � y CD J IIIIIIII.■1 C. y■� CL cc � 0 00 ..7 C Cl) d 00 o 0 U ■� c z C\J N co Revisions U 1. COM PLAN REVIEW 12.2.21 EIOF �pglyo T.4,0 LA-16589\ A4� 12/02/2021 Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: P,zlrnrary Plat Preliminary Plat Acclima Concept Plan PP-11 i © t I 1 I - !' 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' .. h ii IIIIA ONE Im'SIP, , N/� EI\ Ali I ■. 0/ 1 y� :I I ■ : -� ■ it 0 1 iININ Iis ' ■ ' ■ •1 'J7� �) f III �l 0 o■iuo .■il■o , , oil■o oil■o o■IN e i 'Od � O\\\ I: Ne ■ ��I■ I ■ I ■ I ■ I ■ ■■■ I ■ I ■ I ■ r ' , III III III III 1�„ III III III - ■ r : 1WE Q�1' � �__ 0 1 • ;' :..............:'.■■.r and1110 iI�■ I Y � : ii:oi :III■ uoo� ■ ,�-•I �f' : � - ::off• : ■ lowNEI ISE ; �qY� :a® ■■■.■.. '1 . . •. . , . • m ■ono .INEN�L)A �� i ■ I ���' � _ _ I del Ih�� II I■ - ■ 01 : �■ era: I I I I 12M,ft1;W ;NAM\■ 121A4-I 121,ft , 0 80' 160' CALLOUT NUMBERS COORDINATED X Keynotes: TO NUMBERED NOTES BELOW. Property Owner: 1. FENCING, SEE LEGEND FOR FENCING TYPE ACCLIMA INC. 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE C/O SCOTT ANDERSON 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 4/LP-2 1763 W MARCON LANE 4. BENCH, BY DEVELOPER MERIDIAN, ID 83646 5. MULTI -USE PATHWAY 6. COMMUNITY POOL AND CHANGING ROOMS 7. PEDESTRIAN BRIDGE Planner, Engineer, Landscape Architect: 8. MONUMENT SIGN THE LAND GROUP, INC. Legend ■ CONTACT: KRISTEN MCNEILL (PLANNER) CONTACT: JIM GUTE, PE (ENGINEER) W / /j / CONTACT: MATTHEW T. ADAMS PLA (LANDSCAPE ARCHITECT) LANDSCAPE AREA LIGHT -DUTY ASPHALT PATHWAY CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) w w / j /j 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 PH: 208.939.4041 EMERGENCY ACCESS Landscape Notes: HEAVY-DUTY PAVING 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 - I -.I - & 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. 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE Project Calculations 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: 1223 LF 35 35 WITH SITE GRADING PLAN. STREETS D & N. KEKLIK: 1396 LF 40 40 8. IN ALL PLANTER BED AND LAWN AREAS, THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A STREET E: 80 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 6 INCHES 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; 35' REQUIRED (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 LOOSE FRIABLE SANDY LOAM CLEAN AND FREE OF TOXIC MATERIALS NOXIOUS WEEDS WEED D. ACREAGE DEDICATED FOR COMMON OPEN SPACE (EXCL. PARKWAY PLANTER STRIPS): 7.18 ACRES. (312,928 SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON -SITE TOPSOIL SQ FT) DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) E. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 18.0% (MINIMUM 15%) PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON -SITE TOPSOIL WITH METHODS F. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 89 PROVIDED; 1 PER 3,707 SQ. FT (42 REQUIRED @ APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES MINIMUM 1 PER 8,000 SQ. FT) ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER G. SITE AMENITIES: 11 PTS (8 PTS REQUIRED @ MINIMUM 1 POINT PER 5 ACRES OF GROSS DEVELOPED AREA) EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. H. MITIGATION FOR REMOVAL OF EXISTING TREES: 0 CALIPER INCHES (THERE ARE NO EXISTING TREES ON SITE) 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 CITY PA PICEA ARIES/NORWAY SPRUCE 8' ITT. B&B 12 PI PICEA PUNGENS'FATALRERP/ FAT ALBERT COLORADO SPRUCE 8' HT. B&B 9 PF3 PINUS REMUS VANDERWOLFS 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 CITY 0 AX ACERTRUNCATUMXPLATANOIDES'WARRENRED'TM/PACIFIC SUNSET MAPLE 2" CAL. B&B 25 ��^ BD BETULA NIGRA'BNMTP TM / DORA HEAT RIVER BIRCH 2" CAL. B&B 26 C1 CERCIDIPITILUM IAPONICUM I KATSURA TREE 2" CAL. B&B 5 CS CATALPA SPECIOSA/NORTHERN CATALPA 2" CAL. B&B 8 `✓ IS GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER'/ SHADEMASTER HONEY LOCUST 2" CAL. B&B 25 „I. MS MALES X'SPRING SNOW / SPRING SNOW CRABAPPLE 2" CAL. B&B 24 0 PH PLATANUS X ACERIRDUA'BLOODGOOD'/ BLOODGOOD LONDON PLANE TREE 2" CAL. B&B 18 �QR OUERCUS RUBRA/ RED OAK 2" CAL. B&B 18 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 4 INCHES. 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. w% OF -4 � � Jel r� W LAND GROUP ■O ■Ca y � y J J y co cc E v M ry � U ■� C z co a c a co� � � Revisions 10 1. COM PLAN REVIEW 12.2.21 ���\11111/7j7 4PZE OF T. LA-T6589 12/02t2021 Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Preliminary Plat Preliminary Plat Landscape Plan Horizontal Scale: 1'. = 80' 'a'u6 LP-01 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 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 Mg _ (APPROX. 3-4" 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 Y OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC \ \ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \\\/ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \/ REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE FOOTBALL. 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 �e 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 G FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. d a 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE " ARCHITECT IMMEDIATELY. ROOT PROBE "o �o SOIL LINE w^^ � I � \ I 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 Y OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE FOOTBALL. Coniferous Tree Planting Scale: NTS ._ijii.;; 6' High Noise Attenuation Fence Scale: NTS 2x ROOTBALL DIAMETER 3x ROOTBALL DIAMETER 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 SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL Ill r A '� Natural Play Supporting Imagery Scale: NTS Dry Creekbed Supporting Imagery Scale: NTS I \\ OF—� �� OY/50 r� LAND GROUP ■O Ca y � y J C C }+ y•- C co O Cc 0 v 00 Cl) CD 00 ■� C z co a c a co� co2-, Revisions 1Q 1. COM PLAN REVIEW 12.2.21 PtEIOF ID T. LA-18589 - IV0212021 Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Preliminary Plat Preliminary Plat Landscape Details LP-02 (_3 IGH NOISE ATTENUATION WALL ON TOP OF BERM I LOT BOUNDARY FENCE 10-FT ASPHALT PATH � ` I RESIDENTIAL BACKYARD y i RESIDENTIAL LOTS North Landscape Buffer - Connection to Chukar Ridge Subdivision Scale: NTS 0 Roadside Swale Scale: NTS Pedestrian Pathways and Natural Play Area 6' HT BERM J 50' ± LANDSCAPE McDERMOTT ROAD (HWY 16) EASEMENT N111111 OF AM � LAND GROUP O ■ ■ y � y J C J i y•- C O �..7CD 00 Cl) U ■� C z co Revisions A 1. COM PLAN REVIEW 12.2.21 t0E OF LA—f6589 12/02/2021 Project No.: 120194 Date of Issuance: 09.03.2021 Project Milestone: Preliminary Plat Preliminary Plat Landscape Sections Scale: NTS - - ------ Nil ---- - ------------------- Ef 1-- 1, OPEN SPACE CALCULATION: UUALIFILU OF LN SF'AUL: C3. 332,967 SQ FT p = TOTAL BOUNDARY SQUARE FOOTAGE: W Z O 1,742,400 SQ FT 2 Q BOUNDARY SQUARE FOOTAGE MINUS HWY 16: 1 W 1,399,108 SQ FT Or PCT. OF QUALIFIED OPEN SPACE OVERALL: 19.1 % \�\ PCT. OF QUALIFIED OPEN SPACE MINUS HWY 16: /I'I I 23.8% ���►��� IE OF *NOTE: OPEN SPACE CALCULATIONS DEPICTED ON T THIS SHEET ONLY INCLUDE FUNCTIONAL OPEN - r SPACE AREA. COMMON/OPEN SPACE LOT CALCULATION ON PRE -PLAT OVERVIEW INCLUDES LA-1 sas¢ ADDITIONAL COMMON AREA SUCH AS THE POOL 11144Nvscn ��1�1 PARKING AREA AND THE SECONDARY EMERGENCY ACCESS. CALCULATIONS INCLUDE BOTH 22/02/2022 356-SF I 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 CO) �J AWE — CL ca CO) CO) v O CL M = Q C•:M1 cc cc Project No.:120194 L P - 0 4 Date of Issuance: 09.03.2021