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HomeMy WebLinkAboutPre-plat E IDR 1AI�1, o,+�o APPROVED NORTHEAST CORNER SEC. 16 S gA& (BASIS OF BEARING) Franklin Road CP&F I.N. 2018-016068 DATE 07/23/25 - - - - - - - - - - - - - - - - - S89°24'22"E 2641.42, - - - - - - - - - - - - - - - - S.9 S.10 PRE NUMBER:"-zoz"-owe S.16 - - - - - - - - - - - - - - - - - - - - - Preliminary Plat S.16 S.15 NORTH QUARTER CORNER � � O SEC. 16 of SET ALUMINUM CAP CP&F I.N. 2022-087212 NORTH 1/16TH CORNER - Mogul Industrial ParkSubdivision ==J N 5445 W FRANKLIN RD 5317 W FRANKLIN RD 5233 W FRANKLIN RD 5201 W FRANKLIN RD 5035 W FRANKLIN RD / COMMON TO SECTIONS 15 &16 o r` / SET ALUMINUM CAP I Ila 6' S1216121041 S1216120620 S1216110501 S1216110410 ° I N S1216120750 / CP&F I.N. 2022 087209 I c o r DESCHUTES INVESTMENTS LLC SHOEMAKER PROPERTIES LLC BISON NW LLC THRUSTON KENNETH LAVANE CHOI MARK J IIII "'' Mill / ��� 2025 z I CENTER NORTH 1/16TH ` 299 S BLACK CAT RD I�IC-41 �' �' M 2 U S1216110054 r W I ¢ z c, CORNER, SEC. 16 \ ' °C I o v N FOUND ALUMINUM CAP / CORE &MAIN LP III ' N o Vicinity Map: - - -- - - - - - - - - - - -- - - -- - - -- - - I _ - - _ _ _ - _ - - - - - - � LO M a c y ap - ° - - - - - - - - - = =S892316E 453.08_ - _- _=-=== �_= ° - - -__- _= ====== == ==S892316E 559.01 ° � �� -- �- = - -- = --- - - - - - - - - - - - - - - - - - - -�_-==� -� ==-=-- Y� _= _ ■T = == -S892316E 628.00 ___ _ _ -- - =- _ _ _ __= - _ - - - _ - - - _ II 12548 ---- L - - _ _ _� _ _ Rosenlof Drain (NMID) - _ - __ _ _ - - = _ - _ - = - -- __== _=_ _ = - -_ = --- _-- A, LO 1 2547 - - - - - - - - - - - - - -- - - -_ - - - - - - --�_ ----�r- �- -_ - -/ -- -- - - - - - - - - - - - - - - - /- - - - - - - - - - - -W _ ( \ \ I 1 r Z546 ROSENLOF DRAIN ffH � �ji - - - - - - - - - - - - - -�- ��� �� �� L UI 0 Bm ;%f, slk o 40'NAMPA MERIDIAN IRRIG TION '' FRANKLIN RD. + rn DISTRICT EASEMENT � - �' � �\ FRANKLIN RD. �'S �2546� I ROSENLOF DRAIN V � i 40'NAMPA MERIDIAN IRRIGATION N21°39'27"W 9.41' DISTRICT EASEMENT I III III C.� I a I BLOCK 2C) I� I - � I �T III �11II m PAffil I �' I - IIIIII c� N II I �I � Ililllw= Ili I( ii v /2��� - I Ilji Ilildl� SITE - - ' I III IIIIIv III IIIIII � _ I I _ I�- I i / II (IIIIII - Conceptual Future Development r1 S89°16'51"E 343.00' / / T �liilill � � I I Not A Part - R R/W �_ ----� II II Ilil 62 L3 ,2 (Subject to Change) , , I II - - II 100 III -� -- N I co M I ti55° I UNDER CONSTRUCTION o III Raw (IIIIII INrE RSTgTE L84 4 9.490_7AC =I � I I 11 IIII Ij wjll ±�3,390-SF B2 L2 _ , , I w- B1 L1 III j� IIIIII \\ ICI i o _ - _ r 2 L1 �DD �= IIIIII \ I� NCI I� ��, _ 12.792-AC - _ 1 .713-AC �M IIIII o 14.545-AC EXISTING BUDDING ±74,603-SF o Illll zi 1549' ± 209-SF N 557, +633 594-SF z- o - II 44'R/W 1° , - I - - , - q_lc� ST LUKE'S CONSOLIDATED I s IIII =- Project Summary: Lllyl , - I SERVICE CENTER -- �/ \ III Q III w (III PROJECT LOCATION: SITUATED IN A PORTION OF THE EAST 1/2 OF SECTION 16,TOWNSHIP 3 NORTH, RANGE 1 WEST, o � ( --- N89°16'51"W 343.00' \ IIII BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 5 Iql - o - , UNDER CONSTRUCTION l I // o 1- / TOTAL PROJECT AREA: 88.20-AC ± z 7 - - - ��=1 I B1 L2 I l ll 0 111 Avenue A Ill Collector R adway _ I �= I i EXISTING ZONING: I_L (CITY OF MERIDIAN) 1 .421-AC I - o- PROPOSED ZONING: I L OF ±88.20 AC (NO CHANGE) a'llll - SEE SHEET PP 04 FOR CO CEPT DESIGN , , - � - I +61 ,911-SF M II ` II / II oDD / \ I/ z_I �� N I / <r c J TOTAL LOTS: 11 (ALL BUILDABLE LOTS, NO COMMON LOTS) IIIIIIII ICI � Mo III III L / / /��5ti - ° ( I m N TOTAL COMMON AREA: 0.0± AC \ I IIIII - N89 1651 W 343.00 = I Q N " PROPOSED LAND USES: LOTS ACRES (%OF TOTAL) \I� Ilpl -UNDER CONSTRUCTION o I TINDUSTRIAL IIIIII - - - - - - - - - - - - - J � / - _ � � � / = DD o IIII z R/W (EXISTING) 11 834-AC (1(56)%) 2551 _ T- B1 L3 � II II R/W (PROPOSED) 1.55-AC (1.8%) III u - - - - - - N89°30'56"W 3.08' I M- o I \ I 1 .421-AC I TOTAL 11 88.20-AC (100%) z \IIIII / / W. Grand Mogul Dr Extension ±61 ,911 -SF 111 I / FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHED FLOOD HAZARD AREA. w IIIIII SEE SHEET PP FOR CONCEPT DESIGN Iz - J g l II � b �yl S00 2904 W 90.54 � � S S 0� 0 CO C I - ,cr, Y r z IIII III N43°50'33"W 42.92'_ - - - - � - L - - I I I I I I I I I I I I I I � � � � ITT���� �\ r IIII + IIII Project Phasing Schematic: zN � I II - - - N88°10'09"W 108.33'\ --- N89°16'51"W 343.00' _ III N Ln ¢ `\III I N88°10'09"W 376.11' - N88°10'09"W 562.24' � - W I' \- - - - _ - - J/ N IIII IIII\ PHASE 3 I PHASE 2 I PHASE 1 -2552 UNDER CONSTRUCTION 0 L'i _r N � - - N88°10'09"W 1458.19'1 N88°10'09"W 521.84' - �;_ - Lo - S88°10'09"E 151.57' _ - \ (II\c - - - - LN88°10'09"W 695.19' - - - 8 SS 8 SS S88°10'09"E 1531.1T "SS - - ems- - - - a C 1 .463-AC \ - 2 9) "' � - - � - - - N88°10'09"W 610.25' - � � C3� =� �_ +63 _ N ICI N88010'09"W 225.72' - ,724 SF I III I IIII PROPOSED I I _ - S88°10'09"E AVENUE"A" B2L3 B2L2 N T A B1 L1 B2L1 O co ICD o - - - - ` ` \ ` -2553- ' ' ' - END OF EXISTING R/W \ \ \ Cq S89°16'51"E 190.19' I i S05°28'58"W 60.21' PART B1 L2 O o \ ■- ISM / - - \�\ - - I \ - J N88056'21"W 338.00' T I IIIII ` PHASE 3 / \ N47°27'52"W 126.81' l7 \ i II \ B1 L3 / ��� III - PHASE 2 -- w I � _ � ����� - � � - - - - V V A _ I 'Lsrjo. 1 A � _ /�V A III \ - - - B1L4 ■� V I I I _ \ - I y N ° / 1 50l W. GRAND MOGUL DR. c� ■� -2554- - /Z �o, N490222 5 W 70.31 z o �� - / \V ASS z- -� / v II � . �, \ / III X L u a W I - - - T \ - - - �6� S42°59'26"W 15.6T I �l� / I B1 L5 m z � E- � I - _ 1.899 �C M IIIII IIII *0?/ C III II � v v II I - - T �674�SF ° III IIIII \ B2L1 B211 III ` I B2L1 EAST QUARTER CORNER - - - - - - - - - - - - - � � - - - - - - - - - - - I N45°33'15 � = �� ° � �� III NOT A 2555- - II III = EC.\16 2556 - - - - - I N89 33 08 W 78.42I _ - - _ - - - _ _ � - - - _ _ _ - - ^ P&FI:PL2015-056718 PART III - - - - - - - - - - ___ _ -- - -- - C 2557 �1,1 1 o \ _ \ \ \ / _ � � S45°35'0(jWS15'3 i y II 111 I 2559' / ��� , �� \ Ill PHASE 2 PHASE 1 Conceptual Future Development , - / /F • o C _ _ _ - - \ / .r�s�• 9►4' C6 _ \ - S00°43'OI"W 68.50' Notes: B3 t3 \ , , \ I,-: (Subject to Change) \ / '��l �r N89°33'08"W 78.10' \ I I� 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION USE.ALL LOTS ■ III - - - co _256� \ _ - / I 50 III J WILL BE PROVIDED PRESSURE IRRIGATION VIA THE SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. IVI - - - - - 4 3.483-AC - _ o i R/W II / N 2. EASEMENTS:AS SHOWN \,I� II( - - - o - �" _ _ \ I M z 2.1. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. - - O M Ilh ±587,314-SF N B3 L2 - - I II o o - - 61' - 1 IIII ll� N 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF ■� q4 - - - \ , \ \ \ \ � 13.006-AC _ ' o - 25' i I II 1� J co U RESUBDIVISION. 9 56� 557-SF JI 0 2 _ __ _ `� / I I °O "' z 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ODER cli± - N -256 \ M �■ IIIII 111� N `" = ISSUANCE OF A BUILDING PERMIT. \ - o - - B3 L1 o Z W - - _ i IIII/ I oo z 5. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE FROM THE CITY OF MERIDIAN. _ ^mac - \ \ \ - - - / - - 13.331 -AC \ - - V ��I III,/ � J w 6. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. z - - \ - - - - - - -2563- - ' l rf II I 111/ 7. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE FROM AN EXISTING ±580,685-SF _ \ I \ M W I IIIIII \ PRESSURE IRRIGATION PUMP STATION OWNED AND OPERATED BY THE NAMPA & MERIDIAN IRRIGATION DISTRICT AND o - - - -2564- - - \ g Z I _ - - 11� I IIII \ PRESSURE IRRIGATION DISTRIBUTION SYSTEM OWNED AND OPERATED BY THE MERIDIAN COMMERCE PARK OWNERS - - - 1 h�l I` - _ _ U) Im i - �I II IIII \ ASSOCIATION. I - - - _ - -f � � II \ ' / IIII II cc II �( - - I �' I I I \ 8. THE INTERNAL SUBDIVISION STREET W. GRAND MOGUL DRIVE WILL BE AN EXTENSION OF THE EXISTING ROADWAY, BE - I - - - - - � \ - - - - - � - -2565 - - - - - - - 11100, III ■� - PUBLIC, AND WILL BE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN -I- _ - II I R� ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR SLO C­K­ 3 / _ - -2566 - - - \ III I I y i III II IIII PUBLIC WORKS CONSTRUCTION. _ (IIIIII 9. THE EASTERLY PORTION OF W. GRAND MOGUL DR. WAS PREVIOUSLY DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT z ( � - _ - - - 2567- p IIIIII II I I J ITD DRAINAGE - _ _ _ _ _ - - - - _ - - - - I I W I I IIII AND IMPROVED TO ACHD STANDARDS. THIS PORTION OF THE PUBLIC RIGHT-OF-WAY IS INCLUDED WITHIN THE PROPOSED Q_ T �� FACILITIES EASEMENT - - _ - - _ - ` - - - - - - - - - - - - - - - - - - -I- _ - - - - - -2568_ _ _ - - - - III I I i III(+III IIIIIIII SUBDIVISION;ACHD WILL SIGN THE FINAL PLAT AS TRUSTEE OF THIS EXISTING RIGHT-OF-WAY. O � p I.N. 108034102 _ - - - - - - - - - - - - - - 1 - - - _ - - - � W III IIII II 10. ALL REQUIRED RIGHT-OF-WAY ALONG S. BLACK CAT RD. HAS BEEN PREVIOUSLY DEDICATED TO THE ADA COUNTY HIGHWAY � z _ - _ _ - - - _ _ _ _ - - - - _ _ _ _ - - 2569- - _ _ _ - -i IIII II I I Not A Part I� II II - IIIIII DISTRICT. NO CHANGE TO S. BLACK CAT RD. RIGHT-OF-WAY IS PROPOSED WITH THIS PRELIMINARY PLAT. "' �p 1 - - - - - _ - U - VII J1 - _ __ 2570- IIIII- I I - - I IIII IIIIII 11. DIRECT LOT ACCESS TO BLACK CAT ROAD AND GRAND MOGUL DRIVE IS PROHIBITED EXCEPT FOR ACCESSES SPECIFICALLY N80°32'S1" _ - _ - _ - - - - - - - - - - - - - - - - - 2571 I i / J / III ' IIII REVIEWED AND APPROVED WITH THIS APPLICATION OR BY THE ADA COUNTY HIGHWAY DISTRICT. _=- W - - - Revisions 1� 65 ---_ - - - - - � _ _ - 12. - ,I I I I I AT THE TIME OF THIS APPLICATION FOUR BUILDINGS ARE UNDER CONSTRUCTION ON LOTS 1 4 BLOCK 1 UNDER PREVIOUS - - - - - - - - - -2572- - - - - _ _ � � J \ I IIII � (IIIIII ---- _ �_ -_- - - - - _ NORTHERLY BY JUODGM�NT OF 84 - - - _ _ - - _ _ 2573 - - _ I I II I APPROVED APPLICATIONS. THE PUBLIC STREET FRONTAGES OF THESE LOTS ARE ALREADY IMPROVED AND NO FURTHER - _ _- - - - _- - __ - -- _ - IMPROVEMENTS ARE PROPOSED. - - ___- -_-_-_ _ DECLARATION OF TAKING No 3889 - - - 2574 - - - - - \ - �IIIIIIIIII l IIII IIIIII _ I - - =N8 - _ I 2575- IIII I I �� i i IIII C.�III , 13. UTILITIES WITHIN THE PROPOSED PUBLIC RIGHT-OF-WAY ARE ILLUSTRATED (AND ON SHEETS PP 03 AND PP 04). OTHER _ _ _ _ _ _ _ =- 03251 = - - _ - - - - - - _ - - "w2ss.75'_� - - - - - - IIIIIIII - / �, IIIII PUBLIC WATER AND SANITARY SEWER SYSTEMS ARE ANTICIPATED WITHIN LOTS 1-3 OF BLOCK 2 AND 3 AS THESE _===_- _ - _ _ / I/ / I I } illllll PROPERTIES DEVELOP. DESIGN OF THESE OTHER UTILITIES WILL OCCUR WITH THAT LATER DEVELOPMENT AND WILL BE _ _ - �Illlllhlll�V / - _ = ° - -2577- - - - - - -_N83 24'36"W -N78°38'18"W 49.59'- 2578- - - / II II (IIIIIIII -- SUBJECT TO HE NORMAL REVIEW AND APPROVAL PROCESSES OF AGENCIES HAVING JURISDICTION. 200.25' - - - - - - - / / i i / \ III �I I o o J T 2579- j/ - - - - - ` I l r / / / l�ll� m IIIIIIII � o ~ 14. ALL STREET LANDSCAPE BUFFERS SHALL BE CONTAINED IN LANDSCAPE BUFFER EASEMENTS. MAINTENANCE OF THE III I / i I IIII BUFFERS IS THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. BUFFER SHALL BE 50-FT ADJACENT TO INTERSTATE 84, -_- - = - - 2580�TI I - � � II III \ � � � �\ ��I - ■II II III� � � oz _ oC? = W 100 0 ' _ - - - - - ��� III / / i IIIII y i II I C N Q 25-FT ADJACENT TO BLACK CAT RD.,AND 20-FT ADJACENT TO W. GRAND MOGUL DR.AND AVENUE"A"COLLECTOR STREETS. - -N78°38'1 „ - - - ��-_- - 2581 f II I I IIIIIIII \ II f 1 1111111 � Q �_ 0 58 - - - - -258�- - I I -� \ /�//IIII 1111111 i ¢ o N o N o 8 w 250, - 258- 2582 -25 4$ __-�I\ - - - l l 111 f l �1�\ n � Legend. 5 cz; �\ � - - I l I l� �I \ cn r w \ � - - \ Q Q FOUND BRASS CAP MONUMENT_2586- OVERALL PROPERTY BOUNDARY Curve Table - T 1�I I II I _ c N80°3251„W 33301 _ _ IIII�IIIIIIIIII - ® FOUND ALUMINUM CAP MONUMENT - - - - PROPOSED PARCEL LINE - - o = - - -\ J 111111111��I� f j O PROPOSED PROPERTY CORNER R/W RIGHT-OF-WAY LINE - T � ---_�- � IIII CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH - - - =- _ -- - - lll�l I �l/1 (((�(( /b4��-��� _- � / / 11)�I i - - - - - - - - - - ADJACENT PROPERTY LINE - llll�l/Il�ll�jllIlhi � SECTION LINE Ci 285.8T 385.00' 42°32'34" N68°16'51"W 279.34' °32'51°- _ w - - - //llllllll�llllll - - sIIIIIIIIIIIIIIIIIII CENTERLINE C2 282.04' 397.00' 40°42'18" S67°49'00"E 276.15' �7 ra r _ ~ Jllll I - lllllllll II III -- - - - - - - - - - - - - - EASEMENT LINE � - - -l/llllll/lllllll'6��� 11111111111 IIII �\ST Gl -84 II IIIII'11111I1 _-IIIIII IIII �ZONaL EN C3 90.82' 353.00' 14°44'26" S80°4T56"E 90.57' 1I1 ti IIII �, _ L J Property Owners. I C4 159.9T 353.00' 25°5T52" N60°26'47"W 158.60' - 4 � - - � _ - MERIDIAN BC 2, LP (A DELAWARE LIMITED PARTNERSHIP)AS TO PROPOSED BLOCK 1 10961 C5 116.55' 738.54' 9°02'32" N52°51'58"W 116.43' MERIDIAN BC HOLDINGS, LP (A DELAWARE LIMITED PARTNERSHIP) AS TO PROPOSED BLOCK 2 &3 C6 216.09' 453.50' 27'18'05" N75°54'05"W 214.05' _ h- �4-E OF \pP C8 206.86' 522.00' 22°42'20" N10°52'06"W 205.51' h -� Engineer, Landscape s NDEN� � 04/2q/2025 S.16 Developer: Architect, Surveyor: Project No.: 124186 - - - - - - - - - - - - S89°20'26"E 2619.94' S.16 S.15 Date of Issuance: 04-29-2025 s.21 - - - - - - - _ _ - - - - - _ ATSAW GP, LLC THE LAND GROUP, INC. - - - - - - - - - Project Milestone: PRELIMINARY PLAT SOUTH QUARTER CORNER s.21 s.22 12709 E. MIRABEAU PARKWAY, SUITE 10 462 E. SHORE DR., SUITE 100 a SEC. 16 E CP&F I.N. 2017 069027 SOUTHEAST CORNER SPOKANE VALLEY, WA 99216 EAGLE, ID 83616 Overview g SEC. 16 �N Overview CP&F I.N. 2016 030754 0 100, 200' CONTACT: CLAY SAMMIS, SAWTOOTH DEVELOPMENT CONTACT:JASON DENSMER, PE (ENGINEER) clay@sawtoothdevelopment.com CONTACT: DAVID DUPERAULT, RLA (LANDSCAPE ARCHITECT) PH: 858.229.3506 CONTACT:JIM WASHBURN, PLS (LAND SURVEYOR) Horizontal Scale: 1" = 100' PP 01 PH: 208.939.4041 Mao E IDR !A , o,+�o APPROVED NORTHEAST CORNER 07/23/25 SEC. 16 DATE - - S g - - - - - - (BASIS OF BEARING) Franklin Road CP&F INSTR. No. 2018-016068 FILE NUMBER:"-zoze-000e S.16 — — — — — — — — — — — — — — — — - - _ - - S.9 S.10 - - - _ PreliminaryPlat o 'er S.16 S.15 NORTH QUARTER CORNER � � O SEC. 16 of SET ALUMINUM CAP CP&F INSTR. No. 2022-087212 - __- - ■ :Imm a NORTH 1/16TH CORNER Mogul Industrial ParkSubdivision I / COMMON TO SECTIONS 15 &16 � I III i/ SET ALUMINUM CAP Illdla I II CP&F INSTR. No. 2022-087209 Ilp w ' ,\ III �- III 1/ � �� Situated in a Portion of the East 1/2 of Section 16 5445 W FRANKLIN RD 5317 W FRANKLIN RD 5233 W FRANKLIN RD 5201 W FRANKLIN RD 5035 W FRANKLIN RD \ _ 299 S BLACK CAT RD Ili 11 d co LD N � I S1216121041 I S1216120750 I S1216120620 I S1216110501 I S1216110410 S1216110054 it 111 z �, Township 3 North, Range 1 West, Boise Meridian i( - - -- - - - - - - - . DESCHUTES INVESTMENTS LLC I SHOEMAKER PROPERTIES LLC i - i THRUSTON KENNETH LAVANE CHOI MARK / CORE &MAIN LP III oc m r o - - - - - - - - - - - - -- - - -- - -G - - - - - - - - - \- - --- - - - -i- Rosenlof Drain (NMID) - - - - - - - --- - -- - - - - - - - - - - - -- - - 1I Il�t o Q Ada County, Idaho LO 5 - - - -- _ - - - - - - - - - — - co =_ - - Ij - - - 1 - - _ - ______==-_ = -=  ==_- _-_== _ =_ - - — =—_ ====== =—==_=======— —___ = --- - - \ -_ - - - — _ ILI ------I —L- - - - -� - = _- -� _---- Im 1 / I D, L _ --------------------_ _ __/ _ _ - ____-- - — --- ___- - =___ =_7JJ1 /� Vicinity Map. - T=III CENTER NORTH 1/16TH CORNER I n - - - - i/ L SEC. 16 , � I � � - 1 1 W - _ 12"W / � � #To r. it I FOUND ALUMINUM CAP ROSENLOF DRAIN 8 SS _g SS \ 8 � i 8"SS / s II \ �m CP&F INSTR. No. 2022-087210 40'NAMPA MERIDIAN IRRIUPI ION III r - P 1Jl I I - Bm 1 q DISTRICT EASEMENT \ I r / r� I III II FRANKLIN RD. FRANKLIN I � I -2547- - =____= III IJ I I 11N III // 11�I I I IIII IIII I � I a_ IIIII IIIIILD 11� I I I i 1 w I III Iw „ - IIII I I I I I I I® _ i 1 � III �� I I IIII 111 IIII vv 1 1 I II 1 III II IIII - - - - - - - - � � I � III - - II III IIIII — 2548- - - I / I I I r= = = = = _ - - / 1 , 01, 50 50' SITE RNV R/W III ' I I ., �I�III 1I III III ' I ; I �I — — III 1 q0' III II III 62 L3 �I I 'UNDER CONSTRUCTION III R/W IIIII1f IIIIII IIII 9.490;AC I I 11 I IIIIII \ - 11 Ihl1 IIIII ±�3,390-SF I B2 L2 _ B1 L1 I I I 1111111 \ If I III III I1111Ip IIII ; ,25 12.792-AC- �2-L1 I I 1 .713-AC I I11 I1I111 \ iNrERsrArEi-84 IIII IIII , , - - I 14.545-AC I , EXISTING BUILDING I ±74 603-SF 1 1 III \ ) II IIII Iq 1 I ±557,209 SF + 4- F I I - 1 1 Ilrll I1 IIII III i _633,59 s I ST LUKE S CONSOLIDATED �Il�lli IIIII 1 I I / I SERVICE CENTER °° I � UNDER CONSTRUCTION II 111/III _ - I I II I B1 L2 II _ -2550— — — I II II IiI�IVI -- I! I , i 1 .421-Ac II� °` o Existing Condition Notes. \IIIIIII I I ±61911-SF IIII cc 1. EXISTING CONDITIONS ARE SHOWN BASED ON ORIGINAL SURVEYS OF THE PROPERTY AND CONSTRUCTION PLANS FOR J ADJACENT PROJECTS AS RECENTLY COMPLETED. YNo J T 2. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, DIGLINE MARKS AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE \Ild IIII IIII _ I I/ UNDER CONSTRUCTION I I I I z OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. I I III�IIIp � _ _ _ _ _ 1 ' I III 2551 I - -- - I B1 L3 II II 1il 3. THE GROSS LAND AREA OF THE SUBJECT PARCELS IS 88.20 ACRES-_ IIII = - - - - - - - - - - - - - - - - - - - - - - - - - - - I II I \ li 11 I 11✓ - C-D I I+I III / w1 \ 1 .421-AC IIII \ 4. HORIZONTAL DATUM: NAD 83 STATE PLANE COORDINATES IDAHO WEST ZONE 1103 11 II1i I I - ±61 ,911-SF 5. VERTICAL DATUM: NAVD 1988 Cc z � 11� II Syr Y ° > 11 III - - - -- -- - - I I _ I J111 IIII � T � I V�I Iv R/W R/W R/W R/w -2552- UNDER CONSTRUCTION) 11 II IIII\ �' \ _ — _ RNV — — — _ /W \ 6„PI III III R/W - - W.G ra n d Mogul D r. R/W /W R/W Rau - - - R/W R/W \ - - - \ "PIR - 61 L4 I I \ 1 \\ \ InJ \ � _ - - R/W - - - - R/W R/W R - - �— - - \ ----- III\ _ - - - - R/W R - _ _ I I \ , II �11 , \ /w R/W R/W /Vu - 0 1 .463 AC — R/W II I TRH R/W - - - - - - - - - - - - - - \ r ±63,724-SF jl�ll IIIII 11 V ILI I / II I I 111 11 I ' IIIII ,, . 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No.2022-087211 - - - \II�II - - - - _ B3L3- \ \ \ - � � I -2559� / I �C ��D 50' r R� o j — q _ - - - - - _ 4483-AC _ ,- I ng►� III CC cn ±587,314=SF I - - - - - - - - - - - B3L2 0- - - I 'III J II II Lo c 0 _256 I I II11 I V III � 1��I\ SeM = ■ 13.006-AC — �_ _ - - I I I pC II IIII 9 I Ijll v \ JK � _ - - - \ °� a III / I °° N z }+ 557-SF T 56J�, 2561' I I a I I / IIIII v Ill N N y B3 L1 , \ I Z W I I _ _ — III — 1�I, 1Jr� w 13.331 -AC Ilr - o I / I m II I/1 \ - - - 685-SF _ _ IiI I \ I III I I ±580, � � W _ — _ — �/ IIII y IIIII �� II — ` Illlyl(- - - - - - � �vllllll / - - - - - - _ 'III I J I - - - - - - � / I I 1 01, \ .IIIII - — — Ilr ' zc� — 1 / \— _ — — — — I 2565 66- - - - - - - - - - - \ \ \IIIIII I � I � � m tq IIIIIIR ��CIN 3 , _ ,25 — _ II I y I I� 1 = �II II II ■ � _ - - — - - - \ II II I�® �El � Q �� � ( � IIIII ' IIIIII - - - - - - - � 11I I II ' r � � I �I III � z J / ITD DRAINAGE FACILITIES EASEMENT Lu II _ ^I IIII 2 � 111111 Q _ _ / j INS TR. No.108034102 � \ _ - - - - _ _ _ I _ -2568- - - - - - - IIIII I I I I /� IIIIIII' �SIIIII i � O - - _ _ _ - - II 1 I I I �I II _ —2569- - - - - - - - � — �1111111 I II I I LCCY I IIIII � / III I IIIIIII w Q NORTHERLY RIGHT OF WAY OF INTERSTATE 84 - - - 41 I G I q I r vl )h II - IIII III I � 2 _ _ -2570— I II , — IIIII i _ __ __�_ -� - - - - - - - - - - - - - - - - AS ESTABLISHED BY JUDGMENT OF _ �� — _ - _2571- - - - _ - IIII 11111111 -_ - - - - - DECLARATION OF TAKING No. 3889 R3 _ _ - - - - _ III , / / IIII ( 2- - - - - - - - - - IIIIIII I I® II V III 2g III Revisions 10 - - - —257 — _ IIIIIII I r /I ✓ � � \ I III °IIII IIII II _ I o ——= _ __ =L - - - - - - - - - - - - - - - - -_ _ — - - _ - - - _ _ - - - - - _2573- - - - - - - — - IIIIII IQJ— -z- - �_ III IIII IIIII i 1. T _- - - - - - - - - - - - - _ _ - - - - I _ _ — — 2574 — — — — — — — IIIIIIIIIII�I�\ I I I �� � l 111� IIIIIIII ---- - - - - - - - - - _ _ - - — 2575— — IIIIIIIII \ I �_ — _ _ - - - - - - - - — — - - - - - - - - - - - _ — III III / I �I II IIIII _ _ - _ _ -2576 - IIIIIIIIIII = \/ / 2�85111111111 - - - - -2577- - - - - II I a / III I I - -2578 - - - - �IIII�IIIIIII \ 'y I �� �� �� / 11 III fi IIIIIIIIIIIII o o i - - - - - - - - - - - _ I IIII I1 I o - = - _- - - - - - - - -2579- - - - - - ,\�IIIIIIIIIIIIII� \\ _ / // / �� / �I 11111�11111 Q o -2580 _ - - IIII IIII \ - 1 c� � = �=�- _ - - - - - � - - 2581 �IIIIIIIII II \ / / // // /� / / , / 1 11 11/,III 2g° Illllllllll = C M i — ate - - - — Y �Q�- II IIII /\ If�l 11 I � Q Lo — o —'— -- —2 Q J r i -___ - 2584 - -_ �1\\I� - - _ / / / / / i /I _ //IIIIII 111�\\ r Lu — II 11 I / IIII , 1 111 m N o r p �_ \\�__ _ _ _ �'�{— — _ — _ _ / / / / / / / /lll ////IIIII N — — / 95 Curve Table — o CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH rv8o°3251 — _ _ __ — - I �l�lllljl j \ ��\�I1/11111111� W _ _ _ -- — = \\ - - l�I�lllllllll IIIIIIIIII I C1 285.87' 385.00' 42°32'34" N68°16'51"W 279.34' �NTERST Ar _ APR"l 111�11,1 I 1 — — —l/llllll/lllllll'61 1111111111 II11 �5 \ST Gl C2 282.04' 397.00' 40'42'18" S67°49'00"E 276.15' ''184 III'lllllll -2 05-IIIIIII IIII ��0NAL E� C3 90.82' 353.00' 14°44'26" S80°47'56"E 90.57' - - �L �_J - o � �� o � ,� � 10961 C4 159.97 353.00 25 57 52 N60 26 47 W 158.60 - r C5 116.55' 738.54' 9°02'32" N52°51'58"W 116.43' _ _ `rTgTe�F \pPxx C6 216.09' 453.50' 27'18'05" N75°54'05"W 214.05' - �' - �s�NDF C8 206.86' 522.00' 22°42'20" N10°52'06"W 205.51' D4/2q/2025 S.16 Project No.: 124186 3 _ _ Date of Issuance: 04-29-2025 - - - - - - - - - - - - - - - S.16 S.15 Project Milestone: PRELIMINARY PLAT S.21 - - - - - - - - - - - - - - - - SOUTH QUARTER CORNER a SEC. 16 S.21 1 S.22 Preliminary Plat E CP&F INSTR. No. 2017-069027 SOUTHEAST CORNER s � SEC. 16 Existing Conditions Existin Conditions CP&F INSTR. No. 2016030754 e E a � 0 100' 200' aU aU Horizontal Scale: 1" = 100' PP 02 ��o E IDR 1AI�1, o,+�o APPROVED DATE 07/23/25 BLOCK 2 I I I T I FILE NUMBER:" 02e-owe I I I III CV LU I'll II Conceptual Future Development : I � I I, (Subject to Change) I - --- - NCD CID � J � r III I � u I 0 Oo x Ink I AVENUE"A"PUBLIC ACHD ROADWAY TO BE I W. Grand Mogul Dr. (Existing) T CONSTRUCTED AND DEDICATED WITH - I DEVELOPMENT OF PHASE 3. SEE SHEET PP04. w I — TEMPORARY ROADWAY TURNAROUND AND STUB WATER MAIN FOR FUTURE I 'LU ACHD EASEMENT I CONTINUATION WITH SITE DEVELOPMENT STUB WATER MAIN FOR FUTURE CONTINUATION WITH SITE DEVELOPMENT , r 4O'FC-FC 40'FC-FC 93 Nl� v) STUB WATER MAIN FOR - --- - PIRR - --- - I - - — I I -- - 6PIRR - -- - --- �PIRR - - --- - --6PIRR --- - -— —— — 6 IRR — �� I-JIL �� LL� Lb �� - -6PIRR - - -- — — ——— — —— — — ——— — ——— — ——— — ——— — ——— — ——— — ——— — —— — FUTURE CONTINUATION I I �� a I I a x I xx 1 12"W 2"W �' 12"W "W 12"W C3— 12"W 12"W 12"W 12"W Q SSMH 221 S MH 21 m - - — � — � + — — � � — — � � — � — I— — � I— Sm—I � 8SS —I "SS S� 1 i 37 O9---- 6 00 35+00 34+00 - 33+00 8 SS 32+0 8 S 31+00 30+00 8 SS 29+00 _ 28+00 SS 27+00 26+00 25+ 0 - 724+00-- 23+00 �22 ' 0 21+00 20+00 FIRE DEPARTMENT AND ° — — PUBLIC TURNAROUND I� i I I I a a — D — — — — — — — — — —— — — —— — — —— — — -- — — —— — — —— — — —a— — - — — - -- - - -- - - - - - - -- - - -- - - - - - -- - - -- - - -- - -- - - -- - - - -- --62IBS-- - - � FJB1� - -- - - -- -QTIR - - --- - -- a - - II PER IFC APPENDIX D r I i I "PIR R- `+PR — — — uDTllr — — — — —— R1) 6"P 6"PIFikJ 6" SSMH 20. — — — — " — 6"PIRR - SSMH 19 I , I I EX SSMH 18 GRANDMOGUL_P2 L - - _ _ _ _ II �� 40'FC-FC �� _ _ _ _ _ _ 40' L J EXISTING STA: 21+98±, OFF: 0.00' PROPOSED ACHD DRAINAGE FC-FC EASEMENTS AT DRAINAGE SYSTEMS _� L MATCH EXISTING STUB WATER MAIN FOR FUTURE I I STUB WATER MAIN FOR FUTURE I CONTINUATION WITH SITE DEVELOPMENT (TYP, NOT ALL LOCATIONS DETERMINED) PROPOSED CITY OF MERIDIAN EASEMENTS AT UTILITY —� STUBS (TYP, NOT ALL LOCATIONS DETERMINED) I — � '/1 I CONTINUATION WITH SITE DEVELOPMENT I = ~ 17 d I — I I — FF I — - BLOCK 3 ' I — ' I I I Conceptual Future Development (Subject to Change) II li I I I I I II I I W. Grand Mogul Dr - Concept Improvements - Phase 1 & 2 1 0 60' 120' Horizontal Scale: 1" = 60' GRANDIMOGUL P2: Sta. 20+00 - 38+20 0 2559ORIZ AL S ALE V = 5' +co 2559 o � VERTICAL SCALE: 1' = 0' F- LO Cn N m J CD LU co ti LC) + O O M Q Ln c M C! LO M N CD 2556 22 w U) N N co 2556 Cn J N CD W N CIOQ Lo PROPOSED GRADE AT CENTERLINE Q � W N I— LIM CY) J _p,45% U) N CD w 00 J 0.45% CD w 2553 �� ——— — 2553 r — ------------———— --- --- ————————— I BEGIN PROJECT 8EXISTING GROUND AT CENTERLINE EL:: 2552 47± 2550 2550 y ■, 328-LF OF 8-IN PVC AT 0 ° 60/ EXISTING EX SSMH 18 � SSMH 22 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 22+20.28, 3.671 C STA:33+70.56, 6.00'L I 209- RIM: 2552.24±SUMP: 2543.65 LF OF 8-IN PVC AT 0.40% IE IN: 2543.75, 8-IN PVC (W) 2547 2547 RIM: 2554.10± ° IE OUT:2549.31,8-IN PVC (E) IE OUT: 2543.65, 8-IN PVC (E) O SSMH 21 400-LF OF 8-IN PVC AT 0.40% =10 cc 48-IN MH PER ISPWC SD-501 STA: 30+42.90, 6.00'L RIM: 2555.51± SSMH 20 mime 48-IN MH PER ISPWC SD-501 213-LF OF 8-IN PVC CA CJ IE IN: 2547.34, 8 IN PVC (W) STA: 28+33.71, 6.00'L AT0.40% IE IN: 2547.34, 8-IN PVC (S) RIM: 2554.57± 2544 2544 IE OUT: 2547.24, 8-IN PVC (E) 190-LF OF 8-IN PVC AT 0.40% IE IN: 2546.40, 8-IN PVC (W) SSMH 19 � IE OUT: 2546.30, 8-IN PVC (E) 48-IN MH PER ISPWC SD-501 STA: 24+33.71, 1cc RIM: 2552.77± EXISTING ELEVATION AT CENTERLINE PROPOSED ELEVATION AT CENTERLINE IE IN: 2544.70, 8-IN PVC (W) IE IN: 2544.70, 8-IN PVC (S) 2541 IE OUT: 2544.60, 8-IN PVC (E) 2541 z M CO CS) CC) co O I` c0 _0 N 't I` O co C.D 6) N Ln r 00 � I— O N Q Lf) Lf') CO CO ti ti f� CO M N N N C+') Lf') ti 00 C3) N M U? CO � � r � (` O N Lf") M O co CO � r C)) CO co O M Ln N O ti � N M N N N N N N N N N N N N N N N N N N N N co co coM co N N N co M �_ O M M M M M ul ul u") 11 Lf") M M M M N N N N LC) Lf) Lo Lf) u") Lf) Lo Lf) _0 Lf) Lo Lf) Lf) Lf) Lf) Lf) Lf) Lo Lf) Lf') Lo LC) LC) U') Lo LC) Lo LC) LC) Ln LC) Ln LC) LC) Lo LC) Ln Ln Lo LC) LC) u) Lo u) Lf) LC) Lf) LC) Lf) Ln Lf) LC) LC) Lf) Lf) Lo Ln n n n Ln n n n n n n n n n n n n cq n n Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Lr) Lf) Ln Ln Ln ,n Ln ,n Ln L1) Ln Ln Ln Ln Ln Ln Q[ _ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CW Q G 38+20 37+80 37+20 36+60 36+00 35+40 34+80 34+20 33+60 33+00 32+40 31+80 31+20 30+60 30+00 29+40 28+80 28+20 27+60 27+00 26+40 25+80 25+20 24+60 24+00 23+40 22+80 22+20 21+60 21+00 20+40 20+00 Revisions 1. i SOUTH SIDE NORTH SIDE � I � I � I 44'PROPOSED RIGHT-OF-WAY I 18'ACHD SIDEWALK AND 18'ACHD SIDEWALK AND PUBLIC UTILITY EASEMENT 22 22 PUBLIC UTILITY EASEMENT 2' 2' 40'BACK TO BACK 2' 2' 4 � I � 10' 8' 12' 12' 12' 8' 10' 1 MULTI-USE PATHWAY PLANTER 2 THRU TWO WAY LT.TURN THRU 2 PLANTER MULTI-USE PATHWAY 1 I � I j 1 75% ±0 25% q &PROFILE GR DE LINE 1.75% ±0.25% - -2.00% -2.00% -I �`'� �`� 1� - —III —III 4'r I I III III III III III 111= III III III III III III III III I I I III III III III III III I��I I III III- III III III III III III III I I I,'111�r1 - zoNAL � I —I I —I I =1 I— — — TI =1 =1 I� l 11 11 l u l l —III—III—III—III=1 -1 -1 - S - -1 1= Gvsr r� \� — - I I— _ — I I—III—III—III—III—III—I I 11 � -III,;I I I I I�I I I 1=1 I I—III—III—III—i I III III III III-1 I I- I I=1 I I I I I i�I I I I I I I 1=i I I I I II . III, III III III III I CONSTRUCT 10-FT MULTI-USE I I I I I I I I I I I I I I I I I I I CONSTRUCT 10-FT MULTI-USE 10961 PATHWAY PER ACHD SUP SD-709 PATHWAY PER ACHD SUP SD-709 3-IN ASPHALT, SP-3, 0.50-IN COMPACTED NATIVE SUBGRADE s o COMPACTED NATIVE SUBGRADE (1/2") MIX, PG 64-28 6-IN VERTICAL CURB &GUTTER TgTe OF \pP� 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD-701 �,QS, 20-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1 �NDEN CONSTRUCT FULL-DEPTH ROADWAY BASE SECTION. 04/2q/2025 EXTEND 6"MIN. BEYOND BACK OF CURB. Project No.: 124186 W. Grand Mogul Dr. - 3 Lane Collector - Typical Section Date of Issuance: 04-292025 3 Project Milestone: PRELIMINARY PLAT Scale: NTS a E Concept Improvements s <E a �o PIP 03 E IDR !A , o,+�o APPROVED DATE- 005 BLOCK 2 ' �I FILE NUMBER:ER:�z0zs-oaos cc I I fd i WZO Conceptual Future Development , W. Grand Mogul Dr. = Q (Subject to Change) , ® T - \mil I II � I �-- ;1 OTS 40' FC-FC 40'FC-FC� / = r - - - - - - - I _ L — �R RIW — — — — — — — — — — — — — —— 12 W M ZL M Zl C.I M M ZL M�ZL M�ZI" MIZL MIZL MIZI MIZ1. 8 L 1 Ev J co J U � � I I —r 6+00 �— �-- T C' � ?0 T+00 5+00 � 4+00 3+00 2+00 1+00 0+00 I I EP - - - - - - - - - d3- - - - - - -d3 - - - - - - -d3 - - - - - - d3 - - - — d3 - - - - - - d3 — — — — — — d3 - - - - - - d3- - - - - - - d3- - - - - - - d3- - d3 d3 d3 I I —�— M - - - - - - - - - - - - - - --- - - -- - — 2 1 0 0 co co "Avenue A" Roadway - Concept Improvements - Phase 3 0 30' 60' Horizontal Scale: 1" = 30' O O + rn co 2556 N-S COLLECTOR: Sta. -0+30 - 8+10 o co co N 2556 "-) m J HORIZONTAL SCALE: 1" = 30' co N w m J C3 w VERTICAL SCALE: 1" = 2' co 2553 co 2553 N `1: .. O Q � Cn N CDw I C , w I` co P OPOSED GRADE A CENTERLINE y o cy PVI STA: 7+04.07 o ti _ LO "T PVI ELEV: 2548.56 X) � I+ N K:46.31 co N / i ■ 2 � LVC: 100.00 � 550 o U > U > 2550 > w 10 Ico co ± rn -0.40% ——— cn N co CD LU ' y 2547 ———— ---------- ———— ----------�--- --------- — '' 2547 Cc 256 I � ■_ IIj EXISTING GROUND AT CENTERLINE r ■_ 0 mime 2544 2544 cc z Q EXISTING ELEVATION AT CENTERLINE PROPOSED ELEVATION AT CENTERLINE O 2541 2541 co co 00 M Co 00 O N co 00 O N Go c0 O N 00 a0 00 00 I— I� O c0 M N N co M M N 00 00 N u') I` r- Co O O (o U') (o co O ` I� 00 O) N M � L.C') ti M d7 O M � I� � O co I� Co Lf) co Co I� ti ti ti T r� f� f r� r� r� f a0 O T O O O 6) T 6) - O - O T CV ti a0 a0 a0 a0 a0 O O O O O O O 6) O O O O O N cV co co �n Ln In In Ln Ln Ln Ln LO �n �n �n �n �n �n �n �n �n �n In �n Ln X) In Ln ") In Ln Revisions 1 N u) N u) N u) N LO N LO N LO N LO N l!) N V!l N l!) N l!) N LO N l!) N l!) N l!) N l!) N l!) N l!) N l!) N N l!) N N u) N LO N l!) N l!) N CV CV N N N N N N N N N N N N N N N N N N N N N N N ---- 1. 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1+80 1+50 1+20 0+90 0+60 0+30 0+00 -0+30 WEST SIDE EAST SIDE i I � I I 22' 22,R/W 16.5'ACHD SIDEWALK AND PUBLIC UTILITY EASEMENT 3' GRAVEL 3.5' 2' 4 SHOULDER �8 10 I � s`pGS14 AL G, 7 12 16.5 2' PLANTER MULTI-USE PATHWAY 1 I cL &PROFILE GRADE LINE 1.75% ±0.25% I 10961 3. -2.00% -2.00% OF ��P DEN — = II—���—���—���—IIIIIII Illlllllllllli�l IIIIIIII�II IIIII III, III, III III III 9SDN "'III ,III =1111=I,111=1111= "III „111=111=111=111=III-I 1111 1111 —11 04/2q/2D25 Project No.: 124186 �/ III III _III III CONSTRUCT 10-FT MULTI-USE Date of Issuance: 04-29 2025 3-IN ASPHALT, SP-3, 0.50-IN PATHWAY PER ACHD SUP SD-709 3 COMPACTED NATIVE SUBGRADE 6-IN VERTICAL CURB &GUTTER Project Milestone: PRELIMINARY PLAT (1/2") MIX, PG 64-28 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD-701 20-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 CONSTRUCT FULL-DEPTH ROADWAY BASE SECTION. Concept Improvements EXTEND 6"MIN. BEYOND BACK OF CURB. o "Avenue A% Collector Road- Typical Section 2 Scale: NTS PIP 04 fro E IDR !A , o,+�o APPROVED Oil DA� 0„23,25 — — — — — — — — — — — — (BASIS OF BEARING) Franklin Road FILE NUMBER'"-sots-oaos — — — — — — — — — — — — — — — — — — — — — — — — — WEST FRANKLIN ROAD Landscape Requirements: W Z 0 PER MERIDIAN, IDAHO CITY CODE: LANDSCAPE BUFFERS ALONG STREETS (11-3B-L ONE (1)TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHER W VEGETATIVE GROUND COVER. LANDSCAPE BUFFER PLANTING BED AREA: 131,308 SF ' • ESTIMATED MATURE SHRUB COVERAGE OF PLANTING AREAS: 14,000 SF(10.67%) I ESTIMATED MATURE TREE CANOPY COVERAGE: 146,869 SF (111.87%) —— — ——— — ——— — — — — — — — — — — — —— — — — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — — — — STREET TREES REQUIRED TREES PROVIDED W GRAND MOGUL DRIVE (±3175 L.F.) 91 TREES 91 TREES - -- -- -- -- -- -- - - FUTURE N-S CONNECTOR (±634 L.F.) 18 TREES 18 TREES I osenl_of_D_rai_n (NMID) w , --------------- _ _ _-------------------- ———————————————————————————————— � * LANDSCAPE BUFFER ALONG PHASE 1 OF GRAND MOGUL DRIVE WAS PERMITTED WITH PREVIOUS ADJACENT PROPERTIES-SHOWN FOR CONTEXT _ Tree Preservation / Mitigation: \ NO EXISTING TREES ON SITE. B LOCK 2 Keynotes: \ = y 1. CLEAR VISION TRIANGLE PER ACHD REQUIREMENTS rM I - �� I - w Material Legend: 0 3-IN DEPTH OF%"CRUSHED BASALT ROCK MULCH Conceptual Future Development I - - - m N AP r o Not Part I � ° (Subject to Change) I ' B2 L3 — a 11 EET_ UNDER CONSTRUCTION 9.490-AC _ 000 (' 000 ... o Do 00 +413,390-SF B2 L2 B1 L1„ ° _ B2 L1 o 12.792 AC 14.545-AC EXISTING BUILDING 1 .713-AC . a I + - ±557,209-SF + —74,603 SF PLANT SCHEDULE _633,594-SF ST LUKE'S CONSOLIDATED o °° I SERVICE CENTER 1 -__ �(D SYMBOL CODE BOTANICAL/COMMON NAME SIZE CONTAINER ' CLASS II TREES UNDER CONSTRUCTION o. g CARPINUS BETULUS'COLUMNARIS' I I w CC COLUMNAR EUROPEAN HORNBEAM 2"CAL. B&B li B1L2 0 w o � 35'H X 25'W AVENUE"A" NORTH-SOUTH 1 .421-AC 0 II ° COLLECTOR. SEE SHEET PL 06. ° + LIRIODENDRON TULIPIFERA'JFS-OZ' _61 ,911-SF ° LE EMERALD CITY®TULIP POPLAR 2"CAL. B&B o ° ° ° ° °o0 50'H X 30'W j - - °o tl 7 i o 1 QUERCUS SHUMARDII GRAND MOGUL WEST-SHEET PL 02 I I + �� ' "�� QS SHUMARD OAK 2"CAL. B&B UNDER CONSTRUCTION ° 60'H X 40'W Qo W I B1 L3 °°° I TILIA CORDATA 'PNI 6025 - ° 1 .421-AC TG GREENSPIRET"" LITTLELEAF LINDEN 2"CAL. B&B o °C - _61 ,911-SF 0 50'H x 3o'w i i �• I ' .o o° o° ZELKOVA SERRATA 'GLODELL' ° I , I --- ZA AUTUMN GLOWTI JAPANESE ZELKOVA 2"CAL. B&B o w 40'H X 30'W _ _ �. .� ! I III 1 � � � I11 � I � � CL �l _ - - I.L�J� 1 �- — :;7 UNDER CONSTRUCTION a CLASS III TREES — 11-�J I. _ _ Lll1 r — — p ` T — PLATANUS X ACERIFOLIA - -- A NE TREE CAL &B - -- � � B1 L4 P LONDON PLANE 2" B- - — W.Grand Mogul g Dr. F _ I 1 .463-AC r. 0 . � o� 80'H X 60'W - rt - - - - — __ i r ~\� ��I I 000 — o ° o ° 000 0000 � ° W�- � SHRUBS 1 — — m i �� � I ° _ EUONYMUS ALATUS'COMPACTUS' °° EC COMPACT BURNING BUSH 3 GAL. 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MIRABEAU PARKWAY, SUITE 10 'NrERsr R/w SPOKANE VALLEY, WA 99216 ATE I ft84 _ \��\ �EIOF/pq��/�j/ CONTACT- CLAY SAMMIS, SAWTOOTH DEVELOPMENT DUPE�� clay@sawtoothdevelopment.com q _ I PH: 858.229.3506 � — Engineer, Landscape Architect Planner: �� �-1 76A4�\ g p ANDSCAY�' //1 1 1 1 I 1 ���\04.29.2025 THE LAND GROUP, INC. 462 E. SHORE DR., SUITE 100 Project No.: 124186 — — — — — — — — — — — — — — — — — — — — — _ _ _ EAGLE, I D 83616 Date of Issuance: 04-29-2025 — — — — — — — — — — — — — — — — — — Project Milestone: PRELIMINARY PLAT Landscape R CONTACT: JASON DENSMER, PE (ENGINEER) Overall 3t-�� E 0 CONTACT: DAVID DUPERAULT, PLA (LANDSCAPE ARCHITECT) e EQ`n Overall 0 100, 200' CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) PH: 208.939.4041 Horizontal Scale: 1" = 100' E IDR !A , o,+Ho APPROVED 07/23/25 DATE FILE NUMBEH-2025-0006 F• / -- ; .� /iiii 'Ile _ — // ///, ■ ♦ A (6) PO SN 12 ♦ 3� RG / 3 10"r TG PS 5 ( ) P ■ ♦ // /,i//ii/ii//i,/i//T/,Tim -r,-.-,..-.--r.�._ 3)TG 5 3) LE ///r //// /r / / r/ ///// ///// ,/ ,�/ i/ /////■ / // ////////////////i///i//i/m m m-.�-.- 8)SN— ■■■■■■■■■■■■ .°o..voo evo=:e oaaeso / .:.: — Lr� riri,// r/r//,// , ,/ / / / / /// , / ///// ///// / / ////////////// / / //////,////////// /• ////////,/////// /, / I Ile / ////, ////// / ///////////////,� ♦♦♦ I I ■ ♦ 'iiiiiiiiiiiiii ii//,/ R ♦ ,////,/,// ,,,,,,,,,,,,,/,,, ,,,,,,,, //,// W.Grand Mogul Dr. 1 SAN — — — — — — — — — ■■■ ■ ■ ♦♦♦/ii /iiiiiiiii/iiiii 'i/ '� 'r riiiiiTiiiii/ '/ " iiiii iiiii ii �/ /•/ iiiii��////// /// // " "' "" " //// //// // II ~♦ ii 'iiiiiiiiiiii"" """"""" " ' ' ' """ii iiii///i , ,i / ,/iiiii�/�iiiiiiir/i // r/r/ / riiiii /// /. 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LU < Z Z �-- Cl Revisions 10 1. 0 0.05' 40, Landscape 184= West Area Horizontal Scale: 111 201 Keynotes: PLANT SCHEDULE PLANT SCHEDULE 1. CLEAR VISION TRIANGLE PER ACHD REQUIREMENTS SYMBOL ICODE I BOTANICAL/COMMON NAME SIZE CONTAINER SYMBOL ---[CODE BOTANICAL COMMON NAME SIZE CONTAINER CLASSIITREES SHRUBS CARPINUS BETULUS'COLUMNARIS' e,,vL EUONYMUS ALATUS'COMPACTUS' Material Legend: COLUMNAR EUROPEAN HORNBEAM 2"CAL. B&B EC COMPACT BURNING BUSH 3 GAL. • CC U 8'H X SW 3-IN DEPTH OF Y4"CRUSHED BASALT ROCK MULCH 35'H X 25W PANICUM VIRGATUM'SHENANDOAH' PS SHENANDOAH SWITCH GRASS 2 GAL. PjEjOF LIRIODENDRON TULIPIFERA'JFS-OZ' 4'H X 3'W 'Dup LE EMERALD CITY®TULIP POPLAR 2"CAL. B&B PHYSOCARPUS OPULIFOLIUS'MONLO 50'H X 30W PB DIABOLO@ NINEBARK 3 GAL. 0 &H X 6W QUERCUS SHUMARDII 0 PRINUS LAU ROCERASUS'OTTO QS SHUMARD OAK 2"CAL. B&B LUYKEN' % LA-176 PO 2 GAL. 60'H X 40'W OTTO LUYKEN ENGLISH LAUREL 3'H X 5W )VDSCA, TILIA CORDATA 'PNI 6025' RHUS AROMATICA'GRO-LOW' // Im\ 04.29.2025 • TG GREENSPIRE'" LITTLELEAF LINDEN 2"CAL. B&B RG GRO-LOW FRAGRANT SUMAC 3 GAL. Project No.: 124186 3'H X 6W 50'H X 30W SAMBUCUS NIGRA'BLACK LACE' Date of Issuance: 04-29-2025 SB BLACK LACE ELDERBERRY 5 GAL. Project Milestone: PRELIMINARY PLAT ZELKOVA SERRATA 'GLODELL' 8'H X 8'W ZA AUTUMN GLOW`" JAPANESE ZELKOVA 2"CAL. B&B SPIRAEA NIPPONICA'SNOWMOUND' Landscape 40'H X 30'W SN SNOWMOUND SPIREA 2 GAL. 1-84 West Area 0 ITH X 3W I 1 1 \mil CLASS III TREES PLATANUS X ACERIFOLIA PA LONDON PLANE TREE 2"CAL. B&B O80'H X 60'W If_1A E IDR !A , o,+�o APPROVED ----- DATE: 07/23/25 -- _ FILE NUMBER:n-2025 (12) RG _ (2)TG (3) QS .,r,////,rrr ( ) ............. 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CLEAR VISION TRIANGLE PER ACHD REQUIREMENTS SYMBOL CODE I BOTANICAL/COMMON NAME SIZE CONTAINER SYMBOL CODE I BOTANICAL/COMMON NAME SIZE CONTAINER CLASS II TREES SHRUBS O EUONYMUS ALATUS'COMPACTUS' ■� Material Legend: CARPINUS BETULUS'COLUMNARIS' EC COMPACT BURNING BUSH 3 GAL. • CC COLUMNAR EUROPEAN HORNBEAM 21,CAL. B&B 0 81H X 6'W 35'H X 25'W PANICUM VIRGATUM'SHENANDOAH, ■ 3-IN DEPTH OF 4"CRUSHED BASALT ROCK MULCH PS SHENANDOAH SWITCH GRASS 2 GAL. LIRIODENDRON TULIPIFERA'JFS-OZ' 41H X 31W ■� LE EMERALD CITYO TULIP POPLAR 2"CAL. B&B PHYSOCARPUS OPULIFOLIUS'MONLO' 50 H X 30 W PB DIABOLOO NINEBARK 3 GAL. 61H X 6'W 00 QUERCUS SHUMARDII PRUNUSLAUROCERASUS'OTTO 0QS SHUMARD OAK 2"CAL. B&B LUYKEN' 60'H X 40'W PO OTTO LUYKEN ENGLISH LAUREL 2 GAL. CA 3'H X 5'W TILIA CORDATA 'PNI 6025' RHUS AROMATICA'GRO-LOW' • TG GREENSPIRE'" LITTLELEAF LINDEN 2"CAL. B&B 0 RG GRO-LOW FRAGRANT SUMAC 3 GAL. 501H X 30'W 31H X 6'W ANN SAMBUCUS NIGRA'BLACK LACE' 0SB BLACK LACE ELDERBERRY 5 GAL. Cc ZELKOVA SERRATA 'GLODELL 81H X 81W ■ ZA AUTUMN GLOW'" JAPANESE ZELKOVA 2"CAL. B&B SPIRAEA NIPPONICA'SNOWMOUND' 401H X 301W SN SNOWMOUND SPIREA 2 GAL. ����/// 31H X 31W CLASS III TREES c O PLATANUS X ACERIFOLIA ■ANN PA LONDON PLANE TREE 2"CAL. B&B mw 801H X 601W CO) v C ■i z O CL) 00 °J o Revisions 10 1. OF Ipq�O��ji 1�Dupp ti LA-1 76 L4NDSCAP�'�4\�� \04.29.2025 3 Project No.: 124186 Date of Issuance: 04-29-2025 Project Milestone: PRELIMINARY PLAT a Landscape E 1-84 East Area 9 <E a �o PL 05 E IDR !A , o,+�o APPROVED OATS: 07/23/25 FILE NUMBER'a- 25 woe W Z O = ate 0 Ts _--_-_ --- P- EP EP EP- EP -- - — Avenue "A" EP EP EP EP EP EP EP EP EP El d3 � (4) CC (3)ZA North-South Collector 1 (10) RG (8) SN PS (10 1 (6) CC (3)ZA ��� (14) RG CC (2) (8) SN PS (10 1 RG (4) .♦ . ■ ♦ \\ ♦ \\\\\\\\\\\ .-.>.va.way♦aw.�wa�♦y\y\��\y\�1\SS\\\\\�\\�\\�\\�\\�\\�\\�\\�\\\\\\\\\\\\♦\♦ �." \\ ♦\♦\\\\\\♦y EP \ ♦ \ ♦\♦\♦♦\♦\♦. \ \ .\.\♦\♦.\. \y EP Landscape - Ave A Collector & Details ° 20' 0.05' Horizontal Scale: 1" = 20' Keynotes: PLANT SCHEDULE 1. CLEAR VISION TRIANGLE PER ACHD REQUIREMENTS SYMBOL CODE BOTANICAL/COMMON NAME SIZE CONTAINER CLASSII TREES Material Legend: CARPINUS BETULUS'COLUMNARIS' • CC COLUMNAR EUROPEAN HORNBEAM 2"CAL. B&B 35'H X 25'W 3-IN DEPTH OF 4"CRUSHED BASALT ROCK MULCH LIRIODENDRON TULIPIFERA'JFS-OZ' LE EMERALD CITY®TULIP POPLAR 2"CAL. B&B O 50'H X 30'W NOTES: QUERCUS SHUMARDII IDS SHUMARD OAK 2"CAL. B&B ■ 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS 60'H X 40'W RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; ■ YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE TILIA CORDATA 'PNI 6025 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. TG GREENSPIRET" LITTLELEAF LINDEN 2"CAL. B&B NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 50'H X 30'W 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. ZELKOVA SERRATA 'GLODELL' 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE PREVAILING WIND DIRECTION ZA AUTUMN GLOWTI JAPANESE ZELKOVA 2"CAL. B&B y STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, 40'H X 30'W ■1 GALVANIZED NAILS TO PREVENT SLIPPAGE. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. CLASS III TREES ANN 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE WATER RETENTION ARCHITECT IMMEDIATELY. MULCH LAYER BASIN PLATANUS X ACERIFOLIA CC 2"x 2"x 8'CEDAR STAKE- DO NOT PENETRATE ROOTBALL. PA LONDON PLANE TREE 2"CAL. B&B ■� ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. 80'H X 60'W SOIL LINE \ MULCH LAYER, KEEP MULCH 3"AWAY FROM \//�\/\\ �� \ \� �� �� \�/\\j\\j SHRUeB�S'' EUONYMUS ALATUS'COMPACTUS' O TRUNK /\\/�\/\\ `�� j\\j\\j / j EC COMPACT BURNING BUSH 3 GAL.IN ■� 8'H X 6'W UTILIZE SOIL/ROOT PROBE AROUND TRUNK \ PANICUM VIRGATUM 'SHENANDOAH' BACKFILL WITH SOIL PLANTING MIX. SEE \\/�\\�\\�\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\//\\// PS SHENANDOAH SWITCH GRASS 2 GAL. COMMERCIAL \/ / / / /\/\/\/\/\/\/\/\/\/\/ BACKFILL WITH SOIL PLANTING (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE �\ 3" \//\//\//\/ //\//\/ 4'H X 3'W CA CJ HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FERTILIZER TABLETS \\j/\\ ///\/\ \ \ ///\\ MIX. SEE SPECIFICATIONS FOR PHYSOCARPUS OPULIFOLIUS'MONLO' POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ��� ADDITIONAL INFORMATION. PB DIABOLO® NINEBARK 3 GAL. � � _ � � I FINISH GRADE z z REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP /\\/\\ /\\/ 6'H X 6'W \ A/ A w OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC \ \ \j\/ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS PRUNUS LAUROCERASUS'OTTO LUYKEN' FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \\/\\ /\\/\\ PO 2 GAL. OTTO LUYKEN ENGLISH LAUREL WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE \\/ \/\/\/\/\/\ \ \/\/ \/�/ 3'H X 5'W ■ LEFT ON THE BOTTOM OF THE ROOTBALL. RHUS AROMATICA'GRO-LOW' \� \//\//\//\//\//\//\//\//\//\/\ / �/j SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL RG GRO LOW FRAGRANT SUMAC 3 GAL. jam ■ ���+���"' 3'H X 6'W CD z 2x ROOTBALL DIAMETER SAMBUCUS NIGRA'BLACK LACE' Q Shrub Planting SB BLACK LACE ELDERBERRY 5 GAL. O p Deciduous Tree Planting3x ROOTBALL DIAMETER 0 8'H X 8'W = 1 Scale: NTS 2 Scale: NTS f SPIRAEA NIPPONICA'SNOWMOUND' W SN SNOWMOUND SPIREA 2 GAL. �/ 3'H X 3'W Revisions 1. OF ti9 DUPE�9 LA. 1 76 \ LANDSCX I M 1 W\04.29.2025 3 Project No.: 124186 Date of Issuance: 04-29-2025 Project Milestone: PRELIMINARY PLAT Landscape E Ave A Collector & 9 Details �R --- PL 06