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HomeMy WebLinkAboutGasser LD Subdivision Pre-Plat 20-005 M PRELIMINARY PLAT SHOWING GASSER DEVELOPMENT POB FOR LEGAL UNION PACIFIC RAILROAD DESCRIPTION L7SUBDIVISION ° W - - - - S88°28'33"E 1183.65' _ _ - - - - - - - - A PARCEL OF LAND SITUATED IN THE WEST 1/2 OF THE 48' wW BLOCK 1 SOUTHWEST 1/4 OF SECTION 11, TOWNSHIP 3 NORTH BLOCK 1 � LOT 4 I � 18,068 SF i LOT2 I 0 Plan Scale: l" - 80' 240 RANGE 1 WEST, , , BOISE MERIDIAN ADA COUNTY IDAHO Q 48,987 SF 0.41 AC.± O BLOCK 1 w 1.12 AC.± LOT 3 MARCH 2024 J 104,302 SF BLOCK 1 2 W 2.39 AC.± 116,712 LOT 6 � ryW BLOCKI 268AC±F I PRELIMINARY PLAT NOTES PRELIMINARY PLAT DATA z 1 1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN SITE DATA EFFECT AT THE TIME OF RE-SUBDIVISION. M/a M/a�M/� BLOCK 1 PARCEL NUMBER(S): S1 21 1 336065 LOT 5 2. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT OR AS SPECIFICALLY CURRENT ZONING: C-G (GENERAL RETAIL AND SERVICE COMMERCIAL DISTRICT) M/a 17,186 SF APPROVED AND/OR REQUIRED. PUBLIC STREET A �M/a M/a 0.39 AC.± REQUESTED ZONING: R-40 (HIGH DENSITY RESIDENTIAL DISTRICT) M/a\R/w I 3. ALL DEVELOPMENT WITHIN THIS SUBDIVISION SHALL BE CONSISTENT WITH THE CONDITIONS OF a DEVELOPMENT WITHIN THE DEVELOPMENT AGREEMENT. C-G (GENERAL RETAIL AND SERVICE COMMERCIAL DISTRICT) 4. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY. PROJECT AREA: ±38.99 ACRES (GROSS) W W M/b 5. THIS DEVELOPMENT IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS. C-G PROJECT AREA: ±16.07 ACRES (BLOCK 1, LOTS 2 & 3; BLOCK 2, LOTS 1-4; W M/N \y' 6. DIRECT LOT ACCESS FROM N. TEN MILE ROAD AND W. FRANKLIN ROAD IS PROHIBITED UNLESS & BLOCK 3, LOTS 1-7, 9 AND 12-14) APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN. R-40 PROJECT AREA: ±15.94 ACRES (BLOCK 1, LOTS 4-18) BLOCK 1 COMMON LOTS: ±2.14 ACRES (BLOCK 1, LOT 1; BLOCK 2, LOT 5 & W W BLOCK 2 /w LOT 8 I 7. THIS DEVELOPMENT RECOGNIZES 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: BLOCK 3, LOTS 8, 10, 11 AND 15) LOT 4 BLOCK 2 "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME RIGHT OF WAY DEDICATION: ±4.84 ACRES W 36,506 SF LOT 1 58,587 SF I A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING PROJECT AREA: ±38.99 ACRES 0.84 AC.± 34,336 SF 1.34 AC.± NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN 3 W W W 0.79 AC.± THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS DIMENSIONAL STANDARDS FOR THE R-40 DISTRICT (PER TABLE 1 1-2A-8) W CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS BLOCK 1 BLOCK 1 FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL MINIMUM PROPERTY SIZE/DWELLING UNITS 01 1,000 SF W 3 LOT 10 FACILITY OR EXPANSION THEREON." MINIMUM STREET FRONTAGE 0' 32,541 SF 55,0T 9 140 SF REAR SETBACK 12' W 0.75AC.± I 8. BLOCK 1, LOTS 2 AND 3; BLOCK 2, LOTS 1-4; AND BLOCK 3, LOTS 1-7, 9 AND 12-14 ARE INTERIOR SIDE SETBACK 3' 1.27 AC.± PROPOSED COMMERCIAL LOTS (C-G ZONING). STREET SETBACK FOR GARAGE 3 I LOCAL 20' 5 BLOCK 2 w 3 9. BLOCK 1, LOTS 4-18 ARE PROPOSED RESIDENTIAL LOTS (R-40 ZONING). COLLECTOR 25' W Lu 10. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE STREET SETBACK TO LIVING AREA `) WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO LOCAL 10' _W m IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SAID CANAL COMPANY. ALLEY 5' COLLECTOR 20' is 61 ALLEY 5' _ I STREET LANDSCAPE BUFFER BLOCK 2 BLOCK 2 LEGEND a COLLECTOR 20' r W W LOT 3 LOT 2 BLOCK 1 w W 38,529 SF 39,218 SF LOT 13 BLOCK 1 _ _ BOUNDARY LINE ARTERIAL 35' w p W 0.88 AC.± 0.90 AC.± BLOCK 1 49,728 SF 5 LOT 140,320 SF - - ADJACENT PROPERTY LINE INTERSTATE ENTRYWAY CORRIDOR 50' ' o 1.14 AC. 1.16 AC.± - - - SECTION LINE MAXIMUM BUILDING HEIGHT 60' Lo N L W R/W R/W RIGHT-OF-WAY LINE DIMENSIONAL STANDARDS FOR THE COMMERCIAL DISTRICT (PER TABLE 1 1-2B-3) bb i o y 3 BLOCK 1 LOT LINE z z 1 W W LOT 11 BLOCK 1 W \ 31,365 SF LOT 7 I FRONT SETBACK 0' REAR SETBACK 0' 0.72 AC.± 38,711 SF FOUND BRASS CAP INTERIOR SIDE SETBACK 0' 0.89 AC.± N CV ® FOUND ALUMINUM CAP STREET LANDSCAPE BUFFER M/21 M/21 NM/8 M/b M/LI M/y 0 FOUND 5/8" REBAR PLS 5082, UNLESS LOCAL 10' COLLECTOR 20' �2 OTHERWISE NOTED PUBLIC STREET B ARTERIAL 25' FOUND IRON PIPE, NO CAP ENTRYWAY CORRIDOR 35' ® INTERSTATE 50' M/a M/a /a M/a M/a 00 0 CALCULATED POINT LANDSCAPE BUFFER TO RESIDENTIAL USES 25' IO MAXIMUM BUILDING HEIGHT 65' 3 W W BLOCK BLOCK o SURVEY CONTROL NOTES UTILITIES W LOT 1 LOT 12 BLOCK 1 v�i 22,500 SF 64,218 SF 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1 103) WATER: CITY OF MERIDIAN LOT 15 AND NAVD 88 VERTICAL DATUM. SEWER: CITY OF MERIDIAN BLOCK 1 0.52 AC.± 1.47 AC.± 57,209 SF IRRIGATION: NAMPA & MERIDIAN IRRIGATION DISTRICT I W W BLOCK 3 POWER: IDAHO POWER LOT 18 1.31 AC.± I NATURAL GAS: INTERMOUNTAIN GAS CO. 31,136 SF I PROJECT TEAM TELEPHONE: CENTURYLINK W LOT 1 SF \ 0.71 AC.± FIRE PROTECTION: MERIDIAN FIRE DEPARTMENT 4 PROPERTY OWNER / DEVELOPER POLICE PROTECTION: MERIDIAN POLICE DEPARTMENT 1.14 AC.± SOLID WASTE COLLECTION: REPUBLIC SERVICES NAME: GFI - MERIDIAN INVESTMENTS II LLC V WWW BLOCK 3 BLOCK 3 CONTACT: TREVOR GASSER VICINITY MAP ADDRESS: 74 E. 500 S. SUITE 200 LOT 2 �_ I CITY/STATE/ZIP: BOUNTIFUL, UTAH 84010 WWW 24,450 SF PHONE: 801.292.5000 NOT TO SCALE W 0.56 AC.± \ BLOCK 1 BLOCK 1 I EMAIL: trevor®tgirealestate.com LOT 17 LOT 16 37,143 SF ENGINEERING o ��L1 36,395 SF o1 \ W \ 0.85 AC.± 0.84 AC.± NAME: KM ENGINEERING, LLP. IIKL_ CONTACT: MIKE BULTMAN, P.E.ADDRESS: 5725 N. DISCOVERY WAY CITY/STATE/ZIP: BOISE, IDAHO 83713PHONE: 208.639.6939 W 48' BLOCK 3 M/H M/a M/21 M/N M/N M/N MIA Raw EMAIL: mbultman©kmengllp.com W LOT 13 W 40 773 SF R�� LANDSCAPE ARCHITECT - RAILROAD W L6 W. FRED SMITH STREET W. FRED SMITH STREET 0.94 AC.± BLOCK 3 NAME: KM ENGINEERING, LLP. LOT 3 RAW CONTACT: ALYSSA YENSEN, PLA PROJECT 47,431 SF �R/w ADDRESS: 5725 N. DISCOVERY WAY z I LOCATION U. 1.09 AC.± M/2 M/N M/8 M/N M/N R/W CITY/STATE/ZIP: BOISE, IDAHO 83713 PHONE: 208.639.6939 EMAIL: ayensen@kmengllp.com BLOCK 3 z ARCHITECT LOT QBLOCK 3 LOT 4 62,666 SF BLOCK 3 NAME: TAO BLOCK 3 z CONTACT: DAVID RUBY, AIA LINE TABLE19,581 SF 1.44 AC.± LOT 6 OLOT 12 0.45 AC.± 18,157 SF ADDRESS: 499 MAIN STREET 32,952 SF Q CITY/STATE/ZIP: BOISE, IDAHO 83702 LINE BEARING DISTANCE N~ - W.FRANKLIN ROAD 0.42 AC.± > 045 0.76 AC.± z . . L1 N00°41'48"E 5.00EMAIL: david®taoidaho.com W 5/8" REBAR,N WWWW BLOCK 3 W KSK 16662" L2 N78°17'09"W 68.91 a W WW . ui zN O � LOT10 L1 L3 N52°20'33"W 32.04 cV 35,570SF INDEX OF DRAWINGS wl N88°37'58"W 227.97' L4 S89°08'00"E 13.000.82AC.±y ' N88°37'58"W 237.14' SHEET NO. SHEET TITLE L5 N00°52'00"E 60.00 of 15 yW. W. W. WyW yW .W . W .W .W .W .W . W PP1 .0 PRELIMINARY PLAT - COVER o `I-J . W .. W.. W.. .. .. . Wy yWyWyWWW �.W ..W ..W BLOCK3 w BLOCK rn L6 N89°08'00"W 10.00 z o BLOCK 3 W W N WW WW W W W PP2.0 PRELIMINARY PLAT - EXISTING CONDITIONS 9 w 7 48.00N A S882833E42,952 SFZ LOT 11 086 AC ± PP3.0 PRELIMINARY PLAT LOT DIMENSIONSW .18,614 SF W W W W . . . . . . 0.99 AC.± "' W W 0.43 AC.± W W W W W W W W W W ; BLOCK 3 I PP4.0 PRELIMINARY PLAT - PRELIM. ENGINEERING W W W N W W W W W W y W W W W W W W W W W W W `W `W `W `W `W ` WW WW WW WW WWWWWW WWWW oo _ PP4.1 ENGINEERING PLANS GASSER LAND DEVELOPME NT NAL5/8" REBAR,WW WWW WW PP4.2 ENGINEERING PLANS JOWWW W W W W W W "KSK 16662" O OEN SFFO, y�i/L -WWW W W Mb WWWW 8 MERIDIAN, IDAHO \, WM/ R, N PP4.3 ENGINEERING PROFILES N89°09'36"W 247 81 ' PRELIMINARY PLAT - COVER L2 PP4.4 ENGINEERING PROFILES N89°09'36"W 38 10 17381 F- _ E N G I N E E R I N G PP4.5 ENGINEERING PROFILES REVISIONS Ln o S89°09'36"E 1328.97' _ _ OF 5725 NORTH DISCOVERY WAY - _ _ _ PP4.6 ENGINEERING ROAD SECTIONS �'�� qTF ��P P`' 4 �4\ BOISE, IDAHO 83713 15 14 SOUTHWEST CORNER o PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER NO. ITEM DATE ti F� G. 6� Q SECTION 1 1 W. FRANKLIN ROAD "' W. FRANKLIN ROAD 1 ACHD COMMENTS 5/31/24 PHONE(208)639-6939 POC FOR LEGAL WEST 1/S CORNER PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN kmengllp.com DESCRIPTION SECTION 11 ----------  -== PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN DATE: 5/14/24 - - - PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN PROJECT: 20-005 SHEET NO. PPL5.0 PRELIMINARY PLAT FENCE PLAN PP1.0 - PRELIMINARY PLAT SHOWING \ \' \ - _ - - � - - - GASSER DEVELOPMENT PACIFIC RAILROAD UNION P � � ' — SUBDIVISION S8_33"E 1 183.65' --=— � S A PARCEL OF LAND SITUATED IN THE WEST 1/2 OF THE 48; SOUTHWEST 1/4 OF SECTION 11, TOWNSHIP 3 NORTH, \ \ \ I RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO 0i / \ LLJ MARCH 2O24 o w /����� \ \ —2571 \ z \ \ I LEGEND y ADJACENT PROPERTY LINE SECTION LINE R/W R/W RIGHT—OF—WAY LINE w w w WATER LINE (SIZE AS NOTED) s s SANITARY SEWER LINE (SIZE AS NOTED) o 1-2S� I so STORM DRAIN LINE (SIZE AS NOTED) 2` t GRAVITY IRRIGATION LINE (SIZE AS NOTED) / I e GAS LINE \ I C1 OVERHEAD POWER LINE UNDERGROUND POWER LINE FIBER OPTICS LINE / �tK \ \ II \ (� FENCE STORM DRAIN MANHOLE so 2s�3` I wv SO SANITARY SEWER MANHOLE I \ \ WATER VALVE N I \ \ I ® WATER METER I / I � \ III FOUND BRASS CAP ® FOUND ALUMINUM CAP —5' ACHD SLOPE EASEMENT FOUND 5/8" REBAR PLS 5082, UNLESS \ \ \ I OTHERWISE NOTED 2575 S1211336065 aWo / \ \ II FOUND IRON PIPE, NO CAP7 � GFI MERIDIAN IVESTTMENTS II LLC � CALCULATED POINT 2954 W. FRANKLIN ROAD \ \ r w \ \ N T -o c p \ \ \ / \ `2S�S 00 Lp � I � I z pl l \ \ I S1211346841 wZI� 1 \ \ ti5�6 \ WINGETBRANDE \ \ \ I 2700 W. FRED M TH STREET IV) A 5 o . \ \ \ 1 \ \ N N N N 00 CS CS CP L �f U1 U C3 (P I- —1 �1 �1 J J J t1•) \ 0 CP c0 O N W P (P 0 J N\ I 1 1 r— �48 Raw \ J \ \ \ \ \ \ \ \ W. FRED SMITH STREET Ste, L6 \ \ \ � \ \ � r — o I— \ L 00 CITY OF MERIDIAN \ 1P \ \ \ / 2579\ WATER EASEMENT Q pz \ LINE TABLE _ c \ L4�\��F. \ \ �O�0���� \ \ ^ Q LINE BEARING DISTANCE 45' ' f,P\ Q l I I \ \ > J I \ X \ \�� ,f \ \ I J \ z L1 N00°41'48"E 5.00 001 I 1 / / 5/8" REBAR, z N L2 N78°17'09"W 68.91 CENTERLINE OF TEN I "KSK 16662",3 MILE CREEK I / / Tr /N I 1 S1211346615 L1 L3 N52°20'33"W 32.04'p No GRAND JR LLC \ 7'58"W 2 N883 2770 W. FRANKLIN ROAD L4 S89°08'00"E 13.00 \ N88 37 58 W 237.14 \ / / L5 N00°52'00"E 60.00 w N' I \\ �\ \ \ 1\\ / L6 N89°08'00"W 10.00 a Z o \ \\N \\\\ \ ( Q ; 44'x48' CITY OF MERIDIAN 0 / ` a o / o I \ \\\ SEWER AND WATER EASEMENT I L7 S88°28'33"E 48.00 Z I —'( \\ \\\ CITY OF MERIDIAN LLJ �I3 S1211336300 S1211336401 / 5' ACHD SLOPE 'EASEMENT \ \\\\ \ 1 WATER EASEMENT o / / oo ADA COUNTY HIGHWAY DISTRICT X JOHN MORTON \ 0 1 z CENTERLINE OF IDAHO M 2910 W. FRANKLIN ROAD 2880 W. FRANKLIN ROAD o QiE POWER EASEMENT o GASSER LAND DEVELOPMENT O SS�pNAL fNc, (INCLUDES POLES AND / o o\ — 2569_ III 5/8" REBAR, \ w ALL APPURTENANCES) 0 N "KSK 16662' /— _ / —X X X X MERIDIAN IDAHO o� �E SFo F PRELIMINARY PLAT - EXISTING CONDITIONS ^� N89°09'36"W 247.81 ' L2 � c c ,2" ,z"ci ,z"c `c `\ 1 17381 N _ - 10 11 N89°09'36"W 385.32' ° E N G I N E E R I N G w� — — — — — — f —w ' 0 8.,sp / REVISIONS ��9T Po = �-s- s s ,a"sD ,s" S89°09'36"E 1328.97' �a"S � — — F OF �� P 5725 NORTH DISCOVERY WAY Tcn— 0 15 14 \ �� s — — , 0 2 — — —Spy — N0. ITEM DATE ti �� M w qF� 0 Bv� BOISE, IDAHO 83713 --\ w w w w w w w w Q SOUTHWEST CORNER W. FRANKLIN ROAD N \ \ W. FRANKLIN ROAD 1 ACHD COMMENTS 5/31/24 PHONE(208)639 6939 WEST 1/16 CORNER kmen II com z SECTION 11 � w w \ w SECTION 11 s s— U w w�w w w wow w w w � g p 5 s` s-- s^ s s s s s 5 s s s s s s s ,l — — 6"sD \ DATE: 5/14/24 r \ 0 80 160 240 PROJECT: 20 005 0 Plan Scale: 1" = 80' SHEET NO. PP2.0 TMIMM p I I � � ........ PRELIMINARY PLAT SHOWING GASSER DEVELOPMENT UNION PACIFIC RAILROAD L7 L SUBDIVISION- - :27- - - S88°28'33"E 1183.65' _ 405' _ 120 WW 415' - - - - A PARCEL OF LAND SITUATED IN THE WEST 1/2 OF THE �-48' WW `n BLOCK I SOUTHWEST 1 4 FSECTION 11 TOWNSHIP 3NO RTH, BLOCK 1 LOT 18,068SF o LOT io RANGE 1 WEST BOISE MERIDIAN ADA COUNTY I DAHO Q 48 987 SF N 0.41 AC.± 1 1 1 LOT 3 "It MARCH 2O24 O W BLOCK 1 1 1.12 AC.± LOCK 104,302 SF N BLOT 61 z W 2.39 AC.± 120' 116,712 SF 000 uj r y BLOCK 1 2.68 AC.± "I LEGEND z ? 22' 33' I - - BOUNDARY LINE 140' 48' 3p o BLOCK 1 - - ADJACENT PROPERTY LINE /a LOT 5 - - - SECTION LINE PUB 162' S1, 17,186 SF R/W R/W RIGHT-OF-WAY LINE -PUBLIC STRE ET A 2 0.39 AC.± s I I � •� ' / 100' 1�i I FOUND BRASS CAP I .2 ' 127' 36 26. 386' ® FOUND ALUMINUM CAP 96' 29' 338' 48' FOUND 5/8" REBAR PLS 5082, UNLESS IIII 161, 125' OTHERWISE NOTED IIII I . W . '• , ® FOUND IRON PIPE, NO CAP W 94' 16, 9 BLOCK 1 BLOCK 2 r .3g• /i �6 CALCULATED POINT III LOT 4 BLOCK 2 LOT 8 36,506 SF LOT 1 58,587 SF r III W 0.84 AC.± 34,336 SF r A F 1.34 AC._ o° 0.79 AC.± C° ____1 yv F BLOCK 1 W F N LOT 10 BLOCK 1 o �• " 0.75 AC ± N 55,0140 SF � 168'T 9 32,541 SF 338' I 04 W 179' 182' - 1.27 AC.± 170' W BLOCK 2 N a Lu w W i= NF rn irn u p� W W i m F 143' _ BLOCK 2 BLOCK 2 : " I "oy 38 5029 SF Lo T 3LOT 2 F BLOCK 1 BLOCK 1 w W N 39,218 SF N I 189' LOT 14 w p W 0.88 AC.± 0.90 AC.± F LOT 13 1 BLOCK 1 49,728 SF N 50,320 SF rn 00 o W I F 1.14 AC.± 1.16 AC.± " L' L W 00 00 i0 01 o W A F BLOCK 1 z z w W y a, LOT 11 BLOCK 1 I III � J �• ci 31,365 SF in LOT 7 2g 175' 0.72 AC.± r, 38,711 SF 182' 0.89 AC.± cV I' 0 -� - - PUBLIC STREET B - - M I" BLOCK 1 168' 170' ;� LOT 12 18• 3 6 170' / 182' 143' M 64,218 SF 321' I M L Lo 1.47 AC.± I W � 0 19' BLOCK ° BL K 3 0 i LOT 1 00 A F1.0 BLOCK 1 con I' 22,500 SF BLOCK AC. 00LOT 15 W ± F BLOCK 1 ^ 57,209 SF I I W 1.31 AC.± 'a"o '; � F LOT 18 I BLOCK 3 122 31,136 SF oo y LOT 14 d ' F 0.71 AC.± o 49,552 S o F 00 W 1.14 AC.± 206' 40' 265' 321' I BLOCK 3 W BLOCK 3 N 262' w LOT 2 A < r, W 24,450 SF '� BLOCK 1�o- W \ � W 179' 0.56 AC.± BLOCK 1 I LOT 17 W $ i 37,143 SF M 36,395 SF to 0.85 AC.± 0.84 AC.± W r W `b 87 200' 48' 50' W BLOCK 3 W W LOT 13 ` N \ \ 1 y 1 1 J 1 1 1 1 1 1 J 40 3 SF y L6 0.9'4 AC._.± �o SwN BLOCK 3 W. FRED SMITH STREET- - - W. FRED SMITH STREET- LOT 3 r T r T W 47,431 SIF "^ t o L 101 1.09 AC.± 22 368' 0 57. 21' 71' N WWWWWWW �9� ��s BLOCK3 z BLOCK 3 LOT 5 Q O O W WW�FWWWWWy N 3 BLOCK 3 LOT 4 62666 SF BLOCK z W LINE TABLE W W L4 W Wei W W W W . W W LOT 12 19,581 SF 1.44 AC.± LOT 6 O o W 3 WWlFW�,p�WW . WW WW W 18,157 SF 32952 SF 0.45 AC.± Q LINE BEARING DISTANCE' 0.42 AC.± >0.76 AC.± 19' z L1 N00°41'48"E 5.00 o- <� lu 65" N o cV rM Wy yy 0 � �.- . 69' " , L2 68 .91 BLOCK 3 ° 0 a "KSK 16662" OWW W ' O L3 N52°20'33"W 32.04 W ° Wz = N 351570 SFy 93'_ 106' 1 S89*08'00"E 13.0058W 227.97 L4 Lu N88°3758"W 237.14' WW y . WWWW ` . . . . . y . . . . . � w L5 N00°52'00"E 60.00 zwaza z 0 ooI3"W'WW°WWWWWW W,�WWWWWW,�Wz Loy,. o aw _ Q. .. BLOWCK 3 W N c BLOCK3` ` ` ` ` ` . . . . BLOCK y ° ° yyy y -n - _ - -- - w - �o F N G L6 N89°08'00"W 10.00 V) LOT 7 a LOT 9 w 37,311 SF , l L7 S88°28'33"E 48.00 > 0.86AC.±ZW W . W . . . WWW cp 0.99AC.± (ooZ 18614SFW es W `,0.43 AC.± W I00 CL WWWW GASSER LANDDEVELOPMENT W W W W W 5 8" REBAR> SSpNAL C0 "KSK 16662" 33 34' �, ENSFO 1�L Z M° "02' 12 77' $$ -7 MERIDIAN, IDAHO -R/W 09 36 W 247.81 PRELIMINARY PLAT - LOT DIMENSIONS 1738L210 11 N89°09'36"W 38 REVISIONS s� �� ENGINEERING _ S89 09 36 E 1328.97 ���' 9TF OF ��P�Q= 5725 NORTH DISCOVERY WAY } 15 14 o - NO. ITEM DATE �S'qF� G. 6 � BOISE, IDAHO 83713 It Q SOUTHWEST CORNER W. FRANKLIN ROAD "' W. FRANKLIN ROAD 1 ACHD COMMENTS 5/31/24 PHONE(208)639 6939 Z SECTION 11 WEST 1/16 CORNER kmengllp.com SECTION 11 DATE: 5/14/24 a - - - - - - - 0 80 160 240 PROJECT: 20 005 a Plan Scale: 1" = 80' SHEET NO. 0 a PP . M PRELIMINARY PLAT SHOWING .......... - GASSERD DEVELOPMENT UNION PACIFIC RAIL ROAD N �H� � SUBDIVISION s A PARCEL OF LAND SITUATED IN THE WEST 1/2 OF THE 0 48' W SOUTHWEST 1/4 OF SECTION 11, TOWNSHIP 3 NORTH, � I 'ov WW 4 I RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO Oa W W IRR INV. O W i MARCH 2O24 z y 1 LEGEND BOUNDARY LINE — — ADJACENT PROPERTY LINE TEE SECTION LINE "w s^w s w er'w O R/W R/W RIGHT—OF—WAY LINE PUBLIC STREET A �s"w � M� w w w WATER LINE (SIZE AS NOTED) � 8� errs sr,s i errs� a'•w \ O I ss—a\8S �srw 2 s s s SANITARY SEWER LINE (SIZE AS NOTED) W 3 / \8 S\ w a —SD—SD STORM DRAIN LINE SIZE AS NOTED arrw srrw srrw a„w ( ) a"s 8"s s"s s"s 4 GRAVITY IRRIGATION LINE (SIZE AS NOTED) GAS LINE Co W u OVERHEAD POWER LINE r r r UNDERGROUND POWER LINE F F FIBER OPTICS LINE W O W O O FENCE O4 CA F SD STORM DRAIN MANHOLE s O4 wv SO SANITARY SEWER MANHOLE 3 w >1 WATER VALVE I ® WATER METER W BLOCK 2 O KEYNOTES Lo U r O1 CONNECT TO EXISTING WATER F- w F O2 STUB WATER FOR FUTURE CONNECTION Lu00 5 s� O (Av I O3 CONNECT TO EXISTING SEWER G W 3 3 m F I O4 STUB SEWER FOR FUTURE CONNECTION O O a W i C� BLOCK1 13 14 olil i(AL F wW I 1 100 0 11 WII 7 if O srrw arrwiiiii arrw srrw arrw s w s w PUBLIC STREET B °° W 12 W C 0 2 , Ln 1 4 W 3 � F 15 W F I 14 O O BLOCK 3 r W 4 4 A � W 17 16 \ s O \ \ 2 x \ W rWW 4 > a 2 w-- 4 e'S $,W 1$rw1 1 a w 1 1 8>rw a w 1 1 U*- 1 3 O 13 e W. FRED SMITH STREET L s�w s w ys w J w W. FRED SMITH STREET sr,s a"s a"s ' a's s^s "s a"s s ,o 48' 4 T r T T T T T W O � WWWW 2 WWWWWW O O Lu �� WWW W WW z \ CC)I sl W `c�2iWWWWWy O O a W W WW 0 X c\I 45' � W `WW �WWW W WWW 12 6 w FT N I W W W ��`�•W�W W W Z I aod Ti Cb W W WWW \W W W W W }I w o O Q oW W W W WW O W \WW WWWWWW o Q 15W W W W W W W W W W W W W W W W w W W W W W N d , J N7 • y+ y •y •y W y L W •W+ W+ W •W •W •W •W Q W O C � G rr Z a ..ya. . . •.WyWyWyW .. y.y. Lu `^ r W . W W W W a a • • • • W FF- .. .. .. .. .. .. y . W W W y y y OC z a F o a Z o IWW WWWWWWWWWWWWWWWWW W O w w 11 WW WWWWWWWO WWWWWWWW WWWWW WWWWWW > oc BLOCK 3 o a WW WWWWWWWWWWWWWWW. . . WWWWW WWWWW a a W GASSER LAND DEVELOPMENT w S NAL G } \ W W W W W W W W W W WW WWWWW WWWWW M � W W R SG MERIDIAN, IDAHO ����5\OCENSF� /�F W W W o f W� W� WW W W W 8 PRELIMINARY PLAT — PRELIM. ENGINEERING 0 w - u W — �� — - G 12 12"GI G 12"G 12'�GT O G G— 1 _ _ G IRR INS/ 1 7381 w 10 11 —w w— G - - - —W —W— - - — w— w w w w w REVISIONS � Lp P�Q = ENGINEERING W w w w w �� TF �� Q 5725 NORTH DISCOVERY WAY a w w --w— 1 — i - - — S _ 18"SD 18"� _ 18"SD 18" 18p 1,8 SD—�q�D � OF �� 3 "�� — 12 SD 2 — —sp _ NO. ITEM DATE 'S'9 BOISE, IDAHO 83713 15 14 N s �, - - - — o w w w w w w w w w w w w 1 ACHD COMMENTS 5/31/24 F� G• 6� PHONE(208)639 6939 SOUTHWEST CORNER W. FRANKLIN ROAD N W. FRANKLIN ROAD _WEST 1/16 CORNER kmengllp.com SECTION 11 � w w SECTION 11 s s— s s s s s^ sw s w s w s w s w s w s w s w s w s w s w s w s w s w s w s d - - - - - -- 36"SD DATE: 5/14/24 — — j — — — — 0 80 160 240 PROJECT: 20-005 — — SHEET NO. Plan Scale: 1" = 80' i a P P4.0 ; LEGEND BOUNDARY LINE If roE TOE TOE TOE TOE TOE OFFSITE BOUNDARY LINE TOE TOEIfliflimM TOE TOE TOE UNIOIV_PACI�FIC RAILROAD OE TOE TOE TOE - - • PROPOSED LOT LINE 3 TOE TOE TOE TO TOE TOE TOE TOE TOE I TOE 0 FOUND 1/2 INCH REBAR TOE TOE TOE TOE TOE TOE TOE FOUND 5/8 INCH REBAR 3 om SPIKE m PROPOSED IMPROVEMENTS 3 s s s SEWER LINE p w w WATER LINE T32E TOE TOE TOE TOE Q SEWER MANHOLE TOE TOE TOE TOE TOE TOE TOE— s s s � � �� — 2645 PROPOSED CONTOUR J7TF7W N I W ✓ •O FFTLEM7 EXISTING FEATURES ® ® // 8"W 8"W 8"W 8"W 8"w 8"W 8"W 8"W \ N _ S s s SANITARY SEWER LINE 3 W W - - -- - - - - - - - - - - - \1 x w w WATER LINE I I F� = � = � 1 I ® I r. f f. f • ; f t I i c c c GAS LINE I � I ` L y 3 r L x _Op_Op_ OVERHEAD POWER LINE ® SEWER ALIGNMENT "E' I i I I I ci ci GRAVITY IRRIGATION LINE SEE SHEET CUP3.5 s ® SEPARATE PLAN SET y® ( ) I I I x O SEWER MANHOLE s wv WATER VALVE W ® N r - W SEWER ALIGNMENT "A" - ® r I I x ® WATER METER SEE SHEET PP4.3 s 3 1 t I I I FIRE HYDRANT I W Co POWER POLE z f M W Q b— i. .r, , ' f I I " m POWER BOX t _ _ _ I EP EP EDGE OF PAVEMENT Ld I WoL U JIL �o 3 Z— I I I I EO EO EDGE OF GRAVEL Q� I I I I x s"� m $"w a"w 8" s"w $' I I - - _ _ �$»W w � - - —_- -_— - - - - 3 i i m $''" r Co ' — � ' � \ \ ice \ I I 01 r f• f �$s 00 \ I I 03 PRELIMINARY ENGINEERING NOTES � I M/a W $"S $ , I " 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS ° \$'S a s'w s"w s" w a"w a"w "w I I WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER s " sirs 8"S 8"s s I ° MAINS IN N. TEN MILE ROAD AND W. FRANKLIN ROAD Ln f. —L ss Cr I S 8"S 8'S 8"S 8"S S "S rrS $rrS BrrS 80S / \ � � � ` \ � � I \ \ i � � � �' .• x 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY oo _ I WILL BE SERVED BY THE CONNECTION AT N. TEN MILE ROAD r W f ' i .r •r• 1• .•r •r f f �' f i 0 f 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED W u) N W � I DURING FINAL DESIGN. I f• f° 'r I x W W f I _ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE ® ® r t• r I I I I WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN f tt i 1 1 / I I I REQUIREMENTS. LEL au W W W ® ® f I N I F r I I f SEWER ALIGNMENT "D" — 1 / I I I " 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL W I SEE SHEET CUP3.5 II I I DESIGN. ® I I (SEPARATE PLAN SET) n I I I 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE W y W 00 F I I / I I I x STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE ® ® s IRRIGATION. W I I I S I f y { Co 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED SEWER ALIGNMENT »B» s U ., f DURING FINAL DESIGN. W SEE SHEET PP4.4 & PP4.5 f v� s ': li I I n _ — — i ' " .1 � _ _ _ I I 8. CUP CONCEPTUAL ENGINEERING DRAWINGS ARE PART OF SEPARATE APPLICATION. W r r I II II / - - - - - - - - - - - - - - - - - - - - - - - - - - — J � � � r r II I IS r ••r `• / r. r r, I x II a r .r I - - - - - - - - -_- - - - - - - - - - - - - - Cn r w W N1 I W r � � y •r. I f } ' r � f r' } f I I I x oOf i o I W f I I I SEE'-SEWER ALIGNMENT CUP3T4"C„ Iw � N r w ; II I (SEPARATE PLAN SET) f � I 1 / I I I I x f z .f F f` :f I I I /1 I 1/ I� I � I I I / 11 11 s n II z I I I x s s I IW W ® ® CITY OF MERIDIAN SEWER AND I I - r r WATER EASEMENT 30.00' I N � .`: I I •' . I .f _ `�•• r••,s .t, f• f r• ; , f. I x W S f f •r .f• . W l I- •f' .f r • . . L r �D 'A. .J• ' t• r• :1. 1• .r .•t• .r. I I x y I W � � t •r I I IW LI W I 1 / II I I x r j l � � .f•. I I I I W .f. r .• n II I :f . r• •f �a t t• •• � _ •f. I ' f f l 1 r• n � � f• •f I I a N I "W S"W 8"W 8"W 8rrw 8rrw 8"W g" I ' — 8"W W 8"W 8"W 8"W N •4 I s f� ; I I I M L 1. JIL J j I x r ' f 1 / f s"w $"w s"w s"w $"w Lno o I f .f f f f ; •r f .f N 'r •f f.• 11/ S 81 'S 8 S 8"S 8'S S s S s r r y I •r •J I 11 •r f f \ I I I x a I r• I f t.• i - - �, `L W O I / 1 _ _ _ F__. • I W F W vi r f I I I x a mmmmmm m mim r le � �� �� a 0 MATCH LINE - SEE SHEET PP4.2 z GASSER LAND DEVELOPMENT SS��NAL £N CONCEPTUAL ENGINEERING PLAN MERIDIAN, IDAHO Q�oF�` GENSF��'LFF ENGINEERING PLANS z 0 5o 100 150 17381 Plan Scale: 1" = 50' REVISIONS s�9 �� _ E N G I N E E R I N G oNO. ITEM DATE �' 4\ o �C TF OF �� �P 5725 NORTH DISCOVERY WAY a 1 ACHD COMMENTS 5/31/24 qF� 8 PHOINE(208)6 9-6939 kmengllp.com d DATE: 5/14/24 PROJECT: 20-005 SHEET NO. a 0 0 N d I LEGEND BOUNDARY LINE MATCH LINE - SEE SHEET P P4. 1 OFFSITE BOUNDARY LINE Iol INN 0011 momilpol . IME pm PROPOSED LOT LINE 01 / J lyi r i I I O FOUND 1/2 INCH REBAR J• J• f f X FOUND 5/8 INCH REBAR s � s s � � q,, I 1 / I ® SPIKE f• •S I1/ V I I PROPOSED IMPROVEMENTS � I s s s SEWER LINE ® � s { F L I l II I I I X w w WATER LINE R. / \�f• . N I ® I r I i SO SEWER MANHOLE l 2645 y y PROPOSED CONTOUR If W I a0 � •r." J .f •}. f .'f• •s 'f f• f f .f { { I X N \ � � C \ — ice I � � C � { •d J w I { f 3 / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ____- - - - - - - - -- — - - — � J x EXISTING FEATURES o I W � •• ° .. .. � S S s— SANITARY SEWER LINE Q � O I t' W \ ® SEWER ALIGNMENT "B" — —_— —_—_ — w w WATER LINE w I W \ \ A s f SEE SHEET PP4.4 & PP 4.5 = C — — x � � I I' W W \ � \ ® � � I i c c c GAS LINE z I SEWER TO BE CONSTRUCTED \ \ s r I oP oP OVERHEAD POWER LINE w I W W AS PART OF FUTURE \ ® i I ci ci GRAVITY IRRIGATION LINE ~ y COMMERCIAL PROJECT \ \ o:r.. Q f. f s o o •, .. f f� sf ' S SEWER MANHOLE W \ \ / • •f. f• . f' . . , f •f O • .• •f • . f . t wv Mo f y r f f WATER VALVE \ d. w \7v \ t / / L z f ® WATER METER N \ � \ vZ Ld \ \ / / g L I FIRE HYDRANT \ e� msi,9— - 1.� l- �Q� POWER POLE g \ 9 f Q m R/W R/W R/W POWER BOX UEP EP EDGE OF PAVEMENT W ® \ \ s s' a"w 1 e w1 1 �" 1 J f 1 i v i L i EG EG EDGE OF GRAVEL ® \\v \\ �3 a"s a tiv a"w a°W a.. $w w a"W a"W 8"W 8"W 8"w $W W. FRED SMITH STREET ® _ I — y 8 S r -8"S 8"S 8'S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 5 8"s a's Da W T T T T T T 1 r T T T T T T T N `n PRELIMINARY ENGINEERING NOTES \ \ ® s81 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS f y \ f• { f. WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER W W W � I MAINS IN N. TEN MILE ROAD AND W. FRANKLIN ROAD y \\ \ SEWER TO BE CONSTRUCTED \\ AS PART OF FUTURE 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY \ \ COMMERCIAL PROJECT WILL BE SERVED BY THE CONNECTION AT N. TEN MILE ROAD �� 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED w DURING FINAL DESIGN. W W W W ® 3 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE M J ° WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN y + ® \ \ r REQUIREMENTS. °0 y a asp \\ W 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL DESIGN. IW \ Go 5 \ s 4t — _ 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE �' W W W W W \d\ W W W W ss 40 ® ® ® w STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IW °1 2°F / \�M„s ® IRRIGATION. •L W W W y y y W W W W � \ •• ;•.Zl•. IW w w w w w w w w w w w \ 3 •� e �s----s" s 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED 00 �° — — — — f DURING FINAL DESIGN. II \ y y I • �— �— — �— 1 W 8. CUP CONCEPTUAL ENGINEERING DRAWINGS ARE PART OF SEPARATE APPLICATION. \\ w w w v v v v w w w �� wT° v y , w I o �\ W c� I W W W W Y •Y •Y W W W W •Y •Y ` •Y W W W ® 1 I 1 � W X 41 � I X N W W W W W W W W W W W W W W W W 3 f I � f S I� 41 41 � 41 41 � � I X W w w a I(n Y •Y •Y •Y W W W W W W W W W W •Y •Y •Y W IW 100 W I Y •Y •1 •Y y y W W W W W W W W v°� W W W I r x d W W I � w I ro x d WI •Y W W Y •Y •Y W W W W •Y W •Y •Y W WO `V •Y •Y f I r X W W W W W W W W W W W� O N w w w w v w w w -w — — f I X� ssco w w w w w w w w w w y� = w IM 21 w w w X X X X X X Nof X� 03 EP R/W R/W .R/W — — — — -S- -r.. — cn � < f —M yy vv w — — W — —— — — — — — — ———— ——— — — — —— — — — —— — ——— — —— —N--W W W W W W W W a W S S S S S S S W W W S \V' \ W. FRANKLIN ROAD �—w w w w W W W w w w w w w w w w w w �w � w s sew s w s w s w s W s W s w s w w W w w w w w w w w w w w w w w w w w w w w W w w w w s s s s s s s s s s s s s s s s s s s s s s s s s s s 0 a N m N X a N L) ci d H (> a N O N Z CONCEPTUAL ENGINEERING PLAN a a 0 50 100 150 INN Plan Scale: 1" = SO' 0 z GASSER LAND DEVELOPMENT SS��NAL £N MERIDIAN, IDAHO GENSF��'LFF� ENGINEERING PLANS Z 17381 ENGINEERING REVISIONS �n o o NO. ITEM DATE �' �C TF OF �P 5725 NORTH DISCOVERY WAY rFF a 1 ACHD COMMENTS 5/31/24 qF� 6 � PHOINE(208)6 9-6939 kmengllp.com d DATE: 5/14/24 PROJECT: 20-005 SHEET NO. a 0 o PP4. I N d SHEET NOTES I W III I I I I it II I I I III � - - - 3 W I A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. ® I r• B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER I 3 ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER 00 PER ISPWC SD-501. N L ® S I C. STALL STANDARD SERVICE MARKERS PER ISPWC s S 3 W s 3 w SSMH A2 F9 00 W STA: 3+21.07 OFFSET: 0.00' 10 S 3I W N: 708328.36, E: 2443809.97 U SSMH Al M STA: 1+00.00 OFFSET: 0.00' `� N: 708331.70, E: 2443588.92 r 00 cz) 8" WATER MAIN 1E SSMH A3 SSMH A4 00 STA: 3+89.54 OFFSET: 0.00' STA: 5+76.68 OFFSET: 0.00' I I N: 708319.39, E: 2443877.85 N: 708274.88, E: 2444059.62 W 8"W s"w 8" 8"w �� II f11 . °° "r _Z+U _ I - _ s was~w ; . • . SSMH A5 3 I — 8"w \ STA: 6+22.60 OFFSET: 0.00' M/ SSMH A6 co a s---�� s"s a~s $"s S s»s 8•w •� N: 708270.38, E: 2444105.32 STA: 7+71.34 OFFSET: 0.00' _� r N: 708268.13, E: 2444254.04 N r r. •r gs\$ \\8,w r r r r S a0 M/a o I W \sS ° 81" �� - - - Q w � ° \r• �8S r w a~w s..w s"w 8"w s"w 811W 6 �fII07— — 3 I , � �•• s"s s"s s "s s'•s s"s s"s s® � { r co f r .r i r• .r y •r' W r• r s I r 00 1 . W Vl Nz � I W r � •r W W r ® 0 t W W ® r r w { 0' t r f9 Is Fr' W I W W ® ® co � W r 41 � c F I r I 1 s z— I SEE SHEET PP3.4&PP3.5 I I I I U n I w FOR SEWER ALIGNMENT B r s r I I I I n L L ' ! \ s I I I I I I - - - - - W 0 I I IS J J L I I r - -- - - - I � r Vj I I W r M I W r I r 00 I LW SEWER ALIGNMENT "A" STA. 1+00 TO 8+34 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2590 2590 2585 2585 �z t N .Wi W (n v W i-. NCo 00 �..i_ . O 0 coCo O 00 00 Co N 00 Co ' ' o It� . It It �2580 0 0 rn V) n O ( 2580 O 4 � LO LO r- QO LONN QM� � � 0 Owi 6LO '60 N IT d) N N 0N u) u7ul0 N �C Q N +u) +� � +� Z) Q ^ NN H Q INN H (o � N (V H m LO NZZ O 2 04 O m NZ O = +NZ Z 0 = +NZ 00 Q +U- ZZ O � .. .. M .. .. M .. .. 2 N — — O (n > > > (n > > (n > > .. .. .. .. (n FZZ Z W YEZ Z (n YEZ Z Cn � Z Z Z � Z Z N � >> > EXISTING G OUND E — — � &E — — (n z z z_ 2575 2575 2570 2570 2565 2565 8" SEWER MAIN STUB 2560 2560 X N 0 1.00% 1 0 of 8 PVC DR35 3 2555 SDR3 ® 0.50% I 0 2555 a 220 of 8 C SDR35 ® 0 40% 65' of 8" PVC SDR35 @ 1.00% m Z 45' of 8" PVC SDR35 @ 1.00% 70' of 8" PVC SDR35 @ 0.47% 0 2550 2550 0 z GASSER LAND DEVELOPMENT z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT INISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT F SS\G E N f N��� 2545 2545 MERIDIAN, IDAHO Q��, S o 0 o � F F 10 ENGINEERING PROFILES z O O N u) LO (O LO O O N N 0 u) 00 r r N u) 00 u) 0 M O N M 17381 0 O In O � N � r- r- It � M N � v N N N N N r7 r7 r7 r7 r7 r7 M M M rj 0 � 0 0 0 �n 0 Cq 0 0 0 � 0 0 LO � 9 P �� r r r r r r r r r r r r N N N N N M I i M M M M M M M Jp O o N N N N N N N N N N N N CNI N F �� P 0o N N N N N N N N N N N N N N N N NO. ITEM DATE iy T '� u•, u•, u•, �n �n u•, u•, u•, u•, u•, u•, u•, u•, u•, � � E I E E R OF � 5725 NORTH DISCOVERY WAY a I 1 ACHD COMMENTS 5/31/24 qF� G PHONE(208)639 6939 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 kmengllp.com d DATE: 5/14/24 PROJECT: 20-005 SHEET NO. a 0 o PP4. ; N d L�J SHEET NOTES A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. � 00 F y i I I I B. SEWER MANHOLES SHALL BE 4F8" IN DIAMETER PER I 3 ISPWC SD 50 I NS ALL MANHOLE FRAME AND COVER I I �► J m L PER ISPWC SD-501. FFF — +c — I IN�f �C I � C. INSTALL STANDARD SERVICE MARKERS PER ISPWC JIL � ST // — — — — — — — — —i L — — — — — — — - - , EESL= - - - - - - - - - ---- - - - - - - - - - - - � EETP - - - - _ 45 ? 3 � 00 I o •, STA: 9+43.68 OFFSET: 0.00' 4'FF N: 707481.36, E: 2444191.20 •" "s / CO '. SSMH B3 SEE SHEET PP4.3 FOR " STA: 8+58.03 OFFSET: 0.00' SEWERALIGNMENTA 9 N: 707534.45, E: 2444123.99 > �S M„sue 00 SSMH B100 — „a , SSMH A4 8" WATER MAIN STA: 6+56.93 OFFSET: 0.00' e / STA: 5+76.68 OFFSET: 0.00' N: 707718.02, E: 2444051.19 r N N: 708274.88, E: 2444059.62 4 AAA / $� • 00 00 1 y � L J_ 1 J_ L m 8"W 8"W 8"W 8"W "W 8"W 8"W 8"W 8"W 8"W $"W 8"W 8"W "W "W�g y C 3 _ `� �— 3f01T — 4+-60 — — +00 $"s / p .5—�,.5 rCD 8"s--�a"s 81 8"s 8"s 8"s 8"s�-8"s 8"s "s s"s a's s"s a"sl a"s a ® / h r T T T T 1 r T T T T T T 1 r T T T T T vr— SSMH B00 2 // 3 3 INSN STA: 7+56.42 OFFSET: 0.00' �' 7' i N: 707620.22, E: 2444069.51CO 00 Go 00 ® / / D 00 3 / o i / N L——————— ——————— 00.1 —7 SEWER ALIGNMENT " 6" STA. 1+00 TO 10+00 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2590 2590 Z ^,. .. ci w � wZ ..3 Z .: (n (n w (n ...ice. 00 00 00.. N 00 N 00 00 00 2585 M 00 N � �, to (o � 2585 w coM � �'QV) CO _ N .U) LO N COCOO Zo Zo Zo 0 0000 N mN M N � V) V) N r, N m C+ � ..NZ O = + Z DO+.. ZZ +NzZN O =NO O 0 Z � Z > > > C1� � N N 0ZZ C — N � N � ZZ Z 2580 Q N NC 2580+� Z Z ON :� > > > EXISTING GRO ND - - - - - - - - — - - - - 2575 — — — — 2575 2570 2570 2565 2565 0 m 2560 1E 2560 X a N M CJ 0 555 0 8 PVC SDR35 ® 0.50% 2555 2555 a 100' of 8" PVC SDR35 ® 0.50% 100' of 8" PVC SDR35 @ 0.50% N a 85' of 8" PVC SDR35 @ 0.50% 0 2550 95' of 8" PVC SDR35 ® 1.50% 2550 0 GASSER LAND DEVELOPMENT z SS\ANAL fN EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT F w 2545 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2545 MERIDIAN, I DA H O Q�oF ��G E N SFo 10 ENGINEERING PROFILES M ` � 17381 Co O O r- 0) PO U) 00 r- 00 � co coMN (.0 O M Co I, O � co a0 co O N 00 0) 00 00 I- nc0� f ` �r � Sr r co � � � � � ENGINEERING oN N N N N N N N N N N N N N N N N N N N N NO. ITEM DATE oLO o U n / N N N N N N N N N N N N N N N N N N N N OF �. 5725 NORTH DISCOVERY WAY < 1 ACHD COMMENTS 5/31/24 qF� 6��� PHOINE(208)6 9-6939 kmengllp.com 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 DATE: 5/14/24 PROJECT: 20-005 SHEET NO. a 0 0 N d I SHEET NOTES — I u .I I ' r• J r• �• r r r r• r f r i x A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. LL__I I _ M _ B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER g — ETE7 — c — _ — I ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER "f - - - - - - - - - - - - - - - - - --- - - - - - - - - - _ - / f I x PER ISPWC SD-501. C. INSTALL STANDARD SERVICE MARKERS PER ISPWC [ILLi i i i ru C _ x ' fi •f r r' sr r r f •� 'f r' r // / • 1 f •y S t f S \L SSMH B5 f / / I STA: 10+41.01 OFFSET: 0.00' SSMH B6 r N: 707456.42, E: 2444285.28 STA: 14+87.78 OFFSET: 0.00' 8" WATER MAIN N: 707449.66, E: 2444732.00 I t R W \ r S 8 S \I 8"W i $Wi �8„W 8"W i J r L 1 1 cni i i i J. r3 8 tiV B..W 8"W8"W f S _ 8"W 8"W 8"W 8"W 8 t •• — — w /� es rs 8's 8rs 8"s+—s"s—ems"s 8„s�—s"s 1 8"s $"s s••s 0 8"S 8 S s W. FRED SMITH STREET T T T T T T 1 ! r T T T T T T T CO r N X s O ¢� o I I LEA f. CO MIT I r /b m } , CO f S W r (n ' 00 w 3 ' zo \u 00 711 ® ® ® ® w r� f 3 o x co SEWER ALIGNMENT " 6" STA. 10+00 TO 14+88 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2595 2595 2590 2590 W 00 00 N N N � � tp 00 2585 •o ° 2585 cV N m +r, N m + 2 N Z 0 2 N 0 :� > > ..� > N Z Z F Z 2580 EXISTING GRO ND 2580 2575 2575 2570 2570 2565 VC SDR35 ® 50% 2565 m 44 a N M d d H 2560 2560 a 0 m 95' of 8" PVC SDR35 @ 1.50 Z a a 0 2555 2555 0 GASSER LAND DEVELOPMENT Z S��NAL fN 2550 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2550 Q S F c� w MERIDIAN, IDAHO ��� GENS o�LF ENGINEERING PROFILES z � N 0 00 0) U N 17381 b I\ 00 O 00 0) 0) 00 c0 0) � `o � 00 0 00 `n 00 00 ao Co ao ao ao `� ao N 6 o °'� � � � � � � � � � r � � � r � r, � � � REVISIONS � ��q � � o L L � LO n n n L V 0 u N 0 / P� E N G I N E E R I N G 0o N N N N N N N N N N N NO. ITEM DATE ��' N N N N N N N N N N N N F OF �P 5725 NORTH DISCOVERY WAY a 1 ACHD COMMENTS 5/31/24 qF� 0 6� PHOINE(208)6 9-6939 kmengllp.com 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 d DATE: 5/14/24 PROJECT: 20-005 SHEET NO. a 0 0 N d I R/W 67.5' 55.5' R/W R/W CENTER-TO-BACK 67.0' 2.0' 2.0' 8.0' 1 7.5' 1 7.5' 8.0' 2.0' 5.0' CENTER-TO-BACK CENTER-TO-BACK 25.5' CL-SWACUT 5.O' SIDEWALK 1.0' FLAT LANDING 6.0' SIDEWALK 2% 1.75% 6.0' SIDEWALK 2.00%--- 1.75% 2% 2% 1.75% /\ COMPACTED SUBGRADE \//�//\\/j\/ / //� 1.0' FLAT LANDING PER ESPWCLSDURB01& GUTTER COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER PER ISPWC SD-701 3" CLASS III PLANT MIX PER ISPWC SECTION 810 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 8" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 20" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL 2" MINUS CRUSHED GRAVEL TYPICAL PUBLIC STREET SECTION W. FRANKLIN RD. TURN LANE - STREET SECTION SCALE: NTS SCALE: NTS R/W R/W R/W LC _I 2.0' 8.0' 25.5' 83.0' 38.5'25.5' 8.0' 2.0' 23.5' CENTER-TO-BACK CENTER-TO-BACK CENTER-TO-BACK 6.0' SIDEWALK 6.0' SIDEWALK 16.0' 9 SIDEWALK/PAVERS 1.75% 2% 2% 1.75% W/ TREE GRATES -2.00% 2.00%--- 1.75% 2% -2.00% \ \ \/�\\ 1.0' FLAT LANDING \\/�\/\/ COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER �\ / COMPACTED SUBGRADE PER ISPWC SD-701 6" VERTICAL CURB & GUTTER 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 PER ISPWC SD-701 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL TYPICAL PUBLIC STREET SECTION WITH PARKING 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR SCALE: NTS 2" MINUS CRUSHED GRAVEL WAYFINDER AVE. - HALF STREET SECTION SCALE: NTS rt 2.0' 8.0' 1 7.5' 17.5' 8.0' 2.0' CENTER-TO-BACK CENTER-TO-BACK 6.0' SIDEWALK 6.0' SIDEWALK 1.75% 27- 2% 1.75% -2.00% 2.00%--- 1.0' FLAT LAN D I N G COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER PER ISPWC SD-701 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL TYPICAL PRIVATE STREET SECTION SCALE: NTS 0 R/W N r� 60.0' 51.0' o CENTER-TO-BACK a 0 2.0' 3 a 35.0' CL-SWACUT 7.0' SIDEWALK N O 1.0' FLAT LANDING 2.00%--- 1.75% a i\/\/ / / / • . .. 0 COMPACTED SUBGRADE GASSER LAND DEVELOPMENT 6" VERTICAL CURB & GUTTER �pNAL PER ISPWC SD-701 o�c,S crF MERIDIAN, IDAHO Q� � GENS 0/LF� 3" CLASS III PLANT MIX PER ISPWC SECTION 810 ENGINEERING ROAD SECTIONS 17381 z 8" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL REVISIONS s�9 �Q) _ E N G I N E E R I N G 20" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR OF ��P P 5725 NORTH DISCOVERY WAY 2" MINUS CRUSHED GRAVEL NO. ITEM DATE 'S'9 ��� BOISE, IDAHO 83713 a 1 ACHD COMMENTS 5/31/24 F� 6� PHONE(208)639-6939 kmengllp.com N. TEN MILE RD. TURN LANE - STREET SECTION SCALE: NTS DATE: 5/14/24 PROJECT: 20-005 SHEET NO. a 0 o PP4. I N d