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HomeMy WebLinkAboutPre-Plat M PRELIMINARY PLAT SHOWING GASSER DEVELOPMENT POB FOR LEGAL UNION PACIFIC RAILROAD DESCRIPTION L7SUBDIVISION °L. - - - - 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.± 0 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' 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 O W 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 W W W 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 W W W 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 6 ��L1 36,395 SF o� \ W \ 0.85 AC.± 0.84 AC.± NAME: KM ENGINEERING, LLP. W` CONTACT: MIKE BULTMAN, P.E. ADDRESS: 5725 N. DISCOVERY WAY 2i z CITY/STATE/ZIP: BOISE, IDAHO 83713 � w PHONE: 208.639.6939 z W 48' BLOCK 3 M/H M/a M/21 M/N M/N M/N MIA Raw EMAIL: mbultman©kmengllp.com 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 LOCATION 1.09 AC.± MAa M/a M/a M/21 MAI M/a MAI CITY/STATE/ZIP: BOISE, IDAHO 83713 PHONE: 208.639.6939 EMAIL: ayensen@kmengllp.com BLOCK 3 BLOCK 3 z ARCHITECT LOTS 7 LOT 4 Q NAME: TAO W W W W WQ� W BLOCK 3 19,581 SF 62,666 S+ BLOCK 3 z CONTACT: DAVID RUBY, AIA LINE TABLE ] 1.44 W W W C,p W LOT 12 0.45 AC.± LOT 6 0 ADDRESS: 499 MAIN STREET Tim 45' W W WFF� W W W W 32,952 SF 17,888 SF Q CITY/STATE/ZIP: BOISE, IDAHO 83702 LINE BEARING DISTANCE Q W.FRANKLIN ROAD W W 0.76 AC.± 0.41 AC.± > I PHONE: 208.639.6406 0 W 0 L1 NOO°41'48"E 5.00 z EMAIL: david®taoidaho.com J NSW W W W W W W W W W W WBLOCKW3 W W 5/8" REBAR, z I L2 N78°17'09"W 68.91 r KSK 16662" ui �. W W W WWWWWW . LOT 10 W W L1 N L3 N52°20'33"W 32.04 ~ Lo m cV WWWW 35,57OSF° 'W 'W 'W ° - - _ _ INDEX OF DRAWINGS N "' N88°37'58"W 227.97' - - - - L4 S89°08'00"E 13.00 J wl 0.82 AC.±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 y W y W y y y y y W y y W y W y W W y W y W y W BLOCK 3 w BLOT 73 rn L6 N89°08'00"W 10.00 z o t BLOCK 3 W W LOT 9 w rn N ZI W W W W W W W W 42,952 SF N 37,3 AC ± PP2.0 PRELIMINARY PLAT - EXISTING CONDITIONS LOT 11 W W W\WWWWWW I PP3.0 PRELIMINARY PLAT - LOT DIMENSIONS L7 S88°28'33"E 48.00 `.18,614SFWW WW WW WWWWW WWWWWW 0.99AC.± BLOCK 3 m W W uj 0.43 AC.± W W W W W WWWW W W W W* I PP4.0 PRELIMINARY PLAT - PRELIM. ENGINEERING N W W W W W W y W W W W W W W W W a WW WWWWWWWWWWWWWWWWWWWW WWWWWW WWWW °C o PP4.1 ENGINEERING PLANS GASSER LAND DEVELOPMENT a W W W W W W W W W W W W W W W W 5/8" REBAR, o PP4.2 ENGINEERING PLANS SS�cj fNc,� o ° W W W W W W W W W W "KSK 16662" M b WWWW W o MERIDIAN IDAHO o�� �,�OENSFO F _ N PP4.3 ENGINEERING PROFILES F WWW WW WW W R/w W W WR/w R/W WM/�8 R, - - - - PRELIMINARY PLAT - COVER10 - = N89°09'36"W 247.81 ' _ PP4.4 ENGINEERING PROFILES 17381 L 10 11 - - - N89°09'36"W 38 ° - - - - E N G I N E E R I N G PP4.5 ENGINEERING PROFILES REVISIONS �n o S89°09'36"E 1328.97' _ _ OF 5725 NORTH DISCOVERY WAY - _ PP4.6 ENGINEERING ROAD SECTIONS �'�� qTF ��P P`' q �4\ BOISE, IDAHO 83713 NO. ITEM DATE �' 5 14 PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER G. 6 PHONE(208)639 6939 SOUTHWEST CORNER o F v z SECTION 11 W. FRANKLIN ROAD "' W. FRANKLIN ROAD WEST 1 16 CORNER POC FOR LEGAL / kmengllp.com DESCRIPTION SECTION 11 PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN ----------  -== PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN DATE: 3/11/24 - - - 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 SD 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 oil I \ \ I ® WATER METER / . I � \ III FOUND BRASS CAP ® FOUND ALUMINUM CAP —5' ACHD SLOPE EASEMENT FOUND 5/8" REBAR PLS 5082, UNLESS \ \ \ I OTHERWISE NOTED 2575 S1211336065 iWp FOUND IRON PIPE, NO CAP7 � GFI MERIDIAN IVESTTMENTS II LLC � CALCULATED POINT 2954 W. FRANKLIN ROAD \ \ r w \ \ N T -o c 0 0 \ \ \ / \ `2S�S 00 Lp � I � I z pl l \ \ I S1211346841 wZI� 1 \ \ ti5�6 \ WINGETBRANDE\ \ \ \ I 2700 W. FRED M TH STREET IV) 2577 V A 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 \ \ \ Ji LINE TABLE L4 \ ^ ,L LINE BEARING DISTANCE FT L1 N00°41'48"E 5.00 5/8" REBAR, a L2 N78°17'09"W 68.91 u oa N \ \�\ CENTERLINE OF TEN \ \ / "KSK 16662 r 'J / �p Lo ` \\ \ \ \ MILE CREEK I I / — 1 L1 I S1211346615 L3 N52°20'33"W 32.04 oc o cV \ / O o T \ GRAND JR LLC w ` \ I / N88 37 58 W 227.97 N88;37,58-37 14' I 2770 W. FRANKLIN ROAD L4 s89°o8'oo"E 13.00 "N L5 N00°52'00"E 60.00 1.7 � I \\ \ \ \ \ / w L6 N89°08'00"W 10.00 a zoo \ \\ \\\\ \ ( Q ; 44'x48' CITY OF MERIDIAN 0) ` a o / p, I \ \\\ SEWER AND WATER EASEMENT I L7 S88°28'33"E 48.00 Z I —'( \\ \\\\ CITY OF MERIDIAN � �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 _ ti�6$ 2910 W. FRANKLIN ROAD 2880 W. FRANKLIN ROAD o Q � POWER EASEMENT o GASSER LAND DEVELOPMENT p SS�pNAL fNc, / \ �` (n (INCLUDES POLES AND / � o O\ — 2569_ III 5/8"K REBAR, \ w ALL APPURTENANCES) p N "KSK 16662' /— _ / -X X X X MERIDIAN IDAHO PRELIMINARY PLAT - EXISTING CONDITIONS ^� N89°09'36"W 247.81 ' L2 �/� c c ,2" ,z"ci ,z"c ,�`cr — , `\ 1 17381 N _ - 10 11 N89°09'36"W 385.32' ° E N G I N E E R I N G ws — — — — — — f —w ' 0 B.,sD / If I REVISIONS ����9T Po = s a"sD s" S89°09'36"E 1328.97' F OF �� P 5725 NORTH DISCOVERY WAY Tcn— 0 15 14 \ s — — ,2�sD z — — — i� / / w N —S� N0. ITEM DATE S 9F ���`� BOISE, IDAHO 83713 --\ w w w w w w w w G. 8 a SOUTHWEST CORNER W. FRANKLIN ROAD N "' \ \ W. FRANKLIN ROAD ` PHONE(208)639-6939 WEST 1/16 CORNER - SECTION II com z SECTION 1 1 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 ,I \6"S D r \ DATE: 3/11/24 0 80 160 240 PROJECT: 20-005 0 Plan Scale: 1" = 80' SHEET NO. PP2.0 I � � PRELIMINARY PLAT SHOWING .. ........ GASSER DEVELOPMENT UNION PACIFIC RAILROAD L7 SUBDIVISION ° - - :27- - - S88°28'33"E 1183.65' _ _ W 405' 120 W 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 p o LOT 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 Lu 1 1.12 AC. LOCK 104,302 SF N BLOT 61 z W 2.39 AC.± 120' 116,712 SF uj r . BLOCK 1 2.68 AC.± "I LEGEND z ? 22' 33' I - - BOUNDARY LINE 140' 48' 3p o BLOCK 1 - - ADJACENT PROPERTY LINE 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 . . . '• , ® 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 LOT 1 i 58,587 SF r III . 0.84 AC.± 34,336 SF I., . F 1.34 AC._ o° 0.79 AC.± co . ____1 yvBLOCK 1 . W � � � �. N LOT 10 BLOCK 1 o " 3 ,5 AC ± N 541 SF 55,0140 SF o0 168' 338' C14N' . 179' 182' - 1.27 AC.± 170' W BLOCK 2 N a Uj w N rn irn u p� W W i Co F 143' _ BLOCK 2 BLOCK 2 � " L2 I "oy 38 50T 329 SF Lo LOT 2 �n BLOCK 1 BLOCK 1 w W I 39,218 SF N I 189' (0 LOT 14 w p . 0.88 AC.± 0.90 AC.± LOT 13 BLOCK 1 49,728 SF N 50,320 SF rn 00 W I F 1.14 AC.± 1.16 AC.± " Lo . b o . BLOCK 1 z Z w . y a, LOT 11 BLOCK 1 J ci 31,365 SF in LOT 7 2g 175' 0.72 AC.± i 38,711 SF 182' 0.89 AC.± CV -� - - PUBLIC STREET B - - M I" BLOCK 1 168' 1 170' ;� LOT 12 18• 3 6 170' / 182' 143' M 64,218 SF 321' I M L Lo 1.47 AC.± 19' BLOCK ° BL K 3 0 i� LOT 1 Co F BLOCK 1 vpi I' 22,500 SF 0.52 AC.± LOT 15 F BLOCK 1 ^ 57,209 SF I I W 1.31 AC.± 'Co F LOT 18 I BLOCK 3 122' 31,136 SF oo . LOT 14 * ' 0.71 AC.± o o 49,552 SF 00 W 1.14 AC.± i " 206' 40' A 321' BLOCK 3 .. W BLOCK 3 N 265' 262' w LOT 2 A < r, W 24,450 SF �o- W BLOCK 1 � . 179' 0.56 AC.± LOT 17 BLOCK 1LOT 16 I W $ i 37,143 SF M 36 395 SF 0) 0.85 AC.± 0.84 AC.± W r W `b 87 200' 48' . 1 - 262' 50' R w BLOCK 3 W W LOT 13 ` N \ \ 1 y 1 1 J 1 1 1 1 1 1 1 J L6 40,773 SF 0.94 AC._ wN BLOCK 3 �0 S �W. FRED SMITH STREET - - - W. FRED SMITH STREET r T LOT 3 T T T T T r T r T r T 47,431 SIF "^ 1 T T to oW 01' 1.09 AC.± 22' 368' o sz. 105' �9� NMa o BLOCK 3 O. BLOCK 3 LOT 5 , z N O 62666SF BLOCK 3 BLOCK 3 LT 4 o I LINE TABLE LOT 12 , . .± LOT 6 o1�1\ WWW 32,952 SF 0.45 AC.± 17,888 SF Q LINE BEARING DISTANC E45 . � , W .3: 00.76 AC.± 0.41 AC.± z19' L1 N00°41'48"E 5.00 O,ol . . \• 65'.: 138' 69' 5/8" REBAR, ? L2cV . . . BLOCK 3 ° "KSK 16662" N78°17'09"W 68.91 Q Lo . LOT10 207' vi L3 N52°20'33"W 32.040 a ° 228' , y L 106' . N88°37'58"W 227.97' L4 S89°08'00"E 13.00w 0.82 AC.± o• Q N88 3758„W 237.14 o � O Myy Zw z W .y.y.y. W. W . yWy.y .yW .y .W.W.W.WWWW Nw Ki L5 N00°52'00"E 60.00 y y WWWW W "' Mw BLOCK BLOCK L6 N89°08'00"W 10.00 LOT 9 LOT 7 p;n BLOC3 . . . . ° LU 0042,952 SF 3B7.L,O3 1C.1K S3 F - -. o SS,, i F L7 S88°28'33"E� >ZW W . . . . . . CP 0.99AC.± 0.86AC.± Z 18614SF � W WWW 10.43AC.± WQ. I00a M. . . . . . . GASSER LAND DEVELOPMENT pNALFNG. . . 5 8" REBAR 1 33"KSK 16662" E N SFC0 o . 12' M a Ul MERIDIAN, O �� '. 248 77' "02 $$ R/W � R/ - LOT DIMENSIONS PRELIMINARY PLATN89 09>36 W 247.81 , N89°09'36"W 38 10 11 48.00 - 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 PHONE(208)639 6939 Z SECTION 11 WEST 1/16 CORNER kmengllp.com SECTION 11 - - - - - - - - - - DATE: 3/11/24 - - - - - _ 0 80 160 240 PROJECT: 20-005 a Plan Scale: 1" = 80' SHEET NO. 0 PP N I ° I d I 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. 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ENGINEERING Q 10 0 w - u W — �� — - G 12" 1 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 � s�9 P�� = ENGINEERING W w w w w �� TF �� Q 5725 NORTH DISCOVERY WAY a w w --w— 1 — i - - — S — 18"s 8"� 8"SD 8" 18p 1,�DSD D _ OF �� 3 "�� — 12 SD 2 �D — —s — NO. ITEM DATE 'S'9 BOISE, IDAHO 83713 15 14 S\ � w w W W r' W — —W W W w w w N w F� G. 8� Q SOUTHWEST CORNER W. FRANKLIN ROAD N W. FRANKLIN ROAD PHONE(208)639-6939 _WEST 1/16 CORNER kmengllp.com SECTION 11 � w w SECTION 11 s S � ss s s s�^' sw Sw sw S w � S w s w S w S w s� w s w s w s w s w s w s ws d - - - - - -- 36"sD DATE: 3/11/24 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 = � = � 1 I ® I r• f. .s f f f r\ I I c c c GAS LINE I � I ` x _Op_Op_ OVERHEAD POWER LINE ® SEWER ALIGNMENT "E' 1 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 1 I FIRE HYDRANT I W Co POWER POLE z f M W Q b— i. .r, , ' f I I " m POWER BOX _ _ _ \ ' I EP EP EDGE OF PAVEMENT Ld I Wo �9,—A i— 3 Z— I I I I EO EO EDGE OF GRAVEL 1 Q� I I I I x $"� m 8"w $"w 8" s"w $' I I - - _ _ �$»W wL - - —_- -_— - - - - 3 \ \ \ i m I F� s _ Co El 7 1 01 r \ 00 f• f. - $s \ I I Co PRELIMINARY ENGINEERING NOTES � I M/a \ W $"S $ , I " 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS ° \$'S $ 8'w 8"w s" W $rrW $..w „w I I WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER s .. $.rs 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 $"S S "S s 81's 8r.s 80S / \ � � � \ \ \ � I \ \ i \ _ � �' .• x 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY ' � \ \ _ 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 1 x 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 r I l l I I REQUIREMENTS. W W W ® ® f I N 1 F r I 1 f SEWER ALIGNMENT "D" 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 1 I 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE W y W 00 F I 1 I I I I x STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION. W I I 1 S I f y 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED 1 SEWER ALIGNMENT »B» U f DURING FINAL DESIGN. W SEE SHEET PP4.4 & PP4.5 r N s r; 1i 1 1 n LL-1— = 8. CUP CONCEPTUAL ENGINEERING DRAWINGS ARE PART OF SEPARATE APPLICATION. W r r I II II /� - - - - - - - - - - - - - - - - - - - - - - - - - — J J r r II I IS r r / — — — I x I I O r .r I - - - - - - - - -_- - - - - - - - - - - - - - `� I I L I 1 r w W 1 I N1 i o I W Co f I I I 'SEE-SEWER ALIGNMENT CUP3T4"C" w (SEPARATE PLAN SET) f 1 � I Cli t. ,.r II II I 1 I I x z � f � � � II IV11 � 11 : .: s n II I I ,. z I � I I x F • / 1 I I r. ,• III I f s � s I IW W ® ® CITY OF MERIDIAN SEWER AND � 1 I - I r r WATER EASEMENT 30.00' I L 1 J. ® ® N � .`: I 1 •' . I .f _ ` •• r••,s .t, f• f r• ; • f. I x — — — — — — — — — — — — W � � •f .f r ' . . L r � � •A. .J• ' t• r• :f, f• .f El.•t• y I W � � t •r W I 1 LI W � I 1 / II II x 0 r •f. V I W J fI I 3 ,•f. r. n I I W f llll 00 N r f r l 1r n ot f f Co OD N I w 8"W 8"W 8 W 8"W $°w 8"W 8" ' 8"W W 8"W 8"W 8"W C ly L L L I.N j. 1 / f s°w 8"W 8"W 8"W 8' g" $rrw 8rw oI f •f ' f r q •r f •f N 'r •f •� f.• \I AS 8"S 8 s 8"S 8's S S S s 3 I eel 11/ •f W I IQI l 1 •r. f• f � •:• I t. F:- c FC::: F I] V) M I 1 Z ) , N r f I I I x a w . Co m Y MATCH LINE - SEE SHEET PP4.2 0 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 } qF� G 8�� BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com d DATE: 3/11/24 PROJECT: 20-005 SHEET NO. a 0 0 N d I LEGEND BOUNDARY LINE MATCH LINE — SEE SHEET P P4. 1 OFFSITE BOUNDARY LINE 11111011 INN 0011 milmomilpol . IME pm PROPOSED LOT LINE cll/ J lyi r i I I FOUND 1/2 INCH REBAR J• J• r r X FOUND 5/8 INCH REBAR ' I W SPIKE 50 Ild I I I I I PROPOSED IMPROVEMENTS 3 I ® 1 1 1 i s s s SEWER LINE r ® � ooI s w w WATER LINE N / \ I W W ICR. °'r• . SEWER MANHOLE l 2645 y y00F r, I I PROPOSED CONTOUR Ir W I 'Co � •r." 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FRED SMITH STREET ® \ \\ 8"s —s"s a"s s"s $"s a"s — — —� ® r a"s a"s a"s a"s l 8"S 8"s s W T T T T T T 1 r T T T T T N r r PRELIMINARY ENGINEERING NOTES \ \ s . . 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS r• i WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER I MAINS IN N. TEN MILE ROAD AND W. FRANKLIN ROAD N y \ \ TM TmLb SEWER TO BE CONSTRUCTED X M/b M/b \ 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 DURING FINAL DESIGN. W W W W ® 3 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE s Co i WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN y � � + ® \ \ p r REQUIREMENTS. ® as \ 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL � \ \\ 3 DESIGN. IW \ � C2 \ s M,8 — _ 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE (n W W W W W \11\ W W W W ss ® ® ® STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IW 'k � 0v 2q .� .� .� .� / \�M„s ® IRRIGATION. •L W W W y y y W W W W C, \ IW W W W W W W W W W W W �js----8" s 00 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED ro DURING FINAL DESIGN. N I w w w w w w w w w w � w w w w • _ 41 I v 41 41 W W W 41 \ \ y y I �— �— — �— 1 8. CUP CONCEPTUAL ENGINEERING DRAWINGS ARE PART OF SEPARATE APPLICATION. w w w v v v v wwT� v y w w o X W y y W W W W W W W W W\ W W W W I I W W W W W W W W W W W W �W W W W •r. c� I W W W W Y •Y •Y W W W W •Y •Y ` •Y W W W 0 f I X 41 41 � \ I X N W W W W W W W W W W W W W W W W 3 V 1 r X a I Co (n Y •Y •Y •Y W W W W W W W W W W •Y •Y •Y W IW I 0 vI 41 41 � 41 41 � W W von W X N I •YI W W W W W W W W W W W W W W W W W W i 00so X WI •Y W W �Y •Y •Y W W W W •Y W •Y •Y W O W •Y •Y r. X W W W W W W W W W� O W W W I r. LN w v° v v w w w v v v w w w -w — — r 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 _-_ W- W WI ��= y •Y •Y •L\ /yW V V `L- 00 Y •Y V y y •L •L J• y R/W R/W R/yy — — — — — — —�• X cn w —M W yy — —— — — — — — — ———— ——— — — — —— — — — —— — ——— — —— W W W W w W W W a W S S S S S S s W W W S \�' \ W. FRANKLIN ROAD �—w w w W W W W w w w w w w w w w w w �w � w ,r 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 m a o a 0 3 0 i N O N c-1 M CONCEPTUAL ENGINEERING PLAN a 0 50 100 150 Y Plan Scale: 1" = SO' ID z GASSER LAND DEVELOPMENT SS��NAL £N MERIDIAN, IDAHO GENS 'LFF� ENGINEERING PLANS Z 17381 ENGINEERING REVISIONS �n o o NO. ITEM DATE �' o �C TF OF �� �P 5725 NORTH DISCOVERY WAY } qF� G. 8 � BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com d DATE: 3/11/24 PROJECT: 20-005 SHEET NO. a 0 o PP4. 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 1 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 1 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 1 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 W I W W ® co W r 41 � co F I r I 1 s z— I SEE SHEET PP3.4&PP3.5 m I 1 I I u r _ _ N I W FOR SEWER ALIGNMENT B r s r • I I I I n \ s I I I I I I - - - - - W 0 I I IS � Vj I I M I W r I r IFr: , I t II 16. 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 Co 2580 00 Co � rnIn LO "�' O (� 2580 O LON N N Q .'.M.. 0 H .. .. � N N N � � 0 N INTN ''i Q I N Lp 0 N N u) u(V7 N Q0ZZ +0ZZ) +(nZZ) Q NQ (0 LO ON O N N O +NZ Z +NZ= = +iZZ > > > > > > > 2 N — — O (n n n HO .. .. N F Z Z z YE Z Z N YE z z Cn Z Z Z Z Z N > > > EXISTING G OUND � — — � — — N z z z_ 2575 2575 2570 2570 2565 2565 8" SEWER MAIN STUB 2560 2560 m 0 1 0 of g PVC 0R35 2555 SDR3 ® 0.50% I 2555 N 220 of 8 C SDR35 ® 0 40% 65' of 8" PVC SDR35 @ 1.00% m 45' of 8" PVC SDR35 @ 1.00% 70' of 8" PVC SDR35 @ 0.47% 2550 2550 Y z GASSER LAND DEVELOPMENT EISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EX INISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT F SS\G E N Sf�c141 2545 2545 MERIDIAN, IDAHO Q��, o 0 o � F F 10 ENGINEERING PROFILES ff) zv0o NN ON N N N N (NO N N ON N 0N N N 0N0 N ON M N u 00 ) ) NN LO 0) r, CA N� T17 3 81 p O n O t � M N N N N NN NN NN r J O u, u, � u, n n u, �n u, u, u, P E I E E R 0 0 0 0 0 N 0 0 0 uO 0 0 LO N 0 o OF 5725 NORTH DISCOVER Y WAY NO. ITEM DATE '\ } 'e4 G 80- BOISE, IDAHO 83713 a 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: 3/11/24 PROJECT: 20-005 SHEET NO. a 0 o PP4. ; N d L�J SHEET NOTES A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. � 00 F 00 y i 1 I I FFF B. SEWER MANHOLES SHALL BE NH" IN DIAMETER PER I 3 ISPWC SD 50 I NS ALL MANHOLE FRAME AND COVER \ 1 u � _ I I YA J L PER ISPWC SD-501. — +c — I IT 7 I I �� I � C. INSTALL STANDARD SERVICE MARKERS PER ISPWC � � // / 11 V) — — — — — — - - — — — — — JIL� — - - �, EES - -00 LO 4.S LLL� 00 ? 3 SSMH B4 \ 00 I o •, STA: 9+43.68 OFFSET: 0.00' 4' N: 707481.36, E: 2444191.20 " "s / CO N 00 '. SSMH B3 SEE SHEET PP4.3 FOR STA: 8+58.03 OFFSET: 0.00' SEWERALIGNMENTA N: 707534.45, E: 2444123.99 > �S M„sue ao 0000 I SSMH B1 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: 2444059.600 2 / 3 NAAA- y / x 00 y � I � L J_ 1 J_ L J_ J_ J_ J_ J_ 1 � N L vaL J J —a 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�g� �3 _ 00 S 8„s ai 8"sT $"s 8"� T 8"s I-8"s 8"s 4"s 8"s 8's 8"s 8"sl a"s h r T T T T T T T T 1 r T T T T SSMH B2 3 3 CO STA: 7+56.42 OFFSET: 0.00' 707620.22, E: 2444069.511-1 3 S CO / y 00 / 01 / \ 00 ® / / ® ® ® ® I I 1 00 ® ®mol I 1 11.1 D 00 3 / N a0 L——————— ———————— 711] tiF n 3 i NG, 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 . ) 00 00 .. N 00 N 00 i 00 00 o 2585 M 00 N Oq r) � to (o � 2585 w co m N M N LO V N 0000 M m +� N � m � N 0] CNN ..N Z O = +N Z DO+..N Z +N Z ZO m 0 O 0 � � Z � Z N > > > � N N 0Z Z 0 — � N � ZZ Z 2580 2580 Q +Ln N N = N Z Z 0 > > > co AZ Z Z EXISTING GRO ND - - - - - - - - — - - - - 2575 — — — — 2575 2570 2570 2565 2565 2560 p 2560 m 0 0 5 55 of 8 PVC SDR35 ® 0.50% 3 2555 2555 N 100' of 8" PVC SDR35 ® 0.50% " 100' of 8" PVC SDR35 @ 0.50% Z Q 85' of 8" PVC SDR35 @ 0.50% D w 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 17381 Co O O r, 0) V � LO 00 � 00 r- 00 00MN 0 O M Co I O M 00 0 N o O N N a0 0) 00 00 I- nc0� D `�LO �ri co 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 �' o � 0 � o n / ul Ln Ln Ln Ln un �n do do d) �n �n �n �n �n �n d) �n d) F \ P 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 } qF� G 8 BOISE, IDAHO 83713 a PHONE(208)639-6939 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: 3/11/24 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 r 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 "r - - - - - - - - - - - - - - - - - --- - - - - - - - - - _ - / r I PER ISPWC SD-501.x " C. INSTALL STANDARD SERVICE MARKERS PER ISPWC [ILLi i i i ru C _ x / � r' •` r r• ar r r r •� 'r f• r SSMH B5 r / / 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 p r• Ll,/. R/W R W r S 8 S3 �� 8"W 8"W 8"W g"y� 1 g"W J 8,. 8"W 8„W 8 NJ 1 8"W 1 cni i 8 W1 i iJN r W LI S 8"W 8"W 8"W / — — 8W a s rr+ ,rz+otl — — 74+00 — — _ r /� s s"s sis s"s+—s"s us"s 8"s�—s"s s"s 4"s s"s s"s �s"s S W. FRED SMITH STREET • `. ! r T T T T T T T 1 O U � S , s r O s I s• ILJ I r � � I m CO S S ? • l S 0 r S 3 ' co 0 UTTI I I I 110 [a 10a 0 00 00 f 0 I x I 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 44 m 0 a 0 a 2560 2560 0 m \_95' of 8" PVC SDR35 @ 1.50 0 D w 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 co � N 0 00 0) 0 N 17381 0 I- 00 0 LO 0o 0 m 00 c0 0 co� � co co� � � � 00� � 00� � 00 r � 00� � REVISIONS r- r- LOr � � � ��q � � o L � L � LO � � L � n � L � L � 0 � ul 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 } qF� G 8 BOISE, IDAHO 83713 a PHONE(208)639-6939 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: 3/11/24 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 \//\//��/��/ // / / /��//\ 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' 7.0' 26.5' 83.0' 39.0'26.5' 7.0' 2.0' 17.5' CENTER-TO-BACK CENTER-TO-BACK CENTER-TO-BACK 6.0' SIDEWALK 2.0' 6.0' SIDEWALK 13.5' 6.0' SIDEWALK 1.75% 2% 2% 1.75% 1.0' FLAT LANDING �2.00% 2.00%--- - 1.75% 2% -2.00% \\/\\//\\ \ \ \ 1.0' FLAT LANDING \�\\�\\\ A 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 TYPICAL PUBLIC STREET HALF SECTION SCALE: NTS rt 2.0' 8.0' 17.5' 17.5' 8.0' 2.0' CENTER-TO-BACK CENTER-TO-BACK 6.0' SIDEWALK 6.0' SIDEWALK 1.75% 27- 1 % 1 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 R/W m 60.0' 51.0' CENTER-TO-BACK 0 3 2.0' 0 0 35.0' CL-SWACUT 7.0' SIDEWALK 1.0' FLAT LANDING Z 2.00%--- 1.75% \ ,/\ ID 0 COMPACTED SUBGRADE GASSER LAND DEVELOPMENT 6" VERTICAL CURB & GUTTER �pNAL 0 PER ISPWC SD-701 o�c,S crF MERIDIAN, IDAHO Q� � GENS 10 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 �C' PF OF ��P P 5725 NORTH DISCOVERY WAY o NO. ITEM DATE �� } 2" MINUS CRUSHED GRAVEL 9F� G. � BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com N. TEN MILE RD. TURN LANE - STREET SECTION SCALE: NTS DATE: 3/11/24 PROJECT: 20 005 SHEET NO. a 0 o PP4. ; N d