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HomeMy WebLinkAbout002 C-1 Layout and Utilities WEST BABCOCK STREET % ------ — ---------------------- -— _ ----------------------------------------- \\ //// � L0T1 OFJ&D FAMILY MAJOR SUBDIVISION,PHASE \ / / 150 AUTOMOTIVE AVENUE BOZEMAN,MT 59718 ZONING B-1 LOT 1,PHASE 2 OF THE J&D FAMILY MAJOR SUBDIVISION - r—�L--�--�—T —TIL�-7�--- SEC 9,TOWNSHIP 2 SOUTH,RANGE 5 EAST ------------ ----------------- --- ---_-- CITY OF BOZEMAN,GALLATIN COUNTY,MT 11 „/ r ------- ------ - ------------ 11// — —__--_—_---- II OWNER/DEVELOPER: ---------------------10S��llNDAB1L-- J&D FAMILY LIMITED PARTNERSHIP 270 AUTOMOTIVE AVE BOZEMAN,MT 59718 I I III I 1 12'PUE I I —III- - - - �L - - - - - - _ x — — — — — —~� — — — — + — — — — — rt III AREA NOTES: E _ _ _ _ I � I — — — — — — — J � I III PARCEL SIZE=4.70 AC(204,655 SF) I r I SNOWSTORAGE —_L---_ _ 1�-----_—_—_—_ TOTAL FLOOR AREA=2,800 SF III I 15'STORMEASEMENT ----- — 1�-------� --�1---- 1 1L ti I I 25'SETBACK ��------- -----------=I _ _------ ----r III III GROUND FLOOR AREA RATIO=FOOTPRINT/204,655 SF _— --------------- ------ — 2800)/204,655=1% ---- ---- —I --- -------- __� ——————————————— — __ __ ----It1--- — __ _---Lrt—r— — T1�------- --- _---_--—T —————— — ------- T8T0AL�OOR AREA RATIO=FLOOR AREAl2 SSF= 1= =------- II II I EXISTING BUILDING AREA=N/A = T _ r —J-- r PROPOSED PARKING AREA=81,600 SF PROPOSED BUILDING FOOTPRINT=2,8 00 SF ( 11 // I I I I I I I I III III I I I I I I III III PROPOSED LANDSCAPE AREA=46,500 SF III I I III /// I j1 PUBLIC STREET RIGHT OF WAY=N/A II II I I 1 / I I I I I I I I I r I I I I I I 1 m III I I II /// I I I I I I I I III I III I I �' I I I I PARKING NOTES REQUIRED 1ST FLOOR PARKING=2,800 SF III I 1 I J i III III RETAIL @ Y3oo SF=9.3 STALLS EXISTING III TOTAL PARKING REQUIRED=9 STALLS Ir SEWER MAIN]I 3� EXISTIf� III III PARKING PROVIDED ON-SITE=12 STALLS I 1-4------ EXISTING 1 WATE AIN III III m III I 1 INLETS I —I I III III SPACES FOR RETAIL STORAGE=151 STALLS f I I h I I II I l III II III y I 1 z EXISTING 4"PVC \��` III III 1.NO PARKLAND REQUIRED I m I 1 1 — —_———�— SEWER SERVICE F\ III 2.NO WETLANDS INCLUDED IN LOT 1 I II I I 11 �"\ I__— --+--+-- --7�=�=�\ �` J III 3.NO AFFORDABLE HOUSING IS BEING PROVIDED WITH '_ \ \ \` I1 E Q I I I I I III THIS PROJECT DUE TO THE COMM ERCIAL NATURE. =T 71 Ii _jIW CONSTRUCTIONLAYOUT NOTES:> r—rI 1.ALL ISLANDS ARE 8'WIDE MINIMUM. 2.PARKING SPACES ARE 9'MIN.WIDTH. Ixa II I I I � III — — .1_ -1_ — I L 3.DRIVE AISLES ARE 24'MIN.WIDTH. ~ I ----- � r 1-7 7T- r� 4.TBC RADII ARE 3'UNLESS OTHERWI SE DENOTED. LL S.THE CONTRACTOR SHALL CONTACT ONE CALL@ �\ 1$00-424-5555 FOR ONSITE UTILITY LOCATION.ALL O III I I III — L————— - z' �\ �'IL UTILITIES SHALL BE MARKED BEFORE DIGGING. III 1 1 I III 77 III 1 UTILITIES SHOWN ARE FOR PLANNING PURPOSES ONLY. Q I I J IIII 6.CONSTRUCTED SIDEWALKS SHALL MEET ALL x 1 I III p RISE I __ _ SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF RI'RIO y — N BOZEMAN SIDEWALK POLICY. TE ` EXISTING 1"COPPER ` 7.ADDITIONAL SUBMITTAL TO CITY ENGINEERING&DEQ III 1 III r �/ �+ ^ 1 I`�'I WATER SERVICE LINE �I III I 1 1 EXIST I N G I I SS 1 11 C REQUIRED FOR SEWER&WATER MAIN PRIOR TO 1 III 1 -----_ 7-r- � .9 CONSTRUCTION. 8.RED CONCRETE FOR SIDEWALKS WITHIN TRAFFIC 1 1 CONNECTTO III L J ���� B I LDI N V ///// AISLES ONLY. EXISTINGCURB 11 / / -------- I T r I I I RAMP j1 I I _LJ-11IIIl_L_I_���1_L_L I I I II II 1� -----r II1 % III I I EXISTING I Q I RAMP I EXISTING 1500 GALLON I 1 11 1 LIGHTS aI I 1 III 1 I �.p)I L=__�/ 1 Q I SAND OIL SEPARATOR ( I I � III 0 ® Q E O+ I -------1-----7 IIII ADA CERTIFICATION I I I 1 I Y ITI (7 O . 1 1 I IIII THIS SITE HAS BEEN DESIGNED TO MEET ADA STANDARDS. R=5.0' O `=5� I I I III I � a Q 0 I -------i------4_ � IIII DATE I � U------ 1 — • I I III t------ III I I I 1I INSTALL INSTALL 1 BOLLARDS PER I BOLLARDS PER 1 A I III I I ARCH PLANS 1 c I ARCH PLANS 30'WATER I I I I1 I _l - I II I &SEWERE\TERFRISE PROPOSED TRAS EASEMENTo OS IRE,SEE — �1 39' 3e ADDITION _------� --DETAIL- 1 _ I I I m 1 I I INSTALL 42' 40.0'TYP m ----- CONCRETE 1 I" III E \ III I I I-- 1 CONCRETE \ APRON 1 I VALLEY I 1 1 I EXTEND WATER, I GUTTER ( J \ IIII SEWER,&D%IN LINES 1 24' I 5R=5 o R=5.0' I / ( --_ \ + 1 IIII I I Im 9i I a 0 IW O III\\ I m1 1 1 ® + ® O 1 Z E ISTING H DRANTII 1 1 III L = 24' 1 1 11 1 EV s ------- y IIII r1 \ All CONNECTTO J CO CTTO \J CONNECTTO 1 II 1 1 I EXISTING CURB CONNECTTO EXI I G CURB EXISTING CURB 11I 1 �Ir—,—, 1 EXISTING CURB I J w w w w w III N 1 I I EXISTING 30'WATER& 1 11 NJ 30'AISLE 1 11 1 11--�— 1 �7EXISTING EXISTING SEWER—lxw II 1 I DRY UTILITIES EASEMENT III 1 w w Ex WATER MAIN 1 11 GRAPHIC SCALE —_-- — 1 NEx (Ex 1 _ w N -- \ m III 1s 7.s 1s \ f�=�_--T-- ---I---r--T--f� ---r 1---T---I --T---F_ 7T�` 1 r r \ /G \\\ IN FM I c � F ' l ,° 1 r; 111 1 1I I I I I I I ff 111 I I I 1 1 1 1 li 11 1 1 inch. 15 fL 1 I III// �� ��� III 1 I I I 111 I II I 1 I I 111 1ii 11"X17":1"=30R H:\1134\003CADITEPLANSHEETSSHEET-C1.dw9 T DRAWN BY:CMW PROJECT NUMBER VERIFY SCALE REVISIONS CHK'D.BY:CMW ENTERPRISE BUILDING 1134.008 THESEPRI—MAYBE NO.DESCRIPTION DATE BY SITE PLAN SUBMITTAL SHEET NUMBER REDUCED LINE N H O EmJineenng CHM.WASIHER APPR.BY: BOZEMAN MT MEASURES ONE INCH ON NESISCOIISIII/1IIg 204 N.11th Ave. M. ORIGINAL DRAWING. Bozeman,MT 59715 10859 PE DATE:5/10/23 DRAWING NUMBER Design phone:(406)581-3319 O.A.REVIEW NGINEERING, INC Planning f� SITE LAYOUT AND UTILITIES �! lBifR Cj-1 [® AIN o aXew Staadalda Cowan It COPYRIGHT©GENESIS ENGINEERING,INC.2023 AL DATE: