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Home My WebLink About001 C1.0 Overall Site Plan & Project Info LEGEND x EXISTING SPOT ELEVATION LP LOW-POINT I °FA,y X(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE PHASE 1 CONSTRUCTION DUMPSTER 9 I (LOCATION SUBJECT TO CHANGE) G MARK EXISTING POWER BOX TBC TOP BACK OF CURB UG A. 5 TRAIL CORRIDOR ACCESS EASEMENT PHASE 4 EQUIPMENT STAGING AREA PHASE 1 EQUIPMENT STAGING AREA EXISTING TELEPHONE BOX SW SIDEWALK CHANDLER (APPROXIMATE)TO BE RELEASED ;PHASE OCATION SUBJECT TO CHANGE) (LOCATION SUBJECT TO CHANGE) EXISTING UTILITY BOX FF FINISH FLOOR I AND RE-DEDICATED TO MATCH HASE 4: PROPOSED , No. 9518ES PROPOSED TRAIL IN PHASE 4 4 CONSTRUCTION DUMPSTER O EXISTING SANITARY SEWER MANHOLE LS LANDSCAPE STORM CHAMBER 1ACK REAR y ��CENSEO O _ (LOCATION SUBJECT TO CHANGE) [N89'12'02"W 9� V2 SETBACK(PARKING � 'i/NfERV EXISTING STORM SEWER MANHOLE TOW TOP OF WALL - 1478.05 270'47'58� AND BUILDING) EXISTING SANITARY SEWER CLEANOUT EP EDGE OF PAVEMENT rp EXISTING FIRE HYDRANT BOW BOTTOM OF WALL sr -_ - EXISTING WATER VALVE Ise EX.STORM POND _sr //59 Sheet Of 8 EXISTING CURB STOP II TO BE ABANDONED 1.43' -AND FILLED EXISTING POWER POLE - EXISTING LIGHT POLE CP #62 EXISTING WATER WELL PROPOSED SANITARY SEWER MANHOLE 1■■Ij V / / - W / �O ® _ PROPOSED STORM SEWER MANHOLE (0 PROPOSED STORM SEWER INLET AAA' PHASE-a_ I =I I I 57 30'EMERGENCY Ica. PROPOSED SANITARY SEWER CLENOUT 4 �3 y-OP�63 / (L ACC SS EASEMENT PROPOSED FIRE HYDRANTb , PHASE 1&2 PROPOSED WATER VALVE I / ® PROPOSED CURB STOP PHASE 1: PROPOSED )x PROPOSED LIGHT POLE �- HASE 1: PHASE 1 SOIL STOCKPILE AREA ro 101 �/ STORM CHAMBER 'O HATCHEDP REGION DEPICTS LOCATION SUBJECT TO CHANGE) I O!7 PROPOSED WATER WELL 4+E = ICTS EX TENT OF I ( O n „ TRAFFIC FLOW BUILDING ADDITION IJ qq_ PROSURROUNDI PERTY BOUNDARY LINE Q, I IIT1 I I M Z NG PROPERTY LINE F�\� PHASE 4 IMPROVEMENTS PHASE 4 SOIL STOCKPILE AREA u J 8.0'SIDE TO BE ENGINEERED. (LOCATION SUBJECT TO CHANGE 8.0,SIDE SETBACK LINE C PARKING SETBACK CONCEPTUAL ONLY PHASE 1: EXISTING BUILDING I PARKING o EXISTING BUILDING HATCHED REGION DEPICTS ^' EASEMENT LINE EXTENT OF BUILDING _- �'I I "GALLATIN VALLEY MALL" ® SETBACK j� EXISTING FENCE A "GALLATIN VALLEY MALL" _- 4 5.0'SIDE SETBACK DEMOLITION AS DEFINED 5.0'SIDE EXISTING OVERHEAD ELECTRIC LINE 1 BY APPROVED DEMO PLAN I I CHANGE) SETBACK yr PHASE 3 CONSTRUCTION E ucr EXISTING UNDERGROUND ELECTRIC LINE Yti PHASE 2: PHASE 2 CONSTRUCTION DUMPSTER - (LOCATION SUBJECT TO CHANGE)) EXISTING GAS LINE I HATCHED REGION DEPICTS (LOCATION SUBJECT TO CHANGE) y I N EXISTING UNDERGROUND PHONE LINE EXTENT OF BUILDING PHASE 2 EQUIPMENT STAGING AREA O DEMOLITION AS DEFINED BY (LOCATION SUBJECT TO CHANGE) m PHASE 3 EQUIPMENT STAGING AREA 56 EXISTING WATER MAIN _�$i ' �.aDT- a I PHASE 4. APPROVED DEMO PLAN INTERNAL ROADWAY -' (LOCATION SUBJECT TO CHANGE) EXISTING SANITARY SEWER MAIN yY1 W, HATCHED REGION _ FRONTAGE e-i EXISTING STORM SEWER I DEPICTS EXTENT OF STOREFRONT BLOCK Y tV BUILDING ADDITION INTERNAL ROADWAY W PROPOSED 8"WATER MAIN - 7ESS -� STOREROFRONTAGE = - Cn O PROPOSED 8"SANITARY SEWER MAIN N . NT K PROPOSED STORM SEWER 2 VICINITY MAP ___ , 10' PEDESTRIANPROPOSED UNDERGROUND ELECTRIC LINE - - ss -- _ - �, I ACCPHASE�1&2ENT NPROPOSED UNDERGROUND PHONE LINE E 4 PHASE 4 �SCALE:1' SOO' PHAgCEASEMENT-PROPOSED GAS LINE C1.0 = 3ERGENCY 1DESTRIAN � S PROPOSED CURBSWAL AND POND CONTOUR n - t - _ PAD E - ® --- 4A �I PROPOSED CURB AND GUTTER , PHASE 4 IMPROVEMENTS __ OR T TO BE ENGINEERED. --- - �:_ _I (P BENCHMARK DRAWING LIST CONCEPTUAL ONLY 4- - O 0. _ -T- I PAD C - ® O TOP OF SET NAIL(C&H C.P.I50) - � ELEVATIONSHEET LEGAL DESCRIPTIONS) SHEC OTITLE OVERALL SITE & PROJECT IO FORMATION i O I ITR 1 I _ % / _ =�) - �r_11 c� ACT �, N � � _ _ a TRACT 1,COS N0.467A, *-_ _ OS NO. 467A W INTERNAL ROADWAY I N N LOCATED IN SW 1/4,SEC. 11.T.2 S.,R.5 E.OF P.M.M., I _ _ I I 37.426 Acres Vl STOREFRONT BLOCK CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA C2.0 MASTER SITE PLAN _ -_ +- _ \ 0✓GE I N CA SPECIFICATIONS C2.1 MASTER UTILITY PLAN � = � 0 I I $ I / ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH I ___- ARE HEREBY INCORPORATED BY REFERENCE: C2.2 MASTER SITE GRADING & DRAINAGE PLAN P \ 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION (APRIL WHOLE FO 5 5P AD IF 2010 ) C3.0 CIVIL DETAILS (1 OF 4) I EXISTING I - (C.0.8. # 92) 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUMS(2017) BUILDING OWNER C3.1 CIVIL DETAILS (2 OF 4) TIRE RAMA° _ _ _ _ __ PAD D GALLATIN MALL GROUP,LLC. C3.2 CIVIL DETAILS (3 OF 4) 2280 GRAND ROAD,SUITE A BILLINGS,MT 59102 C3.3 CIVIL DETAILS (4 OF 4) - .. _ ___ DEVELOPMENT ADDRESS // PHASE 2&3 SOIL STOCK PILE AREA _ O 2905 W.MAIN STREET ---- O •�`C� W' -� '- (LOCATION SUBJECT TO CHANGE) _ - _ _ BOZEMAN,MT 59718 149.86 090'41'4$" SITE DATA [S89.18'12"E EXISTING ZONING: B-2 COMMUNITY BUSINESS DISTRICT __ A Q PROPOSED USE: COMMERCIAL BUSINESS -- l� =- " = ��` I / 047*25'46• BUILDING SETBACKS: FRONT 10';SIDE 5';REAR 10'&25' EX.HYDRANT '� / [N 47.25'46-E ARROW BOLT t-1 F-1 AREA OF LOT=37.42 ACRES or 1,630,015 SO FT I �_»l PROJECT AREA=9.95 ACRES or 433,390 SO F ELEV.4,855.24' T �___ � EXISTING BUILDING � O GENERAL NOTES CONSTRUCTION MANAGEMENT 0D I I� TACO BELL" V r� - EXISTING BUILDING / VI 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED N N,' "WHOLE FOODS MARKET" '� SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSTRUCTION TRAFFIC ROUTE SHOWN ON SHEET C1.0. PHASE 1-3 CONSTRUCTION ENTRANCE rT APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF N, DEPARTMENT. THE PROJECT.THE TOPSOIL WILL BE REDISTRIBUTED ONCE THE BUILDING II EXTERIOR IS COMPLETE.(APPROX.1 YEAR) y EXISTING / -_- 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL I' 3. ALL SPOILS FROM MASS GRADING AND/OR PROJECT UNTIL EXCAVATION WILL I BUILDING SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND BE STOCKPILED AT THE START OF THE PROJECT UNTIL THE BUILDING IS l - MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE BACKFILLED.(APPROX.10 WEEKS) I "PETCO' // \ '"i / r,o EXISTING BUILDING MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT • � ROCKY MOUNTAIN BANK" AND MATERIALS BY THE ENGINEER. PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN 4 09T"OBE 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES SHALL BE APPROVED BY THE CITY OF BOZEMAN. -•�� V �Q� 1V PRIOR TO THE BEGINNING OF CONSTRUCTION. ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE US W r ` 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST DISCRIMINATION LAWS(ARM 24301-902) Le47912 20.0'BUILDING v 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL AND PARKING KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW SETBACK 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. FOR COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT 10.0' 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OF 1973,THE FAIR HOUSING AMENDMENTS ACT OF 1988.TIRE 49.CHAPTER PHASE 4 CONSTRUCTION ENTRANCE BUILDING OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT. 2,COMMONLY KNOWN AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SETBACK SIMILAR FEDERAL,STATE,OR LOCAL LAWS THAT MANDATE ACCESSIBILITY TO W 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING. PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL IANOSCAPE ARCHITECT r APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE RED BARN MONTANA INSPECTION WORK PERFORMED BY THE ENGINEER. 3084 THORPE ROAD 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE BELGRADE,MT 59714 Scale In Feet APPIR WITH SEIMATE.FINAL RVICE ROVIDERRVICE AT THEN TIME LOCATIONS APPLICATION FOR SERVICE. OVERALL SITE & PROJECT INFORMATION 80 0 80 CML ENdNEETT C&H ENGINEERING AND SURVEYING,INC.NOW IMEG GENERAL NOTES- BOZEMAN,MT 59718 ME Ci.o SCALE:1"= 80' 24 0 24 SITE GRADING & DRAINAGE PLAN Scale In Meter-s 1. ALL SPOT ELEVATIONS ON CURBS ARE TOP BACK OF CURB UNLESS PHASE LEGEND OTHERWISE INDICATED.SUBTRACT 0.45 FT FOR FLOWLINE ELEVATION. CHASE 1 ■ NR I88 Date: 0311312023 ■ P 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED. � 3. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN ■ PHASE2: ■ 1/4"OF FINISH FLOOR ELEVATIONS. �L � 4. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. ■ PHASE 3 ■ 5. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. CHASE�4:3 c1mo ■-07E TF OD PRELIMINARY: FOR 3 REVIEW ONLY #211237