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HomeMy WebLinkAbout001 C1.0 Cover Sheet LEGEND x - EXISTING SPOT ELEVATION LP LOW-POINT ,OF MLWTgq� x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE © EXISTING UG POWER BOX TBC TOP BACK OF CURB �a MARK A. �Q 0 EXISTING TELEPHONE BOX SW SIDEWALK I I O+ FF FINISH FLOOR ` I No.,9518ES ❑U EXISTING UTILITY BOX LS LANDSCAPE _1 ® EXISTING SANITARY SEWER MANHOLE TOPW ETOP DGE O WALLF PAVEMENT I I w\J\Q\1 © EXISTING STORM SEWER MANHOLE BOW BOTTOM OF WALL I OG S I / 000- EXISTING SANITARY SEWER CLEANOUT ""11.. EXISTING FIRE HYDRANT VISION TRIANGLE(TYP.) ` _ ^N� Sheet 1 Of 6 r f / 0 EXISTING WATER VALVE I G ` / ® EXISTING CURB STOP I // m E - - - - - - EXISTING POWER POLE MASTER DRAWING LIST Q`_ /i 3 m N m :Ze EXISTING LIGHT POLE CIVIL PLANS I a�.v - - - - - - - - - - - - - - - C N Qw EXISTING WATER WELL CI.O CIVIL COVER SHEET ® PROPOSED SANITARY SEWER MANHOLE ` / QE,a © C2.0 CIVIL SITE PLAN - B g PROPOSED STORM SEWER MANHOLE �/ . ® PROPOSED STORM SEWER INLET C3.0 UTILITY PLAN I / C c o O°O PROPOSED SANITARY SEWER CLEANOUT C4.0 SITE GRADING AND DRAINAGE PLAN _ _ _ _ _ _ I " w w w� i N" PROPOSED FIRE HYDRANT C5.0 CIVIL DETAILS VAL w w `�/ w ��w L 6 F m HYDRANT TOP NUT 'L (STOREFRONT B 0 K FRONTAGE ELEV=4,835.73 c m ca PROPOSED WATER VALVE I ) ARCHITECTURAL PLANS i ® PROPOSED CURB STOP USEABLE OPEN SPACE:1,129 SF s ss ss ss ss ss ss \ ss ' xx PROPOSED LIGHT POLE AO.00 COVER SHEET i \ ss 01 o a \ W ® PROPOSED WATER WELL A0.01 GENERAL INFORMATION CONNECT TO EXISTING UTILITIES � 8 TRAFFIC FLOW A02 3D VIEWS G EXISTING SIDEWALK �7 EXISTING SIDEWALK \ 8 a _ 19.9' �=J PROPERTY BOUNDARY LINE AO.0.03 3D VIEWS [S88"34• PROPOSED sloEwnuc - \ �i�` -SURROUNDING PROPERTY LINE AO.04 AREA PLANS \ o SETBACK LINE - - - - - - 73.a' 15.a' AO.05 OCCUPANY CLASS & FRR _ EASEMENT LINE AO.06 OCCUPANT LOAD x x x EXISTING FENCE A2.01 FLOOR PLAN - MAIN LEVEL ° - 7.0'SIDEWALK \ on8 EXISTING OVERHEAD ELECTRIC LINE - - z4' IDewALK " PROPOSED A2.02 FLOOR PLAN - 2ND LEVEL & ELEVATOR PLAN0 LNT SANITARY SEWER \ "I ucc EXISTING UNDERGROUND ELECTRIC LINE Al"1 EAs ENT CONNECTION TO 2'DOMESTI WATER CONNECTION 4"EXISTING SEWER w �s EXISTING GAS LINE A2.03 ROOF PLAN 72.0' SERVICE a J. EXISTING UNDERGROUND PHONE LINE " 4'FIRE SERVICE J. I (�i \ A3.01 EXTERIOR ELEVATIONS o 90 w EXISTING WATER MAIN A3.02 TRANSPARENCY/SIGNAGE/WEATHER PROTECTION R3.0'(TYP.) s8 EXISTING SANITARY SEWER MAIN III F \ A3.03 EXTERIOR MATERIAL BOARD sr EXISTING STORM SEWER PROPOSED 3-STORY N \ e"w PROPOSED 8" WATER MAIN A4.01 BUILDING SECTIONS iI OFFICE/RETAIL \ BUILDING-39,712 SF \ 8-ss PROPOSED 8" SANITARY SEWER MAIN TO.01 TRASH ENCLOSURE - ARCHITECTURAL it 320 1STRIN FLOOR \ Ft. FOOTPRINT-14,452 SF 10'UTILITY -� \ EM MT \ O sr PROPOSED STORM SEWER L GHTN� PE J WE PROPOSED UNDERGROUND ELECTRIC LINE E1 LIGHTING PHOTOMETRICS s - PROPOSED GAS LINE E2 LIGHTING PHOTOMETRICS USEABLE OPEN SPACE:242 SF a RAISED / - PROPOSED UNDERGROUND PHONE LINE E3 SIDEWLAK / LIGHTING 3D VIEW AND VERTICAL FACE - - -PROPOSED SWALE/RETENTION POND CONTOUR PROPOSED CURB AND GUTTER LANDSCAPE ^ 720' L-1 PLANTING PLAN ... TREE GRATE(TYP.-3) SHARED PARKING, DRAINAGE & ACCESS EASEMENT I-1 IRRIGATION PLAN w$ " 26'SID AL 1-2 IRRIGATION DETAILS o K`-) _ 11.6 F -1 I EXISTING UTILITY EASEMENT TO BE ABANDONED s.o. 20' M L 1 o a1.o' $ 5.0' 81.0' BENCHMARK o R13.0' 7 63.0 6.0' / ,� s.T ry,TOP NUT OF HYDRANT($2268) " 18.0' 9 0, 7 9 ELEVATION=4835.73 FEET(NAVD 88) GENERAL NOTES ___ N __ ------------------- AND LEGAL DESCRIPTION 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS - ---------------------------------- SPECIFICATIONS SHALL BE MADE WITHOUT THE �J rI� r- LOT 1,BLOCK 2 FERGUSON FARM SUBDIVISION, PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE SEC.10,T.2 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN, CITY OF BOZEMAN ENGINEERING DEPARTMENT. R15.0' S GALLATIN COUNTY,MONTANA T 5A, R0.5' -PROPOSED MODIFICATION PTO EXISTING CURB LINE 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE MIN. UB�. 34DA �� L "_(1)ADA VAN ACCESSIBLE v / > Z CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE ��>� �� JPARKING SPOT / a K O SPECIFICATIONS CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION FIRST SECURITY BANK - SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BY REFERENCE: BE USED ON THE PROJECT. INSTALLATION SHALL NOT �� I �� GJ J U BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF \ O 1. 2001N0'ANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. I�1I Q m 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL s> V'7 w w w w z O ADDENDUMS(2017) BURIED UTILITIES PRIOR TO THE BEGINNING OF / VVV LLLIII 11"O��II 0 OWNER CONSTRUCTION. 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE BILL&TIDES EXCELLENT LLC NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING - - - - - - - - - - - - - - MAIN STREET CONSTRUCTION.BOZEME.AN, s\ / 30' UTILITY r v I�WII BOZN, MT 59715 EASEMENT/ 5. TRENCH EPAOBACKFILL SHALL BE TYPE A FOR ALL AREAS TO PER PLAT DEVELOPMENT ADDRESS \ 6. SITE WORK TO BE PERFORMED ACCORDING TO THE BOZEMAN, MT 59718 INVESTIGATION REPORT'PREPARED BY C&H 777 BOARDWALK AVENUE PROPOSED TRASH ENCLOSURE. \ \ (-'�£ RECOMMENDATIONS OUTLINED IN THE"GEOTECHNICAL SEE ARCHITECTURAL I \ ENGINEERING,DATED DECEMBER 2021. %\ 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ~ \ w ENSURING THAT THE PROJECT MEETS ALL OSHA / 316.53 271'25'56" (R) C)\ REQUIREMENTS AND THAT THE SITE MEETS ALL I [N88'34'04"W] Apr G\Q \ APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES > EXISTING RETENTION POND TO REMAIN. ✓✓ /� AND ANY SITE INSPECTION WORK PERFORMED BY THE I Y / DO NOT DISTURB DURING CONSTRUCTION \ 7 [ - a �: ENGINEER. 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE r l �o FIELD STREET LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE SOT 3 LOCATIONS ARE TO BE COORDINATED WITH SERVICE z PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. i LOTZ/ o VALLEY COMMONS DR. CONSTRUCTION MANAGEMENT > 174 a � 1 ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE LLJ CITY Of DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN ON I Q VICINITY MAP 2 ao 802EMAN 2. ANY TOPSOIL THATAT IS ON-SITE WILL BE STOCKPILED AT 00� PROJECT LOCATION LIMITS THE START OF THE PROJECT.THE TOPSOIL WILL BE / C) s RE F DISTRIBUTED ONCE THE BUILDING EXTERIOR IS - _ COMPLETE. APPROX.1 YEAR) ) HUFFINE LANE 3. ALL SPOILS FROM MASS GRADING AND/OR TART OF TH -- EXCAVATION WILL BE STOCKPILED AT THE START OF THE Z � PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX. OVERALL .SITE CONSTRUCTION 10 WEEKS) 1 VEHICLE PARKING SUMMARY OPEN SPACE SUMMARY ROUTE SITE DATA PARKING CALCULATIONS(PER BMC 38.540.050-3) OPEN SPACE CALCULATIONS(PER BMC 38.520.060.C.1) COUNTY M-I C1A SCALE:1"=2Cr 1 SPACES PER 250 SO OFFICE ZONING (ARM 24,301,902) EXISTING ZONING:B-2 COMMUNITY BUSINESS 1 SPACE PER 300 SQ RETAIL 2%OF SITE AREA II HIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL HIS PLAN DESIGNATION:COMMUNITY COMMERCIAL MIXED USE 111T 1 SPACE PER 1000 SF WAREHOUSE 2%X 64,691 SF LOT AREA= 1,294 SF OPEN SPACE I8sm Date:06/0 12022 -- NOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR PROPOSED USE: RETAIL/OFFICE TOTAL OPEN SPACE PROVIDED COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL VICINITY MAP AMERICANS WITH BLOCK FRONTAGE:STOREFRONT 3,589 GSF WAREHOUSE/1000 SF=4 SPACES 242 SF+ 1,129 SF= 1,371 SF 2 DISABIUTIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE 4,041 GSF RETAIL/300 SF = 13 SPACES AREA OF LOT 1 = 1.4836 ACRES or 64,624 SQ Fi FAIR HOUSING AMENDMENTS ACT OF 1988,TIRE 49,CHAPTER 2,COMMONLY KNOWN 30.299 GSF OFFICE/250 SF = 121 SPACES C7.0SCALE:TITS AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL AREA OF HARDSCAPE= 55,969 SQ.FT.or 86.6%of LOT 1 Scale In Feet 138 SPACES REQUIRED EA = LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY AR OF STRUCTURES 14.452 SQ.Fr.or 22.4%of LOT 1AREA OF LANDSCAPE= 8,655 SQ.Fr.or 13.4%of LOT 1 20 0 20 HOUSING. PARKING SPACES PROVIDED AREA OF PUBLIC STREETS=NONE SEE UPDATED JOINT USE PARKING AGREEMENT ARCHj CML ENGINEER PERCENT SITE COVERAGE R 86.6% EEAMmmmmmmi STUDIO H DESIGN INC. C&H ENGINEERING AND SURVEYING,INC. WATER RIGHTS(CASH E CH EU) ESTIMATED TOTAL FLOOR AREA=39,712 SQ.FT. 6 O 6 BICYCLE PARKING SUMMARY 81211 GALLATIN ROAD,SUITE E 1091 STONERIDGE DRIVE WATER RIGHTS WILL BE CHECKED BY THE CITY ENGINEERING OFFICE.IF NOT PAID FOR WITH FLOOR AREA RATIO=61.45% C100 BOZEMAN, MT BOZEMAN,MT 59718 THE UNDERLYING SUBDIVISION,CILWR WILL BE DUE AT TIME OF SITE PLAN APPROVAL Scale er M¢t¢T'8 0.1 1 REQUIRED PARKING(PER BMC G SPA.OSO EQ GROUND MOUNTED MECHANN`.AL EQIIPMENT 0.1 X 138- 13.8 OR 14 BIKE PARKING SPACES REQUIRED LANDSCAPE ARCHITECT NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMBED TO Contour Intervals.- 1 Foot UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL 7 U-RACKS PROPOSED- 14 BIKE PARKING SPACES PROVIDED CASHMAPRI NURSERY PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED /y B20 5OZEMAN, AN, MT 59 RD. SHALL BE APPROVED BY THE CITY OF BOZEMAN. 7r2O12O8 BOZEMAN, MT 59718 WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. o:\eomaw\cuw\amcewrw\cx\zo\xoizaa\ow\sirt w.w sxFns\%oiao�cin-cartn.ow