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HomeMy WebLinkAbout001 C1.0 Civil Cover Sheet LEGEND x(1oo.00 EXISTING SPOT ELEVATION LP LOW-POINTML1VTq,F� x(1ao.00) PROPOSED SPOT ELEVATION FL FLOWLINE11 © EXISTING UG POWER BOX TBC TOP BACK OF CURB CT) EXISTING TELEPHONE BOX SW SIDEWALK I I I CHANDLER MARK A. o o r- FF FINISH FLOOR I O No. 951 ES ❑U EXISTING UTILITY BOX LS LANDSCAPE tV lb 0 0 ® CEW EXISTING SANITARY SEWER MANHOLE TOP EDGE W OF WALL EXISTING STORM SEWER MANHOLE OF PAVEMENT I I `_1`�� P1j0\`pt� BOW BOTTOM OF WALL V / °- EXISTING SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT // Sheet i Of b ca EXISTING WATER VALVE I S VISION TRIANGLE(TYP.) / EXISTING CURB STOP - - - - - - CC) E EXISTING POWER POLE MASTER DRAWING LIST ``GJ0 // 3 m m EXISTING LIGHT POLE CIVIL PLANS I a�.�/ - - - - - - - - - - - - - - - - - - - - - �/ C A Qw EXISTING WATER WELL C1.0 CIVIL COVER SHEET E t ® PROPOSED SANITARY SEWER MANHOLE © PROPOSED STORM SEWER MANHOLE C2.0 CIVIL SITE PLAN - // m ® PROPOSED STORM SEWER INLET C3.0 UTILITY PLAN I I / D z o O`O PROPOSED SANITARY SEWER CLEANOUT C4.0 SITE GRADING AND DRAINAGE PLAN _ _ I " w w amH- - - - w VAL w -w PROPOSED FIRE HYDRANT C5.0 CIVIL DETAILS Fi HYDRANT TOP NUT 9w � (STOREFRONT gL0 K FRONTAGE) ELEv.a,835.73 ca PROPOSED WATER VALVE ARCHITECTURAL PLANS a) ® PROPOSED CURB STOP I �� 3 ss ss ss ss ss ss ss C m PROPOSED LIGHT POLE AO.00 COVER SHEET i ss- o a ® PROPOSED WATER WELL A0.01 GENERAL INFORMATION CONNECT TO EXISTING UTILITIES W 32.0' :b: G TRAFFIC FLOW A0.02 3D VIEWS [EXISTING SIDEWALK U PROPERTY BOUNDARY LINE AO.03 3D VIEWS - - - 19.9 .� EXISTING SIDEWALK 1. SURROUNDING PROPERTY LINE AO.04 AREA PLANS PROPOSED TRUCK a SETBACK LINE LOADING/UNLOADING ZONE �, �, _ PROPOSED RAISED SIDEWALK AO05 . OCCUPANY CLASS & FRR - - EASEMENT LINE AO.06 OCCUPANT LOAD -- -x-x-x EXISTING FENCE - A2.01 FLOOR PLAN - MAIN LEVEL no'UTILITY GHE EXISTING OVERHEAD ELECTRIC LINE /i 24'SIDEWALK PROPOSED / EASEMENT SANITARY SEWER / uce EXISTING UNDERGROUND ELECTRIC LINE A2.02 FLOOR PLAN - 2ND LEVEL & ELEVATOR PLAN 7.4' 'PER PLAT CONNECTION TO TO x 2"DOMESTIC WATER CONNECTION --- E ABANDONED 4"EXISTING SEWER - EXISTING GAS LINE A2.03 ROOF PLAN SERVICE. a - EXISTING UNDERGROUND PHONE LINE A3.01 EXTERIOR ELEVATIONS 1 II ^y,A. 90 w EXISTING WATER MAIN /I 85.3' " 4"FIRE SERVICE i' rn A3.02 TRANSPARENCY/SIGNAGE/WEATHER PROTECTION ss EXISTING SANITARY SEWER MAIN A3.03 EXTERIOR MATERIAL BOARD ,° jK EXISTING STORM SEWER I � _____________aRQeasEQ2=�LQaz______________[ ;�-_� '- jK � e"w PROPOSED 8" WATER MAIN A4.01 BUILDING SECTIONS OFFICE/RETAIL -"- - BUILDING-41,915 SF <amy e•ss PROPOSED 8" SANITARY SEWER MAIN T0.01 TRASH ENCLOSURE - ARCHITECTURAL LOT 1 1ST FLOOR 10'UTILITY �^ sr PROPOSED STORM SEWER N = �' 64,624 Sq. Ft. FOOTPRINT-21,305 SF LIGHTING EASEMENT 3 PER PLAT O uce PROPOSED UNDERGROUND ELECTRIC LINE E1 LIGHTING PHOTOMETRICS " U cns PROPOSED GAS LINE E2 LIGHTING PHOTOMETRICS 1 '0 " ■ " 6 ucr PROPOSED UNDERGROUND PHONE LINE I 26'SIDEWALK PROPOSED SWALE/RETENTION POND CONTOUR E3 LIGHTING 3D VIEW AND VERTICAL FACE - - - � PROPOSED CURB AND GUTTER LANDSCAPE / L-1 PLANTING PLAN a .�� TREE GRATE OYP.-3) 3 / SHARED PARKING, DRAINAGE & ACCESS EASEMENT 1-1 IRRIGATION PLAN c'0 1" _-' 1-2 IRRIGATION DETAILS o n w� L_ _ -- - _ / EXISTING UTILITY EASEMENT TO BE ABANDONED :°0 5.0 ° _ -s.0' s s : J f 1a.r p F R254. 54.0. .° -.. -_ ,• "° 63.0'' 1 _ BENCHMARK o s TOP NUT OF HYDRANT(K2268) N 18.0 9.0' ELEVATION=4835.73 FEET(NAVD 88) GENERAL NOTES i LEGAL DESCRIPTION 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS ucE - AND SPECIFICATIONS SHALL BE MADE WITHOUT THE ucr a cns ucE ucE a uu GT GT UGT GE GE __ LOT 1,BLOCK 2 FERGUSON FARM SUBDIVISION, " cns cas ucr u�� PROPOSED 10.0 ucr u uGE,� UU. cE Uj PRIOR WRITTEN APPROVAL RI THE ENGINEER AND THE �� c� UTILITY EASEMENT-Gns U GT ucr w SEC. TI T.2 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN, CITY OF BOZEMAN ENGINEERING DEPARTMENT. �� / - _ - - �Gns p GALLATIN COUNTY,MONTANA T 5A, ��� PROPOSED MODIFICATION �� _ _ -� �� TO EXISTING CURB LINE � 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE MIN. UB�. 340A �� / I PA ADA VAN ACCESSIBLE -�- - / 3 ZO CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE \\�.i L PARKING SPOT / a IY O SPECIFICATIONS CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION FIRST SECURITY BANK � N r- - - - - _ _ JJ _ _ _ _ - N � � 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 BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF 1. 201 G) A PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. j ■i -- Q J f7r-I' 2010 � �ITTI11II7 -- o] 2. CITY)OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL V O ADDENDUMS(2017) BURIED UTIUTIES PRIOR TO THE BEGINNING OF VVVV LLLIII p r� OWNER CONSTRUCTION. v Q v 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE / \ K �` O BILL&TIDDS EXCELLENT LLC NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING - \ I m O 1019 E. MAIN STREET CONSTRUCTION. 30'UTILITY r v V W BOZEMAN, MT 59715 / / EASEMENT 5. TRENCH BACKFlLL SHALL BE TYPE A FOR ALL AREAS TO �/ PER PLAT w DEVELOPMENT ADDRESS BE PAVED. / v 6. SITE WORK TO BE PERFORMED ACCORDING TO THE 735 BOARDWALK AVENUE PROPOSED TRASH ENCLOSURE. RECOMMENDATIONS OUTLINED IN THE"GEOTECHNICAL / \ BOZEMAN, MT 59718 INVESTIGATION REPORT"PREPARED BY C&H SEE ARCHITECTURAL / I \ ENGINEERING,DATED DECEMBER 2021. %\ 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR _ ~ ENSURING THAT THE PROJECT MEETS ALL OSHA 316.53 271'25'56" (R) - \ REQUIREMENTS AND THAT THE SITE MEETS ALL I [NBF34'04"W] APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES EXISTING RETENTION POND TO REMAIN. AND ANY SITE INSPECTION WORK PERFORMED BY THE I /ENGINEER. DO NOT DISTURB DURING CONSTRUCTION a U8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE / FIELD STREET LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOT 3LOCATIO / i TO BE COORDINATED NTH PROVIDER ATRTHE TIME OF APPLICATION FORE SERVICE. OT 2 VALLEY COMMONS DR. CONSTRUCTION MANAGEMENT � a 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE a (i / / //I DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN ON a VICINITY MAP 2/C1.0. < 0 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT PROJECT LOCATION THE START OF THE PROJECT.THE TOPSOIL WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS / COMPLETE.(APPROX.1 YEAR) (n HUFFINE LANE 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED AT THE START OF THE ' PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX. CONSTRUCTION 10 WEEKS) 1 OVERALL SITE VEHICLE PARKING SUMMARY RDUTE SITE DATA PARKING CALCULATIONS(PER BMC 38.540.050-3) ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER STATE C1.0 SCALE:1"=20' 1 SPACES PER 250 SQ OFFICE DISCRININATION LAWS(ARM 24.301.9021 EXISTING ZONING:B-2 COMMERCIAL 1 SPACE PER 300 SQ RETAIL THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL PROPOSED USE: RETAIL/OFFICE N 1 SPACE PER 1000 SF WAREHOUSE Issue Date:1211612021 KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR BLOCK FRONTAGE:STOREFRONT COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL 3000 GSF WAREHOUSE X 0.85-2,550 SF/1000 SF=2 SPACES 2 VICINITY MAP AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE AREA OF LOT 1 = 1.4836 ACRES or 64,624 SQ FT 17,958 GSF RETAIL X 0.85= 15,2614 S1/300 SF=50 SPACES FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN AREA OF HARDSCAPE= 58,385 SO.FT.or 90.3%of LOT 1 27.957 GSF OFFICE X 0.85= 17.813 SF/250 SF=71 SPACES C1.0 AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL AREA OF STRUCTURES= 21,305 SQ. FT.o 9 %of of LOT 1 Scale In Feet 123 SPACES REQUIRED SCALE:NTS AREA OF LANDSCAPE= 6,239 S0.FT.or 9.7X of LOT 1 LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY AREA OF PUBLIC STREETS= NONE 20 0 20 HOUSING. PARKING SPACES PROVIDED PERCENT SITE COVERAGE R 90.3% SEE UPDATED JOINT USE PARKING AGREEMENT ST DID HI CIVIL ENGINEER ESTIMATED TOTAL FLOOR AREA=41,915 SQ.FT. STUDIO H DESIGN INC. C&H ENGINEERING AND SURVEYING,INC. WATER RIGHTS(CASH-IN-UEU1 FLOOR AREA RATIO=64.9% 6 O 6 C100RICVCI-E 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 BOZEMAN,MT BOZEMAN,MT 59718 THE UNDERLYING SUBDIVISION,CILWR WILL BE DUE AT TIME OF SITE PLAN APPROVAL. Scale In Meters 10%OF REQUIRED PARKING(PER BMC 38.540.050.A.4) GROUND ND MOU ED MECHANICAL EQUIPNENT 0.1 % 123= 12.3 OR 13 BIKE PARKING SPACES REQUIRED NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO Contour Intervals: 1 Foot LANDSCAPE NURSARCHERY UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL 9 U-RACKS PROPOSED= 18 BIKE PARKING SPACES PROVIDED 2 55CASHMAPRI NURSERY PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED BOZEMAN, AN,MT RD. SHALL BE APPROVED BY THE CITY OF BOZEMAN. WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. #ZO1 ZOH BOZEMAN,MT 59718 c:\cax\zoVoizae\cn\snE nw sHrns\piwacin-­