Loading...
HomeMy WebLinkAboutC1.0-MSP OVERALL MASTER SITE PLAN & INFO - 04 03 2019 LEGEND x EXISTING SPOT ELEVATION LP LOW-POINT ,OFM�TANgt} x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE © EXISTING UG POWER BOX TBC TOP BACK OF CURB CT) TELEPHONE BOX SW SIDEWALK MARK A. P FF FINISH FLOOR CHANDLER �•, ❑U EXISTING UTILITY BOX No. 9518ES LS LANDSCAPE y �ICENSE� � ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL � �P' © EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT O°0 EXISTING SANITARY SEWER CLEANOUT BOW BOTTOM OF WALL EXISTING FIRE HYDRANT �1 + R-1 ZONING R-4 ZONING Sheet 1 0 3 EXISTING WATER VALVE I I PROJECT EXISTING CURB STOP �' _ _ L) E EXISTING POWER POLE 777 EXISTING LIGHT POLE R-1 Z,, c m 92 PROPOSED STORM SEWER COMBINATION INLET - B ZONNG P PROPOSED SANITARY SEWER CLEANOUT �_ ;� co j d PROPOSED FIRE HYDRANT PROPOSED WATER VALVE F �� I® REMAINDER OF TRACT 2A, .; i ® PROPOSED CURB STOP COS NO. 2202A 10 ° " x xVVV PROPOSED LIGHT POLE _ - - - - - - - - - - - - - _ _ - _ T �/ 9 IC > TRAFFIC FLOW - - - - - I I a) m t IR C a PROPERTY BOUNDARY LINE PLI ZONING R-3 ZONING ,o R G STIR - -2UBLI,�_�.� 10'EASEIAENT PER[J-466]C P KI G SETBACK 260. OB01"17•(R) ING SETBACK SURROUNDING PROPERTY LINE - SETBACK LINE -EASEMENT LINE KIMBERWICKE STREET °G`s:0 -x-x-x-EXISTING FENCE 2 VICINITY MAP � �0 I s uce EXISTING UNDERGROUND ELECTRIC LINE C1.0 SCALE:1"=1000' <° OILsp PLE EA w EXISTING WATER MAIN ;+ I CNSTRUCTION TRAFFIC sss I I 25NT ENAN TRAIL fTl MANTCE p IPER ss EXISTING SANITARY SEWER MAIN 2 ,0' EASEMENT sT EXISTING STORM SEWER PROJECT TO RA 24. " BUILDING ID a"w PROPOSED 8" WATER MAIN 66 <"w PROPOSED 4" FIRE SERVICE HASE 1 3,212 SF SEE SHEEP ROIE o,�"Li I r 1 3 y m F.F.ELEV. =C2.0VARIES I o I L O 2"w PROPOSED 2" WATER SERVICE P SE 2 i ILTj 0 a" PROPOSED 4" SANITARY SEWER SERVICE � LOT 5 2 OI IST ON DUMPSER_ � 'I ' �I 0.0"UTUT s*s PROPOSED STORM SEWER `� E t)m a S t EASEMENT PER PLAT PROPOSED CATCH CURB AND GUTTER .., ,-, zw -J �1T■PROPOSED SPILL CURB AND GUTTER ® 4 � ® PROPOSED 30.0' �� I48 ® r s PROPOSED PHASE LINE ®L ® - - UTILITY EASEMENT -- ��? " 71- r�µT0 BENCHMARK _ _ Z 6,48E SF BUI (FOOTPRINT v 1 TOP OF YPC(C&H CP.50) \ -� SEE SHEET C2.0 0 ELEVATION=4705.95 FEET(NGS OPUS SOLUTION) - u I m - 24.0' LEGAL DESCRIPTION CO o in LOT 5,BLOCK 14,BAXTER MEADOWS SUBDIVISION PHASE 6 I LOT 6 7r-] LOCATED IN SE 1 4 OF SECTION 34 T.1 S.,R.5 E.OF P.M.M. 0) 24.0' BOZEMAN,GALLATIN COUNTY,MONTANA LOT 20 m n _- w - BUILDING C Y� - SPECIFICATIONS CONSTRUCTION ROUTE MAP ) 3 F.F. SF FOOTPRINT _ -�- 0 �- F.F.ELEV. =YY 4703.37 I ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE C1.0 SCALE:1"=1000 p= ,)L - 1 n III I J HEREBY INCORPORATED BY REFERENCE: - - - - OQ(L OPEN SP C 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) DRAWING LIST JW w a s4 90 sq. L a n (PUBLIC AC E S) 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING C1.0 LOT 7 o AITY 0 MS(2017) OVERALL MASTER SITE PLAN AND U [T] OWNER PROJECT INFORMATION 9. I III I DALLAS FINANCIAL, LLC C2.0 MASTER SITE GRADING & UTILITY PLAN LOT 21 X CON RUCTION MP ER a PO BOX 1200 25.0'PARKING BOZEMAN, MT 59719 C3.0 DETAILS �-� SETBACK DEVELOPMENT ADDRESS GENERAL NOTES I BUILowc FIR E sACKJ III / COO p-( 2472 GALLATIN GREEN BLVD,BOZEMAN,MT 59718 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE e" it \ 1\ WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN LOT 22 LOT 8 -'�-/ / SITE DATA ENGINEERING DEPARTMENT. z EXISTING ZONING: B-2 COMMUNITY BUSINESS DISTRICT 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND / / O PROPOSED USE: MIXED USE THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT _ Nt AREA OF LOT 5= 1.4484 ACRES or 63.091 SQ Fr AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT _ - -- SNOW / ^� AREA OF HARDSCAPE= 50,709 SQ.FT.or 80.4%of LOT 7 THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. ORAGE u SNOWD AREA OF STRUCTURES= 20.385 SQ.FT.or 32.3%of LOT 7 BUILDING B STORAGE / O AREA OF OPEN SPACE= 5,882 SQ.FT.or 9.3%of LOT 7 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING 4,458 SF FOOTPRINT AREA OF PUBLIC STREETS=NONE OF CONSTRUCTION. G F.F.ELEV_. =4703.55 ESTIMATED TOTAL FLOOR AREA=55,117 SQ.FT. h FLOOR AREA RATIO=87.4R 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIflED AT LEAST 24 HOURS PRIOR TO LOT 23 LOT 9 NET DWELLING UNIT DENSITY=31 UNITS/1.4484 ACRES=21.402 DWELLINGS/ACRE BEGINNING CONSTRUCTION. O2 DWELLINGS CONSIST OF:(26)TWO BEDROOM UNITS&(5)ONE BEDROOM UNITS 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. WATER RIGHTS TCASH-IN-UEUT 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE - - - 2 WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. GEOTECHNICAL REPORT. sr 158.35 27051Y7•(R) / Qr 5qF 0 Vl NSTRUCTION 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS PUBLIC PARK PRIOR To INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN PUBLIC PARK D SHALL BE APPROVED BY THE CITY OF BOZEMAN. EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. CJ0 v , GROUND MOUNTED MECHANICAL EQUIPMENT 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL '951 S SI� PUBLIC PARK F / v � N w NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF - / V cl -6 SHALL APPLICATION FOR ENICRO CHAIINTOXTHE REQU RED YARDGSETBACKSS ANDFWILLEBE PROPERTYSCREENED GENERAL NOTES cE SITE GRADING EL DRAINAGE PLAN 6-SON / Q� O�ryV � Off, WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. C' 4N E E CROACHMENT IN CjACKNOWLEDGENIENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE IF�II 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR LOT 24 I I SrCK I(TP.OF 3) / Q DI9QRIMINATIDN LAWS TARN 24.301.9021 LOT 10 THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL TOP BACK OF CURB ELEVATION. KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR 2• ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON 66 / LLANCE WITH,NOR IS CANS WITH DISABILITIES ACTNOF HE B 1990,T FORCEMENT OF THE FEDERALREHABILITATION ACT OF 1973,THE I / CO LANDSCAPE ISLANDS IS LEVEL CURB. LOT 6 AMMEFAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN 3. GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP OF FOUNDATION WALL IN LANDSCAPED AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL AREAS LOT 2S LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY LOT 11 HOUSING. 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR SANITARY sEweR CAPA(:T' ELEVATIONS. Scale In Feet THE PROPOSED PROJECT WILL EXCEED THE SANITARY SEWER CAPACITY ALLOCATED OVERALL MASTER SITE PLAN 30 0 30 FOR THE SUBJECT PROPERTY.PHASE 2 OF THE PROJECT WILL NOT BE APPROVED 1 UNTIL DOWNSTREAM CAPACITY IS AVAILABLE. CONSTRUCTION MANAGEMENT C1.0 SCALE: 1"=30' 9 0 9 CONTRACTOR LANDSCAPE ARCHITECT 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN Scale In Meters MCGOUGH CONSTRUCTION RED BARN MONTANA ON SHEET C1.0. PO BOX 12009 3084 THORPE ROAD 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL Contour lnter mlw 1 Foot BOZEMAN,MT 59719 BELGRADE,MT 59714 WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) ARCHITECT CIVIL ENGINEER 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATION EXCAVATION WILL BE STOCKPILED AT THE ENSITIO DESIGN C&H ENGINEERING AND SURVEYING, INC. START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) 627 EAST PEACH STREET 1091 STONERIDGE DRIVE BOZEMAN,MT 59715 BOZEMAN,MT 59718 PARKLAND DEDICATION Issue Date: 0410312019 CALCULATIONS PER SECTION 38.420.020.A 1.44 ACRE LOT X 12 DWELLING UNITS/ACRE=17 DWELLING UNITS 17 DWELLING UNITS=DEDICATED AMOUNT PER BAXTER MEADOWS SUBDIVISION,PHASE 6[PLAT J-144] ciso #17128,