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HomeMy WebLinkAboutC1.0-SP1 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 IfCENSE� � ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL © EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT O°0 EXISTING SANITARY SEWER CLEANOUT BOW BOTTOM OF WALL EXISTING FIRE HYDRANT R-1 ZONING R-4 ZONING Sheet 1 of 3 EXISTING WATER VALVE PROJECT EXISTING CURB STOP - C m E EXISTING POWER POLE EXISTING LIGHT POLE R-1 ZON 00" m ® PROPOSED STORM SEWER COMBINATION INLET - a zoN11G 2E W O" PROPOSED SANITARY SEWER CLEANOUT � E v " PROPOSED FIRE HYDRANT ' - I� 10 m PROPOSED WATER VALVE H TJ ® PROPOSED CURB STOP ® F �� ® j REMAINDER OF TRACT 2A, C . o .. COS NO. 2202A C ° " a PROPOSED LIGHT POLE _ - - - - - - - - - - - - - - - - - - - - - T �/ 9 I� TRAFFIC FLOW - - - - - I I aOj m t R 8.0'PARKIP E PROPERTY BOUNDARY LINE PLI ZONING R-3 ZONING R G - - J �, _ _ cl7 p SURROUNDING PROPERTY LINE q� „ sErencK 250. 0e01'17' W (R) SETBACK LINE -EASEMENT LINE KIMBERWICKE STREET _ s -X-X-X-EXISTING FENCE 2 VICINITY MAP I 10.0 TIP.) I a � uce EXISTING UNDERGROUND ELECTRIC LINE C1.0 SCALE:1"=1000' ,�^ OIL C PLE EA 25.0'TRAIL c w EXISTING WATER MAIN � c � C NSTRUCTION TRAFFIC ig, 0 y I MAINTENANCE ss EXISTING SANITARY SEWER MAIN 'w I I �I sT EXISTING STORM SEWER ORAGE v CON UCTION DO ER I a EASEMENT PER PLAT PROJECT o' W s"w HASE 1 PROPOSED " WATER MAIN 66 ' _ L <"w 4 PROPOSED 4" FIRE SERVICE ASE 2 �JV IINH I h 2"w PROPOSED 2" WATER SERVICE r 1 a" PROPOSED 4" SANITARY SEWER SERVICE e e o �./ s*s PROPOSED STORM SEWER Lv1_1 LOT 5 o= GJ 1o.o'!unun Q.I jF7F7ffFTT7777)1S" PROPOSED 30.0' ¢ N\ EASEMENT PER PLAT UTILITY EASEMENT 1 PROPOSED CURB AND GUTTER c' -PROPOSED SPILL CURB AND GUTTER LFT �f _T A - - - '�' O 4&73 7• J �PROPOSED PHASE LINE BUILDING A 4-� 6,488 SF FOOTPRINT I•' NBLT 1'W) BENCHMARK Z F.F.ELSH T VARIES a �� \ -z SEE SHEET VARIES CIS TOP OF YPC(C&H CP.50) I P ELEVATION=4705.95 FEET(NGS OPUS SOLUTION) p ¢ m o� `� I O LEGAL DESCRIPTION I LOT 6 r z4.0' LOT 5,BLOCK 14,BARTER MEADOWS SUBDIVISION PHASE 6 CONSTRUCTION ROUTE MAP LOT 20 Y�m w �n - LOCATED IN SE 1/4 OF SECTION 34 T.1 S.,R.5 E.OF P.M.M. -__ fW G BOZEMAN,GALLATIN COUNTY,MONTANA C1A SCALE:1"=1000' SPECIFICATIONS _ _ _ _ _ Qa m )L T o n OPEN SPACE W w N 63,90 Sq. L. RETENTION POND TEMPORARYPROPOSED � PUBLIC ACCESS ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE DRAWING LIST _J� 1.4 3 Acre. / W HEREBY INCORPORATED BY REFERENCE: m 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) C1 O OVERALL PHASE 1 SITE PLAN AND 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING PROJECT INFORMATION LOT 7 �+W 9. ADDENDUMS(2017) X LOT 21 OWNER C2.0 PHASE 1 SITE GRADING & UTILITY PLAN DALLAS FINANCIAL, LLC C3.0 DETAILS J / ��'Wry///^`��� PO BOX 1200 -� 2 // C /� BOZEMAN,MT 59719 GENERAL NOTES [sir( DEVELOPMENT ADDRESS 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE LOT S 25.0 KI � 2472 GALLATIN GREEN BLVD,BOZEMAN,MT 59718 WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN LOT 22 C - _ /1 z QI ENGINEERING DEPARTMENT. / If�ll O SITE DATA 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT To THE ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT EXISTING ZONING: B-2 COMMUNITY BUSINESS DISTRICT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT - - PROPOSED USE: MIXED USE THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. BUILDING B / O AREA OF LOT 5= 1.4484 ACRES or 63,091 SQ FT 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING 4,458 SF FOOTPRINT AREA OF F.F.ELEV.=4703.55 HARDSCAPE- 30.302 SQ.FT.or 48.0%of LOT 7 OF CONSTRUCTION. O � C AREA OF STRUCTURES- 10,946 SQ.FT.or 17.3%of LOT 7 AREA OF OPEN SPACE= 5,882 SO.FT.or 9.3%of LOT 7 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO LOT 23 LOT 9 = y,o y / AREA OF PUBLIC STREETS=NONE BEGINNING CONSTRUCTION. O / ESTIMATED TOTAL FLOOR AREA=28.081 SO.FT. I Sy 7.' RONT t, / FLOOR AREA RATIO=44.5% 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. SET NET DWEWNG UNIT DENSITY= 15 UNITS/1.4484 ACRES= 10.356 DWELLINGS/ACRE - - _ _ / DWELLINGS CONSIST OF:(14)TWO BEDROOM UNITS&(1)ONE BEDROOM UNITS 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE r r \Q GEOTECHNICAL REPORT. T 155M 27051.17-(R) Q- Cq � l� vl LrVI WATER RIGHTS(CASH-IN-LIEU1 WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA PUBLIC PARK sr REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS C PUBLIC PARK D EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 1 PRIOR:A INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PIN '9 S �J PUBLIC PARK F 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL tS S 74 N rr1�' LT 1 SHALL BE APPROVED BY THE CITY OF BOZEMAN. SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF - - � - - / / V RY l O APPLICATION FOR SERVICE. GROUND MOUNTED MECHANICAL EQUIPMENT s/O O 1y NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO /v I Q Q UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL GENERAL NOTES - SITE GRADING & DRAINAGE PLAN ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED LOT 24 Q A y WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR I LOT 1 0 I FENCE ENCROACHMENT IN I �Q' U ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE TOP BACK OF CURB ELEVATION. 66 SETBACK(TYP.OF 3) I / Q• Q DISCRIMINATION LAWS FARM 24.301.9021 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON I } THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL LANDSCAPE ISLANDS IS LEVEL CURB. - - - - LOT 6 / KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR �Q- COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL 3. GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP OF FOUNDATION WALL IN LANDSCAPED AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE AREAS. LOT 25 LOT 11 FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN AS THE NON TANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY ELEVATIONS. Seale In Feet HOUSING. OVERALL PHASE 1 SITE PLAN 30 0 30 1 9AMPOSED, SEWER CAPACITY CONSTRUCTION MANAGEMENT THE PRO PROJECT WILL EXCEED THE SANITARY SEWER CAPACITY ALLOCATED C1.0 SCALE: 1"=11Y 9 0 9 FOR THE SUBJECT PROPERTY.PHASE 2 OF THE PROJECT WILL NOT BE APPROVED UNTIL DOWNSTREAM CAPACITY IS AVAILABLE. 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN Scale In Meters ON SHEET C1.0. Contour lnterual¢: 1 Foot CONTRACTOR LANDSCAPELANDSCAPE ARCHITECT 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL MCGOUGH CONSTRUCTION RED BARN MONTANA WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) PO BOX 12009 3084 THORPE ROAD 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED AT THE BOZEMAN,MT 59719 BELGRADE,MT 59714 START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) ARCHITECT `�`ENGINEER ENSITIO DESIGN C&H ENGINEERING AND SURVEYING, INC. Issue Date: 04/03/2019 627 EAST PEACH STREET 1091 STONERIDGE DRIVE BOZEMAN,MT 59715 BOZEMAN,MT 59718 PARKLAND DEDICATION CALCULATIONS PER SECTION 38.420.020.A 1 ciso .44 ACRE LOT X 12 DWELLING UNITS/ACRE E 17 DWELLING UNITS 17 DWELLING UNITS=DEDICATED AMOUNT PER BARTER MEADOWS SUBDIVISION,PHASE 6[PLAT J-144] #171281