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HomeMy WebLinkAboutHAVEN INFRASTRUCTURE AS-BUILTSVICINITY MAP SITE 106 East Babcock, Suite L1 Bozeman, Montana 59715 406.522.9876 sandersonstewart.com NORTH PROJECT NO: HAVEN BOZEMAN, MT 59715 615 SOUTH 16TH AVENUE BOZEMAN, MT PREPARED FOR: HAVEN INFRASTRUCTURE PLANS SECTION 11, T 2S, R 5E LOT 3A, VAN HORN SUBDIVISION 20069 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Sheet List Table Sheet Number Sheet Title INFRASTRUCTURE COVER COVER SHEET INF1.0 OVERALL SITE PLAN INF1.1 EASEMENTS EXHIBIT INF2.0 HAVEN SEWER IMPROVEMENTS STA 0+00 TO 3+38 PLAN & PROFILE INF3.0 HAVEN WATER IMPROVEMENTS STA 0+00 TO 4+65 PLAN & PROFILE INF4.0 CUL-DE-SAC SITE PLAN INF5.0 CUL-DE-SAC GRADING PLAN INF6.0 DETAILS INF6.1 DETAILS INF6.2 DETAILS SILD1.0A SITE LIGHTING PLAN - AREA A SILD5.2 EXTERIOR LUMINAIRE SCHEDULE & DETAILS SILD6.3 EXTERIOR LUMINAIRE CUTSHEETS NORTHFILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION LOT 3A, VAN HORN SUBDIVISION OVERALL SITE PLAN HAVEN INFRASTRUCTURE PLANS SECTION 11, T 2S, R 5E BOZEMAN, MTINF1.0---- 20069_OVERALL SITE PLAN_PROD.DWG JAZ 05/07/2021 1ST CITY SUBMITTAL 06/30/2021 07/23/2021 08/05/2021 08/26/2021 10/14/2021 12/16/22 2ND CITY SUBMITTAL 3RD CITY SUBMITTAL 4TH CITY SUBMITTAL 5TH CITY SUBMITTAL WATER TIE-IN UPDATES AS-BUILTS -- 20069020SCALE: 1" = 20'401020NOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOREXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6THEDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLECHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF ORENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THESPECIFIC TYPE OF WORK BEING PERFORMED.-BOZEMAN POND CREEK RUNS ALONG THE WEST SIDE OF THE PROPERTY. IT IS SHOWN ALONG WITH A 50-FOOT STREAMSETBACK. NO OTHER DRAINAGE WAYS, PONDS, STREAMS, IRRIGATIONS DITCHES, WATERCOURSES, WATER BODIES, WETLANDS,FLOOD PLAINS, ETC. ARE ASSOCIATED WITH THIS SITE.-THERE ARE NO HISTORICAL, CULTURAL OR ARCHAEOLOGICAL STRUCTURES, DISTRICTS, OR SITES ASSOCIATED WITH THIS SITE.-THERE ARE NO SIGNIFICANT ROCK OUTCROPPINGS, SLOPES OF GREATER THAN 15-FEET OR OTHER SIGNIFICANT TOPOGRAPHICFEATURES ASSOCIATED WITH THIS SITE.SHEET C2.0 (SEWER STA 0+00 TO 3+38)SHEET C3.0 (WATER STA 0+00 TO 4+65)SHEET C4.0 (CUL-DE-SAC SITE PLAN)SHEET C5.0 (CUL-DE-SAC GRADING PLAN) NORTHFILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION LOT 3A, VAN HORN SUBDIVISION EASEMENTS EXHIBIT HAVEN INFRASTRUCTURE PLANS SECTION 11, T 2S, R 5E BOZEMAN, MTINF1.1---- 20069_INFRASTRUCTURE_EASEMENTS_PROD.DWG JAZ 05/07/2021 1ST CITY SUBMITTAL 06/30/2021 07/23/2021 08/05/2021 08/26/2021 10/14/2021 12/16/22 2ND CITY SUBMITTAL 3RD CITY SUBMITTAL 4TH CITY SUBMITTAL 5TH CITY SUBMITTAL WATER TIE-IN UPDATES AS-BUILTS -- 20069030SCALE: 1" = 30'601530EXISTING SANITARY SEWERPOWER POLEWATER VALVEFIRE HYDRANTLEGENDEXISTING OVERHEAD POWER LINESANITARY SEWER MANHOLEEXISTING WATERPROPERTY LINEPROPOSED WATERPROPOSED SANITARY SEWERPROPOSED POWERPROPOSED GASEX. 50-FOOT STREAM SETBACKNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOREXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6THEDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLECHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF ORENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THESPECIFIC TYPE OF WORK BEING PERFORMED.-BOZEMAN POND CREEK RUNS ALONG THE WEST SIDE OF THE PROPERTY. IT IS SHOWN ALONG WITH A 50-FOOT STREAMSETBACK. NO OTHER DRAINAGE WAYS, PONDS, STREAMS, IRRIGATIONS DITCHES, WATERCOURSES, WATER BODIES, WETLANDS,FLOOD PLAINS, ETC. ARE ASSOCIATED WITH THIS SITE.-THERE ARE NO HISTORICAL, CULTURAL OR ARCHAEOLOGICAL STRUCTURES, DISTRICTS, OR SITES ASSOCIATED WITH THIS SITE.-THERE ARE NO SIGNIFICANT ROCK OUTCROPPINGS, SLOPES OF GREATER THAN 15-FEET OR OTHER SIGNIFICANT TOPOGRAPHICFEATURES ASSOCIATED WITH THIS SITE.EX. SETBACKSPROPOSED PUBLIC ACCESS EASEMENTPROPOSED 10-FOOT PUBLIC UTILITY EASEMENTPROPOSED 30-FOOT PUBLIC WATER & SEWER EASEMENTPROPOSED PRIVATE UTILITY EASEMENTEXISTING TEMPORARY STREET EASEMENT TO BE RELEASEDEXISTING 10-FOOT PUBLIC UTILITY EASEMENTPROPOSED DRAINAGE EASEMENTPROPOSED PUBLIC STREET AND UTILITY EASEMENT NORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONLOT 3A, VAN HORN SUBDIVISIONHAVEN SEWER IMPROVEMENTS STA 0+00 TO 3+38 PLAN &PROFILEHAVEN INFRASTRUCTURE PLANSSECTION 11, T 2S, R 5EBOZEMAN, MTINF2.0 ----20069_ALIGN_PROF_SEWER_PROD.DWGJAZ05/07/20211ST CITY SUBMITTAL06/30/202107/23/202108/05/202108/26/202110/14/202112/16/222ND CITY SUBMITTAL3RD CITY SUBMITTAL4TH CITY SUBMITTAL5TH CITY SUBMITTALWATER TIE-IN UPDATESAS-BUILTS--20069VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONLOT 3A, VAN HORN SUBDIVISIONHAVEN WATER IMPROVEMENTS STA 0+00 TO 4+65 PLAN &PROFILEHAVEN INFRASTRUCTURE PLANSSECTION 11, T 2S, R 5EBOZEMAN, MTINF3.0 ----20069_ALIGN_PROF_WATER_PROD.DWGJAZ05/07/20211ST CITY SUBMITTAL06/30/202107/23/202108/05/202108/26/202110/14/202112/16/222ND CITY SUBMITTAL3RD CITY SUBMITTAL4TH CITY SUBMITTAL5TH CITY SUBMITTALWATER TIE-IN UPDATESAS-BUILTS--20069VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NORTHFILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION LOT 3A, VAN HORN SUBDIVISION CUL-DE-SAC SITE PLAN HAVEN INFRASTRUCTURE PLANS SECTION 11, T 2S, R 5E BOZEMAN, MTINF4.0---- 20069_OFFSITE CUL-DE-SAC SITE PLAN_PROD.DWG JAZ 05/07/2021 1ST CITY SUBMITTAL 06/30/2021 07/23/2021 08/05/2021 08/26/2021 10/14/2021 12/16/22 2ND CITY SUBMITTAL 3RD CITY SUBMITTAL 4TH CITY SUBMITTAL 5TH CITY SUBMITTAL WATER TIE-IN UPDATES AS-BUILTS -- 20069010SCALE: 1" = 10'20510SIGNEXISTING SANITARY SEWERPOWER POLEWATER VALVEFIRE HYDRANTFOUND CORNER MONUMENT AS NOTEDLEGENDEXISTING OVERHEAD POWER LINETYPICALSANITARY SEWER MANHOLETELEPHONE PEDESTALEXISTING WATEREXISTING CONTOURSPROPERTY LINEPROPOSED WATERPROPOSED SANITARY SEWERPROPOSED POWERPROPOSED GASEX. 50-FOOT STREAM SETBACKPROPOSED PARKING STALL COUNT #'sPROPOSED ASPHALT PAVING HATCHPROPOSED CONCRETE HATCHPROPOSED DRIVABLE CONCRETE HATCHNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOREXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6THEDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLECHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF ORENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THESPECIFIC TYPE OF WORK BEING PERFORMED.-BOZEMAN POND CREEK RUNS ALONG THE WEST SIDE OF THE PROPERTY. IT IS SHOWN ALONG WITH A 50-FOOT STREAMSETBACK. NO OTHER DRAINAGE WAYS, PONDS, STREAMS, IRRIGATIONS DITCHES, WATERCOURSES, WATER BODIES, WETLANDS,FLOOD PLAINS, ETC. ARE ASSOCIATED WITH THIS SITE.-THERE ARE NO HISTORICAL, CULTURAL OR ARCHAEOLOGICAL STRUCTURES, DISTRICTS, OR SITES ASSOCIATED WITH THIS SITE.-THERE ARE NO SIGNIFICANT ROCK OUTCROPPINGS, SLOPES OF GREATER THAN 15-FEET OR OTHER SIGNIFICANT TOPOGRAPHICFEATURES ASSOCIATED WITH THIS SITE.PROPOSED STORM DRAINEXISTING CITY LIMITS SIGNEXISTING SANITARY SEWERPOWER POLEWATER VALVEFIRE HYDRANTLEGENDEXISTING OVERHEAD POWER LINETYPICALSANITARY SEWER MANHOLEEXISTING WATEREXISTING CONTOURSPROPERTY LINEPROPOSED WATERPROPOSED SANITARY SEWERPROPOSED POWERPROPOSED GASEX. 50-FOOT STREAM SETBACKPROPOSED ASPHALT PAVING HATCHPROPOSED 4" THICK CONCRETE FLATWORKR-3 ZONING MINIMUM SETBACKSPROPOSED 6" THICK CONCRETEPROPOSED STORM DRAINGRADING BOUNDARYSPILL CURBCATCH CURBTC = FINISHED GRADE AT TOP BACK OF CURBFG = FINISHED GRADE AT GROUNDEW = FINISHED GRADE AT EDGE OF WALKLEGEND:STANDARD CATCH CURBSTANDARD SPILL CURBTRANSITION FROM CATCHTAPER CURB HEAD 3'TO SPILL CURBTOP OF CURB - 0.53' = LIPTOP OF CURB - 0.45' = FLOWLINESTANDARD SPILL CURBTOP OF CURB - 0.38' = LIPTOP OF CURB - 0.45' = FLOWLINESTANDARD CATCH CURB NORTHFILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION LOT 3A, VAN HORN SUBDIVISION CUL-DE-SAC GRADING PLAN HAVEN INFRASTRUCTURE PLANS SECTION 11, T 2S, R 5E BOZEMAN, MTINF5.0---- 20069_OFFSITE CUL-DE-SAC GRADING PLAN_PROD.DWG JAZ 05/07/2021 1ST CITY SUBMITTAL 06/30/2021 07/23/2021 08/05/2021 08/26/2021 10/14/2021 12/16/22 2ND CITY SUBMITTAL 3RD CITY SUBMITTAL 4TH CITY SUBMITTAL 5TH CITY SUBMITTAL WATER TIE-IN UPDATES AS-BUILTS -- 20069010SCALE: 1" = 10'20510NOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN AREINDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAWREQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOREXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLICWORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OFBOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALLBE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSEDIN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF ORENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKINGTECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.-BOZEMAN POND CREEK RUNS ALONG THE WEST SIDE OF THE PROPERTY. IT ISSHOWN ALONG WITH A 50-FOOT STREAM SETBACK. NO OTHER DRAINAGE WAYS,PONDS, STREAMS, IRRIGATIONS DITCHES, WATERCOURSES, WATER BODIES,WETLANDS, FLOOD PLAINS, ETC. ARE ASSOCIATED WITH THIS SITE.-THERE ARE NO HISTORICAL, CULTURAL OR ARCHAEOLOGICAL STRUCTURES,DISTRICTS, OR SITES ASSOCIATED WITH THIS SITE.-THERE ARE NO SIGNIFICANT ROCK OUTCROPPINGS, SLOPES OF GREATER THAN15-FEET OR OTHER SIGNIFICANT TOPOGRAPHIC FEATURES ASSOCIATED WITH THISSITE.PROPOSED CONTOURS FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONLOT 3A, VAN HORN SUBDIVISIONDETAILSHAVEN INFRASTRUCTURE PLANSSECTION 11, T 2S, R 5EBOZEMAN, MTINF6.0 ----20069_INFRASTRUCTURE DETAILS_PROD.DWGJAZ05/07/20211ST CITY SUBMITTAL06/30/202107/23/202108/05/202108/26/202110/14/202112/16/222ND CITY SUBMITTAL3RD CITY SUBMITTAL4TH CITY SUBMITTAL5TH CITY SUBMITTALWATER TIE-IN UPDATESAS-BUILTS--20069 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION LOT 3A, VAN HORN SUBDIVISION DETAILS HAVEN INFRASTRUCTURE PLANS SECTION 11, T 2S, R 5E BOZEMAN, MTINF6.1---- 20069_INFRASTRUCTURE DETAILS_PROD.DWG JAZ 05/07/2021 1ST CITY SUBMITTAL 06/30/2021 07/23/2021 08/05/2021 08/26/2021 10/14/2021 12/16/22 2ND CITY SUBMITTAL 3RD CITY SUBMITTAL 4TH CITY SUBMITTAL 5TH CITY SUBMITTAL WATER TIE-IN UPDATES AS-BUILTS -- 20069 FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONLOT 3A, VAN HORN SUBDIVISIONDETAILSHAVEN INFRASTRUCTURE PLANSSECTION 11, T 2S, R 5EBOZEMAN, MTINF6.2 ----20069_INFRASTRUCTURE DETAILS_PROD.DWGJAZ05/07/20211ST CITY SUBMITTAL06/30/202107/23/202108/05/202108/26/202110/14/202112/16/222ND CITY SUBMITTAL3RD CITY SUBMITTAL4TH CITY SUBMITTAL5TH CITY SUBMITTALWATER TIE-IN UPDATESAS-BUILTS--20069