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HomeMy WebLinkAboutHeritage Christian School - Sewer Main Extension© 2023 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SSSSSSSSSSSS SSSS SS SSSS SSSSSS SS SS SSSSSSSSSSSSSSSSSS SS SSSS SSSSSS SSSSSSW W W W W W W W W W W © 2023 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SSSSSSSSSSSS SSSS SS SSSS SSSSSS SS SS SSSSSSSSSSSSSSSSSS SS SSSS SSSSSS SSSSSSW W W W W W W W W W W OHP OHP OHP OHP OHP OHP OHP OHP S TV TV TV TV TV TV TV TV TV DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/5/2023 8:33 AMC:\USERS\DENNYKIELY\ACCDOCS\ZACK@GRAHAMENG.COM\HCS - SEWER\PROJECT FILES\C001-HCS_GENNOTES.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAM ENGINEERING LLC, except as notedotherwise herein, as instruments of service, and shall remain the property of GRAHAM ENGINEERING LLC. The information shown herein shallbe used only by the client to whome the service are rendered and only for the purpose of constructing or installing the work as shown at thedesignated location and site. Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited,and the user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise from such unauthorized use.Such use hall cause the waiver of expressed or implied warranties and shall serve any liabilities which may arise from construction, use or resultof such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:COVER SHEETHERITAGE CHRISTIAN SCHOOLC001 ZWGTSD4310 DURSTON RD, BOZEMAN, MT 59718BOZEMAN, MT22001_HCMT_ANNEXN 02/15/2023 VICINITY MAP (NOT TO SCALE) PROJECT SITE FERGUSON AVECONTACTS BOZEMAN UTILITIES DEPARTMENT Contact: Karl Johnson, PE Phone: 406-582-2281 Email: kajohnson@bozeman.net CIVIL ENGINEER Graham Engineering LLC Contact: Zack Graham, PE Bozeman, Montana 59718 Phone: 406-624-2686 Email: zack@grahameng.com LAND SURVEYOR Gaston Engineering & Surveying, PC 406-586-0588 CONSTRUCTION DRAWINGS SEWER EXTENSION PREPARED FOR HERITAGE CHRISTIAN SCHOOL 4310 DURSTON RD. BOZEMAN, MT 59718 RECORD DRAWINGS SHEET INDEX SHEET DISCRIPTION 1 COVER SHEET 2 GENERAL NOTES AND LEGEND 3 DEMO PLAN 4 SEWER PLAN & PROFILE 5 DETAILS S COTTONWOOD RDDURSTON RD FLANDERS MILL RDN OVERALL PLAN SCALE: 1"=100' DURSTON RDFLANDERSMILL RDEXISTING DRAIN FIELD EXISTING 8" SS PROPOSED SS MAIN PROPOSED SEWER SERVICES APPROXIMATE PROPERTY BOUNDARY 04/04/2023 10/4/2023 RECORD DRAWINGS RECORD DRAWINGS GENERAL NOTES 1.ALL WORK AND MATERIALS PERTAINING TO CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), LATEST EDITION. CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS SHALL SUPERCEDE. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL CURRENT REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), AND LOCAL MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) REQUIREMENTS (WHERE APPLICABLE). THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) THROUGHOUT THE DURATION OF CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED. 3.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. 4.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 5.CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH OWNER, AHJ, AND ENGINEER PRIOR TO DEMOLITION ACTIVITIES. 6.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH THE MUTCD GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTION SHALL BE PROVIDED AT NIGHT. 7.OWNER WILL SECURE ALL NECESSARY UTILITY PERMITS REQUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH PERMIT REQUIREMENTS. 8.UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LICENSED LAND SURVEYOR. 9.THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES. ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM THE APPROVED DRAWINGS SHALL BE NOTED ON THIS SET. THE LOCATION AND DEPTH OF ALL UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMES AND AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. FAILURE TO COMPLY MAY RESULT IN DELAY IN PAYMENT AND/OR FINAL ACCEPTANCE OF THE PROJECT. 10.IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE OWNER, ANY WORK IS FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR DRAWINGS, AND UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER, THE CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN SEVEN (7) CALENDAR DAYS OF RECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO RESPOND TO THE WRITTEN NOTICE, THE OWNER MAY CORRECT THE WORK AT THE CONTRACTOR'S EXPENSE. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HERON AS WELL AS THE LEGAL DISPOSAL OF WASTE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12.CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES. 13.SAFETY - NEITHER THE OWNER NOR THE ENGINEER WILL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 14.THE CONTRACTOR IS RESPONSIBLE TO CALL 811 AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. SHOP AND FABRICATION NOTES 1.THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX INFORMATION, MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS. FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGS WHICH REQUIRE REVISION OR CORRECTIONS. 2.ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR ERRORS OR OMISSIONS, OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE IN ACCORDANCE WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS. ACCESS NOTES 1.CONTRACTOR SHALL COORDINATE ACCESS, STAGING AND STOCKPILE LOCATIONS WITH OWNER. 2.CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR BETTER CONDITIONS. EXISTING UTILITY NOTES 1.EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON THESE PLANS TO A LEVEL OF QUALITY IN ACCORDANCE WITH ASCE 38-02, QUALITY LEVEL D. 2.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING MATERIAL TYPES OF ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTING OWNERS. ALL COSTS RELATED TO LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF POTENTIAL CONFLICTS. 3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/5/2023 8:33 AMC:\USERS\DENNYKIELY\ACCDOCS\ZACK@GRAHAMENG.COM\HCS - SEWER\PROJECT FILES\C001-HCS_GENNOTES.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAM ENGINEERING LLC, except as notedotherwise herein, as instruments of service, and shall remain the property of GRAHAM ENGINEERING LLC. The information shown herein shallbe used only by the client to whome the service are rendered and only for the purpose of constructing or installing the work as shown at thedesignated location and site. Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited,and the user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise from such unauthorized use.Such use hall cause the waiver of expressed or implied warranties and shall serve any liabilities which may arise from construction, use or resultof such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:GENERAL NOTES AND LEGENDHERITAGE CHRISTIAN SCHOOLC002 ZWGTSD4310 DURSTON RD, BOZEMAN, MT 59718BOZEMAN, MT22001_HCMT_ANNEX@ AT AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS BM BENCHMARK BOT BOTTOM CATV, TV CABLE TELEVISION ℄,CL CENTERLINE CO CLEANOUT CONC CONCRETE D, DIA, Ø DIAMETER DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY DWG DRAWING EG EXISTING GRADE ELEC ELECTRIC EL, ELEV ELEVATION EOP, EP EDGE OF PAVEMENT ESCP EROSION AND SEDIMENT CONTROL PLAN EX EXISTING FG FINISHED GRADE FH, HYD FIRE HYDRANT FT FOOT, FEET G GAS GM GAS METER GV GAS VALVE IE INVERT ELEVATION INV INVERT IRR IRRIGATION L LENGTH LF LINEAL FOOT, LINEAR FOOT MH MANHOLE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NTS NOT TO SCALE OC ON CENTER OH, OHP OVERHEAD POWER OHU OVERHEAD UTILITIES ⅊,PL PROPERTY LINE PROP PROPOSED PVC POLYVINYL CHLORIDE RIM RIM OF MANHOLE LID OR GRATE ROW RIGHT OF WAY SF SQUARE FOOT, SQUARE FEET SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STORM DRAIN STA STATION SY SQUARE YARD T, TEL TELEPHONE TYP TYPICAL W/WITH ABBREVIATIONS 02/15/2023 LEGEND EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL EX. ELECTRIC LINE EX. OVERHEAD POWER LINE EX. GAS LINE EX. TV CABLE LINE EX. TELEPHONE LINE EX. FENCE EDGE OF SNOW EX. CONCRETE EX. ASPHALT PAVEMENT EX. BUILDING EX. ELECTRIC BOX EX. POWER POLE EX. LIGHT POLE EX. GAS LINE MARKER EX. TELECOMMUNICATION BOX EX. SEWER MANHOLE EX. SEWER CLEANOUT EX. WATER WELL EX. IRRIGATION BOX EX. STORM DRAIN INLET EX. STORM DRAIN MANHOLE EX. SIGN EX. BASKETBALL HOOP EX. TREE EX. SHRUB EX. SEWER LINE (LOCATION INFERRED) EX. SEPTIC TANK (LOCATION FROM AERIAL IMAGERY) EX. CLEANOUT (LOCATION FROM AERIAL IMAGERY) PROP. ASPHALT/CONCRETE SAWCUT PROP. SEWER LINE PROP. SEWER MAHNOLE PROP. SEWER CLEANOUT PROP. CONCRETE PAVEMENT PATCH PROP. ASPHALT PAVEMENT PATCH TV TV TV TV TV TV TV TV 1935 1934 SSSSSSSSSSSSSSSS S OHP OHP OHP OHP OHP S 04/04/2023 10/4/2023 RECORD DRAWINGS RECORD DRAWINGS W W W W W W W W W DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/5/2023 8:34 AMC:\USERS\DENNYKIELY\ACCDOCS\ZACK@GRAHAMENG.COM\HCS - SEWER\PROJECT FILES\C010-HCS_DEMO PLAN.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whome the serviceare rendered and only for the purpose of constructing or installing the work as shown at the designated location andsite. Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited,and the user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:EXISTING CONDITIONS & DEMO PLANHERITAGE CHRISTIAN SCHOOLC010 ZWGTSD4310 DURSTON RD, BOZEMAN, MT 59718BOZEMAN, MT22001_HCMT_ANNEX0 30 SCALE IN FEET 60 N REMOVE EX. SEPTIC TANKS AND PIPES EX. 8" SEWER STUB AND CLEANOUT - REMOVE CLEANOUT DURSTON RD LEGEND EDGE OF SNOW (AT TIME OF SURVEY) EX. CONCRETE PAVEMENT EX. ASPHALT PAVEMENT EX. SS MANHOLE EX. SS CLEANOUT EX. SS LINE (LOCATION INFERRED) EX. SEPTIC TANK (LOCATION FROM AERIAL IMAGERY) EX. SS CLEANOUT (LOCATION FROM AERIAL IMAGERY) ASPHALT SAWCUT SHRUB TO BE REMOVED DEMOLISH EX. SEWER MH RIM EL = 4780.25' CHANNEL EL. = 4766.44' DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND PINS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL OR BETTER THAN EXISTING CONDITIONS. 3.THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT OF THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AHJ FOR EXCAVATING AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING DEMOLITION, WHICH INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. 5.THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT OWNER AS TO SPECIFIC DETAILS REGARDING REMOVAL OF EXISTING BUILDINGS, CONTENTS AND ASSOCIATED APPURTENANCES. 6.THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND INCLUDE IN THE BID ANY AND ALL ITEMS TO BE REMOVED, DEMOLISHED, OR MAINTAINED AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT. 7.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS. 8.EX. SEPTIC SYSTEM SHALL REMAIN ACTIVE DURING INSTALLATION OF NEW MANHOLES AND PIPING. DEMOLITION OF SEPTIC SYSTEM AND DRAIN FIELD SHALL TAKE PLACE AFTER SEWER SERVICE TO MUNICIPAL SYSTEM HAS BEGUN. SAWCUT AND REMOVE EX. ASPHALT SAWCUT AND REMOVE EX. CURB AND GUTTER - LOCATION IS APPROXIMATE REMOVE EX. SHRUB SAWCUT AND REMOVE EX. CONC. SIDEWALK EX. IRRIGATION BOX EX. DRAIN FIELD EX. STORM DRAIN. PROTECT FROM SEDIMENT DURING CONSTRUCTION SEPTIC AND DRAINFIELD REMOVAL NOTES 1.THE EXISTING SEPTIC TANK(S) AND DOSE TANKS SHALL BE PUMPED BY A DEQ CERTIFIED OPERATOR. CONTRACTOR SHALL PROVIDE RECEIPT OF PUMPING TO ENGINEER FOR DELIVERY TO THE LOCAL HEALTH DEPARTMENT. 2.AFTER PUMPING, TANKS SHALL BE CRUSHED AND REMOVED FROM SITE AND DISPOSED OF AT AN APPROVED FACILITY. CONTRACTOR SHALL PROVIDE RECEIPT FROM FACILITY TO ENGINEER FOR DELIVERY TO THE LOCAL HEALTH DEPARTMENT. 3.THE SAND MOUND/DRAIN FIELD IS TO BE COMPLETELY REMOVED AND MATERIAL DISPOSED OF AT AN APPROVED FACILITY. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF FINAL DISPOSITION OF MATERIAL TO ENGINEER FOR DELIVERY TO THE LOCAL HEALTH DEPARTMENT. 02/15/2023 S 04/04/2023 EX. 12" WATER MAIN 7/10/23 DEQ RESPONSE - EXISTING WATER MAIN SHOWN ON PLAN 10/4/2023 RECORD DRAWINGS RECORD DRAWINGS PIPES REMOVED. SEPTIC TANKS CRUSHED IN PLACE. OHPOHPOHPOHPOHPSTVTVTVTVTVTV4782 4781 47804778477947804783478447854786478747844 7 8 8 47 8 3 478 3 4784 4785478647874785 SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS1+73.870+00.001+00.000+50.001+50.00SSSS WWWWWWWSSSSELEVATIONSTATION 4760 4770 4780 4790 -0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/5/2023 8:36 AMC:\USERS\DENNYKIELY\ACCDOCS\ZACK@GRAHAMENG.COM\HCS - SEWER\PROJECT FILES\C300-HCS_SEWER PLAN AND PROFILE.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whome the serviceare rendered and only for the purpose of constructing or installing the work as shown at the designated location andsite. Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited,and the user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:EXISTING CONDITIONS & DEMO PLANHERITAGE CHRISTIAN SCHOOLC300 ZWGTSD4310 DURSTON RD, BOZEMAN, MT 59718BOZEMAN, MT22001_HCMT_ANNEX0 40 SCALE IN FEET 80N 8" PVC SEWER MAIN @ 1%DURSTON RDLEGEND EX. SSR MANHOLE EX. SS CLEANOUT EX. SS LINE (LOCATION INFERRED) EX. SEPTIC TANK (LOCATION FROM AERIAL IMAGERY) EX. SS CLEANOUT (LOCATION FROM AERIAL IMAGERY) PROP. ASPHALT/CONCRETE SAWCUT PROP. SS LINE PROP. SS MANHOLE PROP. SS CLEANOUT PROP.CONCRETE PAVEMENT PATCH PROP. ASPHALT PAVEMENT PATCH (3) 6" SERVICES IN TRENCH WITH 2' SEPARATION BETWEEN EACH. SLOPE 1% CONSTRUCTION NOTES 1.SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC PER ASTM D3034 SDR-35. PIPE SHALL BE BELL AND SPIGOT OF THE SOLVENT WELD TYPE. 2.ALL UTILITY TRENCHING SHALL BE DONE IN ACCORDANCE WITH DETAIL 1/C400. 3.INSTALL SANITARY SEWER CLEANOUTS AT ALL SYMBOLS IN ACCORDANCE WITH DETAIL 5/C400. PROFILE VIEW HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 0 10 HORIZONTAL SCALE IN FEET 20 0 4 VERTICAL SCALE IN FEET 8 TIE INTO EX. LATERAL - 45° BEND W/ CLEANOUT. I.E. =4776.26' (CONFIRM ELEVATION AND PROVIDE FITTINGS TO ADJUST VERTICAL AS REQUIRED) TIE INTO EX. LATERAL WITH 45° BEND I.E. = 4775.11' (CONFIRM ELEVATION AND PROVIDE FITTINGS TO ADJUST VERTICAL AS REQUIRED) TIE INTO EX. LATERAL WITH 45° BEND I.E. = 4775.58' (CONFIRM ELEVATION AND PROVIDE FITTINGS TO ADJUST VERTICAL AS REQUIRED) ASPHALT PATCH BACK - MATCH EXISTING CONCRETE SIDEWALK PATCH BACK - MATCH EXISTING CONCRETE CURB & GUTTER PATCH BACK - MATCH EXISTING PUBLIC SEWER MAIN EXTENSION - SEE PROFILE 2,6 C400 SS MANHOLE 48" DIA. 3,6 C400 SS DROP MANHOLE 60" DIA. 8" PVC SEWER MAIN @ 1% EX. 8" CLEANOUT (TO BE REMOVED) CONNECT DOWNSTREAM OF EXISTING WYE (REMOVE EXISTING WYE AND CLEANOUT) I.E. 4767.01' (CALCULATED) 6" SS @ 1 % 45° BEND W/ CLEANOUT PLUG AND CAP. FOR FUTURE SERVICE.6" SS @ 1%6" SS @ 1% EX. 8" CLEANOUT (TO BE REMOVED) SSSS S C S C 02/15/2023 PROP. 30' SEWER EASEMENT RIM EL. 4779.67' MEG RIM EL. 4780.79' MEG EX. SSMH I.E. START OF SHARED TRENCH = 4774.81' (ALL THREE PIPES) 45° BEND W/ CLEANOUT EX. 8" SEWER MAIN EX. GROUND I.E. = 4767.46'I.E. = 4771.14'I.E. = 4771.78' (3) 6" PRIVATE SEWER SERVICES @ 1% MIN 4 C400 6" SERVICE CONNECTION X3 INVERT = 4772.93' (ALL THREE PIPES) 22.5° COMPOUND BEND TO CONNECT PERPENDICULAR AND PROVIDE > 2% FROM EASEMENT LINE TO CONNECTION @ MAIN 04/04/2023 EX. 12" WATER MAIN 7/10/23 DEQ RESPONSE - EXISTING WATER MAIN SHOWN ON PLAN 10/4/23 RECORD DRAWINGS RECORD DRAWINGS 4767.44'4771.12' 4779.65' NOT INS T A L L E D DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/5/2023 8:36 AMC:\USERS\DENNYKIELY\ACCDOCS\ZACK@GRAHAMENG.COM\HCS - SEWER\PROJECT FILES\C400-HCS_DETAILS.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whome the serviceare rendered and only for the purpose of constructing or installing the work as shown at the designated location andsite. Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited,and the user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:DETAILSHERITAGE CHRISTIAN SCHOOLC400 ZWGTSD4310 DURSTON RD, BOZEMAN, MT 59718BOZEMAN, MT22001_HCMT_ANNEXSCALE: NTS DROP MANHOLE 3 C400SCALE: NTS STANDARD MANHOLE 2 C400SCALE: NTS UTILITY TRENCH 1 C400 SCALE: NTS SEWER SERVICE 4 C400 SCALE: NTS SANITARY SEWER & STORM CLEANOUT 5 C400 02/15/2023 SCALE: NTS TYP MANHOLE CHANNEL 6 C400 04/04/2023 10/4/23 RECORD DRAWINGS RECORD DRAWINGS