HomeMy WebLinkAboutCottages at Blackwood Groves Block 14 InfrastructureC1.0PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PEC1.0COVERCOTTAGES AT BLACKWOOD GROVESENGINEERWHITE MOUNTAIN ENGINEERING, LLC.P.O. BOX 888BELGRADE, MT 59714(603) 491-0927OWNERGRANITE OWNER, LLC.140 VILLAGE CROSSING WAY, UNIT 3BBOZEMAN, MT 59715(406) 539-6015PROJECT VICINITY & CONSTRUCTION ROUTE MAPPROJECT LOCATIONLOT 1, BLOCK 14BLACKWOOD GROVES SUBDIVISION, PHASE 2SW 14, SEC. 24, T2S, R5E OF P.M.M.(ADDRESSES TO BE DETERMINED)SHEET INDEXSHEETNO.SHEETTITLEDESCRIPTION1 C1.0 COVER SHEET2 C1.1PLAN SET OVERVIEW, NOTES & LEGEND3C1.2 EXISTING CONDITIONS4 C2.0 SANITARY SEWER PLAN AND PROFILE - MID-BLOCK5C2.1 SANITARY SEWER PLAN AND PROFILE - SOUTHERN DRIVE LANE6C3.0 WATER PLAN AND PROFILE - MID-BLOCK7 C3.1 WATER PLAN AND PROFILE - SOUTHERN DRIVE LANE8C4.0 CONSTRUCTION DETAILS9C4.1 CONSTRUCTION DETAILSNBLOCK 14 INFRASTRUCTURE PLANSBOZEMAN, MONTANA1PROJECT SITECITY LIMITSCITY LIMITSBLACKWOOD ROADVICTORIA STREETS. 19TH AVENUECANTER AVENUEWINTERTHUR AVENUES. 15TH AVENUES. 11TH AVENUES. 3RD AVENUECAMBRIDGE DRIVEGRAF STREETCONSTRUCTIONTRAFFIC ROUTE (TYP.)SOUTHBRIDGE DRIVEBENCHMARK LOCATION
BLDG #1BLDG #2ELEC ELECELECCOCOBLACKWOOD ROADLOT 1199,809 SFBLOCK 14VICTORIASTREET8FELECELECELECELECELECELECELECELECUGE
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OSW CO8''STBLDG #128''ST8''STOSWOSWOSWOSW COCOW VW VW VW V8''ST8''STCOCO OSWOSW30'' PUBLIC UTILITY EASEMENT30'' PUBLIC UTILITY EASEMENTPROPOSED 8" CLASS 51 DIP WATER MAINPROPOSED 8" SDR 35 PVC SEWER MAINEXISTING 8" WATER STUBEXISTING 8" SEWER MAIN STUBPROPOSED 8" CLASS 51 DIP WATER MAINPROPOSED 8" SDR 35 PVC SEWER MAINEXISTING WATER SERVICE STUB (TYP.)EXISTING SANITARY SERVICE STUB (TYP.)C2.1 & C3.1C2.0 & C3.0SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSBENCHMARKHYDRANT ARROW BOLTELEVATION: 5012.86BLACKWOOD ROADCANTER AVENUEVICTORIASTREETWINTERTHUR AVENUEC1.1PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PEPLAN SET OVERVIEW, NOTES & LEGEND04080FEETN2LOT 1 PROPERTY LINE (TYP.)10' FRONT SETBACK10' PRIVATE UTILITY EASEMENTLEGENDSUBJECT PROPERTY BOUNDARYADJACENT PROPERTY BOUNDARYSETBACKEASEMENTWATER MAINWFWATER VALVEWATER CURB STOPWATER BLOW-OFFFIRE HYDRANTFIRE SERVICE LINE8''WWATER SERVICE LINEWF8''W8''SS4''SSSANITARY SEWER MAIN8''SS4''SSSTSANITARY SEWER SERVICESANITARY SEWER MANHOLESANITARY SEWER CLEANOUTSTORM SEWER MAINSTORM MANHOLESTGASELECCURB INLETSTORM CATCH BASINGAS LINEGASELECCOMMUNDERGROUND ELECTRIC LINECOMMUNDERGROUND COMMUNICATIONS LINEELECTRIC TRANSFORMER / JUNCTION CANTELEPHONE BOXCATCH CURB AND GUTTERSTORM POND / SWALECONTOUR LINESPOT ELEVATIONEXISTINGPROPOSEDDESCRIPTIONSSW VW VBBYYSSSSSTST[00.00](00.00)44004400FINISH FLOOR ELEVATION"FFE"TOP OF WALL"TOW"TOP BACK OF CURB"TBC"FLOW LINE"FL"EDGE OF ASPHALT"EA"SIDEWALK"SW"HIGH-POINT"HP"LOW POINT"LP"TRAFFIC DIRECTION ARROW(NOT A PAVEMENT MARKING)SNOW STORAGE AREASPILL CURBDROP CURB AND GUTTERBENCHMARKHYDRANT ARROW BOLTELEVATION = 5012.86 FT (NAVD88)(W BOULEVARD OF WINTERTHUR AVENUE,NORTH OF INTERSECTION W/ VICTORIA STREET)DEVELOPMENT ADDRESSLOT 1, BLOCK 14BLACKWOOD GROVES SUBDIVISION, PHASE 2SW 14, SEC. 24, T2S, R5E OF P.M.M.(ADDRESSES TO BE DETERMINED)GENERAL NOTES1. ALL WORK SHALL CONFORM TO THE APPROVED CONSTRUCTION PLANS, AND THE FOLLOWING SPECIFICATIONS, WHICHARE HEREBY INCORPORATED BY REFERENCE:- MONTANA PUBLIC WORKS STANDARDS & SPECIFICATIONS (MPWSS), SEVENTH EDITION (APRIL 2021)- CITY OF BOZEMAN D.S.S.P. (MARCH 2020),- CITY OF BOZEMAN MODIFICATIONS TO MPWSS (AUGUST 2017)2. NO CHANGE OR MODIFICATION TO THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTENAPPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEER.3. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE DESIGN ENGINEER, THE CITY OF BOZEMAN AND THE CONTRACTOR PRIORTO INITIATION OF WORK. CONTRACTOR SHALL PROVIDE THE REQUIRED PRE-CONSTRUCTION MATERIALS OUTLINED IN THE CITY OFBOZEMAN D.S.S.P (MARCH 2020) PRE-CONSTRUCTION MEETING CHECKLIST.4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE APPROVEDCONSTRUCTION PLANS.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR ACQUIRING ANY NECESSARY PERMITS FOR THE CONSTRUCTION OF THEPROJECT (STREET CUT PERMIT, ETC.). THE ENGINEER WILL ASSIST WITH PREPARING THE STORMWATER DISCHARGE ASSOCIATEDWITH CONSTRUCTION ACTIVITY PERMIT (SWPPP). IF CONSTRUCTION DEWATERING IS ANTICIPATED, THE CONTRACTOR SHALL NOTIFYTHE ENGINEER, AND THE ENGINEER WILL ASSIST WITH PREPARING THIS PERMIT.6. THE CITY OF BOZEMAN AND THE PROJECT ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE BEGINNING OFCONSTRUCTION.7. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES IN THE PROJECT AREA HAVE BEEN SHOWN PERFIELD INVESTIGATION AND AVAILABLE UTILITY RECORDS, AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THELOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.8. PROPOSED DRY UTILITIES (ELECTRICAL, GAS, COMMUNICATIONS) SHOWN ARE SCHEMATIC. THE FINAL INSTALLED LOCATION OF DRYUTILITIES ARE TO BE COORDINATED WITH THE UTILITY SERVICE PROVIDER.2. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROJECTCONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND ENSURING THE PROJECT MEETS OSHA REQUIREMENTS.3. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TRAFFIC CONTROL FOR THE PROJECT.5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REGULAR CLEANING OF CONSTRUCTION MATERIAL THAT IS TRACKED ONTO CITYSTREETS ADJACENT TO THE PROJECT SITE.6. PER CITY OF BOZEMAN STANDARD DRAWING NO. 02221-1 AND SECTION 02221, ALL UTILITIES SHALL BE BEDDED WITH 4-INCHES OFAPPROVED TYPE 1 PIPE BEDDING. PIPES SHALL BE BEDDED TO 6-INCHES ABOVE THE TOP OF PIPE.WATER NOTES1. ALL WATER SERVICES LINES LESS THAN 4" IN DIAMETER ARE TO BE TYPE K ANNEALED COPPER PIPE CONFORMING TOAWWA SPECIFICATION C800. ALL WATER SERVICES 4" IN DIAMETER OR LARGER ARE TO BE DUCTILE IRON PIPE. ALLSERVICE LINES TO BE INSTALLED PER C.O.B. STD. DWG. NO. 02660-6.2. A MINIMUM OF 6.5' OF COVER SHALL BE PROVIDED OVER ALL WATER MAINS AND SERVICES FROM FINISH GRADE TO THETOP OF PIPE. INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE WATER MAIN OR SERVICE WITH LESS THAN 6.5'OF COVER.3. TAPPING SLEEVES AND SADDLES FOR WATER SERVICE & MAIN TAPS ONTO CITY WATER MAINS SHALL BE FURNISHED ANDINSTALLED BY THE CONTRACTOR. THE WET TAP TO THE EXISTING MAIN WILL BE MADE BY THE CITY OF BOZEMAN WATERDEPARTMENT. CONTRACTOR TO COORDINATE WET TAP WITH CITY OF BOZEMAN.4. EXISTING WATER MAIN VALVES AND HYDRANTS TO BE OPERATED BY THE CITY OF BOZEMAN STAFF. CONTRACTOR TOPROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE CITY AND ENGINEER. CONTRACTOR TO COORDINATE OPERATION OFEXISTING VALVES WITH THE CITY OF BOZEMAN.5. PIPE JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH SECTION 02660 OF THE CITY OF BOZEMAN MODIFICATIONS TOTHE M.P.W.S.S. (AUGUST 2017) AND THE JOINT RESTRAINT TABLE CONTAINED IN THESE PLANS. FITTINGS, THRUST BLOCKS,VALVE BOXES, AND INSULATION SHALL BE OBSERVED BY THE ENGINEER PRIOR TO BEING BURIED.6. WATER MAINS ARE TO BE CHLORINATED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE M.P.W.S.S.(AUGUST 2017).7. A FLUSHING AND BACTERIOLOGIC TESTING PLAN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO TESTING.CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PERFORMING BACTERIOLOGIC TESTS WITH THE CITY OFBOZEMAN. ENGINEER SHALL OBSERVE THE BACTERIOLOGIC TESTS.8. TRACER WIRE SHALL BE LAID ON THE WATER MAIN WHERE THE MAIN ALIGNMENT IS NOT LINEAR BETWEEN VALVE BOXES.TRACER WIRE SHALL BE INSTALLED ON THE ENTIRE LENGTH OF THE MID-BLOCK WATER MAIN.9. NO PIPE OR PIPE FITTINGS SHALL CONTAIN MORE THAN 0.25 PERCENT LEAD. ALL MATERIALS SHALL MEET AWWA ANDANSI/NSF LATEST STANDARDS. WATER SERVICES SHALL NOT USE FLUX OR SOLDERS CONTAINING MORE THAN 0.2PERCENT LEAD. PIPE FITTINGS FOR SERVICES SHALL NOT CONTAIN MORE THAN 0.25 PERCENT LEAD.10. DETECTABLE WARNING TAPE TO BE LAID CENTERED OVER WATER MAINS AND SERVICES. TAPE TO PLACED MINIMUM 18"AND MAXIMUM 24" BELOW FINISHED GRADE.11. POLYETHYLENE ENCASEMENT REQUIRED FOR ALL DUCTILE IRON PIPE. POLYETHYLENE ENCASEMENT SHALL MEET THEREQUIREMENTS FOR ANSI/AWWA C105/A21.5,POLYETHYLENEENCASEMENT FOR DUCTILE IRON PIPE SYSTEMS.ENCASEMENT SHALL BE V-BIO ENHANCED POLYETHYLENE ENCASEMENT.12. SECURE POLYETHYLENE ENCASEMENT TO PIPE. ENCASEMENT SHALL BE OVERLAPPED BY 1-FOOT AT JOINTS.SANITARY SEWER NOTES1. INSTALL DETECTABLE WARNING TAPE OVER ALL SEWER MAINS AND SERVICES PER CITY STANDARDS.2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE TO BE SDR 26 PVC INSTALLED AT14" PER FOOT MIN.SLOPE PER C.O.B. STD. DWG. NO. 02730-023. SANITARY SEWER SERVICE CONNECTIONS TO EXISTING SEWER MAINS ARE TO BE MADE WITH INSERTA TEES. THE CITY OFBOZEMAN SEWER DEPARTMENT SHALL MAKE ALL TAPS FOR NEW SEWER SERVICES CONNECTED TO EXISTING MAINS.4. A MINIMUM OF 5' OF COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER MAINS AND SERVICES FROM FINISH GRADETO THE TOP OF PIPE. INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE SEWER MAINS OR SERVICES WITHLESS THAN 5' OF COVER.5. GRAVITY SEWER MAIN SHALL BE SDR 35, UNLESS OTHERWISE NOTED. PIPE SHALL BE LAID AT A UNIFORM GRADE BETWEENMANHOLES.
BLACKWOOD ROADLOT 1199,809 SFBLOCK 14VICTORIASTREET8FBLACKWOOD ROADCANTER AVENUE10' PRIVATE UTILITY EASEMENT10' PRIVATEUTILITY EASEMENT10' PRIVATEUTILITY EASEMENTWINTERTHUR AVENUE10' PRIVATE UTILITY EASEMENT37' LINEARPARK(NOT INSCOPE)PRIVATE UTILITIES (TYP.)1.5" WATER SERVICE STUB W/ CURB STOP (TYP.)SSSSSSSSSSSSSSSS35' STREET SECTION1" WATER SERVICE STUB W/ CURB STOP (TYP.)CURB INLET (TYP.)6' SIDEWALK (TYP.)ADA RAMPCONCRETE SIDEWALK & BIKE PATH35' STREETSECTION35' STREETSECTION49' STREET SECTION4" SANITARY SEWER SERVICE STUB (TYP.)FIRE HYDRANT8" WATER MAIN STUB W/ CAP AND BLOW-OFF8" SANITARY SEWER MAIN STUB8" WATER MAIN STUB W/ CAP AND BLOW-OFF8" SANITARY SEWER MAIN STUB8" WATER MAIN STUB W/ CAP AND BLOW-OFF8" WATER MAIN STUB W/ CAP AND BLOW-OFF4" SANITARY SEWER SERVICE STUB (TYP.)10.00' PEDESTRIAN ACCESS EASEMENTBENCHMARKHYDRANT ARROW BOLTELEVATION: 5012.86BLACKWOOD ROADCANTER AVENUEVICTORIASTREETWINTERTHUR AVENUEC1.2PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PEEXISTING CONDITIONS04080FEETN3NOTE: INSTALLATION OF SUBDIVISION INFRASTRUCTURE IN STREET RIGHT-OF-WAYSADJACENT TO THE PROJECT SITE WAS NOT COMPLETE AT THE TIME OF PRODUCTIONOF THIS PLAN SET. THEREFORE, ALL "EXISTING" IMPROVEMENTS SHOWN HEREONARE BASED ON THE APPROVED BLACKWOOD GROVES INFRASTRUCTURE PLANS FORPHASE 1 AND PHASE 2 OF THE SUBDIVISION, AND ARE NOT BASED ON A SURVEY OFTHE PROJECT SITE. (EXAMPLES OF THESE IMPROVEMENTS ARE: DRY UTILITIES ANDTRANSFORMERS WITHIN ADJACENT UTILITY EASEMENTS, BOULEVARD SIDEWALKS,STREET LIGHTS, ETC.)THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
LOT 1199,809 SFBLOCK 1414BBLELECELECELECELECELECELECELECE
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WCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOOSW8''ST8''ST8''ST8''STCOCOW VW V8''ST8''ST8''STCOCO4''SSPROPOSED 8" CLASS 51 DIP WATER MAINPROPOSED 8" SDR 35 PVC SEWER MAINEX SSMH 2-13 (48")STA:0+20.00 OFF:0.00RIM:5014.89INV IN:5004.93 (8") (E)INV IN:5004.80 (10") (S)INV OUT:5004.60 (10") (N)CONNECT TO EXISTING 8" SANITARY SEWER STUBFL:5005.070+52.5130'' PUBLIC UTILITYEASEMENT11.0'' (TYP.)TW: 15.50TW: 15.900+001+002+003+004+004+55TW: 22.20TW: 22.20TW: 22.20TW: 22.20TW: 15.55TW: 16.30TW: 16.80 TW: 16.0TW: 16.10TW: 15.50TW: 17.50TW: 17.60TW: 18.50TW: 5020.30TW: 19.50TW: 21.90TW: 21.60TW: 21.40TW: 21.20TW: 20.55TW: 20.55TW: 18.30TW: 14.55TW: 18.40TW: 18.40TW: 17.90TW: 17.50TW: 16.50TW: 16.30TW: 15.90TW: 15.30TW: 16.60TW: 17.20TW: 17.30TW: 17.50TW: 16.50TW: 18.50TW: 19.90TW: 18.50TW: 14.55SSMH 2 (48")STA:4+43.99 OFF:0.00RRIM:5015.28INV OUT:5008.67 (8") (W)SSMH 3 (DROP TYPE) (60")STA:0+57.61 OFF:0.00RIM:5015.63INV IN:5006.93 (8") (E)INV OUT:5005.09 (8") (W)5' of 8" PVC @ 0.42%INSTALL BUILDING #37 SERVICE@ MAX SLOPE (12" PER FOOT)CANTER AVENUEWINTERTHUR AVENUE45° (TYP.)5000500550105015502050255000500550105015502050250+505013.825015.461+005013.725015.631+505013.365015.392+005013.035014.352+505013.255014.543+005013.755015.233+505014.295015.564+005014.825015.884+505015.335+005' OF 8" SDR-35 PVC @ 0.42%SSMH 2 (48")INV OUT:5008.67 (8") (W)STA 4+44.0 (0.0'R)RIM:5015.28EXISTING SSMH 2-13 (48")INV IN:5004.80 (10") (S)INV IN:5004.93 (8") (E)INV OUT:5004.60 (10") (N)STA 0+20.0 (0.0')RIM:5014.89PROVIDE5' MINCOVER (TYP.)PROPOSED GRADEBLACKWOOD GROVES PHASE 2ROAD/FILL SURFACEEXISTING 33' STUB OF 8" SDR-35 PVC @ 0.42%BLACKWOOD GROVES PHASE 2ROAD/FILL SURFACEEXISTING GRADECONNECT TO EXISTING SANITARY SEWER MAIN STUBINV IN:5005.07CONTRACTOR TO VERIFY DEPTH AND GRADE OF PIPE.NOTIFY ENGINEER OF ANY DISCREPENCIES.1.5' MIN (TYP.)CROSSING SECTIONOF 8" DIP WATER MAINCROSSING SECTION OF8" DIP WATER MAIN1.5' MIN (TYP.)8" PVC STORM SEWER1.5' MIN (TYP.)386' OF 8" SDR-35 PVC @ 0.45%SSMH 3 (DROP TYPE) (60")INV IN:5006.93 (8") (E)INV OUT:5005.09 (8") (W)STA 0+57.6 (0.0')RIM:5015.63PROPOSED 8" DIPWATER MAINSS SERVICE STA:0+73.50SS SERVICE STA:0+75.50SS SERVICE STA:1+01.97SS SERVICE STA:1+16.22SS SERVICE STA:1+23.73SS SERVICE STA:1+52.93SS SERVICE STA:1+72.93SS SERVICE STA:1+91.25SS SERVICE STA:1+95.25SS SERVICE STA:1+99.25SS SERVICE STA:2+45.09SS SERVICE STA:2+48.49SS SERVICE STA:2+56.49SS SERVICE STA:2+64.63SS SERVICE STA:3+01.00SS SERVICE STA:3+09.31SS SERVICE STA:3+11.33SS SERVICE STA:3+22.30SS SERVICE STA:3+31.34SS SERVICE STA:3+56.55SS SERVICE STA:3+65.51CROSSING WATER SERVICESTA:0+85.50CROSSING WATER SERVICESTA:1+62.93CROSSING WATER SERVICESTA:1+87.17CROSSING WATER SERVICESTA:2+41.09CROSSING WATER SERVICESTA:2+74.63CROSSING WATER SERVICESTA:3+37.07CROSSING WATER SERVICESTA:3+46.55CROSSING WATER SERVICESTA:3+78.30CROSSING WATER SERVICESTA:1+26.22C2.0PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PESANITARY SEWER MAIN PLAN AND PROFILE - MID-BLOCK03060FEETN4SANITARY SEWER MAIN PLAN AND PROFILE - MID-BLOCK1SCALE: HORIZONTAL 1"=30' VERTICAL 1"=3'StationBuilding #0+73.50 350+75.50 051+01.97 371+16.22 341+23.73 061+52.93 071+72.93 331+91.25 321+95.25 081+99.25 312+45.09212+48.49 302+56.49 292+64.63223+01.00 233+09.31 203+11.33 283+22.30243+31.34 193+56.55 253+65.51 18NOTE: SEE SITE PLAN SHEETS C4.0 AND C4.1FOR EXTENSION OF EXISTING SEWER SERVICES.INSTALL 4" SANITARYSEWER SERVICE PERCOB. STD. DWG. NO.02730-2 (TYP.)SANITARY SEWER SERVICE TABLE5008.810.49%5008.81RIM NOT SETRIM NOT SETRIM NOT SETRIM NOT SET
BLDG #1BLDG #2ELEC ELEC ELECELECCOCOELECELECELECELECUGEUGEUGEUGEUGEUGE4''SS1.5''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSSSS1.5''W4''SS4''SS1''W1''W4''SS1''W4''SS1''W4''SS1''W1''WBLDG #37BLDG #31BLDG #38BLDG #39BLDG #40BLDG #41BLDG #42BLDG #43BLDG #44BLDG #45BLDG #30BLDG #27CANTER AVENUEOS
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W30' PUBLIC UTILITY EASEMENTPROPOSED 8" CLASS 51 DIP WATER MAIN0+001+002+003+003+80TW: 22.20TW: 22.20TW: 22.20TW: 22.20TW: 18.50TW: 5020.30TW: 19.50TW: 21.90TW: 21.60TW: 21.40TW: 21.20TW: 20.55TW: 20.55TW: 20.55TW: 20.55TW: 18.40TW: 18.40TW: 19.90SEE SHEET C2.0 FORMID-BLOCK SANITARYSEWER SERVICECONNECTIONS (TYP.)CONNECT TO EXISTING 8" SANITARY SEWER STUBFL:5007.600+20.00EX SSMH 2-2 (48")STA:0+20.00 OFF:0.00RRIM:5018.73INV IN:5007.60 (8") (E)INV IN:5007.47 (10") (S)INV OUT:5007.27 (10") (N)SSMH 1 (48")STA:3+60.00 OFF:0.00RIM:5020.79INV OUT:5014.19 (8") (W)11'SSMH 4 (DROP TYPE) (60")STA:0+56.92 OFF:0.00RRIM:5019.20INV IN:5012.83 (8") (E)INV OUT:5007.78 (8") (W)45°PROPOSED 8" SDR 35 PVC SEWER MAINEXISTING 8" WATER STUBBLACKWOOD ROAD5005501050155020502550305005501050155020502550300+505017.295019.161+005016.935019.481+505016.345019.812+005016.745020.432+505017.585020.943+005018.065021.203+505018.295020.934+004' OF 8" SDR-35 PVC @ 0.50%EXISTING SSMH 2-2 (48")INV IN:5007.47 (10") (S)INV IN:5007.60 (8") (E)INV OUT:5007.27 (10") (N)STA 0+20.0 (0.0')RIM:5018.73CONNECT TO EXISTINGSANTIARY SEWER MAIN STUBINV IN:5007.60CONTRACTOR TO VERIFY DEPTH ANDGRADE OF PIPE. NOTIFY ENGINEER OF ANY DISCREPENCIES.SSMH 1 (48")INV OUT:5014.19 (8") (W)STA 3+60.0 (0.0')RIM:5020.79EXISTING 33' STUB OF 8" SDR-35 PVC @ 0.50%BLACKWOOD GROVES PHASE 2 ROAD/FILL SURFACEEXISTING GRADEPROPOSED GRADEPROPOSED 8" DIP WATER MAINPROVIDE5' MINCOVER (TYP.)SSMH 4 (DROP TYPE) (60")INV IN:5012.83 (8") (E)INV OUT:5007.78 (8") (W)STA 0+56.9 (0.0'R)RIM:5019.20303' OF 8" SDR-35 PVC @ 0.45%SS SERVICE STA:0+61.92SS SERVICE STA:1+11.12SS SERVICE STA:1+30.16SS SERVICE STA:1+50.76SS SERVICE STA:1+93.77SS SERVICE STA:2+36.51SS SERVICE STA:2+80.36SS SERVICE STA:3+11.98SS SERVICE STA:3+14.51CROSSING WATER SERVICESTA:0+72.62CROSSING WATER SERVICESTA:1+21.12CROSSING WATER SERVICESTA:1+60.76CROSSING WATER SERVICESTA:2+03.77CROSSING WATER SERVICESTA:2+46.51CROSSING WATER SERVICESTA:2+90.36CROSSING WATER SERVICESTA:3+24.51SS SERVICE STA:3+55.69C2.1PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PESANITARY SEWER MAIN PLAN AND PROFILE - SOUTHERN DRIVE LANE03060FEETN5SANITARY SEWER MAIN PLAN AND PROFILE - SOUTHERN DRIVE LANE1SCALE: HORIZONTAL 1"=30' VERTICAL 1"=3'CONNECT TO EXISTING 4" SANITARYSEWER SERVICE. SEE SITE PLANUTILITY SHEET C4.1 FOR DETAILS (TYP.)INSTALL CLEANOUT PER COBSTD. DWG. NO. 02730-4 (TYP.)StationBuilding #0+61.92 381+11.12391+30.16 011+50.76 401+93.77412+36.51422+80.36 433+11.98 023+14.51443+55.69 45NOTE: SEE SITE PLAN SHEETS C4.0 AND C4.1FOR EXTENSION OF EXISTING SEWER SERVICES.INSTALL 4" SANITARY SEWER SERVICEPER COB. STD. DWG. NO. 02730-2 (TYP.)SANITARY SEWER SERVICE TABLEPROPERTY LINE5014.25RIM NOT SETRIM NOT SET5013.035007.830.40%RIM NOT SET5014.255007.835013.03RIM NOT SET
LOT 1199,809 SFBLOCK 1414BBLELECELECELECELECELECELECE
UGEUGEUGEUGEUGEUGEUGEUGEUGE8''W8''W8''W8''W8''W8''W8''W8''W4''SS4''SS4''SS1.5''W1.5''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSSSSS1''W1''W4''SS1''W1.5''W1.5''W4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''SS1''W4''SS4''SS4''SS1.5''W1.5''W1.5''W4''SS4''SS4''SS1''W1''W1''W1''W4''SS4''SS1''W4''SS4''SS4''SS1''W1''W4''SS4''SS4''SS1''W4''SS4''SS4''SS1''W1''W4''SS4''SS4''SS4''SS4''SS4''SS4''SS1''W1.5''W1.5''WBLDG #4BLDG #9BLDG #8BLDG #5BLDG #6BLDG #7BLDG #35BLDG #36BLDG #34BLDG #33BLDG #37BLDG #32BLDG #31BLDG #30BLDG #29BLDG #28BLDG #27BLDG #26BLDG #23BLDG #24BLDG #25BLDG #22BLDG #20BLDG #19BLDG #18BLDG #17BLDG #21BLDG #154''SS4''SS4''SS4''SS4''SSOSWOS
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WOSWCOOSW OSWCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOOSW8''ST8''ST8''ST8''STCOCOW VW V8''ST8''ST8''STCOCO4''SSEXISTING WATER SERVICE STUB (TYP.)10' (TYP.)11' (TYP.)0+001+002+003+004+005+005+08.2330' PUBLIC UTILITY EASEMENTSTA 0+20.0 (0.0'R)EXISTING 8'' TEESTA 0+63.5 (0.0'L)8" GATE VALVESTA 1+39.8 (0.0'L)8" 45-DEGREE BENDSTA 1+70.9 (0.0')8" 45-DEGREE BENDSTA 3+05.1 (0.0')8" 45-DEGREE BENDSTA 3+36.2 (0.0')8" 45-DEGREE BENDSTA 4+18.7 (0.0'L)8" GATE VALVESTA 4+88.2 (0.0')EXISTING 8'' TEE1.5" WATER SERVICES TO BE REDUCED TO 1" 20 LF FROMBUILDING FOOTPRINT PER APPROVED SITE PLANSTA:0+63.50OFF:0.00'LREMOVE EXISTING CAP AND BLOWOFF.CONNECTION TO EXISTING 8"DUCTILE IRON WATER MAIN STUBWITH GATE VALVE.STA:4+18.72OFF:0.00'REMOVE EXISTING CAP AND BLOWOFF.CONNECTION TO EXISTING 8"DUCTILE IRON WATER MAIN STUBWITH GATE VALVE.WATER SERVICES BETWEEN BUILDINGSARE TO BE RAISED SO THAT THE PORTIONOF SERVICE BETWEEN BUILDINGS ISINSTALLED AT MIN. COVER.10.0' (TYP.)10.0' (TYP.)REFER TO APPROVED SITE PLAN FOR WATERSERVICE STUB EXTENSIONS FROM EXISTING STUBS.WINTERTHUR AVENUECANTER AVENUE5000500550105015502050255000500550105015502050250+505013.601+005013.555015.701+505013.495015.702+005013.275015.042+505013.305014.123+005013.745015.043+505013.825015.634+005014.335015.734+505014.795015.335+005015.465+50EXISTING 8'' TEEFL ELEV:5006.02STA 4+88.2 (0.0'R)PROPOSED GRADEEXISTING GRADE8" 45-DEGREE BENDFL ELEV:5005.65STA 3+36.2 (0.0'R)8" 45-DEGREE BENDFL ELEV:5004.92STA 1+70.9 (0.0'R)8" 45-DEGREE BENDFL ELEV:5005.16STA 1+39.8 (0.0'L)8" 45-DEGREE BENDFL ELEV:5005.53STA 3+05.1 (0.0'R)PROVIDE6.5' MIN.COVERCROSSING SECTION OFPROPOSED 8" PVCSANITARY SEWER MAIN8" GATE VALVEFL ELEV:5007.44STA 0+63.5 (0.0'L)1.5' MIN.PROPOSED 8" PVCSANITARY SEWER MAIN355' OF 8" CL 51 DUCTILE IRONWATER MAIN, FITTINGS ANDAPPURTENANCES W/ V-BIO WRAPENCASEMENT70' OF EXISTINGDUCTILE IRONWATER MAIN44' OF EXISTINGDUCTILE IRONWATER MAIN8" GATE VALVEFL ELEV:5006.02STA 4+18.7 (0.0'L)REMOVE CAP AND BLOWOFF FROM EXISTING 8" WATERMAIN STUB. CONTRACTOR TO VERIFY DEPTH ANDNOTIFY ENGINEER OF ANY DISCREPANCIES. VERTICALDEFLECTION <3-DEGREES.REMOVE CAP AND BLOWOFF FROMEXISTING 8" WATER MAIN STUB.CONTRACTOR TO VERIFY DEPTH ANDNOTIFY ENGINEER OF ANYDISCREPANCIES.8" PVC STORM SEWERCROSSING SECTION OFPROPOSED 8" PVCSANITARY SEWER MAIN1.5' MIN.WATER SERVICE STA:0+96.50WATER SERVICE STA:0+98.50WATER SERVICE STA:1+22.25WATER SERVICE STA:1+37.17WATER SERVICE STA:1+68.81WATER SERVICE STA:1+81.04WATER SERVICE STA:1+83.04WATER SERVICE STA:2+07.28WATER SERVICE STA:2+15.40WATER SERVICE STA:2+23.40WATER SERVICE STA:2+61.20WATER SERVICE STA:2+64.62WATER SERVICE STA:2+72.62WATER SERVICE STA:2+94.74WATER SERVICE STA:3+02.11WATER SERVICE STA:3+42.53WATER SERVICE STA:3+66.30WATER SERVICE STA:3+73.77WATER SERVICE STA:3+75.77WATER SERVICE STA:4+07.52WATER SERVICE STA:4+09.52CROSSING SEWER SERVICE STA:0+86.50CROSSING SEWER SERVICE STA:1+34.72CROSSING SEWER SERVICE STA:1+93.09CROSSING SEWER SERVICE STA:2+11.40CROSSING SEWER SERVICE STA:2+19.40CROSSING SEWER SERVICE STA:2+68.62CROSSING SEWER SERVICE STA:2+76.62CROSSING SEWER SERVICE STA:3+38.53CROSSING SEWER SERVICE STA:3+60.56CROSSING SEWER SERVICE STA:3+94.73EXISTING 8" PVC SANITARYSEWER MAIN STUB8'' TEEFL ELEV:5007.45STA 0+20.0 (0.0'R)C3.0PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PEWATER MAIN PLAN AND PROFILE - MID-BLOCK03060FEETN6 WATER MAIN PLAN AND PROFILE - MID-BLOCK1SCALE: HORIZONTAL 1"=30' VERTICAL 1"=3'NOTE: WATER SERVICES AT 1" COPPER UNLESS OTHERWISENOTED. SERVICES MAY BE NOT BE EXTENDED TO FULLLENGTH AT THE TIME OF WATER AND SEWER MAININSTALLATION DUE TO SITE CONSTRAINTS. SEE SITE PLANSHEETS C4.0 AND C4.1 FOR EXTENSION OF EXISTING WATERSERVICES.StationBuilding #0+96.50 350+98.50 051+22.25 061+37.17 341+68.81 371+81.04 331+83.04 072+07.28 082+15.40 322+23.40 312+61.20212+64.62 302+72.62 292+94.74223+02.11 233+42.53 203+66.30243+73.77 193+75.77 284+07.52 254+09.52 18INSTALL WATER SERVICE AND CURB STOPPER COB. STD. DWG. NO. 02660-6 (TYP.)JOINT RESTRAINT TABLEFITTINGSIZE (INCHES) RESTRAINED LENGTH (FT)NOTESTEE 8"X4" 1RESTRAINED LENGTH ISALONG BRANCH.GATE VALVE 8" 2845-DEGREE BENDS 8" 4 HORIZONTALWATER SERVICE TABLE1.5" SERVICE1.5" SERVICETOP OF PIPEELEVATION: 5008.14TOP OF PIPEELEVATION: 5006.37TOP OF PIPEELEVATION: 5005.88TOP OF PIPEELEVATION: 5005.68TOP OF PIPEELEVATION: 5005.95TOP OF PIPEELEVATION: 5006.04TOP OF PIPEELEVATION: 5006.92
BLDG #1BLDG #2ELEC ELEC ELECELECCOCOELECELECELECELECUGEUGEUGEUGEUGEUGE4''SS1.5''W4''SS4''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSSSS1.5''W4''SS4''SS1''W1''W4''SS1''W4''SS1''W4''SS1''W1''WBLDG #37BLDG #31BLDG #38BLDG #39BLDG #40BLDG #41BLDG #42BLDG #43BLDG #44BLDG #45BLDG #30BLDG #27CANTER AVENUEOS
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WPROPOSED 8" CLASS 51 DIP WATER MAINPROPOSED 8" SDR 35 PVC SEWER MAINTW: 22.20TW: 22.20TW: 22.20TW: 22.20TW: 18.50TW: 5020.30TW: 19.50TW: 21.90TW: 21.60TW: 21.40TW: 21.20TW: 20.55TW: 20.55TW: 20.55TW: 20.55TW: 18.40TW: 18.40TW: 19.900+001+002+003+004+004+90.019.5'11'STA 0+20.0 (0.0'R)EXISTING 8'' TEESTA 0+63.5 (0.0'L)8" GATE VALVESTA 1+89.5 (0.0'L)8" X 4" TEE W/FLxMJ 4" GATE VALVESTA 2+74.8 (0.0'R)8" X 4" TEE W/FLxMJ 4" GATE VALVESTA 4+00.5 (0.0'L)8" GATE VALVESTA 4+70.0 (0.0')EXISTING 8'' TEESTA 1+89.5 (9.6'R)INSTALL 9.0 OF 4" DUCTILE IRON PIPE W/ CAP AND BLOWOFFSTA 2+74.8 (9.6'R)INSTALL 9.0 OF 4" DUCTILE IRON PIPE W/ CAP AND BLOWOFFPROPERTY LINE30' PUBLIC UTILITY EASEMENT1.5" WATER SERVICEINSTALL CURB STOPPER COB. ST.D DWG.NO. 02660-6. (TYP.)INSTALL WATER SERVICE PER COB.STD. DWG. NO. 02660-6. (TYP.)5005501050155020502550305005501050155020502550300+505017.431+005017.225019.831+505016.635020.162+005016.665020.492+505017.625021.203+005018.195021.393+505018.505021.334+005018.555020.624+505019.245+008" X 4" TEE W/FLXMJ 4" GATE VALVEFL ELEV:5012.19STA 1+89.5 (0.0'L)8" X 4" TEE W/FLXMJ 4" GATE VALVEFL ELEV:5012.51STA 2+74.8 (0.0'R)8" GATE VALVEFL ELEV:5011.56STA 4+00.5 (0.0'L)8" GATE VALVEFL ELEV:5011.26STA 0+63.5 (0.0'L)337' OF 8" CL 51 DUCTILE IRON WATER MAIN, FITTINGS AND APPURTENANCESW/ V-BIO WRAP ENCASEMENT70' EXISTING DUCTILE IRONWATER MAIN44' OF EXISTINGDUCTILE IRONWATER MAINEXISTING 8'' TEEFL ELEV:5011.56STA 4+70.0 (0.0'R)EXISTING 8" TEEFL ELEV:5011.25STA 0+20.0 (0.0'L)PROPOSED 8" PVC SANITARY SEWER MAINREMOVE CAP AND BLOWOFF FROM EXISTING 8" WATERMAIN STUB. CONTRACTOR TO VERIFY DEPTH ANDNOTIFY ENGINEER OF ANY DISCREPANCIES.REMOVE CAP AND BLOWOFF FROM EXISTING 8" WATER MAINSTUB. CONTRACTOR TO VERIFY DEPTH AND NOTIFYENGINEER OF ANY DISCREPANCIES.PROPOSED GRADEEXISTING GRADEWATER SERVICE STA:0+83.68WATER SERVICE STA:1+32.18WATER SERVICE STA:1+71.83WATER SERVICE STA:1+85.31WATER SERVICE STA:2+14.84WATER SERVICE STA:2+57.57WATER SERVICE STA:2+78.96WATER SERVICE STA:3+01.42WATER SERVICE STA:3+35.51WATER SERVICE STA:3+98.51CROSSING SEWER SERVICE STA:1+41.23CROSSING SEWER SERVICE STA:3+23.04PROVIDE6.5' MIN.COVERC3.1PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PEWATER MAIN PLAN AND PROFILE - SOUTHERN DRIVE LANE03060FEETN7WATER MAIN PLAN AND PROFILE - SOUTHERN DRIVE LANE1SCALE: HORIZONTAL 1"=30' VERTICAL 1"=3'NOTE: WATER SERVICES ARE 1" COPPER UNLESS OTHERWISENOTED. SERVICES MAY BE NOT BE EXTENDED TO FULL LENGTH ATTHE TIME OF WATER AND SEWER MAIN INSTALLATION DUE TO SITECONSTRAINTS. SEE SITE PLAN SHEETS C4.0 AND C4.1 FOREXTENSION OF EXISTING WATER SERVICES.StationBuilding #0+83.68 381+32.18 391+71.83 401+85.31 012+14.84412+57.57422+78.96 023+01.42 433+35.51443+98.51 45WATER SERVICE TABLE2" WATER SERVICE2" WATER SERVICE2" SERVICE2" SERVICE1.5" SERVICETOP OF PIPEELEVATION: 5012.21TOP OF PIPEELEVATION: 5012.91TOP OF PIPEELEVATION: 5012.75TOP OF PIPEELEVATION: 5012.53TOP OF PIPEELEVATION: 5014.46TOP OF PIPEELEVATION: 5012.08
PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PEC4.0CONSTRUCTION DETAILSWATER SERVICE LINE DETAIL2SCALE: NTSTYPICAL UTILITY TRENCH DETAIL1SCALE: NTSSANITARY SEWER SERVICE LINE DETAIL4SCALE: NTSSANITARY SEWER AND STORM DRAIN MANHOLE DETAIL6SCALE: NTSWATER SERVICE LINE FROM CURBSTOP TO BUILDING (2" AND SMALLER)3SCALE: NTSSANITARY SEWER CLEANOUT DETAIL5SCALE: NTS8DEEP SANITARY SEWER LINE DETAIL8SCALE: NTSUTILITY PIPEBACKFILL MATERIALEXISTING GROUNDVARIESTYPE 2 TRENCH WIDTH4"12"TYPE I PIPE BEDDINGUTILITY PIPE TRENCH INSULATION9SCALE: NTS3" OF TYPE I BEDDINGCOVER TOP OF RIGIDINSULATION2" MIN. THICK RIGID EXTRUDEDFOAM BOARD INSULATION. SEEPLANS FOR REQUIREDTHICKNESS. USE FOAMULAR 600OR APPROVED EQUAL.DROP TYPE SANITARY SEWER MANHOLE DETAIL7SCALE: NTS
PROJECT NO:DATE:ENGINEER:REVISIONSDATENO. DESC.SHEETOF922002March 30, 2023ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 INFRASTRUCTURE PLANSCOTEETHAN LNo. 60593PEC4.1CONSTRUCTION DETAILSTHRUST BLOCKING FOR WATER MAIN VALVES2SCALE: NTSTHRUST BLOCK DETAIL1SCALE: NTSTYPICAL VALVE/TEE RESTRAINT3SCALE: NTS9WATER AND SEWER MAIN SEPARATION4SCALE: NTS