HomeMy WebLinkAbout019 Civil Utility Plan 1SANITARY SEWER MANHOLELIGHT POLEBURIED ELECTRIC LINECONTOUR (1 FOOT INTERVAL)BURIED TELEPHONE LINEGAS MAINFENCESANITARY SEWER MAINFIRE SERVICESANITARY SEWER SERVICECURB AND GUTTER (CATCH - COB STD. 02528-1)STORM DRAIN MANHOLEDRAINAGE SUMPSTORM DRAINCURB AND GUTTER W/DRIVEWAY OPENINGBURIED FIBER OPTICROOF DRAIN SUMPIRRIGATION DITCHEDGE OF ASPHALTLEGEND-PROPOSEDJOINT UTILITY TRENCH4" THICK CONCRETE SIDEWALK (6,176 SF)ADA TRUNCATED DOMESSIGNASPHALT (51,310 SF)6" THICK CONCRETE SIDEWALK (1,467 SF)CURB AND GUTTER (SPILL - COB STD. 02528-1)IRRIGATION LINESLEEVEDRAINAGE INLET (CURB BACKED LID)DRAINAGE SUMP (CURB BACKED LID)ROOF DRAIN LINEBUILDING (35,683 SF)WATER SERVICEOPEN SPACE (22,036 SF)SNOW STORAGEFIRE HYDRANTGATE VALVE WITH BOX2" MAPLE2" MAPLE2" MAPLE2" MAPLE2" MAPLE2" MAPLE2" MAPLE2" MAPLE8" ASPEN 6
' DRIP3WEST END
24"
CPP
INV
4.51
'SOUTH END
24"
CPP
INV
4.49
'EAST END 8" PVC INV 6.66'NORTH END
10"
PVC
INV
10.0
5'SOUTH END 10"
PVC
INV 10
.01
'WEST END
10"
PVC
INV
9.91
'NORTH END 10" PVC
INV 9
.34
'SOUTH END
10"
PVC
INV
9.31
'SAN SEW MANHOLERIM ELEV = 4746.59'INV CTR = 4737.30'INV N OUT = 4737.29'SAN SEW MANHOLERIM ELEV = 4747.69'INV CTR = 4737.75'INV N OUT = 4737.74'INV W IN = 4737.76'SAN SEW MANHOLERIM ELEV = 4745.92'INV E OUT = 4739.19'NORTH 14TH AVE
NORTH 15TH AVE
6" SEWER SERVICE (TYP OF 3)PATRICK STREETTSCHACHE LANE10.0' UTILITYEASEMENT/FRONT SETBACK10.0' UTILITYEASEMENT/REAR SETBACK10.0' UTILITY EASEMENT10.0' UTILITYEASEMENT/FRONT SETBACK4
7
4
3474247
4
2
47
4
3
474
4
47
4
5
47
4
6
4744
47434743 4744 4743
47434743474347424743474247424743
4743
N0SCALE - FEET30306014TH & PATRICK AFFORDABLE HOUSING
BOZEMAN, MONTANA22-12-13MAY 26, 2023PROJECT:SHEET REVISIONS:NO. DESCRIPTION DATEWGMGROUPWWW.WGMGROUP.COMFILE: W:\Projects\221213\20 Data\CAD\01 Design\221213_UT.dwgSURVEYED:DESIGN:DRAFT:APPROVE:DATE:LAYOUT:UTILITY PLAN
C3.2C&H ENGINEERINGEVRDEB/TNSMAMC3.2PLUG EXISTING SANITARYSEWER SERVICE &ABANDON IN PLACEBURIED ELECTRIC, GAS, &COMMUNICATIONSSERVICE EXTENSIONBURIED ELECTRICSERVICE EXTENSIONPLUG EXISTING SANITARYSEWER SERVICE &ABANDON IN PLACE8" SS SERVICE EXTENSION(SEE SHEET C3.3)REMOVE BLOW OFF &CONNECT 8" WATER MAINTO EXISTING GATE VALVEELECTRIC & GAS METER SCREENINGENCLOSURE (TYP. 2 - SEE BUILDING &MEP PLANS)FIRE HYDRANT ASSEMBLY(COB STD 02260-4)8" DI WATER MAIN(SEE SHEET C3.4)MECHANICAL ROOM (SEE BUILDING& MEP PLANS FOR ROOMDIMENSIONS & DEPTHS. SEEPLUMBING PLANS FORCONTINUATION & METER DETAILSFOR WATER SERVICES.)1)DRY UTILITY MAIN LINES AND SERVICE EXTENSION ROUTES ARE APPROXIMATE. FINALDESIGN AND INSTALLATION OF MAIN LINES AND SERVICE EXTENSIONS SHALL BE PROVIDEDBY THE RESPECTIVE UTILITY PROVIDER.2)SERVICE LOADS AND REQUIREMENTS FOR DRY UTILITIES SHALL BE COORDINATED ANDCONFIRMED WITH BUILDING MEP CONSULTANT.3)TAPPING SLEEVES AND VALVES SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR.WET TAPS SHALL BE MADE BY CITY WATER DEPARTMENT WITH COST PAID BYCONTRACTOR.4)DRY UTILITIES SHALL BE INSTALLED THROUGH SCHEDULE 40 PVC SLEEVES ACROSS PAVEDAREAS. CONTRACTOR SHALL COORDINATE SIZE AND NUMBER OF SLEEVES WITH UTILITYPROVIDERS NECESSARY TO ACCOMMODATE FACILITIES.5)GROUNDWATER IS LIKELY TO BE ENCOUNTERED DURING EXCAVATION FOR PROPOSEDUTILITY LINES AND STRUCTURES. CONTRACTOR SHALL IMPLEMENT GROUNDWATERCONTROL MEASURES, AS NECESSARY, AND THEY SHALL OPERATE CONTINUOUSLY DURINGINSTALLATION OF NEW WATER AND SEWER FACILITIES UNTIL FINAL GRADE OR PAVINGSUBGRADE IS ESTABLISHED AND COMPACTED.6)CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE REQUIRED GENERAL PERMITFOR CONSTRUCTION DEWATERING FROM DEQ AS WELL AS PROVIDING A DEWATERINGPLAN AND MAINTAINING OPERATIONS IN ACCORDANCE WITH THE PERMIT.GENERAL CONSTRUCTION NOTES: (THIS SHEET)30' WATER PIPELINE &ACCESS EASEMENT8" DI FIRE SERVICE(SEE SHEET C3.5)6" DI DOMESTICWATER SERVICE(SEE SHEET C3.5)SITE STORM DRAIN(SEE SHEETS C3.0 & C3.1)1COB SP COMMENTS8/22/23WATER MAIN/SRVC