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HomeMy WebLinkAbout4192025 C501 Water P&P 2021-05-248''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''SS8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''SS 8''SS 8''SS8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS'.STORM STORM STORM T STORM STORM STORM8''W8''WWS W W W W WWWWWW WSFIREWSSS SS SS SS SSSSSSWWWSS SS STORM T STORM SD SD SD SD SS FIREDYH8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''SS8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''SS 8''SS 8''SS8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS'.STORM STORM STORM T STORM STORM STORM8''W8''W10' FRONTYARD SETBACK 15' FRONTYARD SETBACK 10' P.U.E. 10' P.U.E. 10' P.U.E. 20' REARYARD SETBACK 10' SIDEYARD SETBACK 50' WATER COURSE SETBACK 60' RIGHT OF WAY 60' RIGHT OF WAY 10.00' UTILITY EASEMENT (TYP) 32.00' WIDE PUBLIC WATER & SEWER EASEMENT 10.0' MIN SEPARATION -0+500+001+002+003+00 4+005+006+007+007+8647434745 4744 47424741 47 4 3 474 3 474347 4 34742 47444743 4745 4742474547474748 4749 4748474 7 4746474532.00' WIDE PUBLIC WATER & SEWER EASEMENT 30.00' WIDE PUBLIC WATER & SEWER EASEMENT 4720 4730 4740 4750 4760 4720 4730 4740 4750 4760 FG-EG--0+50 FG-4743.81EG-4743.340+00 FG-4744.31EG-4743.19FG-4745.14EG-4743.411+00 FG-4745.31EG-4743.38FG-4744.88EG-4743.982+00 FG-4744.96EG-4744.12FG-4744.33EG-4743.673+00 FG-4743.20EG-4742.81FG-4742.69EG-4742.194+00 FG-4742.32EG-4741.82FG-4741.85EG-4741.525+00 FG-4742.52EG-4741.45FG-4742.68EG-4741.286+00 FG-4742.09EG-4740.62FG-4740.76EG-4740.157+00 FG-4741.10EG-4740.21FG-EG-8+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 510 10 20 2550 50 100 GENERAL NOTES 1. INSTALL WATER SERVICE LINE PER C.O.B. STD. DWG. NO. 02660-6 FOR THE WATER SERVICE ABIGA IL LANE REMOVE EX BLOW OFF ASSEMBLY AND CONNECT TO EX 8" DI PIPE WITH GATE VALVE EX. 8" WATER MAIN FINISHED GRADE EXISTING GRADE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C501 WATER P&P.DWG PLOTTED BY:CELINE SAUCIER ON Jun/04/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOULDER CREEK APARTMENTS 4192.025 MONTANA WATER MAIN PLAN AND PROFILE C501 CMS CMS MEE 8/10/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC COMMENTS 5/24/2021CMS 2 REVISION 2 - DRC COMMENTS 2/12/2021CMS BOZEMAN FFE = 4748.15 FFE = 4746.75 FFE = 4750.00 STA 0+12.22 8" 22.5° BEND 1.5" TYPE K COPPER WATER SERVICE STUB 4" DI FIRE SERVICE STUB WITH END CAP 1.5" TYPE K COPPER WATER SERVICE STUB 4" DI FIRE SERVICE STUB WITH END CAP 2" TYPE K COPPER WATER SERVICE STUB 4" DI FIRE SERVICE STUB WITH END CAP STA 2+46.76 8" 90° BEND 1.5" TYPE K COPPER WATER SERVICE 4" DI CLASS 51 FIRE SERVICE STA: 2+90.80 8"X6" TEE AND HYDRANT ASSEMBLY STA: 2+92.52 22.5° BEND STA:4+72.52 (1) 8" 45° BEND AND STA: 4+74.03 (1) 8" 22.5° BEND STA: 7+13.32 8" 22.5° BEND STA 7+28.05 REMOVE EX BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" DI PIPE WITH GATE VALVE STA 7+13.32 8" DI 22.5° BEND INV. 4732.40 STA 7+28.05 8" GATE VALVE INV. 4732.20 EX 8" WATER STUB VERIFY INV. PRIOR TO CONSTRUCTION STA 4+72.52 8" 45° BEND INV: 4733.80' STA 4+74.03 8" 22.5° BEND INV: 4733.80'STA 4+26.23 8"X4" TEE INV: 4734.06' 4" DI FIRE SERVICE STUB WITH END CAP 2" TYPE K COPPER WATER SERVICE STUB STA 2+92.52 8" 22.5° BEND INV: 4736.50' STA 2+90.80 8"X6" TEE AND HYDRANT ASSEMBLY INV: 4736.50' STA 2+86.51 8"X4" TEE INV: 4736.50' STA 2+46.76 8" 90° BEND INV: 4736.50' STA 1+45.64 8"X4" TEE INV: 4736.50' STA 0+12.22 8" DI 22.5° BEND INV: 4734.43' EX 8" WATER STUB VERITFY INV. PRIOR TO CONSTRUCTION STA 0+10.20 8" GATE VALVE INV: 4734.23' STA 3+50.00 8" GATE VALVE INV: 4735.82' SERCIVE CONNECTIONS (TYP) NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. BACKFILL AND COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. 6. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. 7. MAX DEFLECTION 8" DUCTILE IRON PIPE 5° PER FULL LENGTH PIPE. 8. ALL WATER SERVICES ARE TYPE K COPPER 9. ALL FIRE SERVICES ARE DI CLASS 51 PIPE. 8/10/20 3 3