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50'PETROLEUMEASEMENTohohohohohohohohohohohXXX|||||||||||petr opetropetropetr opetr oCCCCCFFFFFEX. 8" DIP WM60'ROWohohohohohohohohohohohXXX|||||||||||petr opetropetropetr opetr oCCCCCFFFFFEX. 8" DIP WM60'ROWBL 9142536BL 14123BL 121324BL 1512BL 1312COUNTY ROAD D EAST16+0010+00 11+00 12+00 13+00 14+00SS>>>>>>>>>>>>>|||||||||||||||||||||||||||>>>>>>>>>>>>>> <br />8" C900 PVC |||>>>>>||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||||SANMH-6 <br />SAN-STUB-1 <br />SANMH-7 <br />||>>||>>| <br />>>>>>>>> <br />|ohohohohohohohohohohohXXX|||||||||||petr opetropetropetr opetr oCCCCCFFFFFEX. 8" DIP WM60'ROWFIRST ADDITION <br />PHASING LINE <br />SAN-STUB-2 <br />>>HYD-1 <br />W-8 <br />WAT-STUB-2 <br />WAT-STUB-1 <br />W-2 <br />W-1 <br />CS-1 CS-2 <br />CS-7 CS-8 <br />CS-3 CS-4 CS-5 <br />CS-9 CS-12 <br />CS-10 CS-11 <br />CS-13 <br />CS-6 <br />STA: 10+23.47 <br />10.35' RT <br />CUT IN 8"X8"TEE WET TAP <br />W-32 <br />W-5 <br />HYD-2 <br />W-41 <br />W-42 <br />W-9 <br />>>>> <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />10+00 907.06907.710+50 908.54908.311+00 908.76909.311+50 908.57908.912+00 908.74909.012+50 908.96908.613+00 908.71908.213+50 908.16908.214+00 907.94908.114+20 <br />SANMH-6RIM: 908.95STA 13+10.40, 0.00'TYPE: 48" DIA.INV: 896.72 (W)INV: 896.72 (E)INV: 896.72 (N)INV: 896.62 (S)- R-1733SANMH-7RIM: 908.35STA 10+90.41, 0.00'TYPE: 48" DIA.INV: 897.60 (S)- R-17338" C900 PVC WMN <br />APPROXIMATE LOCATION OF BP HIGH PRESSURE <br />PETROLEUM PIPELINE. CONTRACTOR TO VERIFY WITH <br />BP FIELD STAFF EXACT DEPTH PRIOR TO EXCAVATION <br />AND PROVIDE DATA TO ENGINEER. CONTRACTOR TO <br />PROTECT STRUCTURAL INTEGRITY OF PIPELINE AT ALL <br />TIMES DURING CONSTRUCTION. <br />220' - 8" PVC SDR-35 SSWR @ 0.40%342' - 8" PVC SDR-35 SSWR @ 0.40% <br />7.5' MIN. COVER <br />K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 10/24/2022 6:43:56 PMCU-101 <br />AS SHOWN SJH/LCW <br />KWHSJH/LCWNSCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <br />VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)MATCHLINE STA -SEE SHEET -14+20CU-102SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF10/21/202259709STREET 1STREET 1CAUTION <br />BP HIGH PRESSURE <br />PETROLEUM PIPELINE <br />CROSSING <br />IF CONTRACTOR INSTALLS <br />PROPOSED WATERMAIN VIA <br />DIRECTIONAL BORING, BLIND <br />BORING IS NOT PERMITTED. <br />FUTUREADDITION <br />FUTUREADDITION <br />8"X8" WET TAP. CONTRACTOR TO <br />VERIFY LOCATION AND ELEVATION <br />EXCAVATION WITHIN TWO FEET OF THE <br />BP HIGH PRESSURE PETROLEUM <br />PIPELINE (ABOVE, BELOW OR TO EITHER <br />SIDE) SHALL BE DONE BY HAND OR BY <br />OTHER NON-MECHANICAL MEANS AS <br />APPROVED BY BP PERSONNEL WHO ARE <br />ON-SITE AND CAN REVIEW THE WORK. <br />STREET UTILITY <br />PLAN AND <br />PROFILE <br />BITUMINOUS PAVEMENT SECTION <br />SHOWN FOR BP CROSSING. SEE INSET <br />A ON SHEET CS-105 FOR DETAILS. <br />2.0' MINIMUM <br />NOTES: <br />1.CONTRACTOR TO INSTALL TRACER WIRE ON ALL <br />PLASTIC WATERMAIN AND SERVICES, IN <br />ACCORDANCE WITH MRWA SPECIFICATIONS. <br />CONTRACTOR TO EXTEND WATER SERVICE <br />TAIL 10' BEYOND ROW FOR NEW SERVICES <br />ON VANDERBIE. INSTALL PLUG AT END OF <br />SERVICE.10/24/2022