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50'PETROLEUMEASEMENTohohohohohohohohohohohXXX|||||||||||petr opetropetropetr opetr oCCCCCFFFFFEX. 8" DIP WMohohohohohohohohohohohXXX|||||||||||petr opetropetropetr opetr oCCCCCFFFFFEX. 8" DIP WMBL 9142536BL 14123BL 121324BL 1512BL 1312COUNTY ROAD D EAST16+00SS>>>>>>>>>>>>>>>>>|||||||||||||||||||||||||||>>>>>>>>>>>>>> <br />STCB-5217 <br />STCB-5222 <br />STCB-5218 <br />STCB-5316 <br />STCB-5221 15" CL V RCP15" CL V RCP15" CL V RCP <br />15" CL V RCPBEGIN CONSTRUCTION <br />STA: 10+21.34 |10+00 11+00 12+00 13+00 14+00 <br />ohohohohohohohohohohohXXX|||||||||||petr opetropetropetr opetr oCCCCCFFFFFEX. 8" DIP WM>>| <br />>>>>>>>> <br />| <br />STMH-5218A <br />15" CL V RCP <br />15" CL V RCP895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <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 />STCB-5221RIM: 908.46STA 12+01.84, 14.67' LT48" DIA CBMHINV: 904.17 (W)INV: 904.17 (S)- R-3067PVIS: 10+00.17 <br />PVIE: 907.26 PVIS: 10+45.00PVIE: 906.86PVIS: 10+24.42PVIE: 906.44HP: 11+33.29EL: 908.82HP: 12+99.65EL: 908.964.00% <br />-0.60%0.69%-1.10% <br />2.00%-3.37% <br />PVIS: 11+00PVIE: 909.06AD: -4.60%K: 19.5790.00' VC <br />PVIS: 13+10PVIE: 909.15 <br />AD: -1.79%K: 50.3290.00' VCBVCS: 10+55BVCE: 907.26BVCS: 12+65BVCE: 908.84EVCS: 11+45EVCE: 908.79EVCS: 13+55EVCE: 908.66LP: 12+01.84EL: 908.57PVIS: 12+05PVIE: 908.43AD: 1.29% <br />K: 69.95 <br />90.00' VC <br />BVCS: 11+60BVCE: 908.70EVCS: 12+50EVCE: 908.7498' - 15" CL V RCP @ 0.30% <br />STMH-5218ARIM: 908.82STA 12+99.58, 12.12' LT48" DIA MHINV: 903.88 (N)INV: 904.51 (E)INV: 903.88 (S)- R-1733-BAPPROXIMATE 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 />119' - 15" CL V RCP @ 0.30% <br />STCB-5220RIM: 907.60STA 14+18.18, 12.33' LT48" DIA CBMHINV: 903.83 (W)INV: 903.53 (N)INV: 903.53 (E)- R-3067K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 10/24/2022 6:35:21 PMCG-107 <br />AS SHOWN SJH <br />JMSSJHNSCALE 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+20CG-108SCALE: <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 1MATCHLINE STA - <br />SEE SHEET - <br />15+50 <br />CG-115 <br />MATCHLINE STA - <br />SEE SHEET - <br />16+60 <br />CG-115 <br />FUTUREADDITION <br />FUTUREADDITION <br />CAUTION <br />BP HIGH PRESSURE <br />PETROLEUM PIPELINE <br />CROSSING <br />EXCAVATION WITHIN TWO FEET OF THE <br />BP HIGH PRESSURE PETROLEUM <br />PIPELINE (ABOVE, BELOW OR TO <br />EITHER SIDE) SHALL BE DONE BY HAND <br />OR BY OTHER NON-MECHANICAL <br />MEANS AS APPROVED BY BP <br />PERSONNEL WHO ARE ON-SITE AND <br />CAN REVIEW THE WORK. <br />REMOVE CASTING AND <br />REPLACE WITH R-2510 <br />BITUMINOUS PAVEMENT SECTION <br />SHOWN FOR BP CROSSING. SEE INSET <br />A ON SHEET CS-105 FOR DETAILS. <br />STREET & <br />STORM PLAN <br />AND PROFILE10/24/2022