SEC 4, TP 16, RG 25, W6M PLAN KAP287 CANADIAN PACIFIC RAILWAY PLAN EPP4518 PLAN 5127 CLSR (PLAN KAP287) CANADIAN PACIFIC RAILWAY PLAN RR2006 CLSR PLAN EPP4518 PLAN EPP4518 K.D.Y.D. SEC 33, TP 15, RG 25, W6M K.D.Y.D. PID 014-562-863 SEC 33, TP 15, RG 25, W6M K.D.Y.D. TCH #1 (GAZETTED JANUARY 23, 1957) PLAN KAP287 CANADIAN PACIFIC RAILWAY PID 014-560-135 TCH #1 (GAZETTED JANUARY 23, 1957) TCH #1 (GAZETTED JANUARY 23, 1957) SEC 33, TP 15, RG 25, W6M K.D.Y.D. PIN 2601891? (N/A IN GATOR) SEC 32, TP 15, RG 25, W6M PLAN KAP287 CANADIAN PACIFIC RAILWAY PID 014-560-127 PLAN 5127 CLSR (PLAN KAP506M) PLAN KAP287 CANADIAN PACIFIC RAILWAY PID 014-560-119 PIN 2601921 PIN 2602121 PIN 2602251 PIN 2602251 PIN 2601501 SEC 33, TP 15, RG 25, W6M K.D.Y.D. PLAN KAP287 CANADIAN PACIFIC RAILWAY PID 014-562-863 PIN 2603161 SACKUM IR No 3 SACKUM IR No 3 SACKUM IR No 3 PID 013-855-468 PLANS 52532/52612 CLSR & KAP287 PIN 2601181 (SHOWN AS IR ADMIN AREA) (SHOWN AS IR ADMIN AREA) (SHOWN AS IR ADMIN AREA) PLAN RD2251A CLSR PLAN RD2251A CLSR APPROX ORIGINAL HWM PER PLAN 5127 CLSR (SHOWN AS EASEMENT AREA) SACKUM IR No 3 (SHOWN AS EASEMENT AREA) APPROX PRESENT HWM PER PLAN 5127 CLSR J J GRAVEYARD (PLAN KAP506M) PLAN 5127 CLSR (PLAN KAP506M) APPROX BOUNDARY PER PLAN EPP4518 APPROX BDY PER PLAN EPP4518 APPROX BDY PER PLAN EPP4518 APPROX BDY PER PLAN EPP4518 SEC 5, TP 16, RG 25, W6M K.D.Y.D. PID 028-088-425 PID 028-088-417 PID 028-088-409 LB388107 (HYDRO SRW) LB388107 (HYDRO SRW) J J APPROX BDY PER PLAN EPP4518 APPROX BDY PER PLAN EPP4518 PIN 2601181 PIN 2601181 PIN 2601891? (N/A IN GATOR) SEC 5, TP 16, RG 25, W6M K.D.Y.D. PT SW 1/4 SEC 4 WEST OF RW W-317L W-054R BIN WALL 4P 1T PO/ST 350 mm Ø PINE W-001L W-061R W-061R W-327 200 m R-022 POWER WIREHEIGHT = 8.04 m WIREHEIGHT = 14.97 m POWER WIREHEIGHT = 8.55 m TEL W-061R 4P 1T 4P 1T 4P 1T 200 mm Ø CORRUGATED PLASTIC L = 5.76 m INLET= 244.19 m OUTLET= 239.84 m 1000 mm Ø CSP TO STONE L = 66.92 m CSP INLET= 242.93 m STONE OUTLET= 224.85 m 900 mm Ø CSP L = 22.99 m INLET= 244.89 m OUTLET= 243.11 m 2100W x 1900D mm CONCRETE ARCH L = 21.77 m INLET= 234.49 m OUTLET= 228.23 m PLUGGED 450 mm Ø CSP L = 5.53 m INLET= 239.36 m OUTLET= 239.36 m 200 mm Ø CSP L = 6.44 m INLET= 231.06 m OUTLET= 227.98 m 200 mm Ø CSP L = 6.45 m INLET= 221.81 m OUTLET= 218.67 m 600 mm Ø CSP L = 25.70 m INLET= 209.50 m OUTLET= 208.14 m 150 mm Ø CSP L = 2.08 m INLET= 211.63 m OUTLET= 211.26 m 150 mm Ø CSP L = 6.21 m INLET= 211.45 m OUTLET= 207.72 m OIP OIP MON OIP Wt 1.26m Wt 0.015m TRANS CANADA HIGHWAY #1 TRANS CANADA HIGHWAY #1 4.69 Km UNREGISTERED SURVEY BY D.L. DODGE IN 2005 APPROX BDY PER PLAN EPP4518 RAILWAY LIGHTS LIMIT OF CONSTRUCTION STA. 104+00.000 LIMIT OF CONSTRUCTION STA. 112+00.000 N E 575243.842 614632.642 Ls Ɵs 50 1°11'19" N E 575492.707 614615.541 R ∆ ∆c AD 1 AD 2 ARC Es " " 1205.000 LT 16°04'31 14°53'12 194.859 170.472 313.083 11.999 N E 575660.530 614554.437 R ∆ AD ARC Ec " 1000.000 LT 0°55'53 8.129 16.257 0.033 N E 575757.350 614517.392 R ∆ ∆c AD 1 AD2 ARC Es " " 785.000 LT 13°47'52 11°58'23 95.537 119.440 164.043 5.792 Ls Ɵs 50 1°49'29" Ls Ɵs 60 3°39'26" N E 576093.176 614284.546 R ∆ ∆c AD ARC Es " " 470.000 RT 57°27'54 50°09'02 287.834 411.387 66.359 Ls Ɵs 60 3°39'26" Ls Ɵs 50 0°34'23" N E 576618.316 614504.531 R ∆ ∆c AD ARC Es " " 2500.000 RT 2°53'05 1°44'20 87.951 75.874 0.834 Ls Ɵs 50 0°34'23" N E 576748.558 614566.972 POT 100+00.000 356°04'08" 101 TS 100+54.593 102 103 104 SC 101+04.593 PI 102+49.452 CC 104+17.676 PI 104+25.805 105 CC 104+33.933 PI 105+29.470 106 CS 105+97.976 ST 106+47.976 325°15'52" 107 108 109 110 111 SC 107+09.354 PI 109+37.188 CS 111+20.741 ST 111+80.741 22°43'45" 112 113 114 TS 113+74.311 115 SC 114+24.311 PI 114+62.262 CS 115+00.185 ST 115+50.185 25°36'50" 116 POT 116+06.670 200 201 EXISTING METAL BIN WALL TS 106+49.354 L100J1 ALIGNMENT L100J1 ALIGNMENT L100J1 ALIGNMENT L100J1 ALIGNMENT L100J1 ALIGNMENT L300K1 ALIGNMENT L200J1 ALIGNMENT LIMIT OF CONSTRUCTION END of LEFT SIDE - CRB ADJUSTMENT and PAVEMENT REMOVAL LIMIT OF CONSTRUCTION BEGIN of LEFT SIDE - CRB ADJUSTMENT and PAVEMENT REMOVAL N E 575950.690 614459.190 N E 575907.231 614492.473 R ∆ AD ARC Ec " 40.000 LT 38°09'01 13.832 26.634 2.324 N E 575897.796 614529.209 R ∆ AD ARC Ec " 10.000 RT 95°39'29 11.040 16.695 4.895 N E 575871.377 614519.561 POT 201+19.473 142°33'14" BC 300+40.908 EC 300+67.542 PI 300+54.740 104°24'13" BC 300+80.599 EC 300+97.295 PI 300+91.639 200°03'42" 301 POT 301+14.380 POT 300+00.000= 0.6293 ha OLD R/W NOT REQ. 0.5866 ha OLD R/W NOT REQ. 0.0495 ha OLD R/W NOT REQ. 0.0020 ha OLD R/W NOT REQ. SIDE BORROW AREA - FLATTEN EXISTING SLOPES / DESIGN SLOPES VARY F BRITISH COLUMBIA 0 10 50m 1:1000 SIGNATURE DATE REVISIONS REV REG DRAWING NUMBER PROJECT NUMBER FILE NUMBER SCALE CAD FILENAME DATE MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE REV DESIGNED DATE SENIOR DESIGNER QUALITY CONTROL QUALITY ASSURANCE DRAWN DATE DATE DATE DATE HIGHWAY ENGINEERING AND GEOMATICS SOUTHERN INTERIOR REGION CAD FILENAME YYYY-MM-DD YYYY-MM-DD K.Aviss QC BY QA BY K.Aviss 2018-02-26 YYYY-MM-DD YYYY-MM-DD 2018-02-26 0776 23040-0001 2 ROLL 2 A ROLL PLAN - PROPOSED DESIGN TRANS CANADA HIGHWAY No.1 SACKUM OVERHEAD No.1491 REPLACEMENT and APPROACHES 100% DETAILED DESIGN DESIGN SOFTWARE 3D VIEW EAST SACKUM OVERHEAD No.1491 REPLACEMENT and APPROACHES TRANS CANADA HIGHWAY No.1 SITE LOCATION MAP