KM 450.0 - 451.4 SLIDE STABILIZATION AND SAFETY IMPROVEMENTS
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Public Services and Services Publics et
Procurement Approvisionnement
Canada Canada
Pacific Region région du Pacifique
KM 450.0 - 451.4 SLIDE STABILIZATION
AND SAFETY IMPROVEMENTS
ALASKA HIGHWAY, BC
ALASKA HIGHWAY
BRITISH COLUMBIA
ISSUED FOR TENDER
PROJECT No.
R.115165.001 MAY 11, 2021
PROJECT LOCATION PLAN DRAWING LOCATION PLAN Public Services and
Procurement Canada
Services publics et
Approvisionnement Canada
REAL PROPERTY SERVICES
Pacific Region
SERVICES IMMOBILIERS
FORT NELSON AIRPORT
Région du Pacifique
MON4521 ISSUED FOR TENDER
MUSKWA RIVER BRIDGE
GENERAL NOTES:
05
FORT NELSON
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
1
AL
C
METERS UNLESS NOTED OTHERWISE
AS
KA 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
HI
GH V ER LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
W RI 3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
C104
AY A
W AND SLOT DRAINS MAY BE DIRECTED BY THE
K
US DEPARTMENTAL REPRESENTATIVE DURING WORK
M PROPOSED ATV TRAILS 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
PE 0 6
PI
PE
BB
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Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C000-001 COVER & KEY PLAN.dwg [C001] June 13, 2021 - 9:01:16 pm (BY: HORWOOD, ANDREW)
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SCALE: 1:50,000 SCALE: 1:7,500
DRAWING INDEX LEGEND
LINETYPE (EXISTING) LINETYPE (PROPOSED) LINETYPE (EXISTING) LINETYPE (PROPOSED) Revision/
DRAWING DESCRIPTION Revision
Description/Description Date/Date
Client/client
C000 COVER PAGE
EDGE OF ACP
C001 PROJECT LOCATION PLAN, KEY PLAN, DRAWING INDEX, LEGEND & CONTROL MONUMENTS
C101 - C105 ATV TRAIL PLAN - PROFILE
5+100 Public Services and
CENTERLINE CENTERLINE OF ATV TRAIL ATV TRAIL DECOMMISSIONED ATV TRAIL
C106 ATV TRAIL CONNECTOR PLAN - PROFILE Procurement Canada
C107 ATV TRAIL HORIZONTAL ALIGNMENT GEOMETRY & DITCH LAYOUT DETAILS RIGHT OF WAY CONSTRUCTION EASEMENT CONCRETE BARRIERS CONCRETE BARRIERS
C201 INTERCEPTOR AND SLOT DRAINS SITE PLAN
C202 INTERCEPTOR DRAIN PROFILE WHITE LINE FENCE WELDED GALVANIZED FENCE
C203 INTERCEPTOR AND SLOT DRAIN SECTIONS SLOPE FAILURE
SHOULDER
C204 INTERCEPTOR DRAIN DETAILS
C301 ATV TRAIL TYPICAL SECTIONS TOP OF BANK TEMPORARY EXCAVATION - TOP OF CUT W-BEAM BARRIER Project title/Titre du projet
C302 - C303 RIPRAP DITCH DETAILS
C/F CUT / FILL LINE WATERLINE
C304 ATV TRAIL & CONCRETE BLOCK WALL DETAILS 350 5m CONTOUR
C305 CONCRETE BLOCK WALL ELEVATION VIEW SWAMP KM 450.0 - 451.4 SLIDE
LOCK BLOCK WALL
C306 CULVERT TYPICAL SECTIONS & DETAILS STABILIZATION AND SAFETY
C307 LOCKABLE REMOVABLE BARRIER AND SIGNAGE DETAILS GABION BASKETS
C308 WELDED GALVANIZED FENCE DETAILS
OVERHEAD POWERLINE IMPROVEMENTS
BRIDGE DECK
C309 PRECAST CONCRETE BARRIER DETAILS FIBER OPTIC CABLE ALASKA HIGHWAY, BC
C310 WELDED GALVANIZED RAILING DETAILS
CONTROL MONUMENT Approved by/Approuve par
C311 ATV TRAIL DITCH CROSSING DETAILS GAS LINE
G. WILKINS
C312 ATV TRAIL DECOMMISSIONING TYPICAL SECTIONS
WATER MAIN OIP IRON PIN Designed by/Concept par
XSEC-01 - 06 ATV TRAIL CROSS SECTIONS
A. HORWOOD / E. YANG
XSEC-07 ATV CONNECTOR TRAIL CROSS SECTIONS TREELINE POWER POLE
Drawn by/Dessine par
XSEC-08 CULVERT CROSS SECTIONS
DITCH DITCH A. DEEPWELL
LS LUMINARIES
PWGSC Project Manager/Administrateur de Projets TPSGC
PROJECT CONTROL MONUMENTS CULVERT CULVERT SIGN RELOCATED SIGN A. TAHERI
PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
INTERCEPTOR & SLOT DRAIN DP
DELINEATOR POST
POINT EASTING NORTHING ELEVATION DESCRIPTION
Client/client
SPIKE 1106 519,482.793 6,515,110.738 369.735 SPIKE FH
FIRE HYDRANT
Public Services and Procurement Canada
MON 4521 519,524.324 6,516,552.515 306.586 CONTROL MONUMENT
3 HORIZONTAL ALIGNMENT CURVE NUMBER Drawing title/Titre du dessin
NOTES:
BP BEGIN ALIGNMENT PROJECT LOCATION PLAN, KEY
1. ELEVATIONS ARE GEODETIC AND DERIVED FROM DUAL FREQUENCY CARRIER PHASE GPS. OBSERVATIONS
PROCESSED USING PWGSC CONTROL MONUMENTS AND POST PROCESSED POSITIONING BC BEGIN OF CURVE PLAN, DRAWING INDEX, LEGEND &
2. CONTROL POINT DATUM: NAD83 EC END OF CURVE CONTROL MONUMENTS
CONTROL POINT VERTICAL DATUM: CGVD 28
CONTROL POINT PROJECTION: UTM ZONE 10
3. BASE MAPPING SURVEY FROM APEX SURVEY SOLUTIONS LTD. PERFORMED OCTOBER 2017 AND JUNE 2018
4. CONTROL MONUMENTS NOT LISTED IN THE ABOVE TABLE SHALL NOT BE USED Project No./No. du Sheet/Feuille Revision no./
projet La Révision
5. THE CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. ANY no.
DAMAGE OCCURRING DURING CONSTRUCTION TO BE REPAIRED / REPLACED TO EQUAL OR BETTER CONDITION BY THE
CONTRACTOR AT NO COST TO THE CONTRACT
R.115165.001 C001 0
REALIGN EXISTING ATV TRAIL PERPENDICULAR TO HIGHWAY. LIMIT OF EXISTING NOTES: Public Services and Services publics et
N
ATV TRAIL DECOMMISSIONING TO BE CONFIRMED IN FIELD. SEE DETAIL ON C311 40
EXISTING ATV TRAIL TO BE DECOMMISSIONED. Procurement Canada Approvisionnement Canada
,4 1. ELECTRICAL CONDUIT AND CABLES BETWEEN LUMINAIRES NOT
519 SEE C312 FOR DETAILS
1.0 Ø BOULDERS. SEE DETAIL ON C311 SHOWN FOR CLARITY. CONTRACTOR TO VERIFY LOCATION
6,5
E REAL PROPERTY SERVICES
INSTALL WOOD POST & PRIOR TO CONSTRUCTION.
15,
CHECKERBOARD SIGN (W14 - 75x75) 2. SEE C107 FOR ATV TRAIL ALIGNMENT CURVE LAYOUT Pacific Region
200
N
GEOMETRY AND RIPRAP DITCH LAYOUT GEOMETRY. ,520 SERVICES IMMOBILIERS
INSTALL LOCKABLE REMOVABLE 519
Région du Pacifique
BOLLARDS. SEE DETAIL ON C307
6,5
E
35 349
15,
0 348 347 347 348 348
360
ISSUED FOR TENDER
362
361
360
9
N
35 8
35
357
35
35
0
35
48 35
35
35
19, 2 1
6
5
RIPRAP TRAIL AT EXISTING DITCH
4
3
5
CROSSING. SEE C311 FOR DETAILS
6,5
E
15,
LS
240
GENERAL NOTES:
STA. 5+056.000
START RIPRAP
SEE DETAIL 1 O
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
METERS UNLESS NOTED OTHERWISE
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
STA. 5+051 13.8m LONG - 600mm Ø CSP CULVERT EX. HWY CL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
INLET ELEV: 367.199 ALASKA HIGHWAY 3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
N 6,515,109.110
DITCH
N C302
START OF WELDED GALVANIZED AND SLOT DRAINS MAY BE DIRECTED BY THE
E 519,472.944
FENCE STA. 5+055.000 DEPARTMENTAL REPRESENTATIVE DURING WORK
OUTLET ELEV: 364.956
4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
N 6,515,119.893
D)
YE
E 519,464.628
VE
UR
LS
SHEET C102)
LS
NS
LS
CUT / FILL LINE
(U
LS
AN
PROPOSED GALVANIZED WELDED FENCE LS
PL
LS
LS
SE
LS
BA
F/C
D
MATCH LINE STA 5+355 (NEXT
F F
TE
5+100
FH
F
MA
DP
1
TI
2
ES
F/C 5+200 5+300
LS
3
F 4
C C
INSTALL LOCKABLE
SEE C304 FOR LAYOUT DETAILS
REMOVABLE BOLLARDS.
OIP SEE C307. EDGE OF ATV TRAIL
N 519,469.999 E 6,515,116.354 START LOCK BLOCK WALL HIGHWAY RIGHT-OF-WAY
N 519,472.960 E 6,515,115.355 STA. 5+086.336 O/S 1.5 BC HYDRO RIGHT-OF-WAY
368 367 366 36 36 36 36 360 359 358 357
N
5
36
353
3 2 1
354
LIMIT OF ATV T
35
35
20
4
6
5
9,5
TREE CLEARING. SEE C301 FOR DETAILS
51
6,5
E
15,
START TREE CLEARING
160
TEMPORARY EXCAVATION CUT LIMITS
FOR LOCK BLOCK WALL CONSTRUCTION.
AIL CONSTRUC R
SEE C304 FOR DETAILS
STA. 5+333
MATCH TO EX
N
0
,56
STA 5+045.925
519
SIK
N
6,5
E
N 6,515,107.25
0
,60
519
15,
E 519,468.579
ISTING ACP
AN
200
6,5
E
TION
15,
NI
280
RO
5
AD
370 370 360 360
18. LIMIT OF CONSTRUCTION
STA 5+045.925 EL 367.160
MATCH TO EXISTING ACP
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C101] May 18, 2021 - 11:13:22 am (BY: DEEPWELL, ANDREW)
STA 5+050.652
0 5 H 1:500 25m
PIVC 368.016
0 0.5 V 1:50 2.5m
368 368 358 358
%
091
Revision/
Description/Description Date/Date
Revision
Client/client
EVC 367.779
BVC 367.588
BVC 365.086
-1
Public Services and
0.0
STA 5+269.908
00
13 VC -6.0 Procurement Canada
PIVC 354.442
%
366 K3 366 356 22% 356
EVC 364.097
EXISTING GROUND @
EVC 356.412
HWY 97 CONTROL LINE
5 VC
KK0.2
0 EXISTING GROUND @
BVC 355.489
Project title/Titre du projet
HWY 97 CONTROL LINE
EXISTING GROUND @
ATV TRAIL CONTROL LINE
364 -4.8 364 354 354 KM 450.0 - 451.4 SLIDE
23% EXISTING GROUND @
STABILIZATION AND SAFETY
STA 5+086.622
PIVC 364.419
ATV TRAIL CONTROL LINE FINISHED GRADE @ ATV
TRAIL CONTROL LINE
IMPROVEMENTS
FINISHED GRADE @ ATV ALASKA HIGHWAY, BC
TRAIL CONTROL LINE 35 VC
K 33
EVC 353.212
Approved by/Approuve par
BVC 363.143
G. WILKINS
STA 5+175.139
362 362 352 352
PIVC 360.149
Designed by/Concept par
A. HORWOOD / E. YANG
-7.
080 Drawn by/Dessine par
% A. DEEPWELL
BVC 349.438
PWGSC Project Manager/Administrateur de Projets TPSGC
A. TAHERI
19 VC
PWGSC, Architectural and Engineering Resources Manager/
K9 Ressources Architectural et de Directeur d'Ingénierie, TPSGC
360 360 350 350 Client/client
EXISTING GROUND ELEVATION Public Services and Procurement Canada
@ ATV CONTROL LINE (TYP.) Drawing title/Titre du dessin
FINISHED GROUND ELEVATION ATV TRAIL
@ ATV CONTROL LINE (TYP.)
PLAN - PROFILE
124 VC
K 104 STA. 5+040 TO STA. 5+355
PIVC 348.763
STA 5+350.128
5+040 5+100 5+200 5+300 5+355
367.081
365.081
355.031
357.434
353.720
352.312
349.480
363.773
362.806
361.809
360.773
359.699
358.585
356.243
350.896
348.536
362.51
350.01
359.84
355.44
354.02
366.28
364.57
363.75
363.13
361.47
359.08
357.77
356.55
352.88
350.88
348.98
367.160
367.160
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C101 0NOTES:
N
0 Public Services and Services publics et
1. ELECTRICAL CONDUIT AND CABLES BETWEEN LUMINAIRES NOT ,60
519 Procurement Canada Approvisionnement Canada
SHOWN FOR CLARITY. CONTRACTOR TO VERIFY LOCATION REMOVE & DISPOSE OF 4.0 LENGTH
6 ,5
E
PRIOR TO CONSTRUCTION. OF CULVERT AND BACKFILL WITH REAL PROPERTY SERVICES
15,
327
328
330
329
EXISTING ATV TRAIL TO BE DECOMMISSIONED. 33 33 33
2. SEE C107 FOR ATV TRAIL ALIGNMENT CURVE LAYOUT 1
5
33 2 CRUSHED BASE GRAVEL Pacific Region
340
3
60
341
335
4
342
GEOMETRY AND RIPRAP DITCH LAYOUT GEOMETRY. SEE C312 FOR DETAILS SERVICES IMMOBILIERS
343
6
33
344
337
REMOVE & DISPOSE OF 7.0 LENGTH
345
Région du Pacifique
338
339
346 OF CULVERT AND BACKFILL WITH
CRUSHED BASE GRAVEL
ISSUED FOR TENDER
N
0
,64
STA. 5+500.000
START IMPERVIOUS
SEE DETAIL 2 ON C3
519
END RIPRAP DITCH
SEE DETAIL 1 ON C3
PROPOSED SHOULDER
6 ,5
E RECONSTRUCTION. SEE C302
15,
SEE TYP VIOUS FILL DIT
END IM
600
SEE DET ERCEPTOR DRA
S T A RT
STA. 5+6
GENERAL NOTES:
P
N
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
ICAL
IN
E
0
,60
AIL 3 ON
R
31.200
T
519 METERS UNLESS NOTED OTHERWISE
02
FILL DITCH
02
S
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
6 ,5
E
E C
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
15,
PROPOSED GALVANIZED WELDED FENCE
T
C3 0 2
IO
480
DAYLIGHT OF CUT/FILL LS LS 3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
N A ON
LS AND SLOT DRAINS MAY BE DIRECTED BY THE
LS
DEPARTMENTAL REPRESENTATIVE DURING WORK
CH
IN
C203
4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
LS LS
LS
(NEXT SHEET C103)
XT SHEET C101)
5+500
7 5+600
C/F
F 8
F F
F F 5+400 6
MATCH LINE STA 5+355 (NE
9
SEE C304 FOR LAYO
5
680
C F/C
F/ F/C
MATCH LINE STA 5+
C/F
END LOCK BLOCK
STA. 5+498.465 O/S
SEE C301 FOR DETAILS
C C
SEE C304
TREE CLEARING.
33
TEMPORARY EXCAVATION 2
333 C C
SEE C304 FOR LAYO
INTERCEPTOR & SLOT DRAIN
START LO
- TOP OF CUT HIGHWAY RIGHT-OF-WAY (TYP.) SEE C203 FOR DETAILS 334
OIP
UT DETAILS
MH 335
STA. 5+396
FOR LAYO
BC HYDRO RIGHT-OF-WAY Tel 33
SEE C304 FO
END LOCK BLOCK
6
STA. 5+360.355 O/S
33
WALL
7
CK BLOCK
33
1.5
8
START LOCK
33
9
.671 O/S 1.5
UT DETAIL
STA. 5+660.14
34
UT DETAILS
R LAYOUT D
0
WALL
34
1
WALL
BLOCK WALL
S
1.5
34
350
349
2
3 O/S 1.5
347 34 34
34
34
ETAILS
6 5 4
8
34
N
3
0
,64
519
N
0
,68
6,5
E
519
N
1
5,4
0
,72
6,5
E
519 STA. 5+659 9.0m LONG - 600mm Ø CSP CULVERT
0
N
1
0
5,4
INLET ELEV: 328.553 0
,76
6,5
E
519
8
STA. 5+381 15.2 LONG - 800mm Ø CSP CULVERT N 6,515,663.673
15,
0
6,5
INLET ELEV: 345.575 E
560
E 519,719.675
15,
N 6,515,407.129 OUTLET ELEV: 327.749
640
E 519,608.370 N 6,515,670.371
OUTLET ELEV: 345.390 E 519,713.698
N 6,515,418.847
E 519,598.691
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C102] May 18, 2021 - 11:13:33 am (BY: DEEPWELL, ANDREW)
0 5 H 1:500 25m
0 0.5 V 1:50 2.5m
EXISTING GROUND @
EVC 348.294
350 350 342 HWY 97 CONTROL LINE 342 336 336
STA 5+377.362
Revision/
Description/Description Date/Date
PIVC 347.425
Revision
Client/client
FINISHED GRADE @ ATV EXISTING GROUND @
Public Services and
-4.9 15 VC
11% TRAIL CONTROL LINE HWY 97 CONTROL LINE Procurement Canada
BVC 346.449
EVC 332.439
K4
348 348 340 340 334 334
EXISTING GROUND @
HWY 97 CONTROL LINE
FINISHED GRADE @ ATV
TRAIL CONTROL LINE
BVC 347.840
EVC 345.246
BVC 331.173
-9
.85 Project title/Titre du projet
3% EXISTING GROUND @ 16 VC
EVC 339.154
EXISTING GROUND @ ATV TRAIL CONTROL LINE K6
EVC 330.439
STA 5+644.494
ATV TRAIL CONTROL LINE -6. KM 450.0 - 451.4 SLIDE
PIVC 330.224
346 346 338 338 332 126 332
-6.
EVC 346.593
57 %
STABILIZATION AND SAFETY
BVC 335.885
-6. 5%
1 89% FINISHED GRADE @ ATV IMPROVEMENTS
TRAIL CONTROL LINE
ALASKA HIGHWAY, BC
PIVC 345.710
STA 5+394.768
17 VC EXISTING GROUND @
K3 -3.30
5% ATV TRAIL CONTROL LINE Approved by/Approuve par
BVC 345.162
G. WILKINS
STA 5+450.697
PIVC 342.249
344 344 336 336 330 330
STA 5+630.212
PIVC 330.696
Designed by/Concept par
A. HORWOOD / E. YANG
BVC 330.435
Drawn by/Dessine par
54 VC A. DEEPWELL
EVC 329.786
K 121 PWGSC Project Manager/Administrateur de Projets TPSGC
A. TAHERI
13 VC PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
K4 -6.
342 342 334 334 328 86328 Client/client
3%
Public Services and Procurement Canada
Drawing title/Titre du dessin
PIVC 334.101
STA 5+574.630
ATV TRAIL
PLAN - PROFILE
94 VC
K 244 STA. 5+355 TO STA. 5+680
5+355 5+400 5+460 5+500 5+580 5+600 5+680
333.792
331.322
348.536
348.278
347.116
345.393
344.143
342.884
341.608
340.316
339.008
337.693
336.378
335.070
332.547
330.368
329.160
327.787
337.01
336.21
348.98
348.19
345.34
345.92
344.76
343.60
342.44
340.36
334.80
333.58
332.28
330.94
329.40
328.90
328.49
338.35
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C102 0314 NOTES:
N
0 Public Services and Services publics et
6
9,7 1. ELECTRICAL CONDUIT AND CABLES BETWEEN LUMINAIRES NOT 303 Procurement Canada Approvisionnement Canada
51
N
315 2 0 SHOWN FOR CLARITY. CONTRACTOR TO VERIFY LOCATION 304
9,7
6,5
51 E 30 305 REAL PROPERTY SERVICES
PRIOR TO CONSTRUCTION.
N
15
80 6
,6 307ATV TRAIL ALIGNMENT CURVE LAYOUT
6 ,5
Pacific Region
,8 8
519 316 E 2.30 SEE C107 FOR
309 8
15
0
310 GEOMETRY AND RIPRAP DITCH LAYOUT GEOMETRY. SERVICES IMMOBILIERS
6 ,5
,80
E 317 311
312
15
0
Région du Pacifique
,72
318
0
N
319 00
9,8
51
ISSUED FOR TENDER
N
F 320 60 EXISTING ATV TRAIL TO BE DECOMMISSIONED.
9,7
6,5
51 E SEE C312 FOR DETAILS
321
15
C312
6,5
,92
322 E
15
0
323
,84
0
324
GENERAL NOTES:
T C104)
325
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
326 02
17- 01 METERS UNLESS NOTED OTHERWISE
03 BH 17-
EXT SHEE
7- BH
BH1 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
SEE TY
END IN IL 1 ON C302
SEE DE RAP DITCH
START
3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
STA. 5
(N
IL AND SLOT DRAINS MAY BE DIRECTED BY THE
PROPOSED SHOULDER RA
0
=
PICAL
T
T DEPARTMENTAL REPRESENTATIVE DURING WORK
0
IL .390 OR
+
TA
E
RIP
0
786.390
RECONSTRUCTION. SEE C302
R
A
+
END OF WELDED FENCE STA. 5+897.000 EX. HIGHWAY CENTERLINE 3 T 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
TR 1 C
C
6
V 6+0 NNE 000
EPTOR
E STA
S
T
A A. O 00.
EC
ST V C 0+0 .593
T
4
AT A. ,973
IO
MATCH LIN
7-0
LS 1
DRAIN
BH
ST 515
N A ON
MATCH LINE STA 5+680 (NEXT SHEET C102)
PROPOSED PRECAST 6,
N
05
LS ALASKA HIGHWAY
17- CONCRETE BARRIER - 810 mm
BH
C20
LS
3
F F LS LS /F
326
5+700 LS C 6+000C
327 F/C 5+900 LS
10 17
328 15 16
329 F F
C
C/F 14
330 5+800
331 C/F 11
C C
332 REMOVE & DISPOSE OF 12 13 1
OIP
SEE C3
TREE CLEARING. SEE
EXISTING PIEZOMETER C306
C301 FOR DETAILS
333
F/C C/F
HIGHWAY RIGHT-OF-WAY
04 F
N
334 PROPOSED GALVANIZED WELDED FENCE 80
EN
BC HYDRO RIGHT-OF-WAY 9,8
STA. 5+
51
O
D
R
335 305
L
6,5
O
L
E 306
A
C
15
YOUT D
K BLOC
336 STA. 5+885 8.1m LONG - 1400mm Ø CSP CULVERT
784.342
307
,92
N
WITH INLET & OUTLET CONCRETE HEADWALLS 308
0
60
SEE C304 FOR LAYOUT DETAILS
SEE C304 FOR LAYOUT DETAILS
9,7 INLET ELEV: 312.606 309
51
ETAILS
K WALL
O/S 1.5
337 N 6,515,856.294 310
6,5
START LOCK BLOCK WALL
E
E 519,828.542
15
END LOCK BLOCK WALL
STA. 5+873.167 O/S 1.5
,68
STA. 5+856.677 O/S 1.5
338
OUTLET ELEV: 311.577
31
0
1
END TREE CLEARING
N 6,515,862.388
E 519,833.786
N
40
9,8 SEE C306 FOR DETAILS 31
51 2
STA. 5+821.5
6,5
E
31
15
PROPOSED DITCH. SEE C302 FOR DETAILS 3
,80
0
TEMPORARY TOP OF CUT FOR LOCK
BLOCK WALL CONSTRUCTION
N
40
9,8
51
6,5
E
15
,7
60
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C103] May 18, 2021 - 11:13:43 am (BY: DEEPWELL, ANDREW)
330 330 0 5 H 1:500 25m
STA 5+803.512 0 0.5 V 1:50 2.5m
BVC 313.267
PIVC 319.112
EXISTING GROUND @ 20 VC
328 328 320 HWY 97 CONTROL LINE 320 314 K7 314
FINISHED GRADE @ ATV
TRAIL CONTROL LINE Revision/
EVC 311.601
Description/Description Date/Date
Revision
Client/client
15 VC
BVC 317.027
Public Services and
STA 5+724.019
EXISTING GROUND @
PIVC 324.766
K4 HWY 97 CONTROL LINE
Procurement Canada
326 EXISTING GROUND @ 326 318 318 312 312
FINISHED GRADE @ ATV
HWY 97 CONTROL LINE EVC 315.998 EXISTING GROUND @
TRAIL CONTROL LINE
-9.
PIVC 312.286
STA 5+910.255
BVC 315.772
39 VC ATV TRAIL CONTROL LINE
01
STA 5+953.290
K 21 3%
PIVC 309.340
BVC 325.882
EXISTING GROUND @ 27 VC -6.
ATV TRAIL CONTROL LINE K9 84 Project title/Titre du projet
5%
EVC 317.342
EVC 314.837
STA 5+887.317
BVC 308.714
PIVC 314.537
FINISHED GRADE @ ATV
TRAIL CONTROL LINE -4.9 KM 450.0 - 451.4 SLIDE
324 324 316 17% 316 310 310
STABILIZATION AND SAFETY
PIVC 316.361
STA 5+834.036
IMPROVEMENTS
33 VC -7.
-2.067% 11
7%
EXISTING GROUND @ ALASKA HIGHWAY, BC
BVC 309.682
EVC 323.610
K 130 ATV TRAIL CONTROL LINE
Approved by/Approuve par
-7.
STA 5+859.402
PIVC 315.114
G. WILKINS
11
EVC 308.984
3% -9314 308
322 322 314 .81 308 Designed by/Concept par
BVC 314.644
A. HORWOOD / E. YANG
3% 10 VC
Drawn by/Dessine par
K 37 A. DEEPWELL
EVC 314.028
PWGSC Project Manager/Administrateur de Projets TPSGC
A. TAHERI
PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
320 320 312 312 306 306 Client/client
Public Services and Procurement Canada
BVC 320.510
10 VC
Drawing title/Titre du dessin
K1
ATV TRAIL
PLAN - PROFILE
STA. 5+680 TO STA. 6+000
5+680 5+700 5+800 5+900 6+000
316.071
317.624
313.292
307.524
327.787
326.415
325.037
323.630
322.207
320.785
319.299
315.189
314.688
311.619
310.250
308.863
306.396
318.91
312.81
309.71
307.31
328.49
326.89
325.06
323.88
322.48
320.75
317.34
315.50
315.45
312.35
311.30
308.53
306.26
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C103 0R
SS S
C CE ETAIL
A D
NG FOR
STI
EXI C312
NOTES: SEE
Public Services and Services publics et
N
1. ELECTRICAL CONDUIT AND CABLES BETWEEN LUMINAIRES NOT Procurement Canada Approvisionnement Canada
SHOWN FOR CLARITY. CONTRACTOR TO VERIFY LOCATION E
519,8
00
3
PRIOR TO CONSTRUCTION. REAL PROPERTY SERVICES
30
6,516
2. SEE C107 FOR ATV TRAIL ALIGNMENT CURVE LAYOUT EX EXACT LOCATION TO BE ADJUSTED TO SUIT EXISTING Pacific Region
.H UTILITIES & TREELINE BY THE DEPARTMENTAL
GEOMETRY AND RIPRAP DITCH LAYOUT GEOMETRY. IG
,120
HW REPRESENTATIVE ON SITE. SEE DETAIL 4 ON C312
SERVICES IMMOBILIERS
AY
N
CE Région du Pacifique
N E
302
TE 519,8
R LIN 4 0
6,516
ISSUED FOR TENDER
E
N
E
,000
N
519,8
E 00
6,516
519,8
3)
40
10
R
30
6,516
RIE
TC
,
2
200
B A R
EE
LS ED GENERAL NOTES:
,040
OS
SH
P
ATV TRAIL RO 1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
XT
O FP METERS &
)UNLESS NOTED OTHERWISE
NE
STA. 6+013.390 = D
EN E (2 S.
(
ATV CONNECTOR TRAIL 04 TO 2. THEO SCONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
N TAIL
00
303 3
4 IGN LLLOCATION
+0
C STA. 0+000.000 S U
B OR D E OF ALL UTILITIES PRIOR TO CONSTRUCTION
G
6
6+ TIN ETE3. 09 FTHE
TA
N 6,515,973.593
C312 I S R LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
00 EX NC E C3
ES
0 C/F E 519,881.104 304 T
A 30 E 5 C O E AND SLOT DRAINS MAY BE DIRECTED BY THE
LOC AST (2). S
LIN
E E C DEPARTMENTAL REPRESENTATIVE DURING WORK
C
F R PR RRIER
H
F D
TC
EXISTING ATV TRAIL TO BE DECOMMISSIONED. E A 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
OS ON B
OP
MA
3
N
30 I
SEE C312 FOR DETAILS PR NSIT
30
0
E
5
A
0+00
R
C/F
519,8 T
105)
OIP LS 40 6
30
6,516
304
ET C
18
,160
HE
LS 306
XT S
5
MAT 305
CH L 304
22
NE
INE C312 PROPOSED PRECAST CONCRETE BULL NOSE (2) &
OIP S TA 0 305 F F 303
260 (
+010 TRANSITION BARRIER (2). SEE C309 FOR DETAILS.
(SEE 305 302
SHE
A 6+
ET C 301
106) LS
GE 300
E ST
305 D ED
304 LS E
2
C/F OS RAIL
31
OP
IN
304
PR ATV T
CH L
C306 R
19 OF RIE
6+100 LS 303 B AR ILS.
MA T
E
303 LS 6+22100 302
O
SID
AD OR D
ETA
F/C 301 R 9F
TE 0
RE O C3
END STA. 6
START
20 300 N C T
302 299 F CO FER
F AST D. RE
RIP +040
301 C
298 RE LE
START P
DAYLIGHT OF CUT/FILL
WELD
300 m P STAL
R
RELOCATE EXISTING SIGN TO
A
0 m
N
299 81 BE IN
P D .000
SEE DETAIL 4 END OF PROPOSED BARRIER
E TO
ED
ITC 519,9 ON C309
RECAST
20
GALVA
H
6,516
OIP
N
STA. 6+2 ETE BARRIER
E
STA. 6 AILING
,000
N
519,8
CONCR
IZED R
80
6,516
+220.8
01.000 O
,200
N
80
E
519,8
/S 2.6 m
80
6,516
32
,240
-WAY
RIGHT-OF
HIGHWAY
N
-WAY ATV TRAIL THROUGH WETLAND UNSURVEYED.
H Y D R O RIGHT-OF E
B C 519,9
20 LIMITS SHOWN ARE APPROXIMATE.
6,516
,120
N
F/C
E
519,9
20
6,516
N
CTIO
,160
U
S TR 1.701
N 1
I L CO A 0+1
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C104] May 18, 2021 - 11:13:54 am (BY: DEEPWELL, ANDREW)
0 5 H 1:500 25m
A ST
TR
A TV 0 0.5 V 1:50 2.5m
IT OF
LIM
310 310
Revision/
Description/Description Date/Date
Revision
Client/client
Public Services and
Procurement Canada
308 308
Project title/Titre du projet
EXISTING GROUND @
EVC 304.591
HWY 97 CONTROL LINE
306 306 KM 450.0 - 451.4 SLIDE
135 VC FINISHED GRADE @ ATV 50 VC
STABILIZATION AND SAFETY
BVC 303.935
EVC 303.929
K 19 TRAIL CONTROL LINE K 19
% IMPROVEMENTS
EXISTING GROUND @
2.620
ATV TRAIL CONTROL LINE ALASKA HIGHWAY, BC
BVC 305.478
Approved by/Approuve par
G. WILKINS
304 0.007% 304 Designed by/Concept par
A. HORWOOD / E. YANG
Drawn by/Dessine par
A. DEEPWELL
STA 6+196.471
PIVC 303.936
STA 6+029.375
PIVC 303.925
PWGSC Project Manager/Administrateur de Projets TPSGC
A. TAHERI
PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
302 302 Client/client
Public Services and Procurement Canada
Drawing title/Titre du dessin
ATV TRAIL
PLAN - PROFILE
STA. 6+000 TO STA. 6+260
6+000 6+020 6+040 6+060 6+080 6+100 6+120 6+140 6+160 6+180 6+200 6+220 6+240 6+260
303.931
306.396
305.480
304.283
304.002
303.930
303.932
303.934
303.954
304.149
304.553
305.077
305.598
304.775
303.61
306.26
305.42
304.27
303.93
303.83
303.90
304.70
305.18
304.75
303.65
303.65
304.15
304.45
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C104 0NOTES: Public Services and Services publics et
1. ELECTRICAL CONDUIT AND CABLES BETWEEN LUMINAIRES NOT Procurement Canada Approvisionnement Canada
SHOWN FOR CLARITY. CONTRACTOR TO VERIFY LOCATION
PRIOR TO CONSTRUCTION. G REAL PROPERTY SERVICES
2. SEE C107 FOR ATV TRAIL ALIGNMENT CURVE LAYOUT C31 Pacific Region
GEOMETRY AND RIPRAP DITCH LAYOUT GEOMETRY. 2 SERVICES IMMOBILIERS
304 Région du Pacifique
303
EXISTING ACCESS ROAD TO BE DECOMMISSIONED.
SEE C312 FOR DETAILS
E ISSUED FOR TENDER
N
51
9,
72
6,
5
0
16
,2
GENERAL NOTES:
80
E EXISTING W-BEAM BARRIER TO REMAIN 1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
305
N
DECOMMISSION ATV TRAIL TO WITHIN METERS UNLESS NOTED OTHERWISE
51
9, 3m OF EXISTING GRAVEL ROAD 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
6,
80 H
51
0 LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
6
C312
,2
3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
00
E AND SLOT DRAINS MAY BE DIRECTED BY THE
N
DEPARTMENTAL REPRESENTATIVE DURING WORK
51
9,
68 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
6,
5
0
16,
104)
304
36
0
E
SHEET C
N
51
RELOCATE EXISTING SIGN TO END OF PROPOSED BARRIER 9,
6,
76
305
5
0 306
1
T
6,
260 (NEX
28
0
307
PROPOSED PRECAST CONCRETE BULL NOSE (2) &
6+
TRANSITION BARRIER (2). SEE C309 FOR DETAILS.
INE STA
306
F F
LS
MATCH L
22
306 6+300 LS LS
6+F400
23 L 26
25 S
3.0
305 307
304 24
24 306
303 E 305
N
PROPOSED EDGE 302
W IDE 304
OF ATV TRAIL 301 51 M 3.0m APPROX. EX. BRIDGE
9,
80 IO N FRO EXISTING 303 W
6,
300 S IT (NOT SURVEYED)
TRAN MATCH TO V
51
0
RELOCATE EXISTING SIGN TO END OF PROPOSED BARRIER 13.3m WAY 302
AIL TO IDGE WALK
6
299
,2
V T R F
8
A T OF BR 301
0
298
WIDTH
MUSKWA
F F 300
RIVER
CUSTOM 810 mm PRECAST CONCRETE MEDIAN BARRIER. SEE C309
FOR DETAILS. MATCH TO EXISTING BRIDGE PEDESTRIAN RAILING
LIMIT O
810mm PRECAST CONCRETE ROADSIDE BARRIER
END BA
TO BE INSTALLED. REFER TO C309 FOR DETAILS. EXISTING ATV TRAIL TO BE DECOMMISSIONED.
OI
P
SEE SECTION H ON C312 FOR DETAILS
FA
TOE OF FILL
RRIER &
MATCH
TV TRA
E
T
WELDE
N
O EXISTIN
ENSURE POSITIVE DRAINAGE FROM BRIDGE / HIGHWAY
IL CONS +400.097
51
E 9,
6,
84 SURFACE TO EXISTING CSP CULVERT FLUME
D GALV
N
51
0
,2 6
STA 6
G BRIDG 6,318.535
51
80
9,
88
6,
E
ANIZED
5
TRUCTI
0
N
16
N
24 ,
6
E 519,7
51
E WALK
,51
0
9,
72
6,
RAILING
51
0
6,
ON
54.953
44
WAY
0
,
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C105] May 18, 2021 - 11:14:03 am (BY: DEEPWELL, ANDREW)
0 5 H 1:500 25m
0 0.5 V 1:50 2.5m
LIMIT OF ATV TRAIL CONSTRUCTION
STA 6+400.097
MATCH TO EXISTING BRIDGE WALKWAY
312 312
Revision/
Description/Description Date/Date
Revision
Client/client
Public Services and
Procurement Canada
310 310
EXISTING GROUND @ FINISHED GRADE @ ATV
ATV TRAIL CONTROL LINE ESTIMATED EXISTING BRIDGE DECK
TRAIL CONTROL LINE Project title/Titre du projet
EXISTING GROUND @
STA 6+283.702
HWY 97 CONTROL LINE KM 450.0 - 451.4 SLIDE
PIVC 306.221
308 308
STABILIZATION AND SAFETY
IMPROVEMENTS
1.117% ALASKA HIGHWAY, BC
Approved by/Approuve par
G. WILKINS
Designed by/Concept par
306 306 A. HORWOOD / E. YANG
EVC 306.539
Drawn by/Dessine par
A. DEEPWELL
PWGSC Project Manager/Administrateur de Projets TPSGC
A. TAHERI
57 VC PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
K 38
Client/client
304 304 Public Services and Procurement Canada
Drawing title/Titre du dessin
ATV TRAIL
PLAN - PROFILE
STA. 6+260 TO STA. 6+460
6+260 6+280 6+300 6+320 6+340 6+360 6+380 6+400 6+420 6+440 6+460
307.521
306.044
306.384
306.850
307.074
305.598
306.627
307.297
305.62
305.18
305.75
306.40
306.68
306.48
306.89
306.96
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C105 0NOTES: Public Services and Services publics et
1. SEE C107 FOR ATV TRAIL ALIGNMENT CURVE LAYOUT Procurement Canada Approvisionnement Canada
GEOMETRY AND RIPRAP DITCH LAYOUT GEOMETRY.
REAL PROPERTY SERVICES
Pacific Region
SERVICES IMMOBILIERS
Région du Pacifique
ISSUED FOR TENDER
GENERAL NOTES:
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
METERS UNLESS NOTED OTHERWISE
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
AND SLOT DRAINS MAY BE DIRECTED BY THE
DEPARTMENTAL REPRESENTATIVE DURING WORK
TRUCTION
4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
1.701
TING
2.511
N 6,516,02 .387
AY
O F-W
- AY
6
STA 0+11IS
HT
E 519,97
I G F -W
TIE TO EX
YR T-O
H WA R IGH
HIG RO
S
LS
YD
N
H
BC
IL C O
STA. 0+100 10.0m LONG - 600mm Ø CSP CULVERT
MA (SE
18
A
TC E S
INLET ELEV: 302.970
TV TR
H HE
N 6,516,013.803
LIN E
2
E TC
E 519,970.825
06
20
ST 10
N
C3
OUTLET ELEV: 301.362
9,9
A 4)
0+
6+
LIMIT OF A
00
51
N 6,516,018.751
02
0 6,5
R3
0
EN 16 E 519,962.283
R3 D STA ,00
0
F RI . 6
E
C/ PR +0
C/F
00 AP 40
DI .00
00
0
6+ TC 0 N
0,0
F F
H
52
F IP 6,5
F
C O 0+100 1 6,0
31 40
IL
MA
E
RA
TC
0 RT
TO =
32 C
HL
N 90
IP F/C
ST V C +01 L
A. ON 3.3
AT A. 6 RAI
INE
19 5,97 00 EC
O F/C
1.1 593 00
ST V T
ST
,88 3. 0.
AT
A6
E 5 6,51 0+
EXISTING ATV TRAIL (TYP.)
+0
04
00
(SE
N
ES
305
HE
ET
306
C1
307
03
308
)
STA. 0+020 9.8m LONG - 1400mm Ø CSP ATV CONNECTOR TRAIL
0
309
0
N
0,0
CULVERT WITH INLET CONCRETE HEADWALL
52
310 INLET ELEV: 302.667 6,5
E
16
AT
N 6,515,968.990 ,00
IM
0
E 519,907.329
E
OX
311
PR
OUTLET ELEV: 301.885
60
AP
N 6,515,978.767 N
9,9
E 519,901.320
51
6,5
312 SEE C306 FOR DETAILS 15
,96
0
E
313
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C106] May 18, 2021 - 11:14:14 am (BY: DEEPWELL, ANDREW)
0 5 H 1:500 25m
0 0.5 V 1:50 2.5m
STA 0+111.701
LIMIT OF CONSTRUCTION
TIE TO EXISTING
Revision/
10 VC Revision
Description/Description Date/Date
Client/client
K0
BVC 304.822
8 VC Public Services and
STA 0+020.515
PIVC 304.557
K1 Procurement Canada
EVC 304.360
306
-3.76 306
STA 0+061.854
9%
PIVC 303.969
BVC 303.875
-14
FINISHED GRADE @
EVC 303.670
.77
CONTROL LINE
7%
EXISTING GROUND
% Project title/Titre du projet
5. 512 -6.
63
6%
304 1.275% -0.588% 304 KM 450.0 - 451.4 SLIDE
BVC 304.378
EVC 304.341
STABILIZATION AND SAFETY
STA 0+011.971
PIVC 304.086
IMPROVEMENTS
EVC 303.945
BVC 303.917
PIVC 303.622
STA 0+034.605
ALASKA HIGHWAY, BC
Approved by/Approuve par
G. WILKINS
302 302
Designed by/Concept par
A. HORWOOD / E. YANG
6 VC
K1 8 VC Drawn by/Dessine par
A. DEEPWELL
K4
PWGSC Project Manager/Administrateur de Projets TPSGC
A. TAHERI
PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
0+000 0+100 0+120 Client/client
Public Services and Procurement Canada
302.371
303.690
303.940
303.862
304.458
303.745
303.362
303.258
303.418
302.628
Drawing title/Titre du dessin
ATV TRAIL CONNECTOR
PLAN - PROFILE
0+100 STA. 0+000 TO STA. 0+111
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C106 0Public Services and Services publics et
Procurement Canada Approvisionnement Canada
REAL PROPERTY SERVICES
Pacific Region
SERVICES IMMOBILIERS
Région du Pacifique
ISSUED FOR TENDER
ATV TRAIL CURVE LAYOUT GEOMETRY ATV CONNECTOR TRAIL CURVE LAYOUT GEOMETRY GENERAL NOTES:
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
METERS UNLESS NOTED OTHERWISE
CHORD CHORD 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
CURVE # RADIUS DELTA LENGTH BC STATION EC STATION PI COORD. CURVE # RADIUS DELTA LENGTH BC STATION EC STATION PI COORD. LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
BEARING BEARING 3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
5+071.245 5+076.912 0+016.288 0+028.385 AND SLOT DRAINS MAY BE DIRECTED BY THE
N 6,515,133.934 N 6,515,971.264 DEPARTMENTAL REPRESENTATIVE DURING WORK
1 50 6° 29' 38" 5.667 N21° 53' 27"E N 6,515,131.247 N 6,515,131.247 31 20 34° 39' 16" 12.097 N78° 36' 26"E N 6,515,971.909 N 6,515,971.909
E 519477.580 E 519,903.511 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
E 519,476.673 E 519,476.673 E 519,897.305 E 519,897.305
5+106.318 5+115.859 0+059.399 0+070.036
N 6,515,167.443 N 6,515,991.731
2 200 2° 44' 00" 9.541 N26° 30' 16"E N 6,515,163.123 N 6,515,163.123 32 50 12° 11' 19" 10.637 N55° 11' 09"E N 6,515,989.165 N 6,515,989.165
E 519493.303 E 519,940.864
E 519,491.276 E 519,491.276 E 519,936.182 E 519,936.182
5+161.731 5+172.140
N 6,515,216.813
3 200 2° 58' 55" 10.409 N26° 22' 48"E N 6,515,212.211 N 6,515,212.211
E 519519.411
E 519,516.978 E 519,516.978
5+261.883 5+274.385
N 6,515,308.616
4 200 3° 34' 54" 12.502 N23° 05' 54"E N 6,515,302.943 N 6,515,302.943
E 519562.003
E 519,559.372 E 519,559.372 RIPRAP DITCH LAYOUT GEOMETRY
5+372.877 5+386.907 TOP OF RIPRAP
N 6,515,412.739 * ATV TRAIL CONTROL LINE TO CENTERLINE OF RIPRAP
5 200 4° 01' 10" 14.030 N19° 17' 52"E N 6,515,406.201 N 6,515,406.201
E 519,600.065 E 519,600.065
E 519602.615 STATION OFFSET DISTANCE (m)* ELEVATION AT DITCH AND INTERCEPTOR DRAIN. LEFT SIDE IS NEGATIVE
DITCH CENTERLINE
5+415.350 5+426.582
N 6,515,451.962 5+060.000 -8.43 364.60
6 200 3° 13' 03" 11.232 N18° 53' 49"E N 6,515,446.598 N 6,515,446.598
E 519614.823
E 519,613.153 E 519,613.153
5+080.000 -5.95 363.62
5+509.125 5+531.767 5+100.000 -5.16 362.59
N 6,515,545.151
7 200 6° 29' 11" 22.642 N23° 44' 56"E N 6,515,534.536 N 6,515,534.536
E 519649.675
E 519,645.705 E 519,645.705 5+120.000 -4.73 361.68
5+599.461 5+627.318 5+140.000 -4.81 360.67
N 6,515,628.001
8 200 7° 58' 49" 27.856 N30° 58' 56"E N 6,515,615.570 N 6,515,615.570
E 519,685.543 E 519,685.543
E 519691.875 5+160.000 -4.89 359.49
5+180.000 -4.80 358.61
5+629.724 5+690.893
N 6,515,666.515
9 400 8° 45' 42" 61.169 N30° 35' 29"E N 6,515,641.405 N 6,515,641.405
E 519718.815 5+200.000 -4.83 357.55
E 519,701.251 E 519,701.251
5+220.000 -4.85 356.34
5+719.101 5+762.268
10 200 12° 21' 59" 43.167 N32° 23' 38"E N 6,515,719.316 N 6,515,719.316
N 6,515,738.756 5+240.000 -4.87 355.16
E 519754.379
E 519,744.809 E 519,744.809
5+260.000 -4.90 353.91
5+798.408 5+824.053 5+280.000 -5.23 352.73
N 6,515,793.986
11 200 7° 20' 49" 25.645 N34° 54' 13"E N 6,515,783.948 N 6,515,783.948
E 519798.432
E 519,790.425 E 519,790.425 5+300.000 -5.16 351.29
5+854.940 5+863.311 5+320.000 -5.09 349.83
N 6,515,834.956
12 200 2° 23' 52" 8.370 N30° 01' 52"E N 6,515,831.377 N 6,515,831.377
E 519,821.104 E 519,821.104
E 519823.274 5+340.000 -5.02 348.43
5+360.000 -5.09 346.94
5+874.673 5+885.762
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C107] May 18, 2021 - 11:14:23 am (BY: DEEPWELL, ANDREW)
N 6,515,854.002
13 10 63° 32' 12" 11.089 N2° 56' 10"W N 6,515,848.577 N 6,515,848.577
E 519833.758 5+380.000 -5.84 345.63
E 519,830.772 E 519,830.772
5+400.000 -5.45 344.15
5+886.127 5+896.294
14 10 58° 15' 24" 10.168 N5° 34' 34"W N 6,515,859.393 N 6,515,859.393
N 6,515,863.974 5+420.000 -4.98 342.97
E 519826.852
E 519,830.025 E 519,830.025
5+440.000 -4.90 341.82
5+899.772 5+919.813 5+460.000 -4.90 340.67
N 6,515,881.486
15 100 11° 28' 58" 20.041 N29° 17' 37"E N 6,515,872.269 N 6,515,872.269
E 519834.486
E 519,830.468 E 519,830.468 5+480.000 -4.90 339.26
5+925.328 5+938.739 5+500.000 -4.90 337.87
N 6,515,899.733 Revision/
16 100 7° 41' 02" 13.411 N31° 11' 35"E N 6,515,894.234 N 6,515,894.234 Description/Description Date/Date
E 519,843.424 E 519,843.424
E 519847.279 5+520.000 -4.90 336.63 Revision
Client/client
5+540.000 -4.90 335.29
5+970.636 5+992.129
17 200 6° 09' 26" 21.493 N24° 16' 21"E N 6,515,934.029 N 6,515,934.029
N 6,515,943.584
333.97
Public Services and
E 519869.961 5+560.000 -4.90
E 519,865.019 E 519,865.019 Procurement Canada
5+580.000 -4.90 332.60
5+999.822 6+056.761
18 200 16° 18' 42" 56.938 N13° 02' 16"E N 6,515,960.786 N 6,515,960.786
N 6,515,987.510 5+600.000 -4.90 331.48
E 519886.994
E 519,876.631 E 519,876.631
5+620.000 -4.90 330.18
6+072.335 6+105.242 5+640.000 -4.92 328.91
N 6,516,048.018
19 200 9° 25' 38" 32.907 N0° 10' 06"E N 6,516,031.587 N 6,516,031.587
E 519892.162 Project title/Titre du projet
E 519,890.759 E 519,890.759 5+660.000 -4.93 327.86
6+119.838 6+164.710 5+680.000 -4.92 326.43
N 6,516,101.466
20 200 12° 51' 18" 44.872 N10° 58' 22"W N 6,516,079.006
E 519,889.699
N 6,516,079.006
E 519,889.699
E 519887.913 5+700.000 -4.90 325.07 KM 450.0 - 451.4 SLIDE
5+720.000 -4.90 323.84 STABILIZATION AND SAFETY
6+184.172 6+215.180
21 200 8° 53' 00" 31.009 N21° 50' 31"W N 6,516,141.537 N 6,516,141.537
N 6,516,156.362
5+740.000 -4.90 322.62 IMPROVEMENTS
E 519870.710
E 519,875.356 E 519,875.356
5+760.000 -4.90 321.11 ALASKA HIGHWAY, BC
6+232.083 6+305.003
22 330 12° 39' 38" 72.920 N32° 36' 50"W N 6,516,185.447 N 6,516,185.447
N 6,516,218.271 5+780.000 -4.90 319.36 Approved by/Approuve par
E 519840.135 G. WILKINS
E 519,856.346 E 519,856.346
5+800.000 -4.91 317.94
Designed by/Concept par
6+306.467 6+311.495 5+820.000 -4.91 316.47 A. HORWOOD / E. YANG
N 6,516,249.838
23 300 0° 57' 37" 5.027 N39° 25' 27"W N 6,516,247.882 N 6,516,247.882
E 519814.623 Drawn by/Dessine par
E 519,816.203 E 519,816.203 5+840.000 -4.90 314.95
A. DEEPWELL
6+343.381 6+345.579 5+860.000 -4.94 314.04 PWGSC Project Manager/Administrateur de Projets TPSGC
N 6,516,277.070
24 50 2° 31' 10" 2.199 N38° 38' 40"W N 6,516,276.226 N 6,516,276.226 A. TAHERI
E 519,792.556 E 519,792.556
E 519791.850 5+880.000 -5.76 312.80
PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
5+900.000 7.86 310.60
6+365.327 6+369.765
N 6,516,295.399
25 50 5° 05' 07" 4.438 N39° 55' 39"W N 6,516,293.634 N 6,516,293.634
E 519777.844 5+920.000 9.48 307.77 Client/client
E 519,779.193 E 519,779.193 Public Services and Procurement Canada
5+940.000 9.68 306.71 Drawing title/Titre du dessin
6+388.920 6+391.467
26 20 7° 17' 51" 2.547 N46° 07' 08"W N 6,516,311.166 N 6,516,311.166
N 6,516,312.107 5+960.000 7.66 306.13
E 519,763.412 E 519,763.412
E 519762.550 ATV TRAIL HORIZONTAL
5+980.000 14.51 304.98 ALIGNMENT GEOMETRY & DITCH
6+000.000 19.32 303.56 LAYOUT DETAILS
6+020.000 19.40 N/A
6+040.000 18.23 300.28
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C107 0Public Services and Services publics et
INTERCEPTOR & SLOT DRAIN LAYOUT POINTS Procurement Canada Approvisionnement Canada
REAL PROPERTY SERVICES
POINT # NORTHING EASTING EX. GROUND ELEV. DESIGN ELEVATION (DESCRIPTION) Pacific Region
SERVICES IMMOBILIERS
1.1 6,515,643.956 519,713.786 330.867 MATCH EXISTING (LIMIT OF EXCVATION)
Région du Pacifique
1.2 6,515,648.702 519,710.333 329.337 324.997 (START OF PIPE)
1.3
2.1
6,515,655.439
6,515,664.189
519,705.429
519,726.944
328.827
330.560
323.764 (PIPE BEND)
MATCH EXISTING (LIMIT OF EXCVATION) ISSUED FOR TENDER
2.2 6,515,667.850 519,723.575 330.414 325.585 (START OF PIPE)
GENERAL NOTES:
2.3 6,515,674.641 519,717.324 327.601 322.649 (PIPE BEND)
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
6,515,684.253 519,737.253 MATCH EXISTING (LIMIT OF EXCVATION) METERS UNLESS NOTED OTHERWISE
3.1 332.104
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
3.2 6,515,687.900 519,733.869 328.977 327.129 (START OF PIPE) LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
3.3 6,515,694.663 519,727.593 326.096 322.408 (PIPE BEND) AND SLOT DRAINS MAY BE DIRECTED BY THE
DEPARTMENTAL REPRESENTATIVE DURING WORK
4.1 6,515,704.275 519,747.517 329.959 MATCH EXISTING (LIMIT OF EXCVATION) 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
4.2 6,515,707.953 519,744.104 327.863 324.976 (START OF PIPE) 314
N
0
4.3 6,515,714.686 519,737.857 324.681 320.972 (PIPE BEND) 9,72
51
6,5
5.1 6,515,645.604 519,697.902 329.463 322.475 (INTERCEPTOR DRAIN INVERT) 315 E
15
,80
0
5.2 6,515,656.085 519,704.960 328.646 322.190 (INTERCEPTOR DRAIN INVERT)
5.3 6,515,675.226 519,716.786 327.395 321.684 (INTERCEPTOR DRAIN INVERT)
6
31
N
0
5.4 6,515,695.248 519,727.050 325.801 321.178 (INTERCEPTOR DRAIN INVERT) ,68
519
6,5
5.5 6,515,715.271 519,737.314 324.328 320.672 (INTERCEPTOR DRAIN INVERT) E 317
15
,72
6,515,735.753 519,748.011 320.152 (INTERCEPTOR DRAIN INVERT)
0
5.6 323.108
318
327
328
5.7 6,515,740.904 519,751.093 322.757 320.039 (INTERCEPTOR DRAIN INVERT)
6,515,747.384 519,755.397 319.859 (INTERCEPTOR DRAIN INVERT) 319
5.8 322.192
FIBRE OPTIC CONTINUES BEYOND
5.9 6,515,752.335 519,759.006 321.672 319.705 (INTERCEPTOR DRAIN INVERT) SHOWN. LOCATION UNKNOWN
320
6.0 6,515,766.794 519,769.993 320.107 319.296 (INTERCEPTOR DRAIN INVERT)
321
6.1 6,515,777.959 519,778.476 318.978 318.978 (INTERCEPTOR DRAIN INVERT)
322
FIBRE OPTIC CONTINUES BEYOND SHOWN.
LOCATION UNKNOWN 323
324
325
326
EDGE OF PAVEMENT
GEOTECHNICAL
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C201] May 18, 2021 - 11:14:32 am (BY: DEEPWELL, ANDREW)
0 2 H 1:250 10m
INSTALL 3.6m LONG CLEAN OUT
PIPE. SEE C203 FOR DETAILS 0 0.5 V 1:50 2m
PROPOSED INTERCEPTOR DRAIN
SEE
END INTER
STA. 5+786
SEE DETAIL 3 ON C302
START INTERCEPTOR DRAIN
STA. 5+631.200
T Y
EDGE OF PAVEMENT LS
P
LS LS
IC
LS
A
CEPTOR DR
.390
L
.)
SECTION A
YP
,T
Revision/
Description/Description
ON
Revision Date/Date
5.7
.6
.7
TI
#5
#5
Client/client
.7
EC
#
#5
AIN
NN
.5
.8
ON C20
Public Services and
#5
CO
#5
.9
T
#5
.4
IN
Procurement Canada
#5
.1
JO
3
#5
(
#4
.2
.3
#5
#5
.3
326
P.)
#3
N (TY
.3
#1
327
5+700
#2
.3
.3
DRAI
(P
5+800
IP
328
E
YP.)
SLOT
BE
Project title/Titre du projet
ND
IN (T
329 #4
,T
.2
OSED
YP
ATV TRAIL CONTROL LINE
DRA
SEE DETAIL 1 - C204
.)
(SHOWN FOR REFERENCE)
330 FOR INTERCEPTOR KM 450.0 - 451.4 SLIDE
#3
PROP
T
#1
.2
SLO
DRAIN OUTLET DETAIL
STABILIZATION AND SAFETY
.2
#2
331
.2
15.0
#4
IMPROVEMENTS
(S
.1
TA
#3
RT
332
#1
.1 ALASKA HIGHWAY, BC
OF
.1 332
PI
#2
P
.1
-OF-WAY
E,
HIGHWAY RIGHT
Approved by/Approuve par
(T
333
TY
333
OP
G. WILKINS
WILKINS / C. CHENG
T-OF-WAY
P.
BC HYDRO RIGH
OF
)
CU
334 Designed by/Concept par
INSTALL 7.0 LONG CLEAN OUT
T,
A. HORWOOD / E. YANG
TY
PIPE. SEE C202 FOR DETAILS 334
P.
335
)
Drawn by/Dessine par
336 A. DEEPWELL
PWGSC Project Manager/Administrateur de Projets TPSGC
337 335 A. TAHERI
PWGSC, Architectural and Engineering Resources Manager/
338 Ressources Architectural et de Directeur d'Ingénierie, TPSGC
336
339 Client/client
Public Services and Procurement Canada
34
0 Drawing title/Titre du dessin
N
60
9,7
51 INTERCEPTOR AND SLOT
34 337
6,5
1 E DRAINS SITE PLAN
15
,68
0
34
2
338
NOTES:
1. STAGED CONSTRUCTION / SEQUENCING OF INTERCEPTOR Project No./No. du Sheet/Feuille Revision no./
VE NO.2
INDIAN RESER DRAIN AND SLOT DRAINS IS REQUIRED - SEE SECTION 31 23
34 projet La Révision
3 FORT NELSON AY no.
757 RIGHT-OF-W 33 - EXCAVATION AND BACKFILL OF THE CONTRACT
PLAN CLSR 52 SPECIFICATIONS FOR DETAILS R.115165.001 C201 0Public Services and Services publics et
Procurement Canada Approvisionnement Canada
REAL PROPERTY SERVICES
Pacific Region
SERVICES IMMOBILIERS
Région du Pacifique
330
NOTES:
330 ISSUED FOR TENDER
1. STAGED CONSTRUCTION / SEQUENCING OF INTERCEPTOR
DRAIN AND SLOT DRAINS IS REQUIRED - SEE SECTION 31 23 GENERAL NOTES:
33 - EXCAVATION AND BACKFILL OF THE CONTRACT 1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
SPECIFICATIONS FOR DETAILS METERS UNLESS NOTED OTHERWISE
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
AND SLOT DRAINS MAY BE DIRECTED BY THE
DEPARTMENTAL REPRESENTATIVE DURING WORK
4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
328 328
EXISTING GROUND @
INTERCEPTOR DRAIN
INTERCEPTOR DRAIN CLEANOUT -
200mm Ø HDPE NON-PERFORATED
DRAINAGE TUBING
SLOT DRAIN BEND POINT # 1.3
TRENCH DEPTH = 7m
INVERT ELEV. = 323.764
326 326
STA. = 10+012.429
EXISTING GROUND @
HIGHWAY CONTROL LINE
SLOT DRAIN BEND POINT # 2.3
SLOT DRAIN BEND POINT # 3.3
INVERT ELEV. = 322.648
INVERT ELEV. = 322.408
STA. = 10+034.948
STA. = 10+057.446
START INTERCEPTOR DRAIN
STA 5+631.200
GEOTECHNICAL
324 324
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C101-109 PLAN PROFILES.dwg [C202] May 18, 2021 - 11:14:39 am (BY: DEEPWELL, ANDREW)
0 2 H 1:250 10m
0 0.5 V 1:50 2m
SLOT DRAIN BEND POINT # 4.3
INTERCEPTOR DRAIN CLEANOUT -
200mm Ø HDPE NON-PERFORATED
DRAINAGE TUBING
INVERT ELEV. = 320.972
STA. = 10+079.947
Revision/
Description/Description
.1 Revision Date/Date
#5 0.35 THK. CLASS 10kg RIPRAP Client/client
GEOSYNTHETIC CLAY LINER ENCASED IN
Public Services and
.2
#5
NONWOVEN GEOTEXTILE (ABOVE AND BELOW)
IMPERVIOUS FILL
Procurement Canada
322 200mm Ø HDPE 322
.3 DRAINAGE TUBING (TYP.) NONWOVEN GEOTEXTILE
#5
200mm Ø PERFORATED
HDPE DRAINAGE TUBING
Project title/Titre du projet
.4
#5
END INTERCEPTOR DRAIN
STA 5+786.390
KM 450.0 - 451.4 SLIDE
STABILIZATION AND SAFETY
.5
#5
IMPROVEMENTS
ALASKA HIGHWAY, BC
.6
#5
Approved by/Approuve par
.7
G. WILKINS
WILKINS / C. CHENG
#5
320 320
.8
Designed by/Concept par
#5
A. HORWOOD / E. YANG
.9
#5
Drawn by/Dessine par
A. DEEPWELL
NONWOVEN GEOTEXTILE PWGSC Project Manager/Administrateur de Projets TPSGC
.0
#6 A. TAHERI
PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
.1
#6
Client/client
Public Services and Procurement Canada
Drawing title/Titre du dessin
SEE INTERCEPTOR DRAIN OUTLET INTERCEPTOR DRAIN PROFILE
DETAIL 1 - C204
5+620 5+640 5+660 5+680 5+700 5+720 5+740 5+760 5+780 5+790
INTERCEPTOR DRAIN PROFILE Project No./No. du Sheet/Feuille Revision no./
STA. 5+631.200 TO 5+786.390 (PROJECTED FROM ATV TRAIL CONTROL LINE) projet La Révision
no.
SCALE H 1:250 V 1:50
R.115165.001 C202 0Public Services and Services publics et
Procurement Canada Approvisionnement Canada
NOTES:
1. STAGED CONSTRUCTION / SEQUENCING OF INTERCEPTOR
DRAIN AND SLOT DRAINS IS REQUIRED - SEE SECTION 31 23 REAL PROPERTY SERVICES
OFFSET DISTANCE TO ATV TRAIL CONTROL LINE - SEE TABLE C107
33 - EXCAVATION AND BACKFILL OF THE CONTRACT Pacific Region
SPECIFICATIONS FOR DETAILS SERVICES IMMOBILIERS
2. ATV TRAIL DETAILS SHOWN IN GREY FOR REFERENCE - SEE Région du Pacifique
C301 FOR TYPICAL SECTIONS AND C304 FOR DETAILS.
PURPOSE BUILT GALVANIZED 3. CONCRETE BLOCK WALL DETAILS SHOWN IN GREY FOR
ISSUED FOR TENDER
STEEL CAP - TOP OF CAP SET REFERENCE - SEE C304 FOR DETAILS.
FLUSH WITH TOP OF RIPRAP
GENERAL NOTES:
1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
METERS UNLESS NOTED OTHERWISE
EXISTING GROUND 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
AND SLOT DRAINS MAY BE DIRECTED BY THE
4 3 DEPARTMENTAL REPRESENTATIVE DURING WORK
1 1 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
FILTER GRAVEL
INTERCEPTOR DRAIN CLEANOUT - 200mm Ø HDPE
DRAINAGE TUBING (LOCATIONS SHOWN ON C202)
EXCAVATION IN ACCORDANCE WITH SECTION 31 23 33 - EXCAVATION
AND BACKFILL OF THE CONTRACT SPECIFICATIONS
VARIES
10
NONWOVEN GEOTEXTILE
EXISTING TREELINE
1
200 mm Ø HDPE PERFORATED HDPE
DRAINAGE TUBING (PERFORATIONS DOWN)
TYPICAL LAYOUT POINT (EXAMPLE #5.4).
10 SEE C201 FOR LOCATION AND ELEVATION
1
0.75 0.75
TYPICAL SECTION A INTERCEPTOR DRAIN
TYPICAL FROM STA. 5+631.200 TO 5+786.390
-
1:25
GEOTECHNICAL
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C301-C311 TYPICAL DETAILS.dwg [C203] May 18, 2021 - 11:49:52 am (BY: DEEPWELL, ANDREW)
0 0.5 1:50 2.5m
TYPICAL LAYOUT POINT (EXAMPLE #3.1).
SEE C201 FOR LOCATION AND ELEVATION
CL
OFFSET DISTANCE TO ATV TRAIL CONTROL LINE - SEE TABLE C107
1
1
Revision/
Description/Description Date/Date
Revision
Client/client
Public Services and
Procurement Canada
NONWOVEN GEOTEXTILE
FILTER GRAVEL MIN. 1.5 WIDE AT BOTTOM OF EXCAVATION
Project title/Titre du projet
AND WRAPPED ON ALL SIDES WITH NONWOVEN GEOTEXTILE
3
1
KM 450.0 - 451.4 SLIDE
STABILIZATION AND SAFETY
IMPROVEMENTS
ALASKA HIGHWAY, BC
Approved by/Approuve par
G. WILKINS
WILKINS / C. CHENG
Designed by/Concept par
TYPICAL LAYOUT POINT (EXAMPLE #3.2). A. HORWOOD / E. YANG
VARIES
SEE C201 FOR LOCATION AND ELEVATION Drawn by/Dessine par
A. DEEPWELL
PWGSC Project Manager/Administrateur de Projets TPSGC
A. TAHERI
PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
INTERCEPTOR DRAIN, NONWOVEN GEOTEXTILE
SEE TYPICAL SECTION A Client/client
200mm Ø PERFORATED HDPE DRAINAGE TUBING Public Services and Procurement Canada
Drawing title/Titre du dessin
0.75 0.75 TYPICAL LAYOUT POINT (EXAMPLE #3.3).
INTERCEPTOR AND SLOT DRAIN
SEE C201 FOR LOCATION AND ELEVATION SECTIONS
200mm Ø PERFORATED HDPE DRAINAGE TUBING
TYPICAL LAYOUT POINT (EXAMPLE #5.4).
SEE C201 FOR LOCATION AND ELEVATION TYPICAL SECTION B INTERCEPTOR DRAIN
Project No./No. du
projet
Sheet/Feuille Revision no./
La Révision
no.
TYPICAL AT SLOT DRAINS - STA. 5+644.035, STA. 5+666.823,
1:50
- STA. 5+689.613, STA. 5+712.127 R.115165.001 C203 0Public Services and Services publics et
NOTES: Procurement Canada Approvisionnement Canada
1. STAGED CONSTRUCTION / SEQUENCING OF INTERCEPTOR
DRAIN AND SLOT DRAINS IS REQUIRED - SEE SECTION 31 23
REAL PROPERTY SERVICES
33 - EXCAVATION AND BACKFILL OF THE CONTRACT
Pacific Region
SPECIFICATIONS FOR DETAILS
2. ATV TRAIL DETAILS SHOWN IN GREY FOR REFERENCE - SEE SERVICES IMMOBILIERS
C301 FOR TYPICAL SECTIONS AND C304 FOR DETAILS. Région du Pacifique
3. CONCRETE BLOCK WALL DETAILS SHOWN IN GREY FOR
REFERENCE - SEE C304 FOR DETAILS.
ISSUED FOR TENDER
PLAN
GENERAL NOTES:
DETAIL A TYPICAL INTERCEPTOR DRAIN 1. DIMENSIONS, COORDINATES, ELEVATIONS ARE IN
METERS UNLESS NOTED OTHERWISE
OUTLET PROTECTION
1:50 C107 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
0.35 THK CLASS 10kg RIPRAP (SEE RIPRAP LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION
DITCH DETAILS C302 AND C303) 3. THE LOCATIONS AND EXTENT OF INTERCEPTOR DRAIN
AND SLOT DRAINS MAY BE DIRECTED BY THE
GEOSYNTHETIC CLAY LINER ENCASED IN NONWOVEN GEOTEXTILE DEPARTMENTAL REPRESENTATIVE DURING WORK
(ABOVE AND BELOW) (SEE RIPRAP DITCH DETAILS C302 AND C303) 4. ALL DISTURBED AREAS TO BE HYDRAULIC SEEDED
IMPERVIOUS FILL (SEE RIPRAP
DITCH DETAILS C302 AND C303)
END INTERCEPTOR DRAIN
SEE DETAIL 1 C302
START RIPRAP DITCH
STA. 5+786.390
NONWOVEN GEOTEXTILE (SEE RIPRAP
0.65 THK CLASS 10kg RIPRAP
DITCH DETAILS C302 AND C303)
1.0
INSTALL PURPOSE BUILT GALVANIZED STEEL "ANIMAL
GUARD" COMPLETE WITH DRAINAGE MESH AND SECURED
TO END OF PERFORATED HDPE DRAINAGE TUBING
0.1
EXISTING GROUND
2.0
FILTER GRAVEL
200mm Ø PERFORATED HDPE DRAINAGE TUBING
NONWOVEN GEOTEXTILE
GEOSYNTHETIC CLAY LINER ENCASED IN NONWOVEN GEOTEXTILE
(ABOVE AND BELOW), WHERE NEEDED, OVERLAP GEOSYNTHETIC
CLAY LINER MIN. 600 mm IN DIRECTION OF POSITIVE DRAINAGE (TYP.)
DETAIL 1 INTERCEPTOR DRAIN OUTLET
1:50 C201
GEOTECHNICAL
Q:\Vancouver\Transportation\TRN.VHWY\Projects\TRN.VHWY03091 Alaska Highway Km 450.6 Slide\400 - Drawings\C301-C311 TYPICAL DETAILS.dwg [C204] May 18, 2021 - 11:50:00 am (BY: DEEPWELL, ANDREW)
0 0.5 1:50 2.5m
MIN 200mm 250 mm Ø CSP PIPE
INSERTION OVERLAP
200 mm Ø PERFORATED HDPE
DRAINAGE TUBING (TYP) Revision/
Description/Description Date/Date
Revision
Client/client
200 mm Ø PERFORATED HDPE
DRAINAGE TUBING (TYP)
Public Services and
MIN 200mm
INSERTION OVERLAP
Procurement Canada
90° THREE-WAY CONNECTION PIPE
(250 Ø CSP) 45° BEND (THREE UNITS)
DRAIN PIPE (TYP.)
DETAIL 2 HDPE DRAINAGE TUBING DETAIL 3 HDPE DRAINAGE TUBING
THREE-WAY CONNECTION 45° BEND Project title/Titre du projet
- -
NTS NTS
KM 450.0 - 451.4 SLIDE
STABILIZATION AND SAFETY
INTERCEPTOR DRAIN CLEANOUT - R 1.0 IMPROVEMENTS
200mm Ø HDPE DRAINAGE TUBING ALASKA HIGHWAY, BC
Approved by/Approuve par
G. WILKINS
WILKINS / C. CHENG
Designed by/Concept par
A. HORWOOD / E. YANG
200 mm Ø PERFORATED HDPE Drawn by/Dessine par
DRAINAGE TUBING (TYP) A. DEEPWELL
PWGSC Project Manager/Administrateur de Projets TPSGC
DETAIL 4 HDPE DRAINAGE TUBING A. TAHERI
WYE CONNECTION TO CLEANOUT
-
NTS PWGSC, Architectural and Engineering Resources Manager/
Ressources Architectural et de Directeur d'Ingénierie, TPSGC
Client/client
Public Services and Procurement Canada
Drawing title/Titre du dessin
INTERCEPTOR DRAIN DETAILS
Project No./No. du Sheet/Feuille Revision no./
projet La Révision
no.
R.115165.001 C204 0You can also read
