ISSUED FOR TENDER - MCEIHANNEY LTD - 2021 NORQUAY ROAD WASHOUT REHABILITATION STAGE 2
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McEIhanney Ltd.
for / pour
Parks Canada Agency L'Agence Parcs Canada
Western and Northern Ouest et Nord
Region du Canada
2021 NORQUAY ROAD
WASHOUT REHABILITATION
STAGE 2
BANFF NATIONAL PARK, AB
ISSUED FOR TENDER
SEPTEMBER 2021THIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED,
REUSED, OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL
NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS
DRAWING AND DESIGN.
THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET
THE STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME
DRAWING INDEX OF PREPARATION. McELHANNEY, IT'S EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL
NOT BE LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE
OR RELIANCE UPON, OR ANY CHANGES MADE TO THIS DRAWING, BY ANY THIRD PARTY
SHEET NO. DRAWING NO. DRAWING TITLE INCLUDING CONTRACTORS, SUPPLIERS, CONSULTANTS, AND STAKEHOLDERS, OR THEIR
EMPLOYEES OR AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.
km 1 G-000 COVER
5 2 G-001 LOCATION PLAN, DRAWING INDEX, LEGEND INFORMATION ON EXISTING UTILITIES MAY NOT BE COMPLETE OR ACCURATE.
McELHANNEY, IT'S EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR
3 C-101 SECTION 1 & SECTION 2 PLAN THE LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES, OR OTHER FACILITIES
WHETHER SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION,
4 C-102 SECTION 1 & SECTION 2 DETAILS CONTRACTOR SHALL EXPOSE LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING
OR HYDROVAC AND ADVISE THE ENGINEER OF POTENTIAL CONFLICTS.
km 5 C-103 SECTION 3 PLAN
COORDINATES ARE GRID IN NAD 83 CSRS UTM ZONE 11. ALL ELEVATIONS ARE GEODETIC
5 6 C-104 SECTION 4 PLAN
0
00
0
4 +5 0
5+
LEGEND
EX EDGE OF PAVEMENT
EX ASPHALT CURB
EX EDGE OF GRAVEL
EX GABION WALL
0
00
EX DITCH
4+
C-10
4 EX SWALE
EX CULVERT
EX WOOD POST GUARDRAIL
km EX STEEL POST GUARDRAIL
0 2021.09.07 ISSUED FOR TENDER CH/LJ JH MM
0
4
50
HINGE OF SIDESLOPE / BACKSLOPE
Drawn Designed Approved
3+
Rev. Date Description
TOE OF SIDESLOPE Dessiné Conçu Approuvé
EX TREELINE
km detail number
AREA OF WASHOUT A
3 numéro de detail
EX SIGN A B source drawing no. A
C-10 de dessin no.
B C
3 EX DELINEATOR POST C C detail on drawing no.
detail sur dessin no.
RIPRAP
NON-WOVEN GEOTEXTILE Consultant's Stamp Eng. Stamp
PLOTTED: 2021/09/7 11:45 AM
Sceau de l'expert-conseil Sceau de l'ingénieur
00
2+ PROPOSED DITCH CLEAN OUT
3+0
50
0
00
2+0
C-10
1/C
FILE: \\CGY-FS3\VOL1$\PROJECTS\2511 00767 00 PARKS CATEGORY 4-6 ROADS BANFF\10.0 DRAWINGS_YR5_NORQUAY WASHOUT\10.3 SHEET FILES\10.3.2 STAGE 2\00767-001-LOCATION PLAN.DWG
-102
Client
km Parks Canada Agency L'Agence Parcs Canada
Western and Northern
AD
2 Ouest et Nord
1+500
Region du Canada
RO
Y
UA
RQ
Consultant's Name
Nom de l'expert-conseil
NO
T.
M
0
0+50
Project Title
Titre du projet
2021 NORQUAY ROAD
km
1
WASHOUT REHABILITATION
1+
0 00
STAGE II
BANFF, ALBERTA
BANFF NATIONAL PARK, AB
Drawing Title
Titre du dessin
N MO
RE LOCATION PLAN
CA
TO DRAWING INDEX
LEGEND
km
0
Surveyed by / Arpenté par Drawn by / Dessiné par Date
McELHANNEY LJ/CH 2021.09.07
Designed by / Conçu par Reviewed by / Revisé par Scale / Échelle
1 JH MM 1:3000
WY Parks Canada Project Manager / Administrateur de Projets Parcs Canada
D AH
A NA
TO
S-C
Client Acceptance / Acceptation du client Approved by / Approuvé par
AN
TOW
T R
NO
Parks Canada Responsible Officer / Agent Responsable Parcs Canada Parks Canada Project Manager / Administrateur de Projets Parcs Canada
FB
E Project No. / No. du projet Asset No. / No. du-bien Sheet No.
IS No. de la feuille
OU
ANF
EL 2511-00767-00
LAK
F
TO
Drawing Reference No. / No. de réference du dessin
2
G-001
Paper Size: ANSI D (22 x 34")
0 10 20 30 40 50 60 70 80 90 100mmTHIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED,
AND CLEAN DITCH
STA: 1+945.000
REUSED, OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL
END RESHAPE
NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS
NOTE:
5.3 AIL
A: AR ND
20 DRAWING AND DESIGN.
53
DITCH CLEANOUT LIMITS ARE 15
1+ DR
ST GU VE A
APPROXIMATE AND ARE TO BE THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET
80
CONFIRMED ON SITE PRIOR TO THE STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME
AC EMO
OF PREPARATION. McELHANNEY, IT'S EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL
COMMENCING THE WORK NOT BE LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE
E
RESHAPE AND CLEAN DITCH.
RE ND R
OR RELIANCE UPON, OR ANY CHANGES MADE TO THIS DRAWING, BY ANY THIRD PARTY
TREATMENT A TREATMENT A PROVIDE POSITIVE DRAINAGE. INCLUDING CONTRACTORS, SUPPLIERS, CONSULTANTS, AND STAKEHOLDERS, OR THEIR
15
PL
SEE DETAIL 1/C-104 SEE DETAIL 1/C-104 SEE DETAIL 5/C-102 15 EMPLOYEES OR AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.
E
2+020
INFORMATION ON EXISTING UTILITIES MAY NOT BE COMPLETE OR ACCURATE.
10
2+000
McELHANNEY, IT'S EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR
15
1+980
THE LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES, OR OTHER FACILITIES
1+960
769 CH
1+820
WHETHER SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION,
.871
1+940
STA EAN D E
1+840
1+920
CONTRACTOR SHALL EXPOSE LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING
HAP
IT
1+900
OR HYDROVAC AND ADVISE THE ENGINEER OF POTENTIAL CONFLICTS.
1+880
1+860
AND D RES
COORDINATES ARE GRID IN NAD 83 CSRS UTM ZONE 11. ALL ELEVATIONS ARE GEODETIC
: 1+
0
80
CL
1+
BEGIN ASPHALT CURVE
EN
BEG CLEAN 45.186
ESH ITCH
STA: 1+719.953
BEGIN NEW GUARDRAIL
SAWCUT/MILLING
STA: 1+751.835
STA: 1+716.934
BEGIN RESHAPE
APE
MILLING
SAWCUT/ 767.586
AND CLEAN DITCH
BEGIN MILLING
D
6
STA: 1+793.318
AND TA: 1+
1505
LING9
STA: 1+
8
IN R
SAWCUT
END1+778.4
RESHAPE AND CLEAN DITCH.
FULL DEPTH EXCAVATION
S
PROVIDE POSITIVE DRAINAGE. REMOVE AND DISPOSE OF
MIL
SEE DETAIL 5/C-102 REMOVAL AND REPLACEMENT
- SEE CHANNEL 1 AND 2 DETAILS EXISTING GRAVEL DEBRIS ALONG
EDGE OF PAVEMENT AS REQUIRED
:
STA
1+720
1+760
TO COMPLETE THE WORK
80
CH
7
0
150
1+
1+680
1+700
STA: 1 RESHAPE
AN DIT
1+740
REMOVE EXISTING WOODEN POST W-BEAM GUARDRAIL AND
1+660
00
REPLACE WITH NEW STEEL STRONG POST GUARDRAIL
+770.0
REPLACE GUARDRAIL
BEGIN REMOVE AND
E
150mm DIA. CORRUGATED HDPE 50mm MILL AREA
40
L
BEGIN REMOVE
TREATMENT B DRAIN PIPE (NON-PERFORATED)
C
STA: 1+729.201
INCLUDE FULL LANE
10.00
END
1+6
GUARDRAIL
SEE DETAILS 1/C-103
AND
FOR ANCHORING SEE WIDTH TO CL WHERE INSTALLING
STA: 1+748.812
DETAIL 7/C-102 1495 INTEGRAL ASPHALT CURB
620 -ASPHALT CURB END
TERMINATE/INTEGRATE TO 150mm DIA. CORRUGATED HDPE
DRAIN PIPE (NON-PERFORATED) TO EXISTING 0 2021.09.07 ISSUED FOR TENDER CH/LJ JH MM
1+
ROCKY OUTCROPPING/VEGETATED SURFACE INTEGRAL ASPHALT CURB
Drawn Designed Approved
DOWNHILL FROM ROADSIGN. REMOVE AND SALVAGE EXISTING LOCK-BLOCKS
Rev. Date Description
Dessiné Conçu Approuvé
-ANCHOR DRAIN PIPE TO EXISTING GROUND. 1490
SUPPLY AND INSTALL NEW GABION BASKET RETAINING WALL
600
-ANCHOR PIPE WITH 10M REBAR, SEE CHANNEL 2 TREATMENT DETAIL BELOW
U-BEND WITH 75mm RADIUS EMBEDDED, PAD FOR ASPHALT CURB END
detail number
1+
REMOVE 1500mm LONG x 300mm WIDE A
ANCHORS MIN 300mm INTO SLOPE. REMOVE AND SALVAGE EXISTING LOCK-BLOCKS numéro de detail
-OUTLET END TREATMENT WITH TYPE 1 NON x 200mm DEEP. FILL WITH A source drawing no. A
150mm AT DES 2 CLASS 20 AND 50mm ACP SUPPLY AND INSTALL NEW GABION BASKET RETAINING WALL B de dessin no.
WOVEN GEOTEXTILE AND CLASS 1M RIPRAP
1485 SEE CHANNEL 1 TREATMENT DETAIL BELOW B C
-300mm THICK MIN, -1000mm WIDE, TIE-IN ASPHALT CURB AND SWALE TO C C detail on drawing no.
580
detail sur dessin no.
-5000mm LONG ANCHOR DRAIN PIPE
1+
PLOTTED: 2021/09/7 2:15 PM
Consultant's Stamp Eng. Stamp
SECTION 1 & SECTION 2 PLAN Sceau de l'expert-conseil Sceau de l'ingénieur
SCALE 1:400
REMOVE EXISTING WOODEN POST W-BEAM GUARD RAIL
SAW CUT AT THE MILLING TO AND REPLACE WITH NEW STRONG POST GUARD RAIL
SAWCUTS FULL DEPTH EXCAVATION REMOVAL AND REPLACEMENT FULL RE-BUILD INTERFACE
50mm MILL AREA 100mm HIGH INTEGRAL ASPHALT CURB
CLEAN AND RESHAPE 50mm MILL/INLAY
FULL LANE WIDTH TO CL WHERE TYPE 2 NON-WOVEN GEOTEXTILE
EXISTING DITCHES. CL
INSTALLING
ROAD C/L INTEGRAL ASPHALT CURB (NILEX 4551 OR EQUIVALENT AS APPROVED BY DEPARTMENTAL REPRESENTATIVE)
SEE DETAIL SHEET 5/C-102
INSTALLED ON BACK FACE OF ALL BASKETS
FILE: \\CGY-FS3\VOL1$\PROJECTS\2511 00767 00 PARKS CATEGORY 4-6 ROADS BANFF\10.0 DRAWINGS_YR5_NORQUAY WASHOUT\10.3 SHEET FILES\10.3.2 STAGE 2\00767-100-PLAN_QUANTITIES.DWG
INTEGRAL ASPHALT INSTALLED WRAPPING DRAIN ROCK LAYER
CURB REMOVE AND DISPOSE OF EX. WOOD POST
W-BEAM GUARDRAIL AND REPLACE WITH NEW ORIGINAL GROUND 1m X 1m X 2m AND 1m X 1m X 3m
Client
EOP STEEL STRONG POST GUARDRAIL PAVEMENT STRUCTURE PVC COATED GABION BASKET RETAINING WALL,
· 50mm TOP LIFT AT Type M1 – 12.5mm, PG 52-34 ACP 3m TALL X 16m LONG BY 2m WIDE (BOTTOM ROW)
- (MATCH EXISTING GRADE) 1m WIDE (MIDDLE AND TOP ROWS). Parks Canada Agency
PVC COATED L'Agence Parcs Canada
- TIE-IN TO 50mm MILLED TIE-IN SUCCESSIVE BASKET ROWS STEPPED BACK 0.3m Western and Northern
GABION BASKET Ouest et Nord
(FULL UPHILL/OUTSIDE LANE WIDTH) FROM FACE OF BASKET ROW BELOW. Region
WALL - SEE DETAILS du Canada
· 50mm BOTTOM LIFT AT TYPE M1 – 12.5mm, PG 52-34 ACP AS PER AT STD. SPECIFICATIONS FOR HIGHWAY
· 300mm AT DES 2 CLASS 20 GBC (100% SPD) CONSTRUCTION (CURRENT) SECTION 6.10 GABIONS
APPROXIMATE · AT DES 6 CLASS 80 PIT-RUN (98% SPD) AND GABION MATTRESSES
WASHOUT BOUNDARY 300mm AT DES 2
EXCAVATE 1:1 CLASS 20 GBC RIPRAP
RIPRAP BENCH EXCAVATION AS REQUIRED PAD ON · 500mm THICK AT CLASS 2 Consultant's Name
Nom de l'expert-conseil
· 500mm THICK AT CLASS 2 RECOMPACT ALL EXISTING SUBGRADE (98%SPD) APPROVED (BOTTOM LAYER - PLACED BOTTOM TO TOP)
(BOTTOM LAYER - PLACED SUBGRADE TO BE INSPECTED BY CONSULTANT SUBGRADE · 500mm THICK AT CLASS 1
BOTTOM TO TOP) GEOTECHNICAL ENGINEER (TOP LAYER - PLACED BOTTOM TO TOP)
· 500mm THICK AT CLASS 1 TYPE 1 NON-WOVEN GEOTEXTILE HAND/MACHINE PLACED
(TOP LAYER - PLACED MIN 300mm THICK 20mm TO 80mm DRAIN ROCK (NILEX 4510/4512/4516 NO DUMPING WILL BE PERMITTED
BOTTOM TO TOP) COMPACTED UNDER CONSULTANT SUPERVISION OR APPROVED ALTERNATE AS
HAND/MACHINE PLACED WRAPPED IN TYPE 2 NON-WOVEN GEOTEXTILE APPROVED BY DEPARTMENTAL
NO DUMPING WILL BE (NILEX 4551 OR APPROVED ALTERNATE AS REPRESENTATIVE)
PERMITTED APPROVED BY DEPARTMENTAL REPRESENTATIVE) BENCH 2.0m WIDE
10.0m EOP TO CHANNEL REHAB END Project Title
Titre du projet
PLAN VIEW
1 CHANNEL 1 TREATMENT
PROFILE VIEW
2021 NORQUAY ROAD
C-101 SCALE NTS
SAWCUTS FULL DEPTH EXCAVATION
100mm HIGH INTEGRAL ASPHALT CURB WASHOUT REHABILITATION
REMOVE EXISTING WOODEN POST W-BEAM GUARD RAIL TYPE 2 NON-WOVEN GEOTEXTILE
REMOVAL AND REPLACEMENT NOTES:
AND REPLACE WITH NEW STRONG POST GUARD RAIL (NILEX 4551 OR EQUIVALENT AS APPROVED BY DEPARTMENTAL REPRESENTATIVE) STAGE II
50mm MILL AREA. INCLUDED FULL LANE 1. DIMENSIONS ARE APPROXIMATE AS INSTALLED ON BACK FACE OF ALL BASKETS
WIDTH TO CL WHERE INSTALLING OF JULY 14, 2021. SIGNIFICANT SAW CUT AT THE MILLING TO INSTALLED WRAPPING DRAIN ROCK LAYER BANFF, ALBERTA
CHANGES MAY HAVE OCCURED SINCE
INTEGRAL ASPHALT CURB FULL RE-BUILD INTERFACE BANFF NATIONAL PARK, AB
THE DATE OF INSPECTION. EXISTING 1m X 1m X 2m AND 1m X 1m X 3m
SITE CONDITIONS SHOULD BE CL PVC COATED GABION BASKET RETAINING WALL, Drawing Title
ROAD C/L REMOVE AND DISPOSE OF EX. WOOD ASSESSED PRIOR TO CONDUCTING Titre du dessin
3m TALL X 16m LONG BY 2m WIDE (BOTTOM ROW)
POST GUARDRAIL AND REPLACE WITH THE WORK AND IF NECESSARY
DESIGN REVISIONS BE MADE TO THE 1m WIDE (MIDDLE AND TOP ROWS).
NEW STEEL STRONG POST GUARDRAIL SATISFACTION OF THE ORIGINAL GROUND SUCCESSIVE BASKET ROWS STEPPED BACK 0.3m FROM FACE OF
DEPARTMENTAL REPRESENTATIVE. BASKET ROW BELOW.
50mm MILL/INLAY
EOP
INTEGRAL ASPHALT
CURB
CLEAN AND RESHAPE AS PER AT STD. SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SECTION 1 &
EXISTING DITCHES. (CURRENT) SECTION 6.10 GABIONS AND GABION MATTRESSES
SEE DETAIL SHEET 5/C-102 SECTION 2 PLAN
PAVEMENT STRUCTURE 300mm PVC SDR 35 SOLID PIPE
PVC COATED GABION BASKET · 50mm TOP LIFT AT Type M1 – 12.5mm, PG 52-34 ACP
WALL - SEE DETAILS 90 DEGREE BEND THROUGH GABION WALL
- (MATCH EXISTING GRADE) SLOPE AT 2%
- TIE-IN TO 50mm MILLED TIE-IN Surveyed by / Arpenté par Drawn by / Dessiné par Date
(FULL UPHILL/OUTSIDE LANE WIDTH) 300mm AT DES 2 RIPRAP
300mm PVC SDR 35 SOLID PIPE CLASS 20 GBC · 500mm THICK AT CLASS 2 McELHANNEY LJ/CH 2021.09.07
90 DEGREE BEND THROUGH GABION WALL
· 50mm BOTTOM LIFT AT TYPE M1 – 12.5mm, PG 52-34 ACP
· 300mm AT DES 2 CLASS 20 GBC (100% SPD) PAD ON (BOTTOM LAYER - PLACED BOTTOM TO TOP) Designed by / Conçu par Reviewed by / Revisé par Scale / Échelle
SLOPE AT 2% APPROVED · 500mm THICK AT CLASS 1
· AT DES 6 CLASS 80 PIT-RUN (98% SPD) JH MM AS SHOWN
APPROXIMATE SUBGRADE (TOP LAYER - PLACED BOTTOM TO TOP)
WASHOUT BOUNDARY RIPRAP EXCAVATE 1:1 HAND/MACHINE PLACED Parks Canada Project Manager / Administrateur de Projets Parcs Canada
· 500mm THICK AT CLASS 2 BENCH EXCAVATION AS REQUIRED TYPE 1 NON-WOVEN NO DUMPING WILL BE PERMITTED
(BOTTOM LAYER - PLACED BOTTOM TO TOP) RECOMPACT ALL EXISTING SUBGRADE (98%SPD) GEOTEXTILE
· 500mm THICK AT CLASS 1 SUBGRADE TO BE INSPECTED BY CONSULTANT (NILEX 4510/4512/4516 Client Acceptance / Acceptation du client Approved by / Approuvé par
(TOP LAYER - PLACED BOTTOM TO TOP) GEOTECHNICAL ENGINEER OR APPROVED ALTERNATE
HAND/MACHINE PLACED AS APPROVED BY
NO DUMPING WILL BE PERMITTED MIN 300mm THICK 20mm TO 80mm DRAIN ROCK DEPARTMENTAL
COMPACTED UNDER CONSULTANT SUPERVISION REPRESENTATIVE) BENCH 2.0m WIDE Parks Canada Responsible Officer / Agent Responsable Parcs Canada Parks Canada Project Manager / Administrateur de Projets Parcs Canada
WRAPPED IN TYPE 2 NON-WOVEN GEOTEXTILE Project No. / No. du projet Asset No. / No. du-bien Sheet No.
(NILEX 4551OR APPROVED ALTERNATE AS 10.0m EOP TO CHANNEL REHAB END No. de la feuille
APPROVED BY DEPARTMENTAL REPRESENTATIVE) 2511-00767-00
PLAN VIEW
2 CHANNEL 2 TREATMENT PROFILE VIEW
Drawing Reference No. / No. de réference du dessin
3
C-101 SCALE NTS
C-101
Paper Size: ANSI D (22 x 34")
0 10 20 30 40 50 60 70 80 90 100mmTHIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED,
REUSED, OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL
NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS
DRAWING AND DESIGN.
THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET
THE STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME
OF PREPARATION. McELHANNEY, IT'S EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL
NOT BE LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE
150mm DIA. CORRUGATED HDPE OR RELIANCE UPON, OR ANY CHANGES MADE TO THIS DRAWING, BY ANY THIRD PARTY
DRAIN PIPE (NON-PERFORATED) INCLUDING CONTRACTORS, SUPPLIERS, CONSULTANTS, AND STAKEHOLDERS, OR THEIR
EMPLOYEES OR AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.
INFORMATION ON EXISTING UTILITIES MAY NOT BE COMPLETE OR ACCURATE.
McELHANNEY, IT'S EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR
THE LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES, OR OTHER FACILITIES
WHETHER SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION,
10M REBAR (APPROX 1m LONG) CONTRACTOR SHALL EXPOSE LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING
OR HYDROVAC AND ADVISE THE ENGINEER OF POTENTIAL CONFLICTS.
300mm MIN EMBEDMENT
SPACED APPROX 1.5M O/C COORDINATES ARE GRID IN NAD 83 CSRS UTM ZONE 11. ALL ELEVATIONS ARE GEODETIC
300mm MIN
EXISTING GROUND 7 TYPICAL ACHORING DETAIL
C-102 SCALE NTS
REMOVE AND DISPOSE ALL WASTE
ROAD MATERIAL OUTSIDE OF THE PARKS.
SOME ROCK RIPPING AND
REMOVAL MAY BE REQUIRED.
1 1
0 2021.09.07 ISSUED FOR TENDER CH/LJ JH MM
2 2 16.0m
Drawn Designed Approved
CUT DITCH SLOPES AT 2:1, Rev. Date Description
Dessiné Conçu Approuvé
AT DES 6 CLASS 80 300mm AT DES
OR STEEPER IN SOME
AREAS AS DIRECTED. 2 CLASS 20
ROCK (TYP.)
0.7m DRAIN
ENSURE MIN. 2% DITCH ASPHALT CURB A detail number
0.3m
GRADE numéro de detail
A B source drawing no. A
de dessin no.
C B C
STEP-BACK
detail on drawing no.
C detail sur dessin no.
(TYP.)
0.3m
PLOTTED: 2021/09/7 11:59 AM
Consultant's Stamp Eng. Stamp
Sceau de l'expert-conseil Sceau de l'ingénieur
5 TYPICAL DITCH CLEANOUT
STEP-BACK
C-102 SCALE NTS
3.0m GABION 2.0m GABION
3.0m GABION
(TYP.)
BASKET BASKET (TYP.)
0.3m
BASKET
TOP LAYER
FILE: \\CGY-FS3\VOL1$\PROJECTS\2511 00767 00 PARKS CATEGORY 4-6 ROADS BANFF\10.0 DRAWINGS_YR5_NORQUAY WASHOUT\10.3 SHEET FILES\10.3.2 STAGE 2\00767-100-PLAN_QUANTITIES.DWG
Client
Parks Canada Agency L'Agence Parcs Canada
16.0m
Western and Northern Ouest et Nord
Region du Canada
0.3m
ROCK (TYP.)
EOP
1.0m DRAIN
Consultant's Name
STEP-BACK
Nom de l'expert-conseil
(TYP.)
0.3m
FOR NEW STRONG POST
W-BEAM GUARDRAIL SPEC SEE
AT STD SPECIFICATIONS FOR 2.0m GABION
HIGHWAY CONSTRUCTION REV BASKET (TYP.)
16 SECTIONS 2.19 AND 5.25
MIDDLE LAYER
REMOVE AND REINSTALL Project Title
Titre du projet
EX. STEEL POST GUARDRAIL IF REQUIRED,
OR INSTALL NEW STEEL STRONG POST GUARDRAIL
FRONT FACE OF CURB TO BE ALIGNED WITH
2021 NORQUAY ROAD
100 20
FRONT FACE OF PROPOSED GUARDRAIL WASHOUT REHABILITATION
STAGE II
0
R=
5
R=
50
16.0m
BANFF, ALBERTA
BANFF NATIONAL PARK, AB
ASPHALT PAVEMENT
MIN
100
· TOP OF CURB TO MATCH TOP OF Drawing Title
GABION WALL AT TIE-IN 3.0m GABION 3.0m GABION Titre du dessin
· CURB HEIGHT MAY VARY AT BASKET BASKET
0.3m DRAIN
GABION WALL TIE-IN EOP
0.3m
ROCK
SECTION 1 &
140
2.0m GABION
SECTION 2 DETAILS
BASKET
Surveyed by / Arpenté par Drawn by / Dessiné par Date
McELHANNEY LJ/CH 2021.09.07
2.0m GABION Designed by / Conçu par Reviewed by / Revisé par Scale / Échelle
TYPICAL INTEGRAL ASPHALT CURB BASKET (TYP.)
6 JH MM AS SHOWN
C-102 SCALE NTS
Parks Canada Project Manager / Administrateur de Projets Parcs Canada
BOTTOM LAYER
Client Acceptance / Acceptation du client Approved by / Approuvé par
Parks Canada Responsible Officer / Agent Responsable Parcs Canada Parks Canada Project Manager / Administrateur de Projets Parcs Canada
Project No. / No. du projet Asset No. / No. du-bien Sheet No.
No. de la feuille
8 GABION WALL BASKET LAYOUT 2511-00767-00
C-102 SCALE NTS
Drawing Reference No. / No. de réference du dessin
4
C-102
Paper Size: ANSI D (22 x 34")
0 10 20 30 40 50 60 70 80 90 100mm3+380
THIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED,
REUSED, OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL
3+360
NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS
1600 DRAWING AND DESIGN.
THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET
0
3+34
THE STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME
OF PREPARATION. McELHANNEY, IT'S EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL
NOT BE LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE
0
1595 OR RELIANCE UPON, OR ANY CHANGES MADE TO THIS DRAWING, BY ANY THIRD PARTY
3+32
INCLUDING CONTRACTORS, SUPPLIERS, CONSULTANTS, AND STAKEHOLDERS, OR THEIR
1585 EMPLOYEES OR AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.
0
INFORMATION ON EXISTING UTILITIES MAY NOT BE COMPLETE OR ACCURATE.
3+30
20
1590 McELHANNEY, IT'S EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR
3+2
1580 THE LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES, OR OTHER FACILITIES
RESHAPE AND CLEAN DITCH.
0
WHETHER SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION,
1585
3+28
PROVIDE POSITIVE DRAINAGE. CONTRACTOR SHALL EXPOSE LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING
3+240
OR HYDROVAC AND ADVISE THE ENGINEER OF POTENTIAL CONFLICTS.
START AT 2+750 (START OF GUARDRAIL)
3+260
END AT STA 3+170 (MIDDLE OF HAIRPIN CURVE) COORDINATES ARE GRID IN NAD 83 CSRS UTM ZONE 11. ALL ELEVATIONS ARE GEODETIC
SEE DETAIL 5/C-102 1575
NOTE:
DITCH CLEANOUT LIMITS ARE
STA: 2+895.225
STA: 2+881.084
APPROXIMATE AND ARE TO BE
CONFIRMED ON SITE PRIOR TO 1570
COMMENCING THE WORK
2+980
3+000
2+960
3+020
2+940
3+040
2+920
3+060
2+840
2+860
2+880
2+900
3+080
1560
1570
TREATMENT C 0 2021.09.07 ISSUED FOR TENDER CH/LJ JH MM
155 SEE DETAIL 12/C-103
565
Designed Approved
TREATMENT B 5 Rev. Date Description
Drawn
Dessiné Conçu Approuvé
SEE DETAIL 1/C-103
detail number
A numéro de detail
15 A B source drawing no. A
TREATMENT C 50 de dessin no.
SEE DETAIL 2/C-103 C detail on drawing no. B C
C detail sur dessin no.
PLOTTED: 2021/09/7 12:04 PM
Consultant's Stamp Eng. Stamp
Sceau de l'expert-conseil Sceau de l'ingénieur
1545
SECTION 3 PLAN
FILE: \\CGY-FS3\VOL1$\PROJECTS\2511 00767 00 PARKS CATEGORY 4-6 ROADS BANFF\10.0 DRAWINGS_YR5_NORQUAY WASHOUT\10.3 SHEET FILES\10.3.2 STAGE 2\00767-100-PLAN_QUANTITIES.DWG
1540
SCALE 1:400
Client
Parks Canada Agency L'Agence Parcs Canada
Western and Northern Ouest et Nord
Region du Canada
EOP
. 1m
ROX
APP
SEDIMENT,
ORGANIC MATTER Consultant's Name
Nom de l'expert-conseil
3-2 SPACING DEPENDS
ROAD C/L m ON SOIL TYPE AND APPROX.
SLOPE STEEPNESS ADJACENT
230mm DIA.
ROLLS SHALL
N
m
- 50mm MILL, 300mm WIDTH REMOVE AND REINSTALL
MI
TIGHTLY ABUT
5m
- FULL DEPTH ACP REMOVAL 700mm WIDTH SAW EX. STEEL POST GUARDRAIL
m
12
0m
CUT
m-
30
m
75
EOP
NOTES: Project Title
PLACE AT FIBRE ROLLS
1.0m
RE-BUILD ROAD EMBANKMENT. AT FIBRE ROLLS INSTALLATION REQUIRES Titre du projet
OVER TOP OF AT
THE PLACEMENT AND SECURE STAKING
VARIES AS PER SITE CONDITION
OF THE ROLL IN A TRENCH, 75-125mm
TEMPORARY EROSION
CONTROL BLANKETS -
2021 NORQUAY ROAD
(3-5") DEEP, DUG ON CONTOUR. RUNOFF
MUST NOR BE ALLOWED TO RUN UNDER
TYPE C WASHOUT REHABILITATION
OR AROUND ROLL.
STAGE II
APPROXIMATE BANFF, ALBERTA
WASHOUT BOUNDARY REMOVE AND REINSTALL
EX. STEEL STRONG POST GUARDRAIL, BANFF NATIONAL PARK, AB
RE-SHAPE WITH EXITING MATERIALREMOVE AND REINSTALL IF REQUIRED TO COMPLETE THE Drawing Title
EX. STEEL STRONG POST GUARDRAIL AS REQUIRED
TO COMPLETE THE WORK WORK Titre du dessin
RE-BUILD ROAD EMBANKMENT, RESHAPE EXISTING NATIVE
MATCH EXISTING SLOPE
FULL DEPTH ACP REMOVAL EMBANKMENT TO REMOVE
RILLS AS DIRECTED BY
SECTION 3 PLAN
700mm WIDTH AT TEMPORARY EROSION CONTROL BLANKETS -
DEPARTMENTAL
SAW CUT AT THE MILLING TO TYPE C OVER EXPOSED GRAVEL SLOPE,
PLAN VIEW REPRESENTATIVE
FULL RE-BUILD INTERFACE MATERIALS TO BE APPROVED BY PCA ESO PRIOR
TO ORDERING, INSTALLATION TO BE AS PER AT TEMPORARY EROSION CONTROL BLANKETS - TYPE C
50mm MILL 300mm WIDTH MANUFACTURER RECOMMENDATIONS. LOCATIONS OVER EXPOSED GRAVEL SLOPE.
AND EXTENTS TO BE CONFIRMED ON SITE MATERIALS TO BE APPROVED BY PCA ESO PRIOR TO Surveyed by / Arpenté par Drawn by / Dessiné par Date
ORDERING, INSTALLATION TO BE AS PER McELHANNEY LJ/CH 2021.09.07
ORIGINAL GROUND SAW CUT INSTALL 3 ROWS OF AT FIBRE ROLLS, MANUFACTURER RECOMMENDATIONS. LOCATIONS AND Designed by / Conçu par Reviewed by / Revisé par Scale / Échelle
SPACED 2m TO 3m OR AS DIRECTED, STAKES SPACED EXTENTS TO BE CONFIRMED ON SITE
PAVEMENT STRUCTURE ROUGHLY AT 1m AND EMBEDDED ROUGHLY 300mm. JH MM AS SHOWN
ORIGINAL GROUND INSTALL 3 ROWS OF AT FIBRE ROLLS,
· 50mm TOP LIFT AT Type M1 – 12.5mm, PG 52-34 ACP SPACED 2m TO 3m OR AS DIRECTED, STAKES SPACED Parks Canada Project Manager / Administrateur de Projets Parcs Canada
(MATCH EXISTING GRADE) MATERIALS TO BE APPROVED PRIOR TO ORDERING,
INSTALLATION TO BE AS PER MANUFACTURER ROUGHLY AT 1m AND EMBEDDED ROUGHLY 300mm.
· 50mm BOTTOM LIFT AT Type M1 – 12.5mm, PG 52-34 ACP
· 300mm AT DES 2 CLASS 20 GBC (100% SPD) RECOMMENDATIONS. LOCATIONS AND EXTENTS TO BE Client Acceptance / Acceptation du client Approved by / Approuvé par
CONFIRMED ON SITE MATERIALS TO BE APPROVED PRIOR TO ORDERING,
· 300mm AT DES 6 CLASS 80 PIT-RUN (98% SPD) INSTALLATION TO BE AS PER MANUFACTURER
· RECOMPACT EXISTING SUBGRADE (98%SPD) PROFILE VIEW
RECOMMENDATIONS. LOCATIONS AND EXTENTS TO BE
CONFIRMED ON SITE Parks Canada Responsible Officer / Agent Responsable Parcs Canada Parks Canada Project Manager / Administrateur de Projets Parcs Canada
Project No. / No. du projet Asset No. / No. du-bien Sheet No.
1 TREATMENT B 2 TREATMENT C No. de la feuille
C-103 SCALE NTS C-103 SCALE NTS 2511-00767-00
Drawing Reference No. / No. de réference du dessin
5
C-103
Paper Size: ANSI D (22 x 34")
0 10 20 30 40 50 60 70 80 90 100mmTHIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED,
REUSED, OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL
NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS
DRAWING AND DESIGN.
THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET
THE STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME
OF PREPARATION. McELHANNEY, IT'S EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL
NOT BE LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE
OR RELIANCE UPON, OR ANY CHANGES MADE TO THIS DRAWING, BY ANY THIRD PARTY
INCLUDING CONTRACTORS, SUPPLIERS, CONSULTANTS, AND STAKEHOLDERS, OR THEIR
EMPLOYEES OR AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.
1635
INFORMATION ON EXISTING UTILITIES MAY NOT BE COMPLETE OR ACCURATE.
McELHANNEY, IT'S EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR
THE LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES, OR OTHER FACILITIES
WHETHER SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL EXPOSE LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING
OR HYDROVAC AND ADVISE THE ENGINEER OF POTENTIAL CONFLICTS.
1630
COORDINATES ARE GRID IN NAD 83 CSRS UTM ZONE 11. ALL ELEVATIONS ARE GEODETIC
162
5
1620
3+760
3+740
3+780
NOTE:
3+720
DITCH CLEANOUT LIMITS ARE
APPROXIMATE AND ARE TO BE
0
3+80
CONFIRMED ON SITE PRIOR TO
0
3+70
COMMENCING THE WORK
1615
650 CH
STALEAN APE
0
C3
.00
: 3+ DIT
INSTALL ROCK
80
SH
1610
3+6
CHECK DAM SEE
AN ND RE
DETAIL 2/C-104
1605
DC
1605
E
RESHAPE AND CLEAN DITCH.
PROVIDE POSITIVE DRAINAGE.
L4 SEE DETAIL 5/C-102
60
3 +6
40
TREATMENT C EX CSP
3+6
00 SEE DETAIL 2/C-103
16 0 2021.09.07 ISSUED FOR TENDER CH/LJ JH MM
Drawn Designed Approved
Rev. Date Description
0
Dessiné Conçu Approuvé
3+62
0
detail number
A
3+60
numéro de detail
A B source drawing no. A
530 CH
STA EAN D PE
1595 de dessin no.
.000
0
C B C
IT
detail on drawing no.
3+58
SHA
C detail sur dessin no.
AND IN RE
PLOTTED: 2021/09/7 12:07 PM
: 3+
0
Consultant's Stamp Eng. Stamp
3+56
Sceau de l'expert-conseil Sceau de l'ingénieur
CL
BEG
40
3+5
159
0
FILE: \\CGY-FS3\VOL1$\PROJECTS\2511 00767 00 PARKS CATEGORY 4-6 ROADS BANFF\10.0 DRAWINGS_YR5_NORQUAY WASHOUT\10.3 SHEET FILES\10.3.2 STAGE 2\00767-100-PLAN_QUANTITIES.DWG
Client
TREATMENT C
SEE DETAIL 2/C-103
Parks Canada Agency L'Agence Parcs Canada
TREATMENT C Western and Northern Ouest et Nord
85 SEE DETAIL Region du Canada
15 SHEET 2/C-103
SECTION 4 PLAN
SCALE 1:400
Consultant's Name
Nom de l'expert-conseil
EOP
EDGE OF PAVEMENT
Project Title
Titre du projet
200 MIN BELOW
ROAD C/L 2021 NORQUAY ROAD
WASHOUT REHABILITATION
STAGE II
EOP 300mm MIN. BANFF, ALBERTA
350mm MIN THICK CLASS 1M RIP RAP BANFF NATIONAL PARK, AB
CLASS 1 RIP RAP (AT) 500
Drawing Title
Titre du dessin
3:1
OR
MAX.
FLA
800
FLOW 2:1 T TER
SECTION 4 PLAN
APPROXIMATE
WASHOUT BOUNDARY TYPE 1 NON WOVEN ORIGINAL GROUND
GEOTEXTILE
(NILEX 4510/4512/4516 INSTALL TYPE 1 NON-WOVEN GEOTEXTILE ROCK SET IN 100mm
OR EQUIVALENT AS (NILEX 4510/4512/4516 TRENCH MIN. Surveyed by / Arpenté par Drawn by / Dessiné par Date
CLASS 1 RIP RAP (AT) APPROVED BY PROFILE VIEW OR APPROVED ALTERNATE AS APPROVED BY McELHANNEY LJ/CH 2021.09.07
OVER NON WOVEN DEPARTMENTAL DEPARTMENTAL REPRESENTATIVE)
Designed by / Conçu par Reviewed by / Revisé par Scale / Échelle
GEOTEXTILE REPRESENTATIVE)
(NILEX 4510/4512/4516 OR JH MM 1:400
EQUIVALENT AS Parks Canada Project Manager / Administrateur de Projets Parcs Canada
APPROVED BY
DEPARTMENTAL
REPRESENTATIVE) 2 ROCK CHECK DAM Client Acceptance / Acceptation du client Approved by / Approuvé par
PLAN VIEW C-104 SCALE NTS
Parks Canada Responsible Officer / Agent Responsable Parcs Canada Parks Canada Project Manager / Administrateur de Projets Parcs Canada
1 TREATMENT A - PLAN AND PROFILE Project No. / No. du projet Asset No. / No. du-bien Sheet No.
C-104 SCALE NTS No. de la feuille
2511-00767-00
Drawing Reference No. / No. de réference du dessin
6
C-104
Paper Size: ANSI D (22 x 34")
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