A
I
R
P
O
R
T
P
A
R
K
W
A
Y
P
R
I
V
A
T
E
AIRPORT PARKWAY PRIVATE
OVERHEAD SIGN WITH
CONCRETE FOOTINGS
BH-1
BH-1A
BH-2
BH-3
BH-4
BH-5
BH-6
BH-8
BH-9
BH-10
BH-7
HOTEL DROP OFF
PHASE 1
LEVEL 1 FFE = 120.200
LEVEL 0 FFE = 116.200
P
H
A
S
E
2
(
F
U
T
U
R
E
)
B
B
B
B
271
274
269
245
238
237
239
272
273
270
236
241
240
264
263
262
250
249
258
257251
235
248
256
252
253
254
255
244
234
246
233
243
242
247
226
227
228
229
230
231
232
3
213
210212
211
3
1
2
4
5
6
216
217
218
215
214
219
220
221
223
222
224
7
8
12
11
10
8
9
225
13
19
18
15
14
261
260
259
16
17
16
266
265
267
268
RED OSIER DOGWOOD, FLOWERING
CRAB APPLE (AND ALL OTHER
SPECIES) NOTED ON THE "C.12
TRANSPORT CANADA, SAFETY AND
SECURITY, AERODROME SAFETY
BRANCH, C.4 ORNAMENTAL TREES
AND SHRUBS ATTRACTIVE TO BIRDS
LIST," TO BE REMOVED
PROPOSED
alt HOTEL
PHASE 1
THE UNDERGROUND FEATURES AND INFORMATION THAT
APPEAR ON THE DRAWINGS WERE OBTAINED FROM THE PUBLIC
UTILITY COMPANIES AND/OR FROM THE CITY EACH
RESPECTIVELY.
ALL INFORMATION UNDER THE LEGEND 'EXISTING' IS FOR
INFORMATION ONLY. COMPLETE OR EXACT LOCATION AND
ELEVATION OF UNDERGROUND SERVICES ARE NOT
GUARANTEED.
CERTAIN UNDERGROUND FEATURES ON PRIVATE PROPERTY
ARE NOT SHOWN ON THE CURRENT DRAWING.
ANYONE WHO PROCEEDS WITH EXCAVATION WORK SHALL
VERIFY THE EXACT LOCATION OF ALL UNDERGROUND
FEATURES, BY EXPLORATORY EXCAVATIONS, AND SHALL
ASSUME FULL RESPONSIBILITY IF THERE IS ANY DAMAGE THAT
OCCURS DURING WORK.
THE CONTRACTOR WILL HAVE THE RESPONSIBILITY AND THE
OBLIGATION TO VALIDATE, BY EXPLORATORY EXCAVATION, THE
SIZE OF THE PUBLIC UTILITIES UNDERGROUND SERVICES AND
TO WARN THE ENGINEER OF ANY CONFLICT WITH THE
PROJECTED WORK.
240 Catherine St., Suite 110OTTAWA (ON), K2P 2G8T. 613.860.2462
660 Ave. Royale,Québec (QC), G1E 1Y7T. 418.666.0009
815, Boul. Lebourgneuf, Bur. 406Québec (QC), G2J 0C1T. 418.871.8103
STAM
P
NOT FOR CONSTRUCTION
DESIGN INTENT ONLY
DRAW
INGPR
INTING
/ REV
ISION
SFIL
E #NO
TES
CONS
ULTA
NTS
PAGE
CLIEN
TPR
OJEC
T
| PAPER FORMAT : ISO A1 |
The contractor must verify all dimensions and communicate anydiscrepancies with the architect before carrying out the work.
This document remains the property of «LEMAYMICHAUD ArchitectureDesign » and should be used only for the specific use which it isintended.
SCALE:
DATE PRINTED: FILE: C10\OTT_Projects\A\A000874_Ottawa Airport - ALT-Hotel\400\460\L001.dwg
STRUCTURE
MECHANICAL / ELECTRICAL
CIVIL / LANDSCAPE / INFRASTRUCTURE
2019-08-23
ALT Ottawa Airport1085 Airport Parkway PrivateOttawaOntarioK1V 9B4
TREE INVENTORY,REMOVALS ANDPRESERVATION PLAN
L001
DRAW BY: L. May APPROVED BY: L. Cullen
DESIGNED BY: CHECKED BY:
38118L
AS INDICATED
Scale: 1 : 300L001
1
TREE INVENTORY, REMOVALS AND PRESERVATION PLAN
N
N
NO. DATE DESCRIPTION
A 2019-01-21 ISSUED FOR 90% REVIEWB 2019-03-25 ISSUED FOR SITE PLAN APPLICATION
0m 5m 10m 15m 20m 25m
EDGE PAVING
BORDER
CENTRE LINE
LAMP
EXISTING TREES WITH TREE INVENTORY NUMBER
WOODED AREAS WITH TREE INVENTORY NUMBER
TOP OF SLOPE
BOTTOM OF SLOPE
LIMIT OF WORK
LEGEND
EXISTING PROPOSED
ELEVATION
113.00
SEE CHART
TREE PROTECTION FENCE
SEE DETAIL
PROPOSED TREES
(SEE PLANTING DETAIL)
C 2019-07-18 ISSUED FOR SITE PLAN APPLICATION R1D 2019-09-20 ISSUED FOR SITE PLAN APPROVAL R2
19/09/2019
40mm X 40mm X 5mm T-BAR AT 1500mm o.c.
UNDISTURBED NATIVE SOIL
VARIABLE
15
00
TREE PROTECTION DETAIL
N.T.S.
10
00
DR
IP
LIN
E
DR
IP
LIN
E
FASTENED TO EACH T-BAR WITH WIRE TIES
100mm X 50mm X 1500mm 14 GAUGE UTILITY FENCE
DO NOT CUT OR DAMAGE LEADER
PRUNE ONLY INJURED OR DEAD BRANCHES. RETAIN NATURAL SHAPE
CUTTING OF ROOTS ARUND EXISTING TREES TO BE
PRESERVED WILL NOT BE PERMITTED WITHOUT
APPROVAL FROM THE SITE INSPECTOR
NO CONSTRUCTION ACTIVITY, MATERIAL STORAGE,
GRADE CHANGE, SURFACE TREATMENT OR
EXCAVATIONS OF ANY KIND SHALL BE PERMITTED
INSIDE OF TREE PROTECTION ZONE
EXISTING GRADE TO BE RETAINED
ALL DIMENSIONS ARE IN MILLIMETERS
1
240 Catherine St., Suite 110OTTAWA (ON), K2P 2G8T. 613.860.2462
660 Ave. Royale,Québec (QC), G1E 1Y7T. 418.666.0009
815, Boul. Lebourgneuf, Bur. 406Québec (QC), G2J 0C1T. 418.871.8103
STAM
P
NOT FOR CONSTRUCTION
DESIGN INTENT ONLY
DRAW
INGPR
INTING
/ REV
ISION
SFIL
E #NO
TES
CONS
ULTA
NTS
PAGE
CLIEN
TPR
OJEC
T
| PAPER FORMAT : ISO A1 |
The contractor must verify all dimensions and communicate anydiscrepancies with the architect before carrying out the work.
This document remains the property of «LEMAYMICHAUD ArchitectureDesign » and should be used only for the specific use which it isintended.
SCALE:
DATE PRINTED: FILE: C10\OTT_Projects\A\A000874_Ottawa Airport - ALT-Hotel\400\460\L001.dwg
STRUCTURE
MECHANICAL / ELECTRICAL
CIVIL / LANDSCAPE / INFRASTRUCTURE
2019-08-23
ALT Ottawa Airport1085 Airport Parkway PrivateOttawaOntarioK1V 9B4
TREE INVENTORY REPORT ANDTREE PROTECTION FENCE DETAIL
L002
DRAW BY: L. May APPROVED BY: L. Cullen
DESIGNED BY: CHECKED BY:
38118L
AS INDICATED
NO. DATE DESCRIPTION
A 2019-01-21 ISSUED FOR 90% REVIEWB 2019-03-25 ISSUED FOR SITE PLAN APPLICATIONC 2019-07-18 ISSUED FOR SITE PLAN APPLICATION R1D 2019-09-20 ISSUED FOR SITE PLAN APPROVAL R2
19/09/2019
AIRPORT PARKWAY PRIVATE
BH-4
15
Hr
60
Sh
175
Sh
APPROXIMATE LOCATION OF
ALT HOTEL PYLON (BY OTHERS)
60
Hr
40
Hh
50
La
75
Hh
90
Sa
50
Sh
0
+
0
4
0
0
+
0
5
0
0
+
1
0
0
0
+
1
5
0
0
+
1
6
8
BH-1
BH-1A
BH-2
BH-3
BH-4
BH-5
BH-6
BH-8
BH-9
BH-10
BH-7
SEE ENLARGEMENT OF BIO SWALE
4
Gb
35
Ra
2
Af
76
Ra
3
Pp
3
Pa
1
Gt
5
Ll
3
Ov
3
Po
4
Ll
3
Gb
4
Pg
3
Qr
RELOCATED LIGHT
STANDARD
4
Gt
6
Po
PROPOSED
alt HOTEL
PHASE 2
PROPOSED
alt HOTEL
PHASE 1
BENCH: EQUIPARC MODEL EP 1900 (WITH
BACKREST), & MODEL EP 1901 (NO BACKREST),
WITH CONCRETE BASES OR APPROVED EQUAL
BIKE RACKS : EQUIPARC MODEL EP 5790OR
APPROVED EQUAL
5
Af
3
Ov
3
Ov
6
Qr
3
Qr
2
Gt
2
Gt
1
Qrf
1
Qrf
1
Qrf
20
H2
20
H3
37
H1
27
H3
65
H2
RELOCATED LIGHT
STANDARD
115
Js
2
Gb
PAVERS
ENLARGEMENT: 1:150
THE UNDERGROUND FEATURES AND INFORMATION THAT
APPEAR ON THE DRAWINGS WERE OBTAINED FROM THE PUBLIC
UTILITY COMPANIES AND/OR FROM THE CITY EACH
RESPECTIVELY.
ALL INFORMATION UNDER THE LEGEND 'EXISTING' IS FOR
INFORMATION ONLY. COMPLETE OR EXACT LOCATION AND
ELEVATION OF UNDERGROUND SERVICES ARE NOT
GUARANTEED.
CERTAIN UNDERGROUND FEATURES ON PRIVATE PROPERTY
ARE NOT SHOWN ON THE CURRENT DRAWING.
ANYONE WHO PROCEEDS WITH EXCAVATION WORK SHALL
VERIFY THE EXACT LOCATION OF ALL UNDERGROUND
FEATURES, BY EXPLORATORY EXCAVATIONS, AND SHALL
ASSUME FULL RESPONSIBILITY IF THERE IS ANY DAMAGE THAT
OCCURS DURING WORK.
THE CONTRACTOR WILL HAVE THE RESPONSIBILITY AND THE
OBLIGATION TO VALIDATE, BY EXPLORATORY EXCAVATION, THE
SIZE OF THE PUBLIC UTILITIES UNDERGROUND SERVICES AND
TO WARN THE ENGINEER OF ANY CONFLICT WITH THE
PROJECTED WORK.
240 Catherine St., Suite 110OTTAWA (ON), K2P 2G8T. 613.860.2462
660 Ave. Royale,Québec (QC), G1E 1Y7T. 418.666.0009
815, Boul. Lebourgneuf, Bur. 406Québec (QC), G2J 0C1T. 418.871.8103
STAM
P
NOT FOR CONSTRUCTION
DESIGN INTENT ONLY
DRAW
INGPR
INTING
/ REV
ISION
SFIL
E #NO
TES
CONS
ULTA
NTS
PAGE
CLIEN
TPR
OJEC
T
| PAPER FORMAT : ISO A1 |
The contractor must verify all dimensions and communicate anydiscrepancies with the architect before carrying out the work.
This document remains the property of «LEMAYMICHAUD ArchitectureDesign » and should be used only for the specific use which it isintended.
SCALE:
DATE PRINTED: FILE: C10\OTT_Projects\A\A000874_Ottawa Airport - ALT-Hotel\400\460\L001.dwg
STRUCTURE
MECHANICAL / ELECTRICAL
CIVIL / LANDSCAPE / INFRASTRUCTURE
2019-08-23
ALT Ottawa Airport1085 Airport Parkway PrivateOttawaOntarioK1V 9B4
LANDSCAPE PLAN
L003
DRAW BY: L. May APPROVED BY: L. Cullen
DESIGNED BY: P. Brocks CHECKED BY: P. Brocks
38118L
AS INDICATED
Scale: 1 : 300L003
1
LANDSCAPE PLAN
N
N
NO. DATE DESCRIPTION
A 2019-01-21 ISSUED FOR 90% REVIEWB 2019-03-25 ISSUED FOR SITE PLAN APPLICATION
0m 5m 10m 15m 20m 25m
EDGE PAVING
BORDER
CENTRE LINE
LAMP
EXISTING TREES WITH TREE INVENTORY NUMBER
WOODED AREAS WITH TREE INVENTORY NUMBER
TOP OF SLOPE
BOTTOM OF SLOPE
LIMIT OF WORK
LEGEND
EXISTING PROPOSED
ELEVATION
113.00
SEE CHART
TREE PROTECTION FENCE
SEE DETAIL
PROPOSED TREES
(SEE PLANTING DETAIL)
CONTRACTOR SHALL ENSURE THAT THE REQUIREMENTS OF HYDRO
OTTAWA'S FREE PUBLICATION 'TREE PLANTING ADVICE' ARE MET.
https://static.hydroottawa.com/documents/publications/safety/tree_planting_advice-EN.pdf
C 2019-07-19 ISSUED FOR SITE PLAN APPLICATION R1D 2019-09-20 ISSUED FOR SITE PLAN APPROVAL R2
19/09/2019
CUT AND REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP
HALF OF ROOTBALL
BASE OF TREE TO BE FLUSH WITH GRADE OR 75mm ABOVE
FINISHED GRADE IN POORLY DRAINED SOILS. TRUNK FLARE MUST
BE VISIBLE,DO NOT COVER TOP OF ROOTBALL WITH SOIL
CONSTRUCT A 100mm HIGH TOPSOIL SAUCER AROUND TREE BASE.
PLACE ROOTBALL ON UNEXCAVATED OR THOROUGHLY
COMPACTED SOIL
UNDISTURBED NATIVE SOIL
MARK NORTH SIDE OF TREE IN NURSERY; ROTATE TREE TO FACE
NORTH ON SITE UNLESS DIRECTED OTHERWISE BY CONTRACT
ADMINISTRATOR
100mm LAYER OF SPECIFIED MULCH, KEPT BACK 50mm FROM TRUNK.
REMOVE ALL FOREIGN MATERIAL FROM EXISTING SOIL. BACKFILL WITH
EXISTING SOIL MIXED 2:1 WITH TOPSOIL. FIRMLY COMPACT OR WATER SOIL
IN 150mm LAYERS TO ELIMINATE AIR POCKETS AND PREVENT SETTLEMENT
THOROUGHLY SOAK PIT WITH WATER IN NEXT TO LAST LAYER
VARIABLE 300 MIN
13
00
600
DECIDUOUS TREE PLANTING DETAIL
N.T.S.
DO NOT CUT OR DAMAGE LEADER
PRUNE ONLY INJURED OR DEAD BRANCHES. RETAIN NATURAL SHAPE
REMOVE TRUNK WRAP AFTER PLANTING
01
NOTE: TREE STAKING SHALL NOT BE INSTALLED UNLESS REQUIRED BY
THE SITE CONDITIONS OR DIRECTED BY THE CONTRACT ADMINISTRATOR
STEEL 'T' BAR (40x40x5x2400) OR ACCEPTABLE WOODEN SUBSTITUTE.
PLACE STAKE ON SIDE OF PREVAILING WIND. TREES UNDER 70mm CALIPER
REQUIRE 2 STAKES AND TREES OVER 70mm REQUIRE 3 STAKES. ENSURE
STAKES ARE NOT DRIVEN THROUGH ROOTBALL.
WHITE CORRUGATED PVC PIPE RODENT GUARD 50mm BELOW GRADE
TO 500mm ABOVE GRADE
TREE STAKING NOT TO BE INSTALLED UNLESS REQUIRED BY THE SITE
CONDITIONS OR DIRECTED BY THE CONTRACT ADMINISTRATOR
STEEL 'T' BAR (40x40x5x2400) OR ACCEPTABLE WOODEN SUBSTITUTE.
PLACE STAKE ON SIDE OF PREVAILING WIND. TREES UNDER 70mm CALIPER
REQUIRE 2 STAKES AND TREES OVER 70mm CALIPER REQUIRE 3 STAKES.
ENSURE STAKES ARE NOT DRIVEN THROUGH ROOTBALL.
CUT AND REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP
HALF OF ROOTBALL
BASE OF TREE TO BE FLUSH WITH GRADE OR 75mm ABOVE
FINISHED GRADE IN POORLY DRAINED SOILS. TRUNK FLARE MUST
BE VISIBLE,DO NOT COVER TOP OF ROOTBALL WITH SOIL
CONSTRUCT A 100mm HIGH TOPSOIL SAUCER AROUND TREE BASE.
PLACE ROOTBALL ON UNEXCAVATED OR THOROUGHLY
COMPACTED SOIL
UNDISTURBED NATIVE SOIL
MARK NORTH SIDE OF TREE IN NURSERY; ROTATE TREE TO FACE
NORTH ON SITE UNLESS DIRECTED OTHERWISE BY CONTRACT
ADMINISTRATOR
100mm LAYER OF SPECIFIED MULCH, KEPT BACK 50mm FROM TRUNK.
REMOVE ALL FOREIGN MATERIAL FROM EXISTING SOIL. BACKFILL WITH
EXISTING SOIL MIXED 2:1 WITH TOPSOIL. FIRMLY COMPACT OR WATER SOIL
IN 150mm LAYERS TO ELIMINATE AIR POCKETS AND PREVENT SETTLEMENT
THOROUGHLY SOAK PIT WITH WATER IN NEXT TO LAST LAYER
VARIABLE 300 MIN
1300
600
CONIFEROUS TREE PLANTING DETAIL
N.T.S.
DO NOT CUT OR DAMAGE LEADER
PRUNE ONLY INJURED OR DEAD BRANCHES. RETAIN NATURAL SHAPE
REMOVE TRUNK WRAP AFTER PLANTING
02
SHRUB PLANTING DETAIL
N.T.S.
SPACING AS PER PLAN
100mm LAYER OF SHREDDED BARK MULCH
CONSTRUCT TOPSOIL SAUCER AROUND SHRUBS
IF SUBGRADE IS DISTURBED, FIRMLY COMPACT BACKFILLED SOIL
TO ELIMINATE AIR POCKETS AND SETTLEMENT
SCARIFY SURFACE PRIOR TO PLANTING
UNDISTURBED EARTH
50
PRUNE ONLY DEAD OR INJURED BRANCHES, RETAIN NATURAL SHAPE
CUT AND REMOVE ALL TWINE, ROPE AND BURLAP FROM TOP
HALF OF ROOTBALL. REMOVE PLASTIC CONTAINERS. CUT SEVERAL
SLITS INTO ORGANIC CONTAINER TO FACILITATE ROOT PENETRATION
MAINTAIN ORIGINAL GRADE AT SHRUB BASE OR SET
SLIGHTLY HIGHER TO ALLOW FOR SETTLEMENT
PLANT GROUPS OF SHRUBS IN CONTINUOUS TOPSOIL BEDS
WITH CONTINUOUS MULCH
FIRMLY COMPACT SOIL MEDIUM,SEE BIO-SWALE MEDIA COMPOSITION.
THOROUGHLY SOAK PIT WITH WATER IN NEXT TO LAST LAYER
REMOVE ALL FOREIGN MATERIAL FROM EXISTING SOIL
BACKFILL WITH EXISTING SOIL MIXED 2:1 WITH TOPSOIL
03
NOTE:
ALL DISTURBED AREAS TO RECEIVE 150mm SCREENED TOPSOIL AND SEED.
SEED MIX:
ECO-LAWN BY OSC OR APPROVED EQUAL APPLICATION RATE 180 KG / HA
MATERIAL SPECIFICATION QUAINTLY
FILTER MEDIA FILTER MEDIA SOIL MIXTURE TO CONTAIN: RECOMMENDED DEPTH IS
COMPOSITION - 85 TO 88% SAND BEWTEEN 1.0 AND 1.25m
- 8 TO 12% SOIL FINES
- 3 TO 5% ORGANIC MATTER (LEAF COMPOST)
OTHER CRITERIA:
- PHOSPHORUS SOIL TEST INDEX (P-INDEX) VALUE
BETWEEN 10 TO 30 ppm
- CATIONIC EXCHANGE CAPACITY (CEC) GREATER
THAN 10 meq/100g
- FREE OF STONES, STUMPS, ROOTS AND OTHER
LARGE DEBRIS
- pH BETWEEN 5.5 TO 7.5
- INFILTRATION RATE GREATER THAN 25 mm/hr
240 Catherine St., Suite 110OTTAWA (ON), K2P 2G8T. 613.860.2462
660 Ave. Royale,Québec (QC), G1E 1Y7T. 418.666.0009
815, Boul. Lebourgneuf, Bur. 406Québec (QC), G2J 0C1T. 418.871.8103
STAM
P
NOT FOR CONSTRUCTION
DESIGN INTENT ONLY
DRAW
INGPR
INTING
/ REV
ISION
SFIL
E #NO
TES
CONS
ULTA
NTS
PAGE
CLIEN
TPR
OJEC
T
| PAPER FORMAT : ISO A1 |
The contractor must verify all dimensions and communicate anydiscrepancies with the architect before carrying out the work.
This document remains the property of «LEMAYMICHAUD ArchitectureDesign » and should be used only for the specific use which it isintended.
SCALE:
DATE PRINTED: FILE: C10\OTT_Projects\A\A000874_Ottawa Airport - ALT-Hotel\400\460\L001.dwg
STRUCTURE
MECHANICAL / ELECTRICAL
CIVIL / LANDSCAPE / INFRASTRUCTURE
2019-08-23
ALT Ottawa Airport1085 Airport Parkway PrivateOttawaOntarioK1V 9B4
LANDSCAPE DETAILS
L004
DRAW BY: L. May APPROVED BY: L. Cullen
DESIGNED BY: P. Brocks CHECKED BY: P. Brocks
38118L
AS INDICATED
NO. DATE DESCRIPTION
A 2019-01-21 ISSUED FOR 90% REVIEWB 2019-03-25 ISSUED FOR SITE PLAN APPLICATION
EP 5790: BIKE RACK - COLLECTION MTL
BIKE RACKS
EQUIPARC1001 JAMES-BRODIE
ST-JEAN-SUR-RICHELIEU, QC J2X 0C1TOLL FREE: 1-800-363-9264
PHONE: (450) 346-1882FAX: (866) 346-2538
www.equiparc.com
CADdetails.com19/09/2019L001
PROTECTED BY COPYRIGHT ©2019 CADDETAILS.COM LTD.REVISION DATE
FRONT ELEVATIONSIDE ELEVATION
TOP VIEW
32 1/
2" (8
26 M
M)5 1
/2"(1
40 M
M)
15"(381 MM)
NOTES:1. PLEASE CONTACT MANUFACTURER FOR FINISH AND COVERING OPTIONS.2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.3. DO NOT SCALE DRAWING.4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN
PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND
APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
REFERENCE NUMBER 2896-086.
NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.3. DO NOT SCALE DRAWING.
EP 1900: BENCH WITH BACKREST - COLLECTION PROMENADE
BENCHES
REFERENCE NUMBER 2896-016.4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info
EQUIPARC1001 JAMES-BRODIE
ST-JEAN-SUR-RICHELIEU, QC J2X 0C1TOLL FREE: 1-800-363-9264
PHONE: (450) 346-1882FAX: (866) 346-2538
www.equiparc.com
CADdetails.com19/09/2019L001
PROTECTED BY COPYRIGHT ©2019 CADDETAILS.COM LTD.REVISION DATE
TOP VIEW
FRONT ELEVATION
59"(1499mm)
23 1/
4"(5
88mm
)17
3/4"
(452
mm)
SIDE ELEVATION
NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.3. DO NOT SCALE DRAWING.
EP 1901: BENCH WITHOUT BACKREST-COLLECTION PROMENADE
BENCHES
REFERENCE NUMBER 2896-017.4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info
EQUIPARC1001 JAMES-BRODIE
ST-JEAN-SUR-RICHELIEU, QC J2X 0C1TOLL FREE: 1-800-363-9264
PHONE: (450) 346-1882FAX: (866) 346-2538
www.equiparc.com
CADdetails.com19/09/2019L001
PROTECTED BY COPYRIGHT ©2019 CADDETAILS.COM LTD.REVISION DATE
TOP VIEW
FRONT ELEVATION
59"(1499mm)
17"
(432
mm)
2"(5
0mm)
SIDE ELEVATION
C 2019-07-18 ISSUED FOR SITE PLAN APPLICATION R1D 2019-09-20 ISSUED FOR SITE PLAN APPROVAL R2
19/09/2019