proposed stock pile yard phase 1 site: myra falls …...oct 26, 2017 · 3.1. foundation design...

PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET

CAMPBELL RIVER, BC, V9W 7E2

PH.: 250-287-9174 FAX: 866-235-6943

DRAWING INDEX:

SHEET 2 OF 10 - NOTES

SHEET 3 OF 10 - PLAN VIEW 1:1000

SHEET 4 OF 10 - PLAN VIEW 1:1000 WITH SECTION

REFERENCE

SHEET 5 OF 10 - PLAN VIEW 1:500

SHEET 6 OF 10 - FUEL STORAGE PAD PLAN VIEW

SHEET 7 OF 10 - SECTIONS G AND H

SHEET 8 OF 10 - S/W FILL RETAINING WALL VIEWS,

SECTIONS A AND B

SHEET 9 OF 10 - SECTIONS C, D, AND E

SHEET 10 OF 10 - SECTION F AND DETAILS 1, 2, 3

AND 4

SHEET 11 OF 11 - CONCRETE BLOCK

(INTERLOCKING) WALL LAYDOWN

PATTERN

DESIGN BY: MIKE PAQUIN, EIT

DESIGN DATE: AUGUST 2, 2017

REVIEWED BY: JEREMY ARAKI, P.ENG

DRAWN BY: TODD FORBES

SITE VISIT: MIKE PAQUIN, EIT

SITE VISIT DATES: MAY 11, 2017

FILE NAME: STOCKPILEPH1GA.DWG

SCALE: AS NOTED

REVISION NUMBER: 3

REVISION DATE: OCTOBER 23, 2017

ALL MEASUREMENTS IN m UNLESS OTHERWISE NOTED.

PREPARED FOR:

nyrstar

PROPOSED STOCK PILE YARD

PHASE 1

SITE: MYRA FALLS MINE

1SHEET: OF 11

DWG No:

635-8-STOCKPILEPH1GA- 001

NOT TO SCALE

SITE

PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943








SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED FOR:

nyrstar

2SHEET: OF 11

DWG No:


NOTES:

1. REFERENCED CODES

1.1. BC BUILDING CODE 2012

1.2. HEALTH SAFETY AND RECLAMATION CODE FOR MINES IN BRITISH COLUMBIA, 2017

1.3. BRITISH COLUMBIA MINES ACT, 1996

2. STRUCTURE:

2.1. CONCRETE BLOCKS TO BE NO.1 GRADE STANDARD SIZED BLOCKS AS INDICATED IN DRAWING

DETAILS.

2.2. ALL STEEL TO BE CSA G40.21 350A STEEL UNLESS OTHERWISE NOTED.

2.3. ALL GALVANIZED COMPONENTS TO ADHERE TO ASTM A123.

3. GEOTECHNICAL:

3.1. FOUNDATION DESIGN REFERENCES THE CANADIAN FOUNDATION ENGINEERING MANUAL.

SUBSURFACE INFORMATION HAS BEEN GATHERED FROM SITE OBSERVATIONS OF SOIL

EXPOSURES IN EXPOSED CUTS AND MACHINE DUG TEST PITS. FIELD CONDITIONS MAY VARY

FROM THOSE ENCOUNTERED. IF, UPON EXCAVATION, FIELD CONDITIONS VARY FROM THOSE

ENCOUNTERED, THEN CHANGES TO THE FOUNDATION DESIGN OR INSTALLATION MAY BE

REQUIRED.

3.2. SEE THE GEOTECHNICAL REPORT PREPARED BY ONSITE ENGINEERING LTD (OEL) FOR,

COMPLETED OCTOBER 2017. THE REPORT PREPARED BY OEL DETAILS COMPACTION

REQUIREMENTS FOR TYPICAL EQUIPMENT SIZES AND MATERIAL TYPES, MAXIMUM SUBGRADE

ELEVATION TOLERANCES, AND ACCEPTABLE MATERIAL GRADATIONS.

4. FIELD REVIEWS:

4.1. A PROFESSIONAL ENGINEER OR THEIR DESIGNATE IS REQUIRED TO INSPECT THE FOLLOWING

ACTIVITIES AND/OR CONSTRUCTION ELEMENTS PRIOR TO PROVIDING RECORD DRAWINGS:

FOUNDATION SUBGRADE SOILS FOLLOWING EXCAVATION

PREPARED SUBGRADE IMMEDIATELY PRIOR TO PLACING THE HDPE LINER AND

ASSOCIATED GEOTEXTILE

LAYOUT AND PLACEMENT OF GEOGRID PRIOR TO BACK FILL

OTHER SITE INSPECTIONS AT THE DISCRETION OF THE PROFESSIONAL

5. INSTALLATION NOTES:

5.1. NOTE THAT WHERE EXCAVATION SPECIFICATIONS ON THESE DRAWINGS CONFLICT WITH

WORKSAFEBC REGULATIONS, WORKSAFEBC REGULATIONS ARE TO GOVERN.

5.2. CONTRACTOR MUST NOT DISTURB THE LYNX CONVEYOR FOOTINGS OR BEARING SOILS.

5.3. CONTRACTOR MUST NOT DISTURB FUEL TANK FOUNDATION SOILS TO PREVENT

DIFFERENTIAL SETTLEMENT OF THE FUEL TANKS.

5.4. CONTRACTOR TO FIELD FIT CULVERT AROUND LIME SILOS TO PREVENT SILO FOUNDATION

DISTURBANCE WHILE MAINTAINING MINIMUM SPECIFIED GRADE. DO NOT EXCEED

MANUFACTURES BEND RADIUS SPECIFICATIONS DURING FIELD FIT ACTIVITIES. CULVERT

MUST DISCHARGE INTO PRE-EXISTING CONTACT WATER DITCH.

5.5. RAIN GUN INSTALLATION TO BE FIELD FIT ONCE THE CONTRACTOR CONFIRMS THE LOCATION

OF A SUITABLE TIE IN LOCATION AFTER INITIAL EXCAVATION HAS TAKEN PLACE.

5.6. THE CONSTRUCTION SITE IS AN HISTORIC MILL SITE AND DOCUMENTATION OF PRE-EXISITNG

UTILITIES AND STRUCTURES IS LIMITED. CONTRACTOR TO EXPECT UNIDENTIFIED UTILITIES

DURING EXCAVATION.

6. DATA COLLECTION METHODOLOGY

THE DESIGN IS BASED ON FIELD INSPECTIONS AND A REVIEW BY AN OEL AND NYRSTAR

REPRESENTATIVE COMBINED WITH LIDAR AND ORTHOGRAPHIC DATA PROVIDED BY NYRSTAR IN

JUNE 2017. NO INDEPENDENT SURVEY BY OEL WAS COMPLETED FOR THIS WORK SITE.

SEAL OF B.C. P.ENG.


PHASE 1


CAUTION:

DRAWING SCALE MAY BE

DISTORTED WITH PRINTING.

INTENDED TO BE PRINTED ON

11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

3SHEET: OF 11

003

DWG No:

635-8-STOCKPILEPH1GA-

PLAN VIEW

SCALE 1:1000

-10 50100 20 30 40

MILL

L

Y

N

X

C

O

N

V

E

Y

O

R

FUEL BAY

COARSE

ORE BIN

FUTURE SPILL WAY

M

I

L

L

S

H

O

P

LIME SILOS

FUEL

STORAGE

CONVEYOR

FOOTING (TYP.)

PLAN VIEW

SCALE 1:1000

-10 50100 20 30 40

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

4SHEET: OF 11

DWG No:


EXISTING

ROAD EDGES

FUTURE CLOSURE

SPILL WAY BY OTHERS

B

0

8

A

0

8

APPROXIMATE LOCATION

OF EXISTING POWER

LINES

D

0

9

E

0

9

MILL

FUEL BAY

COARSE

ORE BIN

PROPOSED 600mm HDPE

CULVERT. FIELD FIT TO AVOID

INTERFERENCE WITH SILOS.

EXISTING ROAD EDGES

EXISTING DITCH

TIE TO EXISTING LYNX

CRUSHER DISCHARGE

HOPPER

EXISTING CONTACT

WATER DITCH TO

SUPER POND

FUTURE SPILL WAY

C

0

9

ELRUS 36"-42" PORTABLE BELT

FEEDER OR EQUIVALENT

ELRUS 2442

JAW CRUSHER

OR EQUIVALENT

M

I

L

L

S

H

O

P

LIME SILOS

F

1

0

FUEL

STORAGE

H

0

7

G

0

7

L

Y

N

X

C

O

N

V

E

Y

O

R

APPROXIMATE EXTENT OF

CUT/FILL SLOPE

APPROXIMATE EXTENT

OF CUT / FILL SLOPE

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

5SHEET: OF 11

DWG No:


WORK POINT AND DRAINAGE PLAN VIEW

SCALE 1:500

-5 2550 10 15 20

FUTURE SPILL WAY

S

L

O

P

E

-

2

%

S

L

O

P

E

-

2

%

S

L

O

P

E

-

9

%

FRENCH

DRAIN

4

m

600mm HDPE

CULVERT

PROPOSED CONCRETE

BLOCK (INTERLOCKING)

WALL

APPROXIMATE

CONVEYOR FOOTING

LOCATION

23.1m

3

3

.

6

m

4

2

.

0

m

2

1

.

8

m

5

3

.0

m

WP9

WP10

WP6

WP1

WP2

WP3

WP4

WP5

ELEVATIONS SHOWN HAVE AN

ARBITRARY DATUM AND SHOULD ONLY

BE USED TO ESTABLISH RELATIVE

ELEVATION FOR CONSTRUCTION

PURPOSES. ELEVATIONS ARE AT

FINISHED GRADE.

*WORKPOINTS AT CULVERT ARE

LOCATED AT THE CULVERT INVERTS.

WP N E ELEV

WP1 2933.96 2030.05 3396.52

WP2 2967.58 2004.92 3397.35

WP3 2978.47 2021.95 3396.93

WP4 2969.10 2044.07 3396.27

WP5 2953.38 2058.71 3395.83

*WP6 2959.25 2080.64 3392.01

WP9 2955.78 2100.58 3391.81

WP10 2982.17 2023.22 3399.10

WP11 2943.58 2044.09 3392.66

WP12 2952.53 2056.06 3392.66

EXISTING DITCH

WP11

WP12

FUEL STORAGE

PAD. SEE SHEET

6 FOR DETAILS.

TORO TG101 RAIN GUN

MOUNTED ON 8m UTILITY POLE

DUST CONTROL

RADIUS (R=40 TYP.)

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

SHEET: OF 116

DWG No:


FUEL STORAGE PAD PLAN VIEW

SCALE 1:200

0-2 642 8 10

PROPOSED CONCRETE

BLOCK (INTERLOCKING)

WALL

1

5

m

6

.

7

5

m

1

9

.

2

0

m

WP11

WP12

3

m

PROPOSED CONCRETE BLOCK

(INTERLOCKING) TIE-BACK

EXISTING FUEL

STORAGE TANKS

3m HIGH ROCK FENCE,

DESIGN BY OTHERS

(GEOBRUGG RIGID POST

100KJ OR APPROVED

EQUIVALENT)

1

.

2

0

m

M

I

N

I

M

U

M

C

L

E

A

R

A

N

C

E

3390

3392

3394

3396

3398

3400

3390

3392

3394

3396

3398

3400

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

SHEET: OF 117

DWG No:


H

04

SECTION

FUEL TANK WALL PROFILE

-2.5 12.52.50 5.0 7.5 10.0


(INTERLOCKING) WALL

SCALE 1:250

EXISTING GROUND

G

04

SECTION

FUEL TANK WALL

-2.5 12.52.50 5.0 7.5 10.0

SCALE 1:250

APPROXIMATE LIMIT

OF EXCAVATION

HDPE LINER. SEE

DETAIL 1 ON SHEET 10.


(INTERLOCKING) WALL

STOCK PILE SITE

FINISHED SURFACE

EXISTING GROUND

SLOPE -2%

HDPE LINER ANCHOR. SEE


FRENCH DRAIN

EXISTING FUEL

STORAGE TANK


(INTERLOCKING) TIE-BACK

(NOT IN PLANE)


(INTERLOCKING) WING WALL

(NOT IN PLANE)

3m HIGH ROCK FENCE

3m HIGH ROCK FENCE, DESIGN BY OTHERS

STOCK PILE SITE

FINISHED SURFACE

SLOPE -2%

EXISTING FUEL

STORAGE TANKS

HDPE LINER

APPROXIMATE LIMIT OF

EXCAVATION

DESIGNED FINISHED

SURFACE

ARMTEC 7XT GEOGRID

(OR APPROVED EQUIVALENT)

1.5

1

3390

3392

3394

3396

3398

3400

3392

3394

3396

3398

3400

3402

3390

3392

3394

3396

3400

3402

3398

3390

3392

3394

3396

3400

3402

3398

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

SHEET: OF 118

DWG No:


B

04

SECTION

FRENCH DRAIN SECTION

-2.5 12.52.50 5.0 7.5 10.0


(INTERLOCKING) WALL

FUTURE SPILL WAY

(BY OTHERS)

SCALE 1:250

STOCK PILE SITE

FINISHED SURFACE

EXISTING GROUND

SLOPE -2%

HDPE LINER


EXCAVATION

DESIGNED FINISHED

SURFACE

HDPE LINER. SEE




A

04

SECTION

NORTH WEST WALL

-2.5 12.52.50 5.0 7.5 10.0

SCALE 1:250

FUTURE SPILL WAY

(BY OTHERS)

APPROXIMATE LIMIT

OF EXCAVATION

HDPE LINER. SEE



(INTERLOCKING) WALL

STOCK PILE SITE

FINISHED SURFACE

EXISTING GROUND

SLOPE -2%



FRENCH DRAIN. SEE


FRENCH DRAIN. SEE


ACCESS ROAD

ACCESS ROAD

LYNX CONVEYOR STRUT FILL DETAIL ELEVATION VIEW

SCALE 1:200

0-2 642 8 10

LYNX CONVEYOR STRUT FILL DETAIL PROFILE VIEW

SCALE 1:200

0-2 642 8 10


(INTERLOCKING) WALL (NOT IN PLANE)

LYNX CONVEYOR FOOTING (NOT IN

PLANE), ELEVATION APPROXIMATE

EXISTING

GROUND


(INTERLOCKING) WALL (NOT IN PLANE)

LYNX CONVEYOR FOOTING

APPROXIMATE LOCATION

BACKFILL AND COMPACT EVENLY AROUND POST

IN MAXIMUM 0.15m DEEP LIFTS COMPACTED TO

AT LEAST 95% OF THE STANDARD PROCTOR

MAXIMUM DRY DENSITY. MATERIAL WITHIN 0.5m

OF THE POST MUST BE SAND. COAT ALL STEEL

WITH BITUMINOUS PAINT PRIOR TO BACKFILLING.

APPROXIMATE LIMIT

OF EXCAVATION

STOCK PILE SITE

FINISHED SURFACE

0.50m

0.50m

SLO

PE

-2%

**COMPACTED COMMON FILL

ARMTEC 7XT GEOGRID


3.00m

ARMTEC 7XT GEOGRID. GEOGRID TO EXTEND 3m

BEHIND WALL. BACKFILL WITH COMPACTED

COMMON FILL TO AT LEAST 95% OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY.

BACKFILL AND COMPACT EVENLY AROUND

POST IN MAXIMUM 0.15m DEEP LIFTS

COMPACTED TO AT LEAST 95% OF THE

STANDARD PROCTOR MAXIMUM DRY

DENSITY. MATERIAL WITHIN 0.5m OF THE

POST MUST BE SAND. COAT ALL STEEL WITH

BITUMINOUS PAINT PRIOR TO BACKFILLING.

0.50m

1 HIGH ROW OF BLOCKS MAY BE

REQUIRED ALONG TOE OF FILL

TO MAINTAIN MAINTENANCE

ROAD ACCESS

**COMPACTED

COMMON FILL

1.5

1

1.5

1

1.5

1

3390

3392

3394

3396

3398

3400

3386

3388

3390

3392

3394

3396

3392

3394

3396

3398

3400

3402

3404

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

DWG No:


HDPE LINER


EXCAVATION

DESIGNED FINISHED

SURFACE

E

04

SECTION

ROAD PROFILE

-2.5 12.52.50 5.0 7.5 10.0

SCALE 1:250

SLO

PE

-9%

FINISHED ROAD SURFACE

EXISTING GROUND

D

04

SECTION

CULVERT PROFILE

-2.5 12.52.50 5.0 7.5 10.0

SCALE 1:250

FUTURE SPILL WAY

(BY OTHERS)

APPROXIMATE LIMIT

OF EXCAVATION

PROPOSED ROAD

RUNNING SURFACE

EXISTING GROUND

SLOPE MIN. -2%

600mm HDPE CULVERT, ADS N-12

WT OR APPROVED EQUIVALENT

COMPACTED LEVELLING

COURSE (MIN. 0.15m DEEP)

FRENCH DRAIN. SEE


OUTLET TO BE FIELD FIT TO ACHIEVE

MINIMUM 2% SLOPE AND NOT TO

INTERFERE WITH LIME SILOS.

C

04

SECTION

SOUTH WEST WALL

-2.5 12.52.50 5.0 7.5 10.0

SCALE 1:250

SLOPE -2%


(INTERLOCKING) WALL

STOCK PILE SITE

FINISHED SURFACE

EXISTING GROUND

APPROXIMATE LIMIT

OF EXCAVATION

HDPE LINER. SEE





FRENCH DRAIN. SEE


CULVERT INLET. SEE



GRANULAR FILL TO BE

COMPACTED TO AT LEAST 95%

OF THE STANDARD PROCTOR

MAXIMUM DRY DENSITY.

SHEET: OF 119

ARMTEC 7XT GEOGRID. GEOGRID TO EXTEND 3m

BEHIND WALL. BACKFILL WITH COMPACTED

COMMON FILL TO AT LEAST 95% OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY.

ARMTEC 7XT GEOGRID


1.5

1

1.5

1

3394

3395

3396

3397

3398

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

SHEET: OF 1110

DWG No:


2

8/9

DETAIL

FRENCH DRAIN

-0.5 0 0.5 1 21.5 2.5

SCALE 1:50

0.3

m

0.3

m

ARMTEC 140 NON-WOVEN GEOTEXTILE

OR APPROVED EQUIVALENT

ARMTEC 140 NON-WOVEN GEOTEXTILE


NILEX 60mil HDPE LINER OR

APPROVED EQUIVALENT

WELL **COMPACTED SAND

APPROXIMATE LIMIT

OF EXCAVATION

STOCK PILE

RUNNING SURFACE

1

08

DETAIL

HDPE LINER INSTALLATION

-0.5 0 0.5 1 21.5 2.5

SCALE 1:50

DESIGNED FINISHED

SURFACE

HDPE LINER


EXCAVATION

ARMTEC 140 GEOTEXTILE


3

08

DETAIL

BERM ANCHOR

-0.5 0 0.5 1 21.5 2.5

SCALE 1:50

1m1m

0.46m

NILEX 60mil HDPE LINER OR

APPROVED EQUIVALENT. SEE

DETAIL 1 ON THIS SHEET FOR

INSTALLATION DETAILS.

ARMTEC 140 NON-WOVEN

GEOTEXTILE OR APPROVED

EQUIVALENT

NILEX HDPE LINER ANCHOR


STOCK PILE

RUNNING SURFACE

APPROXIMATE LIMIT OF EXCAVATION


**COMPACTED

COMMON FILL

BERM

0.1

5m

COMPACTED ROAD FILL

NILEX 60mil HDPE LINER OR APPROVED

EQUIVALENT. SEE DETAIL 1 ON THIS

SHEET FOR INSTALLATION DETAILS.



EQUIVALENT

NILEX HDPE LINER ANCHOR


STOCK PILE SITE

FINISHED SURFACE



COMPACTED ROAD FILL

FILL WITH 1" TO 6" ROCK

F

04

SECTION

ROAD SECTION

-1 0 1 2 43 5

SCALE 1:100

4m

STOCK PILE SITE

FINISHED SURFACE

APPROXIMATE LIMIT

OF EXCAVATION

HDPE LINER. SEE

DETAIL 1 ON THIS SHEET.



FRENCH DRAIN. SEE


EXISTING GROUND

MIN. 0.15m

4

09

DETAIL

CULVERT INLET

-0.5 0 0.5 1 21.5 2.5

SCALE 1:50



EQUIVALENT

NILEX 60mil HDPE LINER OR APPROVED

EQUIVALENT. SEE DETAIL 1 ON THIS

SHEET FOR INSTALLATION DETAILS.

600mm HDPE CULVERT

ROAD RUNNING SURFACE

MIN. 0.15m DEEP

FRENCH DRAIN


COMPACTED

LEVELLING

COURSE MIN.

0.15m DEEP


0.77m

0.65m

MINIMUM COVER

0.3m

SLOPE -2%SLOPE -

2%

COMMON FILL

2m

1m

ROAD OR COMMON FILL

**COMPACTED

COMMON FILL


GRANULAR FILL TO BE

COMPACTED TO AT LEAST 95%

OF THE STANDARD PROCTOR

MAXIMUM DRY DENSITY.

90% PARENT MATERIAL

COMPACTION (TYP.).

CAUTION:




11"X17" PAPER.

PREPARED FOR:

nyrstar

SEAL OF B.C. P.ENG.


PHASE 1









SCALE: AS NOTED

REVISION NUMBER: 3



PREPARED BY:

COASTAL OPERATIONS

1040 CEDAR STREET


PH.: 250-287-9174 FAX: 866-235-6943

SHEET: OF 1111

DWG No:


CONCRETE BLOCK (INTERLOCKING)

WALL LAYER 1 (BASE LAYER) PLAN VIEW

SCALE 1:100

-1 0 1 2 43 5 -1 0 1 2 43 5

-1 0 1 2 43 5 -1 0 1 2 43 5

21.75m

42

m

21.75m

42

m

21.75m

42

m

21.75m

42

m

NOTE: FINISH OFF ENDS OF WALL

USING HALF SIZE CONCRETE BLOCKS

(INTERLOCKING). QTY. 2 REQUIRED

FOR THIS LAYER.

NOTE: FINISH OFF ENDS OF WALL

USING HALF SIZE CONCRETE BLOCKS

(INTERLOCKING). QTY. 2 REQUIRED

FOR THIS LAYER.


WALL LAYER 2 PLAN VIEW

SCALE 1:100


WALL LAYER 4 (TOP LAYER) PLAN VIEW

SCALE 1:100


WALL LAYER 3 PLAN VIEW

SCALE 1:100

2017-10-26T19:18:40-0700Jeremy Araki

2017-10-26T19:18:00-0700Jeremy Araki

2017-10-26T19:18:19-0700Jeremy Araki

2017-10-26T19:17:05-0700Jeremy Araki

2017-10-26T19:18:52-0700Jeremy Araki

2017-10-26T19:17:22-0700Jeremy Araki

2017-10-26T19:16:51-0700Jeremy Araki

2017-10-26T19:16:39-0700Jeremy Araki

2017-10-26T19:16:24-0700Jeremy Araki

2017-10-26T19:16:12-0700Jeremy Araki

proposed stock pile yard phase 1 site: myra falls …...oct 26, 2017 · 3.1. foundation design...

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