Small Projects to Improve My Modeling Skills

For some time I have been doing things other than railroad modeling, It's not that I dont have the time - I do. It's not that I don't have the resources - I do. What I don't have is the mental discipline to take the next step in the railroad modeling activity - improving my skill set.

Now on one hand I find that pretty funny. I've built things all the time. I built 9 or 10 model railroads over the years in the David Barrow's minimalist tradition (its a good thing) based on what I was interested in at the moment. I've been involved in the restoration of real railroad locomotives, rolling stock and done maintenance of way activities on track.

What I haven't done is gone all the way with railroad modeling. I've done the stuff I have listed in the Pages Sections: History - yes. Operations - most of the time. Construction - yep! Right of way - only in the basic (minimalist) terms.

What I haven't done is the other 270 degrees of railroad modeling. I haven't modeled right of way, haven't dug ditches, installed culverts, or built bridges. I haven't created landforms, built mountains, hills, valleys and ridgelines. Nope to the scenery techniques of creeks streams, rivers. I haven't gone beyond the ready to run locomotives or the kit rolling stock. Structures have been note cards with industry names or cardboard cut outs mocking up the industry at best. It wasn't important enough at the time, modeling wise.

So I stalled - subconsciously. And procrastinated. The action wasn't happening. 

Then I got a kick in the pants. A friend of mine that I hadn't seen in years dropped in. He knew I was a modeler and wanted to know how things were going, what progress I'd made in 5 years with the layout. I was embarassed. 'Don't be', he said. 'You can only eat an elephant one bite at a time.' 

He was right of course. And I kind of knew it because  - as I was developing the blog -  I have a number of pages in each one of the Reference Page sections, that were going to explain what I was going to do and how I was going to do it. I just didn't recognize that what I thought was explaination was actually THE CONCEPT at the time. 

The light finally came on when I was browsing the web and found the Proto48 Modeler site and specifically author Shawn Branstetter's Small Projects to Improve Your Track Modeling Skills. He got it  - and finally I got it! The WWSL ver. 3.0 isnt a multi-deck 200 foot main line, it's 400 (square foot) of small projects to improve my modeling skills. 

And I'm taking the leap!

 

 

Purpose, Goals and Objectives 2023

On January 1, 2022 I wrote a blog page Purpose, Goals and Objectives 2022 indicating my goals for the year. I didnt quite get there - for a variety of reasons. I went into the hospital in late February and recovery, rehabilitation and trying to catch up on the backlog of work took all my time.The WWSL suffered as a result

Of the four short term goals, I didn't get any trackwork done. I fiddled around, but most of my railroad modeling was armchair. I did however get a good bit accomplished on the website. I’m getting my energy back. I started cleaning up. I first put away all the junk collecting on the right of way. Having one hundred feet of shelving does bring out the pack rat.  Getting stuff organized and out of the way will let me get down and dirty on building the right of way.

A summary of my year is below, followed by some brief thoughts on my year and the hobby:

Projects Completed in 2022

• The workbench and crew lounge area amenities was completed.
• Track support section construction is done with the exception of the helix.
• Valence construction is done.
• The blog has been updateded and 22 posts have been published. About 300 pages have been designed and some 174 have been 2nd draft completed and/or published. The remainder are in various stages of completion.
  

2023 goals. 

Have you seen these goals before? Here they are again!

STG#1: I want the trackwork completed from Tunnel 2 to Reload. I want to complete 16 square feet of at least one signature scene within 6 months with the remainder with basic scenery in place. I want enough track from WWSL 2.0 relaid to new design and construction standards. 

STG#2:  I want the trackwork from Demaine Yard to Wickwood (Division 2) drawn ou to new design and construction standards.

STG#3. I want one train (locomotives and rolling stock) built to Tan Standards and running on the the above sections by the end of the year. 

STG#4. I want a majority of the subject pages in the Layout Design, Operations, Construction, and Right of Way Reference Pages section completed.

Section 13 - Polson Canyon - Part 1

Its time to layout the Polson Canyon section. The layout design given and druthers of this section is indentified in Station 13 Polson Canyon.

North Canyon

Center Canyon

South Canyon

Layout Design Elements

The Polson Canyon section adjoins the Satsop River section to the north and the Tunnel 1 section to the south. 

Polson Canyon is a curved river valley with moderately steep hillsides and rock faces, with a sparse growth of second growth conifers, dead trees, stumps and bushes. The right of way parallels a ridge line on the east side and the Satsop River on the west side (fascia) through a series of cosmetic 32 degree (26 inch) curves.

The Polson Canyon section consist of two separate sections (16 foot long total) and consists of two geographic areas: North, and South Canyon (from geographic north to south):

1. A spur off of the ridgeline with a sparse growth of second growth conivers, dead trees, stumps and bushes. An abandoned OPLC right of way at the left (north) end of the module - formerly OPLC Camp 7.
2. A ravine steeply rising to the background with series of rock shelves making a waterfall scene.
3. Two 4 bent timber frame trestles with wood abutments.
4. One 10 panel plate girder bridge
5. An abandoned spur - formerly OPLC Camp 5, curving along the ravine.
   
6. A curved river valley with moderately steep hillsides and rock faces. with a sparse growth of second growth conifers, dead trees, stumps and bushes. 
7. One throught plate girder bridge.
8. One beam bridge.  
9. An embankment with several streams and draws coming down the steep hillside and embankment to the river.
10. A heavy growth of shrubs and bushes at the river's edge. 
11. A river's edge along the fascia.

Section Construction

See the WWSL section construction reference page for the construction technique. 

As this section has a river module I have modified the construction technique. Instead of using the two 1x3 girders on the bottom of the section, I need a solid bottom on the module for the riverbed. The 1x3 girders are replaced by a 2 foot by 8 foot piece of plywood 3/4 inches thick. The two ends of the section are cut out to permit attachment of the module electrical connectors and section interface bolts. 

The remainder of the section is built per standard WWSL construction standards.

ROW Design Considerations 

The most critical design considerations on this section is the curvature of the main line track. These curves are 32 degree (26 inch) cosmetic curves. The width of the roadway in the river canyon must be approximately 8 inches in order to have 8 inches of hillside and 8 inches of river scenic elements. The number of curves must fit three less than 180 degree curves (with easements and tangents) within the 16 foot sections.

1. Abandoned right of way.  There will be two abandoned rights of way. See the following scenery construction pages of the Camp 7 right of way and the Camp 5 right of way.

3. I pulled up a construction diagram of a timber trestle built by the Union Pacific.  That diagram has each bent a distance of 15 feet apart. In HO scale that's a bit less than 2 inches per bent. Five bents and a wood abutment is about 10 inches. 

4. The steel plate girder bridge is an Atlas bridge with 11 panels. Total length of those two trestle and one steel plate girder bridge will be about 29 inches. See 4.1.9.4 Polson Canyon Bridge N4 for construction details.

7/8. There will be two additional bridges in Polson Canyon. Based on the shallow nature of the stream and draw, one bridge will be a 50 foot through plate girder design (See 4.1.9.3 Polson Canyon Bridge N3) and the other bridge will be a 20 foot beam design (See 4.1.9.2 Polson Canyon Bridge N2).

Putting down the roadbed lines 

I am not going to go into great detail about putting down the roadbed lines. See the Right of Way Reference Page  for the details if you haven't had the fun to do it before. Several things to note for this section:

1. I need to layout the curve from the Satsop River section first.
2. I need to layout the curve from the Tunnel 1 section second.
3. I work the curves from each end to the center of the Polson Canyon sections. See the curve template development section below for how to do it.
   
4. I can adjust the locations of the curves with track tangents in the center of the two inner (concave) curves  and/or the center of the two outer (convex) curves.
5. The Polson Canyon bridges are centered on the curve tangents. Bridges N2 and N3 are on tangents with no additional calculations needed other than abutment placing. Bridge N4's plate girder bridge length must be determined in advanced so as to properly place the point of curvature for the northern-most curve. 
6. Locate the abutments and piers (to include heights).

Cosmetic reverse curves

Looking at the photo above, a model railroader would probably call the track layout an S-curve. Calling this section of roadway an S-curve isnt't really prototypically accurate. The railroads see this as a series of curves and engineeer them appropriately. 

In model railroad layout design there are actually five functional curve types and one cosmetic curve type. This photo actually is called a series of cosmetic reverse curves. See 0.4.5 Curves for additional details.

The WWSL sometimes uses easements on its main line right of way. I am modeling a Cosmetic Reverse Curve for the NMRA Master Model Railroad Certification Program. You may choose to eliminate the easement in each reverse curve to simplify right of way construction. In this section there are 23 elements in the roadway construction:

1. easement  - simple curve  - easement  - Bridge N4 (tangent)  
2. easement  - simple curve - easement - North tangent   -
3. easement  - simple curve  - easement - Bridge N3  (tangent)
4. easement  - simple curve - easement - Rock wall   (tangent)
5. easement  - simple curve - easement - Bridge N2   (tangent)
6. easement  - simple curve x2  - Tunnel 1 (the left half of a turnback curve)

See 4.2.4.4 Laying out a Cosmetic Reverse Curve for additional information.

 

Section 15 - Basalt - Part 1

Its time to layout the Basalt Sand and Gravel section. The layout design given and druthers of this section is indentified in Station 15 Basalt.

Layout Design Elements

The Basalt Sand and Gravel section adjoins the Coal Grove section to the north and the Satsop River section to the south . It has eight scenic elements (from backdrop to fascia):

1. A mid-distant hillside,with a basalt cliff.
2. A sand and gravel processing plant with product piles.
3. A spur track leading to an industrial lead serving the sand and gravel industry.
4. A main line, a primary siding track and an auxiliary siding.
5. An embankment located along the front fascia.
6. A stream that traverses from the rear of the section to the fascia. 
7. Two bridges, one on the main line and one on the industry spur track.
8. A MOW section sited near the north switch.
   

Section Construction

See the WWSL section construction reference page for the construction technique. 

Basalt is a two section set. The first section (15a) is a standard 2 foot by 8 foot section. The second section (15b) is a 2 foot by 5 foot section. Section 15b is necessary to give proper length to the main line and passing siding, and also acts as a view block between Basalt and Coal Grove.

ROW Design Considerations 

The most critical design considerations on this module is the location of the industrial lead. Its location determines the location of the main line, a  primary siding track and an auxiliary siding. Placing the industrial lead at 12 inches from the fascia permits both main line running and industrial switching.

3. The curved main line from Satsop River places the Basalt main line at 7 inches from the fascia. This allows easy viewing and access. It must be at least seven feet in length (the longest standard operational train length).
 

The primary siding track must be located between the main line and the industry for effective car movement. This places the track at 10 inches from the fascia (the First (Northern) Division is electrified and requires cantenary pole placement. It must also be at least 7 feet in length (the longest standard operational train length). 

The auxiliary track is a scenic element with some operating value but will be primarily vignette in nature. It can be located closest to the fascia. The WWSL technical specification requires a minimum 4 inches from the fascia. There is no specific length required but should be at least 3 feet in length to allow for several cars to be located there for miscellaneous reasons (bad order, water cars during fire season, work train, etc.).

 
4. The industrial spur must be accessed from the primary siding track. In the WWSL history this track is the old logging spur track going back into the timber. For present day operational requirements, it must be at least 3 foot in length to allow pick up and delivery of up to 6 40 foot cars to the industry. 

Off of the industrial spur is the Basalt Sand and Gravel industrial lead. The lead services three industry sidings: 2 processed gravels spurs and one processed sand spur. In this case, the industrial lead is approximately 6 foot in length, the industry sidings a minimum of 2 feet (processed gravel) and 4 feet (processed sand) respectively.
 

8. I pulled up a construction diagram of a timber trestle built by the Canadian Pacific for the main line bridge. See 4.1.9.6 Basalt Bridge N6a for construction details.

 
I found a temporary timber bridge made of tree trunks in the 1920's to be used as a scenic element for the industry spur bridge. Operationally this bridge is out of service. See 4.1.9.6 Basalt Bridge N6b for construction details.

Laying out the Right of Way

I am not going to go into great detail about putting down the roadbed lines. See the Right of Way Reference Page  for the details if you haven't had the fun of doing it before. 

Essentially you're going to follow this process: 

1. Lay out the main line at the seven inch line.
2. Lay out the primary siding track at the ten inch line.
3. Lay out the auxiliary track at the four inch line.
4. Lay out the transition template for the mainline/primary siding track switch.
   
5. Lay out the main line curve and turnout.
   
6. Lay out the north passing siding turnout.
   
7. Lay out the industrial spur.
   
8. Layout the industrial lead at 12 inches, the sand track at 14 inches and the gravel loader tracks at nine and seven inches.
9. Locate the abutments and piers for both bridges (to include heights).
   

Track Standard.

The WWSL 1st Division is designated Class B main line. See See 4.2.11.2  Modeling Technique for Medium Profile Roadway for details.

The WWSL auxiliary track is designated a storage track. See 4.2.11.8  Modeling Technique for Storage Track for details.

The WWSL industrial spur and all the Basalt Sand and Gravel trackage is designated an Industrial Lead or Spur Track. See 4.2.11.7 Modeling Technique for Industrial Lead or Spur Track for details.

Main line to primary siding turnouts are Common Standard #6.  All industry turnouts are Common Standard #5.

Lay out the turnouts

The WWSL engineering department has authorize an non - Common Standard #6.5 Code 100 curved turnout for the south Basalt mainline to passing track. I have to ensure that the normal route leg of the turnout (26 inch radius) aligns with the primary siding track layout line at 10 inches, and the divergent leg of the turnout aligns with the main track layout line at 7 inches.

I laid out the maximum train length templates along the passing siding and main line. I have the WWSL common standard #6 turnout templates to locate main line to passing track turnouts, and main line to auxillary siding.

I have a WWSL common standard #5 turnout to locate the industrial spur set out track. Its divergent angle conveniently angles the interchange track with the Basalt Sand and Gravel industrial lead. Basalt Sand and Gravel owns and maintains its own trackage, and uses the WWSL Common Standard #5 turnout.

Lay out the structures

Modeled portion includes sand plant and silos, a fuel storage facility, and a 2 track gravel loader. The remainder of the plant is east and south of the section and is not modeled. I created structural footprints for all the structures anticipated to be used on the section. While i was doing this I realized that I had omitted drawing in the sand house spur track. I've got to remember to add that to the track design plan. Once I have placed the gravel loading platform footprint along the industrial lead / sand track, I can finalize the two track spurs servicing the loading platform. 

A MOW section is conveniently sited near the north switch.

In the next blog (Section 15 - Basalt - Part 2) I will discuss the Landform Design Considerations.

Section 14 - Satsop River Bridge - Part 1

Its time to layout the Satsop River section. The layout design given and druthers of this section is indentified in Station 14 Satsop River.

Layout Design Elements

The Satsop River section adjoins the Basalt Sand and Gravel section to the north and the Polson Canyon section to the south. This section has of eight layout design elements: (from backdrop to fascia):

1. A darkened cloudy sky suggesting inclement weather is approaching. 
2. A mid distant tree line and visible riverbank.
3. A shallow river with significant sand and gravel on the river bottom and sides.
4. A 5 bent wood trestle and a wood abutment. 
5. Two 16 panel plate girder bridges
6. Two 10 panel plate girder bridges
7. 4 unique piers 
8. A concrete abutment for one of the 16 panel bridges.

Section Construction

See the WWSL section construction reference page for the construction technique. 

As this section is a river scene I have modified the construction technique. Instead of using the two 1x3 girders on the bottom of the section, I need a solid bottom on the section for the riverbed. The 1x3 girders are replaced by a 2 foot by 8 foot piece of plywood 3/4 inches thick. The two ends of the section are cut out to permit attachment of the section electrical connectors and section interface bolts. 

 The remainder of the section is built per WWSL construction standards.

ROW Design Considerations 

The most critical design considerations on this section is the length of the bridge. With only 96 inches of linear space to model two curved legs, two river banks and and 5 bridges, something has to be compressed. 

First I looked at the two curved legs. At Basalt, the 26 inch radius curve needs to connect to a tangent track located 10 inches from the front fascia. That means that 16 inches of space is needed on this section for the north wye design element. At Polson Canyon, the 26 inch radius curve needs to connect to a tangent track located 16 inches from the front fascia. This means that 10 inches of space is needed on this section for the south main line and the abandoned spur track. A total of approximately 26 inches is needed for the curved main line components. That leaves us with 70 inches of tangent mainline track for the five bridges. See Satsop River Bridge N5 for the baseline construction details.

4. I pulled up a construction diagram of a timber trestle built by the Southern Pacific.  That diagram has each bent a distance of 15 feet apart. In HO scale that's a bit less than 2 inches per bent. Five bents and a wood abutment is about 10 inches. See Satsop River Bridge N5a for construction details.

5. I am planning to kitbatch the plate girder bridges. I have eight Atlas Thru Plate Girder Bridges, six of them have 10 identically spaced steel plates, the other two have 10 steel plates of different widths. I chose to use two of the 10 panel bridges to represent the 16 panel bridges. This is a 38% selective  compression of the bridge scene. All I need to do is shorten the height of the two bridges by approximately 1/3rd. Total length of those two bridges will be 18 inches. See Satsop River Bridge N5b for construction details.

6. Using the selective compression percentage above, I will need to add (rounded up) 4 panels to each of the two 10 panel bridges to represent the 20 (modeled 14) paneled panel plate girder bridges. Total length of those two bridges will be 25 inches. See Satsop River Bridge N5b for construction details.

7. There are 4 interesting piers to be constructed. Three are wood pile bents, one is a steel pile bent. They will have to be kitbatched. See Satsop River Bridge N5c for construction details.

8. The concrete abutment will have to be designed to reflect the dimensions of the embankment constructed. See Satsop River Bridge N5d for construction details.

Adding all those bridge lengths gets me to about 53 (18+25+10) inches, with a leeway of about 17 inches for  'off the bridge tangent track' leading into the curves at each end.

Laying out Right of Way

I am not going to go into great detail about putting down the roadbed lines. See the Right of Way Reference Page  for the details if you haven't had the fun to do it before. 

Essentially you're going to follow this process: 

1. Lay out the main line. I centered it at the 12 inch line.
   
2. Lay out the transition template line.
   
3. Lay out the main line curves. 
   
4. Lay out the bridge template, the length of the bridge and adjust as necessary.
5. Lay out the south embankment leading to the bridges. 
6. Locate the abutments and piers (to include heights).
7. Layout the sloped river bank on the north side of the river.
   

Because this section ties into both the Section 15 - Basalt and the Section 13 - Polson Canyon, some layout of those sections will need to be done at the same time, primarily the main line locator at Basalt (10 inches from the fascia) and the northernmost Polson Canyon curve (16 inches from the fascia ).  .

Laying the track.  The 1st (North) Division is WWSL Medium Profile Roadway. See 4.2.11.2  Modeling Technique for Medium Profile Roadway for details. 

See 4.2.3 Straight Track and 4.2.4 Curves for construction details.

Laying out the Structures 

There are no major structures on this section.

In the next blog (Section 14 - Satsop River Bridge Module - Part 2) I will discuss the Scenery Design Considerations.

Modeling Miscellaneous Section

On the right hand side of the blog I have created a section called Reference Pages. Each aspect of model railroading has a 'section' that consolidates general and WWSL specific model railroading information.

This month I have focused on formatting and consolidating Modeling Miscellanious information. The index page is 11.0 Modeling Miscellaneous

The following topics have been identified and sorted. Information will be updated as I get it all together.

General

11.1 Workshop

11.1.1 Work Bench
11.1.2 Project Tables
11.1.3 Tool Storage
11.1.4 Project Supplies
11.1.5 Project Storage
11.1.6 Rolling Caddies 

11.1.7 Tool Stations

 

11.2 Tools

11.2.1 Benchwork Tools

11.2.2 Track Tools

11.2.3 Scenery Tools

11.2.4 Electrical Tools

11.2.5 Locomotive and Rolling Stock Tools

11.2.6 Structural Tools

11.3 Scale Measurements

 

11.4 Supplies

11.4.1 Wood

11.4.2 Styrene

1.5 Adhesives

11.6 Tips and Techniques

11.6.1 Wood
11.6.2 Styrene
11.6.3 Soldering
11.6.4 Etching
11.6.5 Resin Casting

 

11.7 Paint

11.7.1 Scenery Paint
11.7.2 Acrylic Paint (V)
11.7.3 Brush Painting

11.7.4 Paint Booth

11.7.5 Air Brush Painting

11.7.6 Weathering Station

11.8 Decals
11.8.1 Dry Transfers
11.8.2 Wet Decals

 

11.9 Chalks and Powders

11.10

11.11

11.12

11.13

11.14

11.15

 

 

Structures Section

On the right hand side of the blog I have created a section called Reference Pages. Each aspect of model railroading has a 'section' that consolidates general and WWSL specific model railroading information.

This month I have focused on formatting and consolidating Structure information. The index page is 10.0 Structures

The following topics have been identified and sorted. Information will be updated as I get it all together.

General
10.0.1 Structures - Modeling Goals 
10.0.2 Structures - Prototype
10.0.3 Structure building links

Railroad Headquarters

10.1 Brady Junction
10.1.1 Tower
10.1.2 Coach Yard
10.1.3 Stock Pens

10.2 Montesano 
10.2.1 Pole Yard
10.2.2 Rail yard
10.2.3 Bridge Yard
10.2.4 Tie Yard
10.2.5 Wire Yard
10.2.6 Station

10.3 Demaine Yard
10.3.1 Freight Station
10.3.2 MOW
10.3.3 Buyher Propane
10.3.4 Building supply
10.3.5 Engine servicing
10.3.6 Caboose servicing 
10.3.7 Inspection shed
10.3.8 Caster Oil Co
10.3.9 Planck Lumber Co
10.3.10 O McDonalds Coal

Second Division

10.4 Not Used

10.5 Preachers Slough
10.5.1 Interchange Shed
10.5.2 Cascade Pole
10.5.3 Knotty Pine Lumber Company
10.5.4 Section House

10.6 Not Used

10.7 Wickwood
10.7.1 Coal shed
10.7.2 Transformer Yard
10.7.3 APP Office
10.7.4 APP Warehouse
10.7.5 WWSL station
10.7.6 WWSL wood dock
10.7.7 APP factory

10.7.8 APP chemical tanks
10.7.9 APP tank unload facility
10.7.10 APP chip unloading
10.7.11 APP Chip Pile

 

10.7.12 Power Station coal dump
10.7.13 Ash hoist
10.7.14 Oil tank 
10.7.15 Oil column
10.7.16 Water tank 
10.7.17 Water column
10.7.18 Sand house
10.7.19 Sanding column
10.7.20 Repair building

Rip track

10.7.21 Carpenter
10.7.22 Blacksmith shop
10.7.23 Airbrake shop

10.7.24 Wheel rack

10.7.25 Wheel crane

10.7.26 Paint shed
10.7.27 Gantry Crane
10.7.28

Northern Division

10.8 Not Used

10.9 Camp 1 
10.9.1Engine House
10.9.2Turntable
10.9.3 Sand house/column
10.9.4 Water Tower
10.9.5 Water column (2)
10.9.6 Oil tank
10.9.7 Oil column
10.9.8 Boiler House
10.9.9 Lube house
10.9.10 Supply house
10.9.1 Enginemens quarters 

Logging Camp
10.9.11 Sleeping Car
10.9.12 Shower Car
10.9.13 Dining Car
10.9.14 Kitchen Car
10.9.15 Water Towers
10.9.16 Office
10.9.17 Warehouse
10.9.18 Transformer Tower 

10.10 Headquarters
10.10.1 Office  
10.10.2 Section Houses

10.11 Sawmill
10.11.1 Log Pond
10.11.2 Conveyor10.11.3 Office
10.11.4 Sawmill
10.11.5 Chip Loader
10.11.6 Fire Sheds
10.11.7 Dry Kiln
10.11.8 Timber Dock
10.11.9 Crane
10.11.10 Planing Mill

10.11.11 Loading doc

 

10.12 Tunnel 1
10.12.1 Turntable
10.12.2 MOW Shed

10.13 Polson Canyon

10.13.1 Water Tower

10.13.2 Water Column

10.13.3 MOW Shed

10.14 Not used

 

10.15. Basalt

10.15.1 Conveyor

10.15.2 Sand House

10.15.3 Sand Silos
10.15.4 Gravel Loader
10.15.5 Oil Tanks

10.15.6 Pump House

10.15.7 MOW Shed

10.16 Coal Grove

10.16.1 Transformer Station
10.16.2 Substation
10.16.3 Power House
10.16.4 Tipple Wood
10.16.5 Tipple Corrugated
10.16.6 Washer
10.16.7 Storage Building
10.16.8 Conveyor
10.16.9 Conveyor
10.16.10 Mine Tunnel Entrance
10.16.11 Water Tower
10.16.12 Conveyor Lift Bridge
10.16.13 Ventilator House
10.16.14 Limestone Dust Tank
10.16.15 MOW shed
10.16.16 Scale

10.16.17 Scale house
10.16.18 Coal Pile
10.16.19 Yard Office

 

10.17 Reload

10.17.1 Electric Powered Log Crane
10.17.2 Section house
10.17.3 MOW sheds
10.17.4 Water column
10.17.5 Water tower
10.17.6 Sand house
10.17.7 Sand column

10.17.8 Fuel tanks

10.17.9 Truck Repair Shed

10.17.10