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Looking for a Photo (grade stakes)

J Olender

Well-Known Member
Joined
Apr 21, 2010
Messages
72
Location
Northern Ca
Hello all! I am continuing my on the job education. Or trying too anyway.
I would love to SEE a photo or two of grade staking a fill. As you bring up the fill, how do you determine each lifts' exact placement?? I am still in the little leagues, so I don't have a grade setter! Therefore I consult, you.
Thanks for all your advice!!
 

RonG

Charter Member
Joined
Dec 2, 2003
Messages
1,833
Location
Meriden ct
Occupation
heavy equipment operator
You can stack your grade stakes as you go and transfer the elevation to the new stake.Ron G
 

qball

Senior Member
Joined
Dec 30, 2007
Messages
1,072
Location
il
Occupation
local 150 operator
ok, j. what exactly are you looking to know?
staking seems intimidating, but it is really pretty easy.
 

Tiny

Senior Member
Joined
Jan 24, 2010
Messages
2,126
Location
NW Missouri
Old grade stakes are no problem, A driver will be along directly to help you with that ..........Sorry had to
 

95zIV

Senior Member
Joined
Mar 11, 2006
Messages
795
Location
Cincinnati, OH
Occupation
RR Contractor Super.
Old grade stakes are no problem, A driver will be along directly to help you with that ..........Sorry had to

Yeah, if you look just to the left of the hook in Tiny's avatar you can see one JUSSTTT coming out from under the bumper as he was trying to back out of the hole. Remember you have to look VERY HARD or you may not be able to see it, it might not even be visible to some people. :roll:roll


Just kidding, it's funny that this thread should come up so soon after such a discussion about taking them DOWN.
 

dsichewski

Well-Known Member
Joined
Sep 14, 2009
Messages
93
Location
Kitchener Ontario
Just wanted to say thank you very much for the link above. I've always wondered about grade stakes as they weren't taught to me in operator school, and that site all the information and is simple to understand!
 

tootalltimmy

Senior Member
Joined
Aug 16, 2008
Messages
397
Location
Okanagan Falls B.C. Canada
Where I am working, running over a grade stake will cost a case of beer (12 in Canada).
Boss runs one over and it is always " Oh that stake is an old one. We're already done with that one." If you make the rules, you get to change em!
 

Tiny

Senior Member
Joined
Jan 24, 2010
Messages
2,126
Location
NW Missouri
Cool it works for me.As a stake passes under my bumper I know why its there now....:falldownlaugh:falldownlaugh
 

EGS

Senior Member
Joined
Jul 27, 2009
Messages
577
Location
Southern Wisconsin
Occupation
Local 139 operator
I was thinking about you guys the other day. I heard one of my foreman say on the radio "If you god-d*mn truck drivers run over one more stake your all f'n fired!"
 

ontrac

Well-Known Member
Joined
Oct 21, 2009
Messages
89
Location
Oklahoma
Thanks, that site and the seabees planners and estimating guide are my favorites look around that site info on everything.
 

Davvinciman

Well-Known Member
Joined
Nov 29, 2011
Messages
82
Location
So. California
Occupation
Operating engineer and business owner
It depends on how much you really want to know. There isn't much information but there are a few books on grade checking. I always thought it was good to be able to read stakes and know what you are "supposed" to be building or even learn how to check grade. In the current work situation (as in little to none), it's good to have more jobs you can do to keep yourself working.
 

Davvinciman

Well-Known Member
Joined
Nov 29, 2011
Messages
82
Location
So. California
Occupation
Operating engineer and business owner
Staking a fill slope

after reading that I am glad we changed to the metric system up here.

I'm not sure what you mean by changing to the metric system but looking at your avatar picture, I hope you check grade differently than you dig a ditch. I think that guy was trying to re-live his ride on the ferris wheel at the county fair the night before. I had to look back at the question that started this thread. How you stake a fill depends on what you are making. A slope or staking for a flat pad.
If you are staking for a slope, you have a ratio that survey should put on the offset stake or control stake for the slope. It will give you a reference to TOE of slope. You make a "catch point" for the toe and build the slope at the ratio (2:1 is very common) to the top of slope setting fill stakes as you go.
An example would be out 8 and up 4. Set a stake up the hill approximately 8 foot, take your tape and pull back to your bottom stake. Remember to hold your tape level out or it will affect the measurement. Drop your plumb bob to line up with your bottom stake and take the measurement from your tape. Say it is 7.5'. You go back to the top stake and move it out 5 tenths so that you are 8 foot. Put a mark near the bottom of the stake to shoot with your hand level. Go to the bottom stake, put your hand level on the ribbon and shoot the elevation on the upper stake. Say you shot 3.7'. Measure up 3 tenths and make your mark. That will give you out 8 and up 4; a 2:1 ratio. If you shot off a white ribbon (1 foot above grade), tie your white ribbon and you have successfully brought up your first slope stake.
A better way is to shoot the angle using a clinometer and calculate the distance. There is a book on that in the "equipment for sale" section but it is probably best to learn doing it the old fashioned way.
And if this does not relate to your question, disregard all of the above.
 

Revicm

Well-Known Member
Joined
Mar 9, 2011
Messages
63
Location
Mitchell Ontario Canada
Occupation
Contractor
Just saying the math is a lot easier using a system based on 10 rather then 12. As far as the avatar goes I was just having some fun after cleaning the driveway.
 

Davvinciman

Well-Known Member
Joined
Nov 29, 2011
Messages
82
Location
So. California
Occupation
Operating engineer and business owner
Just saying the math is a lot easier using a system based on 10 rather then 12. As far as the avatar goes I was just having some fun after cleaning the driveway.

You got that right. BUT engineers usually work in tenths and that does help with the calculators. Imperial gallons? Our kilo is less than their kilo....it is strange. Cool driveway cleaner. No pun intended.
 
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