Fairways-CS 930526', FonM seao REOLIIREb
9~8333 D~uglas Ave. Suibe 1510 j~ ~$t~ .... ~ .~'- '
S%ructu~al MillSSp stone
2.
4,
~e~ain~ng wall ~o inelude ~he fol,,Lowing~
Complete engineering design and obtain build~ng pe~mit..! ~rom
Native ~illeap sandstone and. 3000 psi concrete ~o =on~uo~ wall,. '..
Excavation for wall base below oubg=ade as pFeacribod ~Y engineering .......
design. "
Back ~i~l of wall with on site ma~ez~al st0c~' piled by' 'others. Back
will be placed in 1lf~8 bu~ not mechanical!Y compac~e(i .........
5. Sleeves will be 'provided tn ~op ~f wall fgr E.u~.u~.e...fen~ng, .. ,, ......
BY O~RS~ .... ' ...........
1. Excavation or fills ~o oubgrade PFoPoSed on g~ad[ng PlR~s. Fills ~'o
be 95% proctor density w~thin 3~ of optimum mOiSture cOnten2.
is crucial ~O ~he ~unc2~on of ~he wall system. · ......
2, Propef~ pine w~h off oats for too of wil~. and cu~s cs~ f~11~ to .....
3. ~emovnl of e~ues~ soil and f~nal.~rade, .
4. W=ought iron fences. " ' ..............
All ma~al te gue~nte~ t0 ~ es s~cili~, a~ ~e e~ ~ co ~ ~f~ in e~t~ with t~
speolfleeUone submitted for above work end completed in e eubetenUel woekmer, llke manner for ~he SUm
~llem (1 88,454.0C
wi~h~ymenteeobemadeaef~l~e: Bi-mon:hLy, no :e~alnage ~o be he~d.
· Pricing for ~hie vail ts based on grades and :Op o~ va:i~
:Oath In bhe grading p~ang. Failure ~o es:ab~ish ~hes~l grades could ....
cause Ftictag changes. .
STONEWALL:,, ~N~, withih
· / ,' .. .~ ~, . . "..,,:,~?/~