HomeMy WebLinkAbout486-11.3.1 !t�,
THE WALL BACKFILL SHALL CONSIST OF 1-112 INCH MINUS CRUSHM ROCK OR GRAVEL COWOWING
03.90). THIS MATERIAL WILL BE PLACED To AN 8 INCH MINIMUM THI TO SECTION 9-
TW CUT OR FILL MATERIAL. CXW-SS BETW-EN THE ENTIRE WALL AM
THE BACKFILL MATERIAL WILL BE PLACED IN �IFTS TO AN ELEVATION
APPROXIMATELY 6 INCHES BELOW THE COURSE OF ROCKS R-ACED. THE BACKFILL WILL BE RA= AFTEF! EACH
COURSE OF ROCKS- ANY BACKFILL MATERIAL ON THE SEARING SURFACE OF THE ROCK CO WILL BE REND M
BEFORE SETTING THE NEXT COURSE. URSE V
6-11.3.2 DRAIN PIPE
A 4
INCH OI&CTER PERFORATED PVC PIPE SHAL L BE PLACED AS A FOOTING DRAIN BEHIND THE RIXKERIES AS
-WM IN THE STANDARD R-ANS, AND CONWCTED TO THE STORM DRAINAGE SYSTEM WHERE SHOWN.
6-11.3.3 REJECTION OF MATERIAL
THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AND To SJSPENO ANY WORK THAT
IS BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL
WILL BE RB4NM FROM THE CONSTRUCTION SITE AND ANY REJECTED Wop, SFtqLL BE REPAIRED OR PZ-LAC)ED AT
NO ADDITIONAL COST To THE OWNER.
6-11.4 W-ASUREMEXT
W-ASURE34DIff OF THE FINISHM RUCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING MADE TO THE n3P OF
THE WALL AND ROUNDED TO THE NEAREST SQUARE YARD.
6-11.5 PAYMENT
PAYMENT WILL BE MADE LjNOL—, THE ITEM 'ROCK RETAINING WALL*, PER SQUARE YARD.
THE LIMIT PRICE PER SQUARE YARD SHALL BE FULL COWE,"
M-ACE AND SHALL INCLUDE ALL WOW, MATERIALS, TlON FOR THE ROCKERY/ROCK RETAINING WALL IN
AND EQL)IPW" REQUIRED TO COMPLETE THE INSTALLATION.
SuPPI�ywntal Specifications
(Re� 05/01/a6) Page 26