2017-01-18_INSPECTION - M1992069

• Permit No: M1992069
• IBM Index Class Name: INSPECTION
• Doc Date: 1/18/2017
• Doc Name: Corrective Action Documentation
• From: Aggregate Industries
• To: DRMS
• Email Name: PSH
• Media Type: D
• Archive: No

INSTALLATION IN ROUGH CUT INSTALLATION IN EXISTING STREET
STREET&OPEN FIELD
NEW STREET
SURFACE VERTICAL SAW CUT
I
EXISTING STREET
-> ; ROAD SUBGRADE
TRENCH =
i WIDTH � SLOPE AS REQUIRED BY
Z w OSHA OR BY GOVERNING
- 12" PIPE 12" J i AGENCY
BACKFILL MIN O.D. MIN a. w
ZONE 18" 18" U_
MAX MAX Lu 0
of
Z Z
':tV INSTALL FILTER FABRIC
BEDDING
ZONE I PIPE ">',_ BETWEEN PIPE BEDDING
AND STABILIZATION
MATERIAL IF STABILIZATION
MATERIAL IS REQUIRED
- ,-
6"OR 0.25 O.D. ,., i ,.fh:'
f f n ��5
STABILIZATION MATERIAL-
WHICHEVER IS ', ;`-
GREATER _- DEPTH AS REQUIRED TO
OBTAIN A STABLE SUBGRADE
NOTES:
1. REFER TO CITY OF GREELEY WATER AND SEWER CONSTRUCTION STANDARDS AND FOR
STABILIZATION, FILTER FABRIC, BEDDING,AND BACKFILL MATERIAL AND COMPACTION SPECIFICATIONS.
FOR ANY CONFLICT BETWEEN WATER AND SEWER AND PUBLIC WORKS BACKFILL MATERIAL
SPECIFICATIONS AND COMPACTION REQUIREMENTS, THE MORE STRINGENT SPECIFICATION SHALL
PREVAIL.
2. REFERENCE CITY OF GREELEY PUBLIC WORKS EXISTING STREET PAVEMENT PATCH DETAIL ASPHALT&
CONCRETE (DETAIL S-31) FOR"STREET CUT' REQUIREMENTS IN CITY RIGHT-OF-WAYS.
2. AN OVER EXCAVATED TRENCH SHALL BE REFILLED AND COMPACTED(PER SPECIFICATIONS) UNDER
THE DIRECTION OF THE CITY OF GREELEY, CONSTRUCTION SERVICES.
3. UNDER NO CIRCUMSTANCES SHALL PIPE BE LAID IN A PROPOSED FILL AREA PRIOR TO IT BEING
COMPLETELY FILLED TO PROPOSED GRADES AND COMPACTED PER CITY OF GREELEY
SPECIFICATIONS.
4. COMPACTION TESTING METHODS AND FREQUENCY SHALL BE PERFORMED IN ACCORDANCE WITH CITY
OF GREELEY CONSTRUCTION SERVICES REQUIREMENTS.
5. TRENCHES SHALL BE SHORED, BRACED, OR SHEETED AS NECESSARY FOR THE SAFETY AND
PROTECTION OF PERSONNEL AND OTHER UTILITIES.
TRENCH CROSS-SECTION
DETAIL NO. WS-2
DATE: JANUARY 2006 SCALE: NTS