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<br /> CE TEMP. CONSTRUCTION 1 S U RC HARG E ��-�- -�E�T TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> ENTRANCE C3.0
<br /> EARTHWORK VOLUMES C4NSTRUCTION SEQU ENCE 1" =40 FEET 2215 North 30th Street, Suite 300 Tacoma, WA98403
<br /> RR RIPRAP ROCKERY ONSITE CUT: 10,4Q0 CY 1. SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING WITH THE CITY, OWNER, AND ENGINEER. 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> 6"-8" QUARRY SPAL�S BORROW PIT CUT: 31,700 CY 2. FI.AG OR FENCE ALL CLEARING LIMITS.
<br /> FILL: 42,100 CY 3. INSTALL CONSTRUCTION ENTRANCE AND EROSION CONTROL MEASURES. Proiect Title:
<br /> IP INLET SEDIMENT � 4 NET: 0 CY (BALANCE) 4. PERFC)RM MASS GRADING AND INSTALL SETTLEMENT MARKERS PER THE GEOTECHNICAL REPORT. NO
<br /> PROTECTION C3.0 UTILITIES TO BE INSTALLED UNTIL SURCHARGE SETTLEMENT IS COMPLETE. G LAC I E R
<br /> NOTE: 5. AS AREAS ARE DISTURBED/CLEARED PROVIDE TESC MEASURES.
<br /> 2 THE ABOVE QUANTITIES ARE ESTIMATES ONLY 6. MAINTAIN EROSION CONTROL MEASURES 1N ACCORDANCE WITH CITY OF EVERETT STANDARDS AND PEAK AT
<br /> �� INTERCEPTOR DITCH ---�--� INTENDED FOR THE PERMITTING PROCESS. DO MANUFACTURER'S RECOMMENDATIONS.
<br /> @ 0.25% MIN. (TYP.) C3'Q NOT USE FOR BID PURPOSES.THE QUANTITIES DO 7. RELOCATE EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS
<br /> NOT HAVE STRIPPING, COMPACTION, OR CUT OR CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF EVERETT RIVERSIDE
<br /> CD GRAVEL CHECK DAM �oa ° 3 �ILL ADJUSTMENT FACTORS APPLIED TO THEM. ERC)SION AND SEDIMENT CONTROL STANDARDS.
<br /> C3.0 8. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS UPON APPROVAL
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<br /> DATE: June 3, 2016 FILENAME:\lahbl.com\data\PROJECTS\2015�2150808\10_CIV�CAD\fili And Grade12150808-SH-GRAD.dwg
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