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5't 8't NOTES: <br /> T <br /> IMPROVEMENT, SEE NOTE 1 PAVEMEN3 EX ASPHALT 1. REMOVE & REPL THE UPPER 5' OF SOIL WITHIN 5' HORIZONTAL <br /> g+ SECTION PER OF BULKHEAD AND MANHOLE TO IMPROVE THE PAVEMENT <br /> PAVEMENT SUBGRADE <br /> ✓ ��"" � ; C5.1 C3.1 SUBGRADE WITH COMPACTED GRAVEL BORROW TO THE <br /> -- EX ASPHALT `,' PAVEMENT SUBGRADE ELEVATION. REFER TO THE SUPPLEMENTAL <br /> - GEOTECHNICAL TECHNICAL MEMORANDUM PREPARED BY LANDAU <br /> iv ASSOCIATES DATED JULY 17, 2015 FOR COMPACTION AND <br /> CN <br /> ADDITIONAL INFORMATION. DO NOT OPERATE LARGE COMPACTION <br /> SOIL GROUTING, EQUIPMENT WITHIN 5' OF BULKHEAD AND MANHOLE. <br /> SEE SHEET C5.0 <br /> PAVEMENT SUBGRADE <br /> IMPROVEMENT, SEE NOTE 1 <br /> ' i I <br /> �EX TIE RODS (BEYOND) - - <br /> REPAIR WALER BEAM I I <br /> PER SHEET S2.3I EX TIE RODS (BEYOND) <br /> I I <br /> , I I <br /> V EX TIE RODS - — EX TIE RODS <br /> GROUT INJECTION POINT TO <br /> FILL VOIDS. REFER TO <br /> CONSTRUCTION DOCUMENTS <br /> FOR SOIL GROUTING SPECS. <br /> BOTTOM OF GROUT <br /> INJECTION POINT, TYP. SEE <br /> SHT C5.0 FOR ELEV TABLE <br /> I ' <br /> I <br /> ii <br /> SECTION B SECTION <br /> C5.0 C5.1 SCALE: 1"=5' C5.0 C5.1 SCALE: 1"=5' <br /> NOTE: FULL SIZE IS 22" x 34" <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> Ir Irvsem, D. OATES AS SHOWN PORT OF EVERETT C5.1 <br /> Port �' �`u DESIGNED BY: DATE: D U N L A P BULKHEAD <br /> o _ J. BECKER 7/27/2015 cIP No <br /> u 1-0-015-01 <br /> DREWDRAWN BY: CHECKED BY: RENOVATION � <br /> %' J. HOLLENBACH D. OATES PROJECT <br /> P.O. BOX 538 1601 5th Avenue,Suite 1300 7/27/15 XXX ISSUED FOR BID. f �W ^l- APPROVED BY: SOIL GROUTING & GROUND NO. MT—HT-2015-06 ' <br /> EVERETT, WA 98206 Seattle,Washington 98101 <br /> ,325) 259-3164 (206)382-0600 Fax(206)382-0500 IMPROVEMENT DETAILS SHEET NO. 1 3 :- 23 <br /> N0. DATE BY REVISION N0. DATE BY REVISION <br />