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I <br />D ' I <br />' I I <br />I PZC13 I I I <br />I SHEET PILES <br />(TYR.) I I I <br />I I I <br />PLACE SHEET <br />PILES BEYOND END <br />OF EXIST. WOOD <br />RETAINING WALLILE <br />I <br />' J® BACKFILL VOID BACKFILL SLOUGHED <br />I C / WITH IMPORTED FILL AREA WITH IMPORTED FILL <br />I w EXIST. WOOD <br />RETAINING WALL 1 -0"O3 <br />L_ 0 5'-0" 5'-0" <br />w I NO NO <br />^_m SURCHARGE NO <br />- - ZONE TOP SHEET PILE - - ZONE TOP SHEET PILE <br />O I EXISTOIL. GRADE EL. 931.0 EXIST. GRADE EL. 931.0 <br />EL. 930.0 III-1 =-=III DESIGN WATER LEVEL02 EL. 930.0 DESIGN WATER LEVEL O2 <br />1=1 �I 1=1=111=1-I_I=1 Q=_- <br />EL. 929.4 EL 929.4 <br />j\ (VARIES) m I II (VARIES) I-1 =111111 <br />\\\ BEGIN RETAINING WALL 1 <br />}\ SCALE: 1/4" = 1'-O" x <br />J 1 4 <mfl IIII�I IIII�I IIIITI <br />J BOTTOM() Il- <br />CHANNEL111=111111 —111111 _111111 —III— CHANNEL BOTTOM 1 <br />_=1 1=11 f III -1 1=1OIL <br />= EL. 922.0 -III=III=III—III 'III—III III = _ _ _ _ _ _ = EL. 922.0 <br />I- 11=III=III=III=III=III=III=III= (MAX. -VARIES) 11=11 X111=III=III=.11—III=1`�III= =III=III=III=III=III=III=III=III= (MAX. -VARIES) <br />EXIST. <br />WOOD <br />'X\ oI RETAINING EXIST. WOOD RETAINING WALL BEYOND <br />� WALL (REMOVE WHERE REQUIRED) <br />\ o <br />\ \ PZC13 SHEET PILE, OR EQUAL PZC13 SHEET PILE, OR EQUAL <br />1 \ \ I (TYP. ALL SHEET PILE) I (TYP. ALL SHEET PILE) <br />/^� PLACE SHEET <br />' PILES BEYOND TAL J <br />\ J�1 OF EXIST. METAL <br />RETAINING WALL\. <br />PZC13 f� JI <br />SHEET PILES <br />(TYP,) EXIST. WALL <br />METAL <br />RETAINING PILE TIP PILE TIP <br />EL. 906.0 EL. 906.0 <br />(TYP. ALL SHEET PILE) (TYP. ALL SHEET PILE) <br />_�_ SECTION TYP. A SECTION SLOUGHED AREAS DURING CONSTRUCTION B <br />_ SCALE: 1/8"=1'-O" 4 SCALE: 1/8"=1'-0" 4 <br />' J <br />a \ <br />EXIST. WOOD <br />RETAINING WALL <br />N \ <br />I \ <br />W \ \ <br />KEYNOTES: <br />\ 1O DESIGN CHANNEL BOTTOM ELEVATION = 922.0 <br />END RETAINING WAV 2 O DESIGN WATER ELEVATION = 929.4 <br />SCALE: 1 4" = 1'-0" 4 \ Q3 PLACE SHEET PILE AT OFFSET FROM EXISTING <br />\ WOOD RETAINING WALL. <br />® BACKFILL VOID BETWEEN EXISTING WOOD <br />RETAINING WALL AND SHEET PILE WALL WITH <br />IMPORTED BACKFILL MEETING CRITERIA ON <br />SHEET 1. <br />05 BACKFILL SLOUGHED AREAS BEHIND SHEET <br />PILE WALL WITH IMPORTED BACKFILL MEETING <br />CRITERIA ON SHEET 1. <br />0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS DESIGNED BKB HAGEN LANDSCAPE & BARGE SERVICES REVISION <br />Q PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ENGINEERING DRAWN <br />AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS BKB <br />0 OF T STATE OF MINNESOTA. CHECKED PROJECT <br />PARTNERS cnu BOAT SLIP REPAIRS 22.219 <br />0PEER RE WED 2699 KELLY AVENUE SHEET NO <br />INTERNATIONAL, LLC GTG � A <br />BRADLEY K. BRIMHALL 7400 CEDAR AVENUE SOUTH PROJECT MANAGER BKB EXCELSIOR, IVIN 4 <br />1/13/23 52395 RICHFIELD, MINNESOTA 55423 DATE <br />REV DESCRIPTION OF REVISION BY DATE DATE: REG. NO. (612) 886-3730 1 www.engineeringportners.net 1/13/23 SHEET PILE WALL <br />