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4 TYPICAL RETAINING WALL NOTES: <br /> PROVIDE FENCE/GUARDRAIL <br /> AS REQUIRED 1. USE f'c=4,000 psi FOR WALLS fc=3,000 psi FOR <br /> 8" FOOTINGS. <br /> 3/4"CHAMFER <br /> CONCRETE PATIO PER PLAN 2. SPACE VERTICAL CONSTRUCTION/EXPANSION <br /> JOINT NTE 40'OC ALONG LENGTH OF WALL- <br /> Z� <br /> PROVIDE(2)#5 AT TOP OF WALL SEE DETAIL #2 FOR CONST/EXP JOINT. <br /> � <br /> • <br /> 1 1 1 II III l l 1 III `III �. 3. LAP LENGTHS FOR VERTICAL AND HORIZ BARS <br /> _ui ii ii ii ii il=_Tll—III_I11=11111=1f' r 0 48 BA DIATYP UNO.FOR VERTICAL REINF OK <br /> . ",—11I-1 —111E111E11 E111=111111=111=1I IR I- TO EXTEND FTG DOWEL TO TOP OF WALL AT <br /> I IITt IIII I IIIIIIII11i1-1. -,1 11j1 1-III— #5AT18"OC <br /> CONTRACTORS OPTION. <br /> 6" MIN LAYER OF RELATIVELY c— <br /> IMPERMEABLE SOIL AT TOP OF <br /> FREE-DRAINING BACKFILL jZ O #5 AT 18"OC 4. SEE SITE PLAN DRAWINGS FOR ADDL <br /> o REQUIREMENTS. <br /> FREE DRAININGIllri <br /> BACKFILL 1'MINIMUM a • 5. NOTE HEAVY COMPACTION EQUIPMENT SHALL <br /> 2"CLR NOT BE USED BEHIND RETAINING WALL FOR <br /> PROTECTFREE-DRAINING '` g DISTANCE EQUAL TO HEIGHT OF RETAINING <br /> GRAVEL LAYER W/FILTER • DOWEL TO MATCH WALL. <br /> FABRIC AS REQ'D u, "' <br /> fvL VERT BAR W/STD o w <br /> HOOK TO FTG zz EE <br /> PROVIDE 2"DIA PVC WEEP w <br /> HOLES W/ROCK DRAIN <br /> • PADS AT 4'-0"OC MAX <br /> a <br /> 0 <br /> ' / <br /> a __ 6"MIN COMPACTED <br /> IA ECEUVIE1 <br /> #5 AT 18"AT HEEL SOIL OVER TOE I v,P <br /> _ CORNER BARS IN LIEU o <br /> —I — III 11 - I CORNER CONDITION <br /> (3)#5 CONT ° �: III=III—III—III 1 1I1—III—III—I11—I11=111=III—III—IIII I- OF DOWELS AT SHOWN DASHED <br /> • 1 III=III=111=1 —I 11=1 11=11 HI 11-1 I I—I 11-1 11-111=111=111=1 CORNER CONDITION <br /> -• „���Or 11'-1 1111 I. 111 III III 111 III III III III III 111 11 I 1\ ` <br /> \ `2"CLR E11111111I1111111I11 EIII111111- IIF-II1111111I11II1 11 3/a"CHAMFER-TYP I NOV 2 6 2022 j <br /> U 1=111—I I1—III—III=IIII11-111=IIIIII= RUN DOWELS EQ TO 1/2 <br /> q -1-1-1=11—L-1 1-1=1 1-111 I I BREAK WALL HORIZ <br /> _ OF WALL HORIZONTAL CITY OF EVERETT <br /> 1-111—I 1—III—II—I I HI I I-1 I I—IIHIII I I REINF EA SIDE OF JOINT <br /> n — = =1=1-III—I—TI—I i REINF THRU JOINT LAP <br /> - �— • -T III 111EIII-T-III-III-11 48xBARDIAW/WALL I II EXTERIOR FACE Permit Services <br /> 3"CLR <br /> _ _1 REINF o 0 <br /> 111ETIETi1=j 1-111=I 1=1M=F I' <br /> (3)#5 CONT •I_I I I—I I IIII—III1 11E111=1 1-. #5 CONT <br /> i l 1—I III ITi-1 •1' <br /> #5AT18"AT TOE \ • • • • <br /> • • <br /> FIRM NATIVE SOIL OR STRUCT <br /> FILL ABV NATIVE SOIL PER <br /> SOILS REPORT <br /> MIN(2)ADDL VERT BARS INTERIOR FACE <br /> 2'6° 6" AT ENDS OF WALL ���57 P. <br /> ��� <br /> (1'-6"WHEN RETAINED I► r <br /> HEIGHT LESS THAN3'-6°) TYPICAL WALL CONSTRUCTION JOINT �� of wAsyfN� �� <br /> RETAINING WALL 5.5-FT MAX RETAINED HEIGHT TYPICAL 1----\ -. ... <br /> 2 �� <br /> NTS NTS <, 4,, <br /> ,4O �.Ppc 39278` `0o4 S4 <br /> • <br /> ii/is/2022 <br /> • <br /> 1200 6th Avenue MILES SITE RETAINING WALL <br /> Suite 1620 <br /> Seattle,WA 98101 RETAINING WALL S S K #1 <br /> OBOE: O 206.267.2425 TEL <br /> • 206.267.2429 FAX DRAWN BY: SZ DATE: 11/17/2022 JOB NO.: 2210579.20 <br />