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TYPICAL RETAINING WALL NOTES: <br /> PROVIDE FENCE/GUARDRAIL <br /> AS REQUIRED 1. USE fc=4,000 psi FOR WALLS f'c=3,000 psi FOR <br /> 8" , FOOTINGS. <br /> 314"CHAMFER <br /> CONCRETE PATIO PER PLAN ,067 X 2. SPACE VERTICAL CONSTRUCTION/EXPANSION <br /> JOINT NTE 40'OC ALONG LENGTH OF WALL- <br /> ID PROVIDE(2)#5 AT TOP OF WALL • <br /> \ SEE DETAIL #2 FOR CONST/EXP JOINT. <br /> te <br /> 3. LAP LENGTHS FOR VERTICAL AND HORIZ BARS <br /> I l l Ali I I I III III III I l I Ill Will I III 48 BA DIA TYP UNO.FOR VERTICAL REINF OK <br /> -'I 14 I�I I�I I1 I I1 I I�I I—III—III I I I�I I� 1 ' <br /> -11I illl—IIIIII1 �11� IIIIII—III—III= TO EXTEND FTG DOWEL TO TOP OF WALL AT <br /> II IIIHII=IIIIIHII II= - <br /> �—III-III-=1TI �-'" - as AT 18"OC CONTRACTOR'S OPTION. <br /> 6" MIN LAYER OF RELATIVELY \ <br /> IMPERMEABLE SOIL AT TOP OF �� 4. SEE SITE PLAN DRAWINGS FOR ADDL <br /> FREE-DRAINING BACKFILL #5 AT 18"OC <br /> REQUIREMENTS. <br /> FREE DRAINING <br /> BACKFILL 1'MINIMUM • 5. NOTE HEAVY COMPACTION EQUIPMENT SHALL <br /> 2"CLR NOT BE USED BEHIND RETAINING WALL FOR <br /> PROTECT FREE-DRAINING <br /> DISTANCE EQUAL TO HEIGHT OF RETAINING <br /> GRAVEL LAYER W/FILTER • DOWEL TO MATCH WALL. <br /> D <br /> FABRIC AS REQ'D w "' <br /> VERT BAR W/STD 0 co <br /> HOOK TO FTG z <br /> PROVIDE 2"DIA PVC WEEP Fr <br /> HOLES W/ROCK DRAIN 5 <br /> QL o • PADS AT4'-0"OCMAX <br /> a -- 6"MIN COMPACTED ECEOVE <br /> #5 AT 18"AT HEEL SOIL OVER TOE <br /> I—I I ICI —I ICI III—I I�I I—III—I—I 1=III—i i i—i i—i t CORNER BARS IN LIEU I I CORNER CONDITION <br /> (3)#s CONT ° �O • =IIIIII—III—III= 1—III=III=III=III=III=III=III=III=I I I=11- OF DOWELS AT I N O V 2 6 2022 .J <br /> • =III=1 =1 = Ia I I=1 Ia =1I Ia I Ia Ia I� 1=I CORNER CONDITION SHOWN DASHED ✓ <br /> ;,< -1 I III III IIi-I III III III III III III III III III I� <br /> 2'CLR = t I—I f I—I 11=1 I H I H I H I I—I 11—III—I i t . 3/4"CHAMFER-TYP <br /> • -EI I LEIII1111111111j1I111j11111 T11a111111111111111' I CITY OF EVERETT <br /> E111-111-111-1 I 1—I 11-111E111-111-111—_I' RUN DOWELS EC)T01/2 I I BREAK WALL HORIZ <br /> - 1=I 11=1 I I=1I 1=11 I=1 11=1 I�11=111E-11 OF WALL HORIZONTAL I REINF EA SIDE OF JOINT Permit Services <br /> • • III I I=1 1=1 N 19 I- f -Ill- REINF THRU JOINT LAP <br /> /� ———�— 11-I I I=III-1 -III III - -1I- 48x BAR DIA W WALL I I EXTERIOR FACE <br /> A 3"CLR — — REINF o ° <br /> M 1=11I=1 1=III= I=l I1 <br /> (3)#5 CONT I=i I l 1-1 l l=)I I-!I III-1 I I—III #5 CONT <br /> i i1 1IIII I I-I i'R <br /> • • • • 1 • • <br /> #5 AT 18"AT TOE •! • <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(1'-6'WHEN RETAINED l` V P. L4l <br /> HEIGHT LESS THAN 3'-6') <br /> TYPICAL WALL CONSTRUCTION JOINT ���'�a WAS7ii -,q4 <br /> B ). 0 tii <br /> RETAINING WALL 5.5-FT MAX RETAINED HEIGHT 1 TYPICAL /2,) ',' -, ' 'i , / <br /> NTS NTS <br /> ' 'P — r <br /> .p a•PU 39278 0, <br /> ii/18/2022 <br /> 1200 6th Avenue MILES SITE RETAINING WALL <br /> Suite 1620 <br /> Seattle,WA98101 RETAINING WALL SSK #1 <br /> Q©Q Q 206.267.2425 TEL <br /> 206.267.2429 FAX DRAWN BY: SZ DATE: 11/17/2022 JOB NO.'. 2210579.20 <br />