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HomeMy WebLinkAboutSWP3002042.11N 0 Y L0 0 N �I N Ln N L0 0 10" 499 ISOLATION JOINT SIMILAR TO DETAIL' /� C 5 2 #8 @9" OC #6 @12"OC ° T&B -- ° #5 @12"OC (-H 8 09" QC #5 @12"OC Q #5 @ 12"OC14 ALT HOOKS v a- TOP AND BOTTOM ----7 T&B i 3/16" SS SCUM BAFFLE 0 cV x3/16' x SS (LOOSE) ADJUSTADL_r WEIR SCALE: 3 j / 2 = I '---0 ADD 6" WTSP, WALL CONTROL JOINTS ONLY 50 PERCENT OF REINFORCING CONTINUOUS THRU JOINT, STAGGER LAPS SLAB/WALL CONTROL JOINTS SCALE: 1 1 /`" =1 ' --CI" y 1 —0„ 00 S503 --- 3/16" END PLATE, TYP /---�- 2— 2" D IA SS S C H 40 PIPE @3'—O"OC (ALT W/ SLOTTED HOLES) 3/16"SS WEIR PLATE W/ 1" x7" SLOTTED HOLES 0" MIN -- 6" MAX EL 14.4 3— 3/4" DIA SS BOLTS @3'-0" OC MAX N EL 14.4 r r' 2 1/ i� 4 2 5500 5503 - 3/8" RADIUS TOOLED EDGE AT TOP SLAB ONLY FOR REIN #5 x2'-6" @18"0C #8 @9" OC #5 @ 12" OC EW EF HORIZONT/ W/ STD 9 HOOK, TYF AT WALL INTERSECTIONS REINFORCEMENT NO SCALE POLYPROPYLENE MANHOLE LADDER RUNGS 012"OC MAX LADDER RUNGS DETAIL SCALE: 1 /2" =1 '-0" SUMP, SEE PLAN FOR LOCATION r,vvA �- OR @ 12" OC EW BOTTOM m"rQ "NAM AREA OF BAR`. BAND " B" BAF STEEL REINF CUT BAND "A" `L ADD 1- #5 x STD DIAGONAL AT CORNER FOR LAYER OF REI i SET RUNGS IN DRILLED HOLES W/ EPDXY 6 y 6 5500 S503 STEEL REINF CUT BAND "A" 1-- #5 HOOP EACH LAYER OF REINF FOR OPENINGS 12" OR LARGEF 0 G II — - -_ o a I II t - GEOTEXTILE USED WITH UNSUITABLE FOUNDATION ' EXCAVATION AND BACK.FILL �. UNSUITABLE FOUNDATION EXCAVATION AND BACKFILL. CUT—OFF EXISTING wG LOCATION AND DEPTH TO BE DETERMINED BY 3'--0" BELOW STRUCTURE, TYP ENGINEER. PAID FOR AS BID ITEM 2. SECTION SCALE: 1,'8" DEVELOPMENT LENGTH (TYP) \REA OF BARS =QUAL BAND A" BARS CUT >TEEL REINF ',UT BAND "B" %REA OF BARS =QUAL BAND 'A" BARS CUT DEVELOPMENT LENGTH (TYP) PLAN — APPROX DRAINAGE AREA TRIBUTARY TO WENAULT NO SCALE NOTE: 1. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS UNLESS INDICATED OTHERWISE. 2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES OR INSERTS. 3. PROVIDE ADDITIONAL REINFORCING AT ALL OPENINGS IN WALLS AND ! SLABS 12 INCHES OR LARGER IN ANY DIRECTION. 204200 4. ADDITIONAL REINFORCING MAY BE OMITTED ONLY WHERE OPENING IS FRAMED BY BEAMS. RECORD DRAWINGS CITY OF RENTON OPENING REINFORCING 8 KRAMER, CHIN & V,,'' O DEPARTMENT OF PUBLIC WORKS NO SCALE S500 fih ,_TING E-NGI��EcR�� CON'ili , JNIs+i� WETVAULT DETA11 ." 4-01 PARKING ARiL-'A DESIGNED: DATE: 2/93 FILE NAME: S501 DRAWN: { SCALE: AS SHOWN FIELD BOOK; PAGE: CHECKED: N0. tst APPR. DAl E ^ r ;, , ".' SHE' 4 1 �--,` 1 3 WORKS z 0 6 0 =o'o D II coD', o Z b a � Z. s O T D < D r V1 � 0 m A 0 ►d b �z w 0 - �o O Wz d � �N a r aN 4bwp -30 -2042