WORK PLANS - Laserfiche WebLink

Home Browse Search

A B CA D E F G H REVISION OES£RIPTION BY APP DATE I I i I- 46 MIN. TRIM BAR EACH 510E NOTES RUN SLAB REBAR OF OPENING,EACH CURTAIN. TRIM BARS W,5 WHERE THRU JOINT 2-o-5 X 5'-0" EF 1. REINFORCEMENT IN OTHER 5 I CONSTR. JT, -, DIRECTION IS NOT SHOWN REO'D. n' z €,_4. BUT SHALL BE TREATED IN p SAME MANNER AS BARS SHOWN. L' FIRST SECOND CONSTR. JT. POUR OUR _ _ t rc € 2. FOR ROUND OPENINGS A F. SEE SPECIFICATIONS AS NDTEO SIM€LIAR DETAIL SHALL Z ac AND DRAWINGS FOR ON PIANS q3 BE USED EXCEPT THAT THE Ila o SUBGRADE PREPARATION HAIRPIN DIAMETER OF THE ROUND MAX. L 11 OPENING SHALL REPLACE W. N VI EXTRA BARS EQUIVALENT PLAN WET STRUCTURE I WATERSTOP AT WALL/SLABTO BARS CUT AT OPN'G. 3, THIS DETAIL SHALL MID DEPTH. INSTALL PER COvER SEE ONE--HALF EA. SIDE ALSO APPLY TO WALLS MANUF.SPECIFICATIONS. CONIC NOTES OF OPENING' BELOW WATER OR FINISH GRADE. SLAB ON GRADE CONSTRUCTION JOINT WATERSTOP JOINT (W.S. ) DETA I Lg SLAB OPENING bUoDETA I L 10 TYPE "B" SPLICE FOR "• NO SCALE Iu.v`'lossiss,of I joNO SCALE S3 TEMPERATURE BARS. DE TA I L EXTE RD MAIN BARS INTO NO SCALE S3 SUPPORT TDP OF WALL TOP OF WALL aq u TYPE 'C" 1^' TYPE "B" SPLICE N SPLICE TYPICAL - HOOK ENDS STEP FOOTING WHERE PIPE IS MORE ALL PIPES TO CLEAR SLEEVES TYPICAL OF BARS 714AN 2'-6" BELOW BOTTOM OF FOOTING BY I/2" ALL AROUND. CAULK WHERE REO'D. WITH PLASTIC MATERIAL. TYPICAL TRIM BAR SAME I SLEEVE AS ADJACENT WALL ISD NO PIPE ALLOWED TO BE a= OVER 10" fC REtNF. OR N15, EACH �2- _ 7-7 PLACED IN THIS AREA. w CURTAIN. WHHEVER O, IF PIPE €5 IN o iS GREATER. z PIPE PLACE PRIOR TO TYPICAL 1 POURING CONCRETE, v HAP PIPE WITH 3 NOTES _ _ - - 2 I' A55 WOOL 1'-4" INSUL N x O 1 BEFORE PD G 1. WALL WITH OPENINGS BELOW i "6" CO CRE"' LI FINISH GRADE OR BELOW WATER MIN. OF SLEEVE. 9" MIN. SURFACE SHALL BE REINFORCED(-11 z 2 - nS X 5'-0' AS FOR SLAB OPENINGS, SEE II EF. ipMlT AT CMUt IN 5 3 PLACEDCONCRETE FILL TO BEFORE FOOTING HAIRPIN 2, AT WALL CORNERS AND INTERSECTIONS IS POURED. PLACE w MIN." OPENINGS IN CONE. WALLS BEND BARS AS IN SAME WIDTH AS NO DIGGING FOR PIPE DETAIL FOOTING AND FULL P I PES AT FOOTINGS AND STEMWALLS TRENCH PARALLEL TO DETA I L 12 � WIDTH OF PIPE FOOTING BELOW THESE TREN£H. DETA I L 13 LINES NO SCALE $3 SZ . ..o NO SCALE $3 r TOP OF FORM TO BE '^ 2 GJ LEVEL WITH 3/4" ❑ W $ WHERE CONTIN. BEVELED STRIP 1/2' *;•� REOU€RED 30'-0" MAX. 30'-0" MAX. :• TEMPORARY OPENING FOR "Y" TOOL RUN SLAB REINF. �-'t- CLEANING AND INSPECTION Iib' X €" CONT. 04 % 3'-0' AT 48' C.C. ?' ALL JOINTS WHERE MESH IS USED, ro MASON, E STRIP r 7HRU JOINT OTHERWISE RUN SLAB REB0.R THHU JOINT. �—q5 T&B CONT. �;�' CONTIN. STRIP [2 TOT Lf -}-- ,;x, 4' GROUT-1 i...a i -� 3/4 'id BOLTSPH�� EXTERIOR A,1. AT 20" C.C. MAX. +:i. DO NOT OVERLAP FORMS " THIS DRAWING IS REDUCED SURFACE >- MORE THAN I" SEE SPECIFICATIO€JS TO HALF SIZE `� �� AND DRAWINGS FOR SUBGRADE PREPARATION r o o CONTROL JOINT CONSTRUCTION JOINT 1 yam' ,RST STAGE SECOND STAGE °� DRY STRUCTURE 04 AT 12" O.0 �; 7 h WT.T H.7U>df .,i 1 - oeusa �= HORIZONTAL CONSTRUCTION JOINTS E.W. TYP U.N.O.. DE TAILSLAB ON GRADE JOINTS K. 1a DETAIL 15 DETAIL ES13ci./yaa/sbutt NG SCALE S3 " °' "'mHP SCALE 4ktaaocr.t". ,fZy y�r(�1 Structure€ EnRln"m Incorporated Suite 200 2500 Yenture 6.F. rear Se-mwnto.C..VM" Bis/020-2020 SCua DATE oE,H1!® STH BUBMrrrm NQNE AucUST 1994 ® DEWANTE AND STOWELL FLAG CITY DRAWING 111MEt SLEET Ntl1ABER DRAWN LEL RECO€tM OVE6 FILE CWCKID R APPROVED CONSULTTNO ORWIEE TS SAN JOAOUEN CO., CALIFORNIA WR TYPICAL DETAILS II 93423 SAC11"EM0, CATNiDAKA WASTEWATER TREATMENT FACILITIES S3 24,04 44