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Home My WebLink AboutSWP3102057.4LO LO 0 a 3ARS TO BE SAME _. _SING AS O.F. HORI; WALL CORNER DETAIL TYPICAL CORNER CHAMFER (FOR USE AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON THE DRAWINGS) REINFORCEMENT CONTINUOUS THROUGH JOINT WATERSTOP TYP. ALL VERTICAL CONSTRUCTION JOINTS AND WHERE SPECIFIED ON DETAILS J01NT SEALANT CONSTRUCTION JOINT CONCRETE THRUST BLOCK, 12"0 PIPE EXTRA BI O TYPICAL THRUST BLOCK DETAIL NOT TO SCALE r nornn►.ir~ 1.3Id+d2� + - SAME d1 f� RS —� _ I - BUT NO OPENING \ 'a I ADD L l WALL 1'. 4" ( TYP. ) % "'-PLACE 1.3Id ---�J� TO ARE �� BARS. SIDE. SPACIN SIZE AS EXTRA BARS IT LARGER THAN #8 ;ORNER BAR IF SLAB OR i OVER 12" THICK CLOSE TO OPENING EQUAL A OF THE INTERRUPTED PLACE HALF ON EACH USE MINIMUM CLEAR G. NOTE: THIS STANDARD IS TO BE USED FOR OPENINGS LESS THAN 20% OF THE CLEAR SPAN BUT NOT MORE THAN 6'-0" E.W. OTHERWISE SEE DRAWINGS. REINFORCEMENT ARRANGEMENT AROUND OPENINGS Vv \.t11IL.1\t_ al lv«11 ON DWGS.) D FORMED WEDGE DETAIL (REINFORCEMENT NOT SHOWN) EMBED SCH 80 PVC OR STD WT STL PIPE SLEEVE INTO STRUCTURE. GALV AFTER FABRICATION MODULAR MECHANICAL SEAL PIPE PENETRATING OR CONNECTING TO STRUCTURE— 4-#4 (TYP.) AS RECOMMENDED BY MODULAR MECHANICAL SEAL M FR. SEEP RING i LS a ELEVATION T/z SECTION PIPE SLEEVE W/ MODULAR MECHANICAL SEAL TYPICAL FEXIBLE WALL PENETRATION NOT TO SCALE (PROVIDE FLEXIBLE SEAL AT ALL PIPE CONNECTIONS TO CONCRETE STRUCTURES EXCEPT 42"0 AND 72"0 RCP) not icucn e 10CArninir 3116 1 /4x3 PVC OR STEEL PL SEEP RING WELDED TO SLEEVE IMPORTED BACKFILL, COMPACT IN 12" LAYERS PEA GRAVEL COMPACT IN 6" MAX. LAYERS NOTE: DETAIL WILL SUPPORT AASHTO H-20 LOADING. CONTRACTOR RESPONSIBLE FOR PIPE PROTECTION FROM HEAVIER LOADS DURING CONSTRUCTION. rvI111. 1W11V. TYPICAL SINGLE PIPE BEDDING DETAIL NOT TO SCALE GENERAL NOTES FOR REINFORCEMENT 1. ALL REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318-95, BUILDING QOQE R INF RCEM.EU F�5 OR REJNFOECED CONCRETE, UNLESS OTHERWISE NOTED. 2. CONCRETE PROTECTION FOR REINFORCEMENT, UNLESS OTHERWISE NOTED ON THE DRAWINGS, SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS: BOTTOM OF FOUNDATION AND FOOTINGS = 3" BACKFILLED SURFACES = 3" SURFACES SUBJECT TO SUBMERGENCE = 3" EXTERIOR WALLS, SLABS, BEAMS AND COLUMNS = 2" INTERIOR WALLS, SLABS, BEAMS AND COLUMNS = 1-1/2" 3. 0- INDICATES A BAR WITH A BEND TURNED TOWARDS THE OBSERVER. •---- INDICATES A BAR WITH A BEND TURNED AWAY FROM THE OBSERVER, --""-%--- INDICATES A LAPPED SPLICE IN THE SAME PLANE, NOT A BEND IN THE BAR. 4. DIMENSIONS ARE TO THE CENTERLINES OF BARS UNLESS OTHERWISE SHOWN. 5. REINFORCEMENT PARALLEL TO EMBEDDED ITEMS SHALL MAINTAIN A MINIMUM CLEAR DISTANCE EQUAL TO 1-1/2 TIMES THE MAXIMUM SIZE AGGREGATE. 6. THE FIRST AND LAST BARS IN THE WALLS AND SLABS SHALL BEGIN AND END A DISTANCE EQUAL TO THE CLEARCOVER FROM EACH END OF THE MEMBER. 7. STIRRUPS IN BEAMS AND TIES IN COLUMNS ARE TO START AND END AT A MAXIMUM DISTANCE OF ONE-HALF OF THE ADJACENT BAR SPACING FROM THE FACES OF THE SUPPORTING MEMBERS UNLESS OTHERWISE NOTED. 8, MECHANICAL SPLICES MAY BE USED UPON APPROVAL OF THE ENGINEER. 9. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED. 10. WHERE APPLICABLE SUBSTITUTE Idt OR Idh FOR Id IN ALL REINFORCEMENT DETAILS SHOWN ON THIS DRAWING. 0 = SPACING CENTER TO CENTER A.B. = ANCHOR BOLT A.C.P. = ASPHALT CONCRETE PAVEMENT B.F. = BOTTOM FACE B.O. = BLOCKOUT B.L, = BOTTOM LAYER BOT. = BOTTOM G.B. = CATCH BASIN C.C. = CENTER TO CENTER C.J. = CONSTRUCTION JOINT CLR. = CLEAR C.M.P. = CORRUGATED METAL PIPE C.S. = COUNTERSINK DIET. = DETAIL D.F. = DOUGLAS FIR DIA. (0) = DIAMETER DWG. = DRAWING DWL. = DOWEL EA. = EACH E.F. = EACH FACE EL = ELEVATION (OR ELEV.) EQ. = EQUAL E.L. = EACH LAYER E.W. = EACH WAY E XP, = EXPANSION F.D. = FLOOR DRAIN F, F. = FAR FACE FIN. = FINISHED FNDN. = FOUNDATION GALV. = GALVANIZED GRTG. GRATING HORIZ. = HORIZONTAL H.P. = HIGH POINT H.R. = HANDRAIL I.D. = INSIDE DIAMETER I.F. = INSIDE FACE I.L. = INSIDE LAYER INV. = INVERT LB. (LBS.) = POUND(S) L.P. LOW POINT MAX.. = MAXIMUM MFR. = MANUFACTURER PVC WATERSTOP RECOMMENDED FOR APPROVAL BY B ... MIN. = MINIMUM M.L. = MIDDLE LAYER N.F. = NEAR FACE N.I.C. = NOT IN CONTRACT NG. = NUMBER NOS. = NUMBERS N.T.S. = NOT TO SCALE O.C. = ON CENTER O.D. = OUTSIDE DIAMETER O.F. = OUTSIDE FACE O.L. = OUTSIDE LAYER 0--0 = OUT TO OUT OPNG, OPENING OPP. = OPPOSITE P.C. = POINT OF CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.I. = POINT OF INTERSECTION PL = PLATE P.T. = POINT OF TANGENCY OR PRESSURE TREATED R = RADIUS REF. = REFER OR REFERENCE REINF. = REINFORCEMENT OR REINFORCING REQ'D = REQUIRED R.O. = ROUGH OPENING SIM. = SIMILAR SPA. = SPACE(S) SPECS. = CONTRACT SPECIFICATIONS S.S. = STAINLESS STEEL STD. = STANDARD STL. = STEEL SYM. = SYMMETRY OR SYMMETRICAL T = TANGENT LENGTH T & B = TOP AND BOTTOM T.Q.C. = TOP OF CONCRETE TYP. = TYPICAL U.O.N. = UNLESS OTHERWISE NOTED VERT. = VERTICAL W/ = WITH W/O = WITHOUT WP WORK POINT WS = WATERSTOP NORTHWEST, INC. Engineers and Scientists Bellevue, Washington 2353-130TH AVE NE, SUITE 200 BELLEWE, WASHINGTON 98005 FAX: (206) 883-7555 TEL- (206) 882-2455 GENERAL CONCRETE NOTES 1. BEFORE PLACING CONCRETE, SEE ALL DRAWINGS, INCLUDING MANUFACTURERS' DRAWINGS, FOR ALL EMBEDDED ITEMS WHICH ARE REQUIRED IN THE PLACEMENT, 2. THICKNESSES SHOWN FOR WALLS AND SLABS ADJACENT TO UNDISTURBED SOIL OR ROCK ARE MINIMUM DIMENSIONS. 3. BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN THAT ALL EMBEDDED ITEMS ARE IN POSITION AND SECURELY FASTENED IN PLACE, 4. THE MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE f c=4,000 PSI, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECS.. TYPICAL REINFORCEMENT DEVELOPMENT AND LAP SPLICE LENGTHS (UNLESS OTHERWISE INDICATED ON THE DRAWINGS) f'c = 4,000 PSI fy = 60,000 PSI BAR SIZE DEVELOPMENT LENGTH LAP SPLICE LENGTH TOP BARS OTHER BARS TOP BARS OTHER BARS 3 14 12 18 16 4 19 15 24 19 5 23 18 30 23 6 28 22 36 28 7 33 25 42 33 8 37 29 48 37 ALE N9JES; (1.) ALL TABLE VALUES ARE IN INCHES. (2.) UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BARS ARE TENSION BARS. (3.) TENSION BARS GIVEN IN TABLE ARE FOR BARS SPACED AT LEAST 6 Id O.C. AND CONCRETE COVER IS GREATER THAN db. (4,) FOR OTHER CONDITIONS THE FOLLOWING MULTIPLIER SHALL BE USED: A. TENSION BARS SPACED LESS THAN 6 Id O.C. = 1.25 x TABLE VALUE B. 3—BAR--BUNDLES IN TENSION OR COMPRESSION = 1.50 x TABLE VALUE (5.) FOR OTHER CONDITIONS NOT INDICATED IN TABLE REFER TO ACI 318-89. REINFCDRCING BAR ABBFRE\/IA71<DNS Id = DEVELOPMENT LENGTH Idh = DEVELOPMENT LENGTH FOR HOOKED BARS Idt = DEVELOPMENT LENGTH FOR TOP BARS db = BAR DIAMETER REINFORCING BAR BILLING 8c IDENTIFYING A. TYPICAL BAR BILLING IN PLANS, SECTIONS AND ELEVATIONS: #6 0 6 N.F., I.L. WHERE BAR LENGTH AND NUMBER REQUIRED IS NOT GIVEN, THE CONTRACTOR SHALL DETERMINE SAME FROM BAR SPACING, LOCATION AND DIMENSIONS OF STRUCTURE. B. TYPICAL BAR IDENTIFICATION: 0 12 #8 (TYP.)— C. TYPICAL DETAILED BAR BILLING: 8 #6 0 8 X 4'-6" E,F, SAMPLE BILLING: LOCATION OF END BAR IN #6010 � #6010 BILLING -- — e S DIMENSION "S" (IN INCHES) SHALL ALWAYS BE EQUAL TO THE SPACING OF ADJACENT REINFORCEMENT. r A AS. $LILT NOTES ADDED � DWN1 5-Il'98 N0.REVISION R CITY OF, REN T'Ol DEPARTMENT OF PUIE3LIC WORKS MAPLEWOOD CREEK SEDIMENTATION BASIN RECONSTRUCTION AND IMPROVEMENT PROJECT STANDARD DETAILS AND NOTES DESIGNED. R.S P, HPJ4y DATE: �'-15--96 FILE NAME: SHEET4 DRAWN; C.L.C. HNW � CHECKE:D; D.=.P, HNN( SCALE: AS NOTED FIELD B00k: PAGE: APPROVED: SHEF_T� 4 OF: 10 OtRE:CTOR OF PUBLJC WORKS SCANNED MAY - 9 1999