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CLEANOUT DETAILS6SCALE: NOT TO SCALE <br />THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS <br />INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF <br />EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY <br />NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR <br />DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA <br />ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2020. <br />DSA APPLICATION NO: <br />SHEET TITLE: <br />NUMBER: <br />PROJECT NO: <br />DATE ISSUED: <br />REVISIONS: <br />SHEET <br />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 <br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM <br />SCALE: <br />OW <br />N <br />E <br />R <br />: <br /> <br />C <br />I <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br /> <br />D <br />E <br />L <br />H <br />I <br /> <br />C <br />O <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br /> <br /> <br /> <br />R <br />E <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />5 <br />0 <br />5 <br /> <br />E <br />A <br />S <br />T <br /> <br />C <br />E <br />N <br />T <br />R <br />A <br />L <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />DESCRIPTION DATE <br />S T R U C T U R A L <br />E N G I N E E R S I N C <br />Quality <br />Service <br />Commitment <br />C I V I L <br />V C A <br />MBE DBE SBE <br />C-4.0 <br />MISCELLANEOUS <br />DETAILS <br />NOT TO SCALE <br />JOINT DETAIL PAVEMENT JOINT DETAIL2NOT TO SCALE3NOT TO SCALE1CONCRETE PAVEMENT DETAIL <br />1.PAVING FINISH SURFACE. <br />2.SAWCUT. <br />3.1/8" R. @ EDGES. TYP. <br />4.PREMOLDED E.J. FILLER. <br />5.JOINT SEALANT. COLOR TO BE SELECTED BY ARCHITECT. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. <br />6.BACKER ROD. <br />7.18" #4 REBAR W/ 'SPEED DOWEL' @ 36" O.C., CENTER IN CONC. AT COLD JOINTS & E.J.'S. <br />8.CONTROL JOINTS 20 O.C MAX.COORDINATE WITH LANDSCAPE DRAWING FOR JOINT LOCATIONS. <br />9.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF CONTROL JOINT AND EXPANSION JOINT LAYOUT. <br />A: SAWCUT JOINT <br />1/8" <br />DE <br />P <br />T <br />H <br /> <br />= <br />1/ <br />3 <br /> <br />S <br />L <br />A <br />B <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />D: EXPANSION JOINT <br />12" <br />MAX <br />C: COLD JOINTB: TOOLED JOINT <br />1/8" <br />DE <br />P <br />T <br />H <br /> <br />= <br />1/ <br />3 <br /> <br />S <br />L <br />A <br />B <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />1/8" <br />1- <br />1 <br />/ <br />2 <br />" <br />LEGENDS: <br />E: SAWCUT/EXPANSION COMBO <br />1 2 1 3 1 7 3 <br />1 7 2 <br />4 <br />5 <br />1 7 <br />6 <br />4 <br />3 <br />JOIN <br />EXIST BASENEW BASE <br />EXIST BASENEW BASE <br />NEW BASE <br />COURSE <br />1'-0"REMOVE EXISTING AC AND <br />REPLACE WITH NEW AC <br />PAVEMENT <br />EXISTING <br />BASE COURSE <br />EDGE NEATLY SAWCUT <br />PROVIDE 1 <br />2" EJ <br />EDGE NEATLY SAWCUTTACK COAT <br />FULL DEPTH <br />12" <br /><12" <br />a <br />8" <br />12"12" <br />9-1/2" <br />cb* <br />* IF LOWER SURFACE ADJACENT TO CURB IS PAVEMENT, <br />"b" SHOULD BE THE MAXIMUM OF: <br />a. THE VALUE SHOWN ON THE TABLE, OR; <br />b. PAVEMENT THICKNESS PLUS 1". <br />1.PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES AT 20' O.C. MAX. <br />2.WHERE A WALK IS ADJACENT TO THE CURB, THE JOINTS SHALL LINE WITH JOINTS IN THE WALK. <br />3.CONCRETE, f'c=3,000 psi @ 28 DAYS. REBARS, fy=60,000 psi ASTM A615. <br />NOTES: <br />PAVEMENT OR LANDSCAPE <br />WHERE OCCURS <br />LANDSCAPE OR <br />HARDSCAPE <br />a <br />b* <br />3:12 BATTER <br />TC ELEVATION PER PLAN <br />FS ELEVATION PER PLAN <br />R=1 <br />2" TYP. <br />6" <br />SUBGRADE, SCARIFY AND <br />RECOMPACT TO AT LEAST <br />TOP 6" TO 90% RELATIVE <br />COMPACTION <br />NOT TO SCALE4CONCRETE CURB DETAIL <br />NOTES: <br />TABLE <br />THICKENED EDGE <br />24"X24" CATCH BASIN DETAIL7SCALE: NOT TO SCALE <br />DIAMETER OF RISER <br />SHALL BE THE SAME <br />AS MAIN PIPE <br />DIAMETER <br />CONCRETE BASE <br />AND WALL <br />SUPPORT FOR <br />TRAFFIC <br />CONDITION <br />FO <br />R <br /> <br />N <br />O <br />N <br />T <br />R <br />A <br />F <br />F <br />I <br />C <br /> <br />A <br />R <br />E <br />A <br />S <br /> <br />C <br />O <br />N <br />T <br />R <br />A <br />C <br />T <br />O <br />R <br /> <br />M <br />A <br />Y <br />RE <br />C <br />O <br />M <br />P <br />A <br />C <br />T <br /> <br />C <br />L <br />E <br />A <br />N <br />- <br />O <br />U <br />T <br />E <br />X <br />C <br />A <br />V <br />A <br />T <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />9 <br />0 <br />% <br />RE <br />L <br />A <br />T <br />I <br />V <br />E <br /> <br />C <br />O <br />M <br />P <br />A <br />C <br />T <br />I <br />O <br />N <br /> <br />W <br />I <br />T <br />H <br /> <br />8 <br />" <br /> <br />G <br />R <br />A <br />N <br />U <br />L <br />A <br />R <br />MA <br />T <br />E <br />R <br />I <br />A <br />L <br /> <br />I <br />N <br /> <br />L <br />I <br />E <br />U <br /> <br />O <br />F <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />B <br />A <br />S <br />E <br /> <br />A <br />N <br />D <br />PI <br />P <br />E <br /> <br />S <br />U <br />P <br />P <br />O <br />T <br />13 <br />" <br />MI <br />N <br />. <br />4" <br />MI <br />N <br />. <br />MAIN <br />1/8" BEND <br />WYE <br />UNDISTURBED EARTH <br />INSTALL CAP & SEAL <br />IF TERMINAL <br />CLEANOUT INSTALL <br />PIPE IF IN-LINE <br />CLEANOUT <br />INVERT ELEV. <br />PER PLAN <br />2" <br />MI <br />N <br />. <br />SECTION A-A <br />4" <br />MI <br />N <br />. <br />2" <br />MI <br />N <br />. <br />B <br />OPTIONAL <br />CONSTRUCTION <br />JOINT <br />ACCES CAP 11Ø x <br />1/2" THICK FOR 8" <br />AND 9-1/2"Ø x 1/2" <br />THICK FOR 6" <br />WITH 3/4"Ø <br />FINGER HOLE IN <br />CENTER <br />TOP OF CLEAN-OUT <br />ELEV. PER PLAN12" <br />MIN. <br />12" <br />MIN. <br />4" <br />± <br />FS <br />6" <br />MI <br />N <br />. <br />PLAN <br />CONC. COLLAR <br />MAY BE SQUARE <br />OR CIRCULAR <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />12 <br />" <br />MI <br />N <br />. <br />12 <br />" <br />MI <br />N <br />. <br />A <br />FRAME COVER <br />A <br />18" MIN. <br />SECTION B-B <br />9" <br />MIN <br />9" <br />MIN <br />CONCRETE BASE <br />AND WALL SUPPORT <br />FOR TRAFFIC LOAD <br />CONDITIONS <br />MI <br />N <br />. <br />13 <br />" <br />26 <br />" <br />13 <br />" <br />CLEANOUT FRAME <br />AND COVER PER <br />ZURN MODEL <br />Z1402-HD OR <br />APPROVED EQUAL <br />FOR 6'' RISER OR 8'' <br />RISER. <br />PIPE <br />6"12"6" <br />6" <br />SECTION <br />1-1/2" <br />#4 @ 12" OC <br />BOTHWAYS <br />(TYP.) <br />3-#4 @ EACH SIDE <br />OF OPENING <br />TRAFFIC LOAD CAST <br />IRON GRATE OPENING <br />COVER & FRAME WITH <br />1/2" SLOT OPENINGS <br />FLOW <br />VA <br />R <br />I <br />A <br />B <br />L <br />E <br />MA <br />X <br />= <br />7 <br />. <br />0 <br />' <br />2" <br />8" <br />8" <br />8" <br />MI <br />N <br />2"2" <br />6" <br />6" <br />6"12"6" <br />2% MAX IN <br />POT (TYP) <br />TYPICAL <br />OVERLAP <br />PROVIDE 1/2"EXP. JOINT <br />WITH BITUMINOUS FILLER <br />WHEN ADJ. TO RIGID <br />PAVEMENT/STRUCTURE <br />(TYP.) <br />24" <br />PLAN <br />PIPE <br />WHERE <br />OCCURS <br />6" <br />12 <br />" <br />6" <br />8"8"8" <br />1/2" C.I. INLET <br />OPENING <br />12"6"6" <br />MAX 1/2" SLOT <br />OPENINGS <br />FLOW LINE <br />FL <br />O <br />W <br />1.USE 3/4" DIA. PIPE BAR SPACERS ASSEMBLED ON (2) 1/2" DIA. RODS WITH THREADS AND NUTS AT BOTH ENDS. <br />2.ALL METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION AND WELDING, AND BEFORE ASSEMBLING. <br />3.FRAME AND GRATE SHALL BE SIMILAR TO EISEL ENTERPRISES INC. ALHAMBRA FOUNDRY CO. LTD. SERIES MODEL NO. <br />A-2012 OR BROOKS PRODUCTS, INC. OR APPROVED EQUAL. GRATES MUST COMPLY WITH ALL ADA REQUIREMENTS. <br />4.GRATES SHALL BE OF VANDAL-RESISTANT CONSTRUCTION. <br />5.FRAME AND GRATE SHALL BE TRAFFIC-RATED WHEN INSTALLED IN VEHICLE, PARKING AREAS. <br />6.GRATE MUST COMPLY WITH ADA REQUIREMENTS AND HEEL PROOF. <br />7.PROVIDE 1/2" MAX GRID/OPENINGS IN GRATING IN THE DIRECTION OF TRAFFIC FLOW. <br />8.REBAR, FY = 60,000 PSI, ASTM A615, GRADE 60. <br />9.CONCRETE, FC* = 3000 PSI @ 28 DAYS PER SSPWC. <br />10.THE CONTRACTOR SHALL BE ABLE TO INSTALL AN APPROVED EQUAL PREFABRICATED CATCH BASIN. <br />11.CATCH BASIN DETAILS ARE USUALLY PER BROOKS BOX OR SPECIFIED EQUAL. <br />NOTE: <br />IN PAVED AREAS, REPLACE <br />SURFACING 1" GREATER THAN <br />EXISTING IN KIND <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />D <br />E <br />P <br />T <br />H <br />SE <br />E <br /> <br />S <br />P <br />E <br />C <br />S <br />. <br />BE <br />D <br />D <br />I <br />N <br />G <br /> <br />O <br />R <br />DU <br />C <br />T <br />B <br />A <br />N <br />K <br />H <br />(N) SURFACING <br />1" <br />FINISH GRADE <br />H/ <br />2 <br />MI <br />N <br />. <br />WALLED TRENCH WIDTH <br />NARROW UNSUPPORTED VERTICAL <br />UNPAVED <br />**CEMENT-SAND SLURRY <br />THRUST BLOCK <br />12 <br />" <br />6" <br />SECTION <br />PAVED <br />SECTION <br />PIPE ZONE: <br />CONSOLIDATED WET FILL COARSE SAND <br />HAVING A SAND EQUIVALENT VALUE <br />GREATER THAN 30 OR APPROVED <br />SELECT NATIVE MATERIALS PER <br />SPECIFICATIONS 95% RELATIVE <br />COMPACTION <br />NARROW TRENCH <br />WIDTH <br />** CEMENT-SAND SLURRY = MIN. 2-SACK MIX <br />HAVING A SLUMP NO GREATER THAN 5 INCHES <br />BACKFILL WITH NATIVE OR <br />IMPORTED MATERIAL PER <br />SPECIFICATIONS; 95% <br />RELATIVE COMPACTION <br />OF AT LEAST UPPER 12 <br />INCHES OF BACKFILL <br />NOMINAL PIPE <br />DIAMETER <br />(INCHES) <br />NARROW <br />TRENCH WIDTH <br />MIN. (INCHES) <br />6 18 <br />(E) SURFACING <br />PIPELINE 12" <br />MIN. <br />12" <br />MIN. <br />1.PAVEMENT FINISH SURFACE SHALL BE A SMOOTH CONTINUATION OF ADJOINING <br />PAVED SURFACE. <br />2.PIPELINE BEDDING MATERIAL, TRENCH BACKFILL MATERIAL, AND COMPACTION SHALL <br />COMPLY WITH THE SOIL REPORT. <br />3.TRENCH BACKFILL SHALL CONSIST OF EXCAVATED ON-SITE SOILS FREE OF OVERSIZE <br />PARTICLES (LARGER THAN 1 IN. IN MAXIMUM DIMENSION IN THE UPPER 12 IN. OF <br />SUBGRADE SOILS AND LARGER THAN 3 INCHES IN THE LARGEST DIMENSION IN THE <br />TRENCH BACKFILL BELOW). IMPORTED BACKFILL SHALL BE APPROVED BY PROJECT <br />GEOTECHNICAL CONSULTANT PRIOR TO DELIVERY AT THE SITE. NO MORE THAN 30% <br />OF BACKFILL VOLUME SHOULD BE LARGER THAN 3/4" IN THE LARGEST DIMENSION. <br />4.TRENCH BACKFILL SHALL BE COMPACTED TO 90% OF THE LABORATORY MAXIMUM DRY <br />DENSITY. AT LEAST UPPER 12" OF TRENCH UNDERLYING PAVEMENTS SHOULD HAVE <br />95% RELATIVE COMPACTION. <br />5.PIPELINE BEDDING MAY BE LEAN CONCRETE CONSISTING OF TWO SACKS OF <br />PORTLAND CEMENT PER CUBIC YARD OF SLURRY IN LEIU OF SAND AS LONG AS <br />SLURRY IS VIBRATED IN PLACE. <br />6.MINIMUM COVERAGE OF UTILITIES IS 36-INCHES. IF THIS CANNOT BE ATTAINED, CAP <br />WITH 1-SACK CONCRETE SLURRY. IN PAVING AREAS, BACKFILL TRENCHES WITH <br />SLURRY UP TO BOTTOM OF PAVING. IN LANDSCAPE AREAS, SLURRY IS ALLOWED UP <br />TO TWO-FEET BELOW GRADE. <br />7.PROVIDE METALLIC WARNING TAPE 12-INCHES BELOW GRADE ABOVE UTILITIES. <br />NOTES: <br />TRENCH SECTION5SCALE: NOT TO SCALE <br />505 E Central Ave <br />#B11/6/2024