Laserfiche WebLink
Utility fly t Note <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH <br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE <br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. <br />THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING <br />ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY <br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE <br />PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. <br />RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />4" TEMPORARY SHOTCRETE WALL <br />REINF. W.W.F. SPLICE TWO <br />LONGITUDINAL WIRES 6" <br />MINIMUM <br />�j 16" MINIMUM GEOCOMPOSITE DRAIN <br />VERT. BEARING BARS (2) #4 J STRIP LAP (SHINGLE METHOD) <br />GRADE 60 DEFORMED STEEL RE: 15 & 19/SN4.0 <br />BARS 4'-0" AT 6" O.C. BEHIND <br />PLATE AND AT CL OF SHOTCRETE <br />WHALER BARS, (2) #4 GRADE 60 DEFORMED <br />STEEL BARS AT 6" O.C. AND AT CL OF <br />NAIL PER SCHEDULE I� - SHOTCRETE. CONT. HORIZ. BETWEEN NAILS <br />EXTEND 12" MIN. FROM SOIL FACE (SPLICE A MINIMUM OF 2'-6" WHERE <br />NECESSARY) <br />CENTRALIZER AT MAXIMUM OF 10'-0" O.C. AND <br />RE: SCHEDULE C �a SHOTCRETE WITHIN 1'-6" FROM TOP AND BOTTOM OF DRILL <br />NAIL ELEVATION HOLE ((2) CENTRALIZERS MINIMUM PER NAIL) <br />DECLINATION ANGLE <br />BEVELED WASHER NUT <br />OR HEX NUT WITH STEEL I RE: SCHEDULE <br />SPHERICAL SEAT / -- <br />PER SCHEDULE STEEL 'J 1 <br />PLATE WITH OVERSIZED <br />HOLE RE:20/SN4.0 — GROUT <br />SHOTCRETE REINF. PLACED — GEOCOMPOSITE DRAIN <br />AT CL OF SHOTCRETE STRIP RE: 12lSN4.0 — — <br />W.W.F.6X6/W2.9XW2.9 <br />6" DIA. GROUTED NAIL <br />CONNECTION PIPE TO PERIMETER RE: SCHEDULE, TYPICAL <br />DRAIN (BY OTHERS) RE: 19/SN4.0 \ 2% MIN. _ <br />DRAIN GRATE SUPPLIED BY DRAIN <br />STRIP MANUFACTURER RE: 14/SN4.0 <br />\ BOTTOM OF TEMPORARY WALL <br />FIELD VERIFY BUILDING <br />4„ DRAIN BOARD THICKNESS <br />MARCH. <br />"T <br />I _ a <br />j CONTINUOUS DRAIN BOARD <br />RE: ARCH. <br />� o <br />DRAIN BOARD <br />RE: 15/SN4.0 <br />CONCRETE WALL <br />RE: BUILDING STRUCTURAL <br />da "- <br />S.O <br />G. <br />o- RE: <br />PLAN <br />GEOTEX <br />SEAL CUT IN JOIN <br />W! PER MFR. <br />REQUIREMENTS <br />SCALE: 3/4" = 1'-0" <br />DETAILDRAIN GRATE <br />CUT OPENINGS IN THE PLASTIC <br />BACKING OF BOTH HORIZONTAL AND <br />VERTICAL DRAINAGE STRIPS TO ALLOW <br />FLOW TO WEEP HOLE — <br />144 RAN 110001 <br />. <br />OPOSITE DRAIN <br />NNECTOR PIPE <br />SHOTCRETE FACING <br />RE: PLAN <br />WEEP HOLE 1" DIA. MIN. <br />RE: 15/SN4 FOR SPACING <br />REINF. <br />RE: PLAN <br />RE: ELEV. T_4" WIDE GEOCOMPOSITE <br />/ DRAIN STRIPS TYPICAL <br />I <br />I <br />I <br />77 <br />\ <br />S011 <br />u <br />� <br />C <br />I <br />I <br />I <br />I <br />I <br />I <br />RE: <br />ELE <br />TYP <br />711v <br />I <br />I <br />I <br />I <br />I <br />z <br />1'4' WIDE HORIZ. DRAIN STRIP ALONG <br />BOTTOM TO CONNECT DRAIN TO GRATE. <br />SCALE: 3/4" = T-0" RE: 19/SN4.0 <br />IL""';AL D"RAIN STRIP DETAIL <br />BAR BEARING HOLE SIZE <br />SIZE PLATE <br />0 <br />#8 6X6X5/8 1 1/4" DIA. <br />. NAIL <br />'LAN & <br />/ATIONS <br />CAL <br />#9 8X8X3/4 1 7/16" DIA. BEARING PLATE <br />RE: SCHEDULE FOR SIZE <br />®_ T - ® _ <br />l <br />TYPIC"'AL TEMPORARY IL HEAD DETAIL and WALL <br />SCALE: 3/4" = T-0" SCALE: 3/4" = 14" SCALE: 3/4" = 14" SCALE: 3/4" = 14" <br />F16 S Eu"" T 10 N 1 TyrICAL SECTION1 ® I L WEEP HOLE DETAIL[20] <br />©CLARKIBARNES <br />L. <br />a) <br />C) <br />00 <br />0 <br />0 <br />a <br />LL1 <br />I <br />®ATE: 10-20-2020 <br />JOB NO. 19-48 <br />PERMIT NO. B2006-044 <br />REVISIONS: <br />DATE DESCRIPTION <br />C Sep Update for <br />2019 Internal Origin <br />Point <br />i <br />SHEET NO: <br />REVIEWEDCITY OF EVERE-T <br />FOR ,..RMlT <br />ISN4.0 <br />