The items should be bid according to the plans and specifications available online. else disableNativeSpellChecker: false, }); callbacks: %PDF-1.6 %���� minHeight: 300, } { }); }*/ "https://secure" : "http://edge") + ".quantserve.com/quant.js"; }else{ All the specifiers have their CCS certification (would that be a CSP under the CSC in Canada?) 0.000000 linkShowTargetTab: false, No additional compensation will be paid for delay in obtaining these items. $("#featured_comments_section .comment_user_" + result.data.user_id).remove(); { var reply_container = $(".arc_reply_comment_box").parents(".ReplyComments"); $.ajax( allowedContent: 'p br b i ol ul li strong em center; a[*](*); img[*]; iframe[*]', Shop Drawing Procedures January 9, 2017 Attached are instructions and updated submittal and distribution flowcharts for state projects requiring fabrication shop drawing review by either a Consultant or the Bureau of Bridges and Structures (BBS). // if so, ad the fixed class He scaled the concrete sleeve drawings measuring from the face of a counter-top... and not a grid line. POLYETHYLENE, UNIT DUCT, 600V, 2-1C NO.10, 1/C NO.10 GROUND, (XLP-TYPE USE), 3/4" DIA. callbacks: var textarea = this; } if (!$(referrer).hasClass('BottomReply')) } }); if (result.status == 'success') "figcaption": { }, var _qevents = _qevents || []; args: ['blockquote', 'class', 'pullquote-left', 'toggle'] } }); $(document).on('submit', 'form.arc_ajax_comment', function(e) else specs say to provide an expensive soap dispenser and the plans schedule list a cheap soap dispenser but an addendum comes out that changes the whole schedule except for that one soap dispenser, are you expecting us to follow the new schedule provided in the addendum or what is specified? M.H., TENON MOUNT (SPECIAL), REMOVAL OF UNDERPASS LIGHTING UNIT, NO SALVAGE, FULL-ACTUATED CONTROLLER AND TYPE IV CABINET, SPECIAL, FIBER OPTIC ETHERNET DROP AND REPEAT SWITCH, TEMPORARY TRAFFIC SIGNAL INSTALLATION (SPECIAL), STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 12", STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 15", STORM SEWERS, TYPE 3, WATER MAIN QUALITY PIPE, 27". $(touch + ">.Top>.Right>.CommentModerate>ul>li>.FeaturingAction").html(co.feature.text).attr("rel", 30).attr("original-title", co.feature.title); Seems like a Canada vs. NS-exactly. }, //forcePasteAsPlainText: true, function arc_editor_basic(el) 24791.044783 Item 01X-68B46 is FOR-BID on the April 26, 2019 Letting. extra_params = false; 14 7C, ELECTRIC CABLE IN CONDUIT, SIGNAL NO. minHeight: 200, setTimeout(detectOverlapping, 200); { { imageUpload: '/redactor/upload', $("#featured_comments_section #arc_featured_comment_" + data.id + " .arc_reply_comment").remove(); imageUpload: '/redactor/upload', { pasteBlockTags: ['ul', 'ol', 'li', 'p'], }, 05-27-1998 T-WZ-18 CLOSURE DETAIL FOR FREEWAYS AND DIVIDED HIGHWAYS NOT TO SCALE 1 2-M A Y-2 0 2 0 0 8: 0 4 C: \ U s e r s \ J J 0 9 0 5 5 \ D o c u m e n t s \ D e s i g n \ S t a n d a r d D r a w i n g s \ n e w n e w \ T W Z 1 8-2 0 1 9 0 6 2 8. d g n SHOULDER DEPARTMENT OF TRANSPORTATION STATE OF TENNESSEE 0.001667 $.each(data.counts, function(key, value) // removePlugins: 'elementspath,scayt,menubutton,contextmenu', $('.TooltipUser').tipsy({gravity: 'w', html: true, offset: 10, delayOut: 500}); CONCRETE FOUNDATION, TYPE E 36-INCH DIAMETER, CONCRETE FOUNDATION, TYPE E 42-INCH DIAMETER, SIGNAL HEAD, LED, 1-FACE, 3-SECTION, MAST-ARM MOUNTED, SIGNAL HEAD, LED, 1-FACE, 3-SECTION, BRACKET MOUNTED, SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 1-SECTION, MAST-ARM MOUNTED, SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 1-SECTION, BRACKET MOUNTED, SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 3-SECTION, BRACKET MOUNTED, SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 3-SECTION, MAST ARM MOUNTED, SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 4-SECTION, BRACKET MOUNTED, SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 5-SECTION, BRACKET MOUNTED, PEDESTRIAN SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, BRACKET MOUNTED WITH COUNT DOWN TIMER, PEDESTRIAN SIGNAL HEAD, POLYCARBONATE, LED, 2-FACE, BRACKET MOUNTED WITH COUNT DOWN TIMER, TRAFFIC SIGNAL BACKPLATE, RETROREFLECTIVE, TREE, GINKGO BILOBA AUTUMN GOLD (AUTUMN GOLD GINKGO), 2" CALIPER, BALLED AND BURLAPPED, SHRUB, RHUS AROMATICA GRO-LOW (GRO-LOW FRAGRANT SUMAC), 18" WIDTH, BALLED AND BURLAPPED, REMOVE TEMPORARY CONCRETE BARRIER, STATE OWNED, PROPOSED STORM SEWER CONNECTION TO EXISTING STORM SEWER, PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE, CIRCUIT BREAKER, 1-POLE, 20 AMP, 120V IN EXISTING TSC CABINET, CLOSED CIRCUIT TELEVISION DOME CAMERA (MATERIAL ONLY), REPLACEMENT OF SENSORS FOR ROADWAY WEATHER INFORMATION SYSTEM, CLOSED CIRCUIT TELEVISION DOME CAMERA, IP BASED (MATERIAL ONLY), TEMPORARY CONNECTION TO EXISTING STORM SEWER, PAVEMENT MARKING REMOVAL - WATER BLASTING, MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES, FIBER OPTIC CABLE IN CONDUIT, 24 FIBERS, SINGLE MODE, CIRCUIT BREAKER IN STREET LIGHT CONTROLLER, LUMINAIRE, LED, HORIZONTAL MOUNT, LOW WATTAGE, LUMINAIRE, LED, HORIZONTAL MOUNT, HIGH WATTAGE, LUMINAIRE, LED, HORIZONTAL MOUNT, MEDIUM WATTAGE, CLOSED CIRCUIT TELEVISION DOME CAMERA, HD, LUMINAIRE, LED, HORIZONTAL MOUNT, VERY LOW WATTAGE, RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (COMPLETE), PORTLAND CEMENT CONCRETE PAVEMENT 6", SPECIAL, PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH, SPECIAL, PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH, SPECIAL, FURNISHING AND ERECTING STRUCTURAL STEEL, SPECIAL, HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 150K, HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 550K, HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 600K, HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 650K, HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 700K, HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 4650K, HIGH LOAD MULTI-ROTATIONAL BEARINGS, FIXED - 4650K, MANHOLES, TYPE A, 6'-DIAMETER, WITH TYPE 3 FRAME AND GRATE, TYPE 1 FRAME, CLOSED LID, RESTRICTOR PLATE, INLETS TO BE ADJUSTED WITH NEW FRAME AND GRATE (SPECIAL), ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL), TRAFFIC CONTROL AND PROTECTION, (SPECIAL), GROOVING FOR RECESSED PAVEMENT MARKING 9", CONDUIT ATTACHED TO STRUCTURE, 1" DIA., STAINLESS STEEL, CONDUIT, FLEXIBLE NON-METALLIC, WEATHERPROOF, 1.0" DIAMETER, LIGHT POLE, ALUMINUM, 18 FT. // removePlugins: 'elementspath,scayt,menubutton,contextmenu', }); $(parent).find('.rating-count[rel=' + key + ']').html(value).show(); endstream endobj 19 0 obj <>stream else if ($(action_referer).hasClass('arc_ban_user')) $('head').append( link ); 0 disableNativeSpellChecker: false, POLYETHYLENE, ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. $.ajax( Reinforcing SteelLarge Inventory- #3-#14 StockedEstimating-Shop Drawings-Fabrication-DeliveryGrade 40-Grade 60-A706-Plain and EpoxyMMFX Grade 100Rebar Safety CapsWire MeshSheet Mesh-Roll Mesh-Epoxy MeshPencil RodsAnchor Bolts- Regular and GalvanizedADA Truncated Domes2x3, 2x4 and 2x5 SizesReplaceable (w/ Metal Feet) and Cast in PlaceBar SupportsLarge Inventory in StockPlain, Epoxy … The Contractor should bid this accordingly. modal_data = co['show']; "subheading": { }); var selector = $(".All-Comments-Header").length > 0 ? title: 'Quote Left', toolbarCanCollapse: false } It is to write an RFI asking for clarification. $(this).find('.fas').removeClass('fas').addClass('fal'); { else if(status == 'block') { } } "chat-question": { var comment_modal = $("#comment_modal").clone(); 80 0 obj << /Linearized 1 /O 84 /H [ 1173 406 ] /L 200872 /E 47718 /N 9 /T 199154 >> endobj xref 80 19 0000000016 00000 n imageUpload: function(image, json) Let's take this one part at a time to analyze the issues. }); plugins: ['source', 'imagemanager'], title: 'Chat Answer', Put what is supposed to be in the specs in the specs, and put what is supposed to be in the drawings in the drawings and you'll never have this issue. 0.000000 } $("#arc_comment_" + data.id).removeClass("HiddenComment"); return false; -1200000020.000013 Why did the architect have all the toilet accessories in the specs only to schedule them again on the drawings? removePlugins: 'liststyle,tabletools,contextmenu', if(e.isDefaultPrevented()) My response was simple, oh, I see what you did, instead of changing the drawing, you guys just erased the dimensions, and wrote the new dimension in there. i do not think most people understand what an architect does mentally, but we have to approach each project with its own set of rules and laws, its like writing a government constitution for every project and then debating the 2nd amendment as needed for the action towards completion.. if this post is by a GC they are looking for an out, a method of a Change Order, etc.......as you can tell I am a wee bit cynical as I let people lie to me, I rarely call anyone out until the documentation does it for me. 33000.000009 { //forcePasteAsPlainText: true, { A voluntary pre-bid meeting will be held on Wednesday, April 03, 2019 at 10:00 AM in the IDOT District 4 Headquarters - Becker Building at 401 North Main Street, Peoria, IL 61602. $(document).on('click', '.StatsTrigger', function(e){ point of this whole thing is this, strangely enough, as architects have different ways of communicating documentation, contractors also have different ways, and it extends to regionally accepted conventions too. }); I had a sub call me the other day, not how I'd prefer, given that this is a Uni project, and the GC has an onerous method of communication, but I digress. success: function(data, status, xhr) var height = lineHeight * (lineCount + 1); if(suffix != '_ios') 23622.047244 imageUploadFields: extra_params, Contractors and suppliers who downloaded plans and special provisions for this item in connection with the previous advertisement should again download the complete set to ensure that revised and/or added material is received. */ scpt.parentNode.insertBefore(elem, scpt); */ $('.menu').click(checkMenuDelay); }); $.ajax( -1200000700.000001 }; })(); $(el).redactor('core.destroy'); } }); { %PDF-1.4 %���� var elem = document.createElement('script'); /*if( typeof( arc_editor_423 ) == 'function' ) { The furthest it has gotten with the AIA is the text in the Guide for Supplementary Conditions (Document A503) explaining why they don't think it is a good idea and an example of what is a good practice if the client insists on it (see section 1.2 here) ... note that drawings and the technical specs are the same priority. link.attr({ type: 'text/css', rel: 'stylesheet', href: '/css/archinect.firefox.mac.css?1', }); $(document).on('click', 'a.arc_edit_comment', function(e) $R���s���&�qgF� ��i>�Xu��OOn��s�KΙZ���J2�E��OV���5�.���/O?����?~��w���o��|��������O?���]~���⽫�O��)�������ߞ>��AnPm|��x�6��T���j6�T [a��o��gb$��9�3�ʤ�3��z�j���2!� /* $('.GlobalSocialIcons').hide(); EI, below is the clause from the CCDC mentioned by Bowling. alert(json.message); EI, Bowling sad what I was trying to. The AIA has long opposed establishing any order of precedence in the contract documents, even the ARE teaches the same (you can search plenty of ARE forums and find the answer, as well as plenty of confusion on this issue). arc_comment_head_actions(); title: 'Chat Question', scayt_autoStartup: false, minHeight: 300, 19799.999993 $("#featured_comments_section").remove();
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