{ "document_id": 10816, "page": 16, "width_pt": 1224, "height_pt": 792, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10927, "item_count": 107, "counts_by_type": { "caption": 13, "figure": 2, "footnote": 29, "form_field": 1, "formula": 1, "header": 2, "list": 1, "list_item": 11, "table": 2, "table_cell": 45 }, "build_ms": 4, "items": [ { "id": "p16.1", "order": 1, "type": "header", "bbox": { "l": 745.44, "t": 756.48, "r": 803.52, "b": 748.8 }, "text": "PERVOUS ASPHALT", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p16.2", "order": 2, "type": "header", "bbox": { "l": 1133.76, "t": 753.6, "r": 1141.92, "b": 727.92 }, "text": "ROW. LINE", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p16.3", "order": 3, "type": "figure", "bbox": { "l": 63.36, "t": 760.08, "r": 1155.12, "b": 36.96 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.4", "order": 4, "type": "caption", "bbox": { "l": 326.4, "t": 636.72, "r": 347.52, "b": 624.96 }, "text": "R6-1L [p16.4.2]", "attrs": { "block_label": "figure_title" }, "children": [ { "id": "p16.4.1", "order": 5, "type": "form_field", "bbox": { "l": 337.66, "t": 636.72, "r": 349.42, "b": 624.96 }, "text": "", "attrs": { "field_kind": "radio", "label": "× 12", "source": "glyph_estimate", "bbox_estimated": true } }, { "id": "p16.4.2", "order": 6, "type": "formula", "bbox": { "l": 326.4, "t": 636.72, "r": 347.52, "b": 624.96 }, "text": "\\text{R6--1L}\\quad 36^{\\circ} \\times 12^{\\circ}", "attrs": { "latex": "\\text{R6--1L}\\quad 36^{\\circ} \\times 12^{\\circ}", "inline": true, "text_offset": 6, "text_span": 9, "bbox_estimated": true, "notation": "latex", "alt": "R6 minus minus 1 L 36 to the power of circ times 12 to the power of circ", "mathml": "R6--1L36∘×12∘" } } ] }, { "id": "p16.5", "order": 7, "type": "list", "bbox": { "l": 941.52, "t": 536.4, "r": 1141.68, "b": 429.84 }, "text": "", "attrs": { "item_count": 11 }, "children": [ { "id": "p16.5.1", "order": 8, "type": "list_item", "bbox": { "l": 941.52, "t": 536.4, "r": 1141.68, "b": 526.71 }, "text": "LANDING AREA, APPROACH BIDEWALK TRANSITIONS, AND CURE RAMP SHALL BE KEPT CLEAR OF OBSTRUCTIONS.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.2", "order": 9, "type": "list_item", "bbox": { "l": 941.52, "t": 526.71, "r": 1141.68, "b": 517.03 }, "text": "DIMENSIONS SHOWN IN TABLES ARE FOR RELATIVELY FLAT BIDEWALK AREA9. CARE SHOULD BE TAKEN WHEN DETERMING CURE RAMP SIZE BARED ON CURE HEIGHT (0) WHERE ELEVATION OF CURE AND BIDEWALK VARY DRASTICALLY IN AREA OF PROPOSED CURE RAMP.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.3", "order": 10, "type": "list_item", "bbox": { "l": 941.52, "t": 517.03, "r": 1141.68, "b": 507.34 }, "text": "CURE (DROPPED CURE) OUTTERLINE TO BE FLUSH WITH ROADWAY PAVEMENT A MINIMUM OF 4 FEET AT ALL CURE RAMPS.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.4", "order": 11, "type": "list_item", "bbox": { "l": 941.52, "t": 507.34, "r": 1141.68, "b": 497.65 }, "text": "FOR CURE RAMP TYPE9 5 AMIND 6, IF A GRASS BUFFER DOES NOT EXIST. SLOPE CURE TO EQUAL SLOPE OF ADJACENT CURE RAMP.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.5", "order": 12, "type": "list_item", "bbox": { "l": 941.52, "t": 497.65, "r": 1141.68, "b": 487.96 }, "text": "SIDEWALK AND CURE RAMP WITHIN AREA ENCLOSED BY HEAVY LINES TO BE PAID FOR AS CONCRETE BIDEWALK OF THE APPROPRIATE ADJACENT THICKNESS.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.6", "order": 13, "type": "list_item", "bbox": { "l": 941.52, "t": 487.96, "r": 1141.68, "b": 478.28 }, "text": "CURE AND HEADER WITHIN AREA ENGLOSED BY HEAVY LINES TO BE PAID FOR AS VERTICAL CURE OR SLOPING CURE OF THE APPROPRIATE ADJACENT SIZE AND KIND.", "marker": "6.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.7", "order": 14, "type": "list_item", "bbox": { "l": 941.52, "t": 478.28, "r": 1141.68, "b": 468.59 }, "text": "WHERE THE DISTANCE FROM THE GUTTER LINE TO THE OUTSIDE EDGE OF BIDEWALK IS 0 FEET OR LESS, CURE RAMP TYPE 7 SHOULD BE USED, INSTEAD OF CURE RAMP TYPE 1 THROUGH 4.", "marker": "7.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.8", "order": 15, "type": "list_item", "bbox": { "l": 941.52, "t": 468.59, "r": 1141.68, "b": 458.9 }, "text": "THE PUBLIC SIDEWALK CURE RAMP, DETECTABLE WARNING SURFACE (SHADED AREA) SHALL BE SAFETY RE COLOR ON CONCRETE OR 70% COLOR CONTRAST FOR OTHER SURFACE SUCH AS BRICK.", "marker": "8.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.9", "order": 16, "type": "list_item", "bbox": { "l": 941.52, "t": 458.9, "r": 1141.68, "b": 449.21 }, "text": "CROSWALK AND STOP LINE MAY BE MARKED OR UNMARKED, SEE PLANS.", "marker": "9.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.10", "order": 17, "type": "list_item", "bbox": { "l": 941.52, "t": 449.21, "r": 1141.68, "b": 439.53 }, "text": "FEELED AND ALTERNATE TREATMENTS SHOULD NOT BE INTERMIXED WITHIN THE BAME INTERSECTION.", "marker": "10.", "attrs": { "bbox_estimated": true } }, { "id": "p16.5.11", "order": 18, "type": "list_item", "bbox": { "l": 941.52, "t": 439.53, "r": 1141.68, "b": 429.84 }, "text": "DIMENSIONS SHOWN IN TABLES ARE FOR 3 INCH TO 9 INCH CURE HEIGHTS. WHERE THE CURE HEIGHTS ARE OTHER THAN WHAT IS PROVIDED IN THE TABLES, THE DIMENSIONS OF THE RAMPS WILL HAVE TO BE CALCULATED BASED ON CROSS SLOPS SHOWN.", "marker": "11.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p16.6", "order": 19, "type": "caption", "bbox": { "l": 384.48, "t": 443.52, "r": 504.48, "b": 433.44 }, "text": "PARKING PAVEMENT SECTION", "attrs": { "block_label": "figure_title" } }, { "id": "p16.7", "order": 20, "type": "caption", "bbox": { "l": 428.88, "t": 429.6, "r": 461.04, "b": 422.64 }, "text": "NOT TO SCALE", "attrs": { "block_label": "figure_title" } }, { "id": "p16.8", "order": 21, "type": "caption", "bbox": { "l": 497.04, "t": 322.8, "r": 565.68, "b": 315.84 }, "text": "Uncompacted Subgrade", "attrs": { "block_label": "figure_title" } }, { "id": "p16.9", "order": 22, "type": "caption", "bbox": { "l": 458.64, "t": 306.96, "r": 611.52, "b": 296.88 }, "text": "POROUS PAVING EMERGENCY INFLOW", "attrs": { "block_label": "figure_title" } }, { "id": "p16.10", "order": 23, "type": "caption", "bbox": { "l": 528.72, "t": 295.44, "r": 544.32, "b": 289.44 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.11", "order": 24, "type": "caption", "bbox": { "l": 908.16, "t": 265.2, "r": 1053.84, "b": 255.6 }, "text": "NJDOT HANDICAPPED CURB RAMPS", "attrs": { "block_label": "figure_title" } }, { "id": "p16.12", "order": 25, "type": "caption", "bbox": { "l": 974.4, "t": 253.92, "r": 989.76, "b": 248.64 }, "text": "N.T.S", "attrs": { "block_label": "figure_title" } }, { "id": "p16.13", "order": 26, "type": "caption", "bbox": { "l": 731.28, "t": 252.48, "r": 756.72, "b": 246 }, "text": "ELEVATION", "attrs": { "block_label": "figure_title" } }, { "id": "p16.14", "order": 27, "type": "caption", "bbox": { "l": 68.16, "t": 216.72, "r": 82.8, "b": 36.24 }, "text": "COPYRIGHT 2007, CHALLONER & ASSOC. L.L.C.-ALL RIGHTS RESERVED THE COMPANY OR REUSC OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED", "attrs": { "block_label": "figure_title" } }, { "id": "p16.15", "order": 28, "type": "caption", "bbox": { "l": 770.64, "t": 154.08, "r": 784.56, "b": 148.08 }, "text": "N.T.S", "attrs": { "block_label": "figure_title" } }, { "id": "p16.16", "order": 29, "type": "table", "bbox": { "l": 681.36, "t": 140.16, "r": 1150.56, "b": 32.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 8 }, "children": [ { "id": "p16.16.1", "order": 30, "type": "table_cell", "bbox": { "l": 681.36, "t": 140.16, "r": 740.01, "b": 130.3418 }, "text": "DATE", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.2", "order": 31, "type": "table_cell", "bbox": { "l": 740.01, "t": 140.16, "r": 798.66, "b": 130.3418 }, "text": "REVISION", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.3", "order": 32, "type": "table_cell", "bbox": { "l": 798.66, "t": 140.16, "r": 1033.26, "b": 130.3418 }, "text": "STUART CHALLONER, P.E.", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4 } }, { "id": "p16.16.4", "order": 33, "type": "table_cell", "bbox": { "l": 1033.26, "t": 140.16, "r": 1150.56, "b": 130.3418 }, "text": "SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2 } }, { "id": "p16.16.5", "order": 34, "type": "table_cell", "bbox": { "l": 681.36, "t": 130.3418, "r": 740.01, "b": 120.5236 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.6", "order": 35, "type": "table_cell", "bbox": { "l": 740.01, "t": 130.3418, "r": 798.66, "b": 120.5236 }, "text": "", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.7", "order": 36, "type": "table_cell", "bbox": { "l": 798.66, "t": 130.3418, "r": 1033.26, "b": 120.5236 }, "text": "PROFESSIONAL ENGINEER N.J. L.C. NO. 34337", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4 } }, { "id": "p16.16.8", "order": 37, "type": "table_cell", "bbox": { "l": 1033.26, "t": 130.3418, "r": 1150.56, "b": 120.5236 }, "text": "MAJOR SITE PLAN", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 2 } }, { "id": "p16.16.9", "order": 38, "type": "table_cell", "bbox": { "l": 681.36, "t": 120.5236, "r": 740.01, "b": 110.7055 }, "text": "04/28/2025", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.10", "order": 39, "type": "table_cell", "bbox": { "l": 740.01, "t": 120.5236, "r": 798.66, "b": 110.7055 }, "text": "PER SOIL CONSERVATION COMMENTS", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.11", "order": 40, "type": "table_cell", "bbox": { "l": 798.66, "t": 120.5236, "r": 1033.26, "b": 110.7055 }, "text": "PROFESSIONAL PLANNER N.J. L.C. 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"colspan": 1 } }, { "id": "p16.16.20", "order": 49, "type": "table_cell", "bbox": { "l": 740.01, "t": 91.0691, "r": 798.66, "b": 81.2509 }, "text": "REVISED PER COUNTY ENGINEER COMMENTS", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.21", "order": 50, "type": "table_cell", "bbox": { "l": 681.36, "t": 81.2509, "r": 740.01, "b": 71.4327 }, "text": "04/14/10", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.22", "order": 51, "type": "table_cell", "bbox": { "l": 740.01, "t": 81.2509, "r": 798.66, "b": 71.4327 }, "text": "REVISED PER COUNTY ENGINEER COMMENTS", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.23", "order": 52, "type": "table_cell", "bbox": { "l": 681.36, "t": 71.4327, "r": 740.01, "b": 61.6145 }, "text": "08/20/09", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.24", "order": 53, "type": "table_cell", "bbox": { "l": 740.01, "t": 71.4327, "r": 798.66, "b": 61.6145 }, "text": "REVISED PER TOWNSHIP ENGINEER COMMENTS", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.25", "order": 54, "type": "table_cell", "bbox": { "l": 798.66, "t": 71.4327, "r": 1033.26, "b": 61.6145 }, "text": "215 Main Street, 2nd Floor", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 4 } }, { "id": "p16.16.26", "order": 55, "type": "table_cell", "bbox": { "l": 681.36, "t": 61.6145, "r": 740.01, "b": 51.7964 }, "text": "02/05/09", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.27", "order": 56, "type": "table_cell", "bbox": { "l": 740.01, "t": 61.6145, "r": 798.66, "b": 51.7964 }, "text": "REVISED ENTRANCES", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.28", "order": 57, "type": "table_cell", "bbox": { "l": 798.66, "t": 61.6145, "r": 1033.26, "b": 51.7964 }, "text": "Toma River, New Jersey 08753", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 4 } }, { 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"REVISED PER PINELANDS COMMENTS", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.34", "order": 63, "type": "table_cell", "bbox": { "l": 798.66, "t": 41.9782, "r": 857.31, "b": 32.16 }, "text": "Date: MARCH 30, 2007", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.35", "order": 64, "type": "table_cell", "bbox": { "l": 857.31, "t": 41.9782, "r": 915.96, "b": 32.16 }, "text": "Scale: N.T.S.", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.36", "order": 65, "type": "table_cell", "bbox": { "l": 915.96, "t": 41.9782, "r": 974.61, "b": 32.16 }, "text": "Drawn By: B.F.G.", "attrs": { "row": 10, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.37", "order": 66, "type": "table_cell", "bbox": { "l": 974.61, "t": 41.9782, "r": 1033.26, "b": 32.16 }, "text": "Checked By: S.C.C.", "attrs": { "row": 10, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.38", "order": 67, "type": "table_cell", "bbox": { "l": 1033.26, "t": 41.9782, "r": 1091.91, "b": 32.16 }, "text": "File No.: 08015", "attrs": { "row": 10, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.16.39", "order": 68, "type": "table_cell", "bbox": { "l": 1091.91, "t": 41.9782, "r": 1150.56, "b": 32.16 }, "text": "Field Book: Sheet No.: 16 of 18", "attrs": { "row": 10, "col": 7, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.17", "order": 69, "type": "caption", "bbox": { "l": 612.72, "t": 104.88, "r": 649.68, "b": 98.64 }, "text": "HINGE DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p16.18", "order": 70, "type": "table", "bbox": { "l": 83.76, "t": 86.64, "r": 418.32, "b": 39.12 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2 }, "children": [ { "id": "p16.18.1", "order": 71, "type": "table_cell", "bbox": { "l": 83.76, "t": 86.64, "r": 251.04, "b": 70.8 }, "text": "1. ALUMINUM FRAME W/ACRYLIC BACKLIT FACE AND SUPERIMPOSED LETTERING", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.18.2", "order": 72, "type": "table_cell", "bbox": { "l": 251.04, "t": 86.64, "r": 418.32, "b": 70.8 }, "text": "MONUMENT SIGN SCALE: 1/2\" = 1' - 0\"", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.18.3", "order": 73, "type": "table_cell", "bbox": { "l": 83.76, "t": 70.8, "r": 251.04, "b": 54.96 }, "text": "2. LIGHTING TO BE 40 W. FLUORESCENT TUBING. LIGHTS TO BE ON TIMER.", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.18.4", "order": 74, "type": "table_cell", "bbox": { "l": 251.04, "t": 70.8, "r": 418.32, "b": 54.96 }, "text": "", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.18.5", "order": 75, "type": "table_cell", "bbox": { "l": 83.76, "t": 54.96, "r": 251.04, "b": 39.12 }, "text": "3. LETTERING SOUND TO BE DETERMINED", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.18.6", "order": 76, "type": "table_cell", "bbox": { "l": 251.04, "t": 54.96, "r": 418.32, "b": 39.12 }, "text": "", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.19", "order": 77, "type": "caption", "bbox": { "l": 507.84, "t": 74.88, "r": 606.96, "b": 64.8 }, "text": "TRASH ENCLOSURE DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p16.20", "order": 78, "type": "figure", "bbox": { "l": 117.12, "t": 36.48, "r": 124.8, "b": 13.44 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p16.21", "order": 79, "type": "footnote", "bbox": { "l": 328.32, "t": 692.4, "r": 346.8, "b": 678.48 }, "text": "R5-1\n30°×30°", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.22", "order": 80, "type": "footnote", "bbox": { "l": 593.04, "t": 674.88, "r": 630.96, "b": 663.84 }, "text": "UNCOMPACTED\nSUBGRADE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.23", "order": 81, "type": "footnote", "bbox": { "l": 658.8, "t": 668.4, "r": 743.04, "b": 649.68 }, "text": "PERVOUS PARKING\nPAVEMENT SECTION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.24", "order": 82, "type": "footnote", "bbox": { "l": 470.16, "t": 649.44, "r": 548.16, "b": 634.08 }, "text": "COUNTY CURB DETAL\nN.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.25", "order": 83, "type": "footnote", "bbox": { "l": 684.24, "t": 645.6, "r": 711.84, "b": 638.88 }, "text": "NOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.26", "order": 84, "type": "footnote", "bbox": { "l": 461.52, "t": 631.2, "r": 552.24, "b": 611.04 }, "text": "1. THE ALIGNMENT AND GRADE OF CUREING IS TO BE DETERMINED BY THAT ESTABLISHED OR EXISTING IN THE AREA AND SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER.\n2. CUREING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN STANDARDS SET FORTH IN THE ABOVE DRAWING.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.27", "order": 85, "type": "footnote", "bbox": { "l": 149.76, "t": 601.44, "r": 242.88, "b": 590.4 }, "text": "TYPICAL SIGN MOUNTING DETAIL\nN.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.28", "order": 86, "type": "footnote", "bbox": { "l": 897.12, "t": 578.64, "r": 1039.68, "b": 554.64 }, "text": "NOTE: CONSTRUCTION STANDARDS SHALL CONFORM TO THE NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. LATEST EDITION. COUNTY PAVEMENT DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.29", "order": 87, "type": "footnote", "bbox": { "l": 959.28, "t": 552.96, "r": 979.2, "b": 546.72 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.30", "order": 88, "type": "footnote", "bbox": { "l": 762.96, "t": 548.64, "r": 852.24, "b": 538.08 }, "text": "1. CURBING SHALL BE CONSTITUCD IN ACCORDANCE WITH THE DESIGN STANDARDS SET FORM IN THE ABOVE ORAMING.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.31", "order": 89, "type": "footnote", "bbox": { "l": 480.48, "t": 548.4, "r": 565.68, "b": 530.88 }, "text": "1. ALL WORK AND MATERIAL TO BE IN ACCORD WITH N.L.S.H.D. \"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 1889\" AS AMENDED.\n2. THIS DETAIL TO BE USED FOR ON-SITE CURE AND LAWRENCE AVE CURB.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.32", "order": 90, "type": "footnote", "bbox": { "l": 327.6, "t": 540, "r": 346.56, "b": 528.48 }, "text": "R1-1\n30°±30°", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.33", "order": 91, "type": "footnote", "bbox": { "l": 711.36, "t": 534.96, "r": 778.56, "b": 523.68 }, "text": "COUNTY CUBB DETAL\nN T S", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.34", "order": 92, "type": "footnote", "bbox": { "l": 819.84, "t": 501.36, "r": 920.16, "b": 486 }, "text": "NOTE: CURE RAMP OPENING TO BE FLUSH WITH ROADWAY PAVEMENT (CURE RAMP TYPE 5 + 6).", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.35", "order": 93, "type": "footnote", "bbox": { "l": 636.96, "t": 454.8, "r": 762.72, "b": 442.56 }, "text": "DEPRESSED CURB AT DRIVEWAYS (COUNTY) N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.36", "order": 94, "type": "footnote", "bbox": { "l": 580.8, "t": 423.84, "r": 646.32, "b": 400.32 }, "text": "NOTES:\n1. CONCRETE TO BE MUSHED, CLASS \"B\"\n2. PROVIDED PREFERRED BITUMINOUS FIBER EXPANSION JOINTS, 1/2\" THICK AT 20'0\" (NAIL) INTERVALS. PROVIDE OUMBY JOINTS (FORMED) MEMBAY BETWEEN EXPANSION JOINTS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.37", "order": 95, "type": "footnote", "bbox": { "l": 120.48, "t": 387.6, "r": 219.6, "b": 376.08 }, "text": "HANDICAP PARKING SIGN SHALL CONFORM WITH CURRENT STATE & LOCAL CODES AND REGULATIONS.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.38", "order": 96, "type": "footnote", "bbox": { "l": 821.28, "t": 385.68, "r": 933.12, "b": 378.72 }, "text": "SECTION THROUGH CURB RAMPS 1 THROUGH 6", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.39", "order": 97, "type": "footnote", "bbox": { "l": 82.8, "t": 369.12, "r": 231.84, "b": 356.4 }, "text": "HANDICAPPED PARKING SIGN DETAIL N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.40", "order": 98, "type": "footnote", "bbox": { "l": 1066.8, "t": 349.44, "r": 1094.64, "b": 342.72 }, "text": "PLAN VIEW", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.41", "order": 99, "type": "footnote", "bbox": { "l": 254.88, "t": 341.52, "r": 390, "b": 317.28 }, "text": "CONCRETE\nCURB\nSTONE TRENCH AT CURB DETAIL\nN.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.42", "order": 100, "type": "footnote", "bbox": { "l": 613.2, "t": 327.84, "r": 679.2, "b": 315.6 }, "text": "(US Fabrics US 270NW Or Approved Equal)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.43", "order": 101, "type": "footnote", "bbox": { "l": 725.52, "t": 313.92, "r": 762.24, "b": 307.44 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.44", "order": 102, "type": "footnote", "bbox": { "l": 862.08, "t": 290.64, "r": 939.84, "b": 282.48 }, "text": "(CROSSING PARALLEL TO HIGHWAY ONLY)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.45", "order": 103, "type": "footnote", "bbox": { "l": 1040.16, "t": 282.96, "r": 1119.6, "b": 275.76 }, "text": "DETECTABLE WARNING SURFACE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.46", "order": 104, "type": "footnote", "bbox": { "l": 681.84, "t": 244.32, "r": 808.8, "b": 222.24 }, "text": "DEPRESSED CURB FOR DRAINAGE\nN.T.S.\nSEE SITE PLAN FOR LOCATION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.47", "order": 105, "type": "footnote", "bbox": { "l": 597.36, "t": 172.32, "r": 636.72, "b": 165.36 }, "text": "SLAB SECTION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.48", "order": 106, "type": "footnote", "bbox": { "l": 88.56, "t": 92.4, "r": 203.76, "b": 83.52 }, "text": "IONUMENT SIGN DESCRIPTION:", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.49", "order": 107, "type": "footnote", "bbox": { "l": 504.96, "t": 60.96, "r": 616.56, "b": 37.2 }, "text": "NOTES:\n1) B\" DIA. STEEL POSTS SHALL BE SET A MINIMUM OF 24\" INTO CONCRETE.\n2) INSTALL 106 BOARDS 1/2\" APART AND PAINT TO MATCH SOFFIT OF BLOG.\n3) ALL WOOD SHALL BE EXTERIOR GRADE TREATED LUMBER.\n4) CONFIRM REQUIRED DIMENSIONS WITH TRASH REMOVAL VENDOR.", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }