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ALL TRAFFIC MARKINGS, SIGNS AND POSITION MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." }, { "id": "p10.16", "order": 25, "type": "caption", "bbox": { "l": 256.8, "t": 1223.1, "r": 429, "b": 1199.4 }, "text": "SERVICE LATERAL", "attrs": { "block_label": "figure_title" } }, { "id": "p10.17", "order": 26, "type": "figure", "bbox": { "l": 875.7, "t": 1218.3, "r": 1361.4, "b": 1047 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "9°\nR = 18\"\n26\"\nR = 13\"\n4\"\n6\"\n5\"\n6\"" } }, { "id": "p10.18", "order": 27, "type": "figure", "bbox": { "l": 1431.6, "t": 1182.9, "r": 1694.1, "b": 1007.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "GROUPING\nOF\n18\" SIGNS\nBOTTOM BOTTOM\nTRAFFIC\nTO TO SIGN\n7'-0\" OF 5'-0\"\nADA\n1'\n3'\n8'" } }, { "id": "p10.19", "order": 28, "type": "caption", "bbox": { "l": 1808.1, "t": 1181.1, "r": 1908, "b": 1164 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "figure_title" } }, { "id": "p10.20", "order": 29, "type": "text", "bbox": { "l": 2094, "t": 1157.4, "r": 2416.5, "b": 1109.4 }, "text": "TRAFFIC STRIPING & TRAFFIC MARKINGS\nCROSSWALKS, STOP BAR & CENTERLINES\nNot to Scale" }, { "id": "p10.21", "order": 30, "type": "figure", "bbox": { "l": 173.1, "t": 1151.4, "r": 681.6, "b": 702.9 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "DUMPSTER ENCLOSURE DETAIL" } }, { "id": "p10.22", "order": 31, "type": "figure", "bbox": { "l": 2055.9, "t": 1057.8, "r": 2436.9, "b": 677.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "640 HERMAN ROAD U , N T I 1\nHALER CONSULTING\nJACKSON N , EW JERSEY 08527\nPH.(732 3 ) 51-2583 F.(732 8 ) 06-7439\nPROFESSIONAL ENGINEERING SERVICES OFF C I E@HALERCONSULT N I G.COM\nCOA 24GA28321300\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. 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NO. 6488" }, "children": [ { "id": "p10.22.1", "order": 32, "type": "caption", "bbox": { "l": 2115, "t": 954.9, "r": 2228.1, "b": 937.8 }, "text": "[p10.22.1.1] [p10.22.1.2]", "attrs": { "block_label": "figure_title" }, "children": [ { "id": "p10.22.1.1", "order": 33, "type": "text", "bbox": { "l": 2115, "t": 954.9, "r": 2228.1, "b": 937.8 }, "text": "\\overrightarrow{4^{\\prime}-0}", "attrs": { "inline": true, "text_offset": 0, "text_span": 12, "bbox_estimated": true } }, { "id": "p10.22.1.2", "order": 34, "type": "text", "bbox": { "l": 2115, "t": 954.9, "r": 2228.1, "b": 937.8 }, "text": "\\overrightarrow{R}", "attrs": { "inline": true, "text_offset": 13, "text_span": 12, "bbox_estimated": true } } ] }, { "id": "p10.22.2", "order": 35, "type": "caption", "bbox": { "l": 2235.9, "t": 703.2, "r": 2331, "b": 691.5 }, "text": "COMPACTED SUBGRADE", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p10.23", "order": 36, "type": "caption", "bbox": { "l": 1101, "t": 1051.2, "r": 1185.3, "b": 1035 }, "text": "INLET TYPE B", "attrs": { "block_label": "figure_title" } }, { "id": "p10.24", "order": 37, "type": "figure", "bbox": { "l": 1737, "t": 1035, "r": 2001.9, "b": 950.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "TOW-AWAY ZONE\nADA PARKING SIGN DETAIL\nN.T.S." } }, { "id": "p10.25", "order": 38, "type": "caption", "bbox": { "l": 1508.4, "t": 999.9, "r": 1573.5, "b": 984.3 }, "text": "PLAN VIEW", "attrs": { "block_label": "figure_title" } }, { "id": "p10.26", "order": 39, "type": "figure", "bbox": { "l": 847.8, "t": 980.1, "r": 1351.8, "b": 632.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "N.T.S." }, "children": [ { "id": "p10.26.1", "order": 40, "type": "text", "bbox": { "l": 1125.3, "t": 705.6, "r": 1370.4, "b": 644.4 }, "text": "6\" THICK DENSE AGGREGATE BASE COURSE/ R.C.A\nVARIABLE THICKNESS 4\"- 6\" THICK 19M64 HOT MIX\nBASE COURSE (TEMP. 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CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FEET THE FULL WALK WIDTH.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p10.31.2", "order": 48, "type": "list_item", "bbox": { "l": 2064.9, "t": 646.16, "r": 2442, "b": 630.83 }, "text": "THE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONCRETE.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p10.31.3", "order": 49, "type": "list_item", "bbox": { "l": 2064.9, "t": 630.83, "r": 2442, "b": 615.49 }, "text": "ALL SIDEWALK THAT IS BROKEN, CRACKED, OR OUT OF ALIGNMENT SHALL BE REPLACED PRIOR TO ACCEPTANCE.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p10.31.4", "order": 50, "type": "list_item", "bbox": { "l": 2064.9, "t": 615.49, "r": 2442, "b": 600.15 }, "text": "CONCRETE SHALL BE CLASS \"B\" PORTLAND CEMENT HAVING A 28 DAY STRENGTH OF 4500 PSI.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p10.31.5", "order": 51, "type": "list_item", "bbox": { "l": 2064.9, "t": 600.15, "r": 2442, "b": 584.81 }, "text": "THERE SHALL BE A FLOAT FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p10.31.6", "order": 52, "type": "list_item", "bbox": { "l": 2064.9, "t": 584.81, "r": 2442, "b": 569.47 }, "text": "HANDICAP RAMPS SHALL HAVE A LIGHT BROOM FINISH WITH THE STRIATIONS PERPENDICULAR TO TRAFFIC.", "marker": "6.", "attrs": { "bbox_estimated": true } }, { "id": "p10.31.7", "order": 53, "type": "list_item", "bbox": { "l": 2064.9, "t": 569.47, "r": 2442, "b": 554.14 }, "text": "DIMENSIONS SHOWN AS VARIABLE SHALL BE CONFIRMED BY THE ENGINEER.", "marker": "7.", "attrs": { "bbox_estimated": true } }, { "id": "p10.31.8", "order": 54, "type": "list_item", "bbox": { "l": 2064.9, "t": 554.14, "r": 2442, "b": 538.8 }, "text": "CONCRETE SIDEWALKS TO BE 4' WIDE EXCEPT FOR A 5'x10' WHEELCHAIR PASSING ZONE EVERY 200' MIN.", "marker": "8.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p10.32", "order": 55, "type": "caption", "bbox": { "l": 304.8, "t": 648.9, "r": 463.2, "b": 626.1 }, "text": "WATER SERVICE", "attrs": { "block_label": "figure_title" } }, { "id": "p10.33", "order": 56, "type": "figure", "bbox": { "l": 1425.9, "t": 621.6, "r": 1682.7, "b": 480.9 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p10.33.1", "order": 57, "type": "caption", "bbox": { "l": 1607.4, "t": 509.1, "r": 1641, "b": 483.6 }, "text": "R1-1\n30\"x 30\"", "attrs": { "block_label": "figure_title" } }, { "id": "p10.33.2", "order": 58, "type": "caption", "bbox": { "l": 1449, "t": 501, "r": 1475.1, "b": 485.1 }, "text": "R7-1\n12\"x18\"", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p10.34", "order": 59, "type": "figure", "bbox": { "l": 120.3, "t": 604.5, "r": 621, "b": 362.1 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.35", "order": 60, "type": "caption", "bbox": { "l": 985.2, "t": 594, "r": 1232.4, "b": 574.5 }, "text": "ROAD WIDENING PAVEMENT", "attrs": { "block_label": "figure_title" } }, { "id": "p10.36", "order": 61, "type": "caption", "bbox": { "l": 2118.3, "t": 514.8, "r": 2351.4, "b": 496.5 }, "text": "CONCRETE SIDEWALK DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p10.37", "order": 62, "type": "caption", "bbox": { "l": 2210.7, "t": 495.6, "r": 2266.8, "b": 485.4 }, "text": "OT TO SCALE", "attrs": { "block_label": "figure_title" } }, { "id": "p10.38", "order": 63, "type": "caption", "bbox": { "l": 1480.8, "t": 473.4, "r": 1618.5, "b": 449.1 }, "text": "SIGN LEGEND", "attrs": { "block_label": "figure_title" } }, { "id": "p10.39", "order": 64, "type": "figure", "bbox": { "l": 1237.5, "t": 453.6, "r": 1939.8, "b": 118.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.40", "order": 65, "type": "figure", "bbox": { "l": 793.2, "t": 423, "r": 1221.3, "b": 246.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.41", "order": 66, "type": "figure", "bbox": { "l": 64.5, "t": 327.9, "r": 771.9, "b": 99.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.42", "order": 67, "type": "table", "bbox": { "l": 2064.9, "t": 311.4, "r": 2545.2, "b": 58.5 }, "text": "", "attrs": { "block_label": "table", "n_rows": 13, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p10.42.1", "order": 68, "type": "table_cell", "bbox": { "l": 2064.9, "t": 311.4, "r": 2545.2, "b": 291.9462 }, "text": "REV. - 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(732) 351-2583 F. (732) 806-7439", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.16", "order": 83, "type": "table_cell", "bbox": { "l": 2385.1, "t": 136.3154, "r": 2545.2, "b": 116.8615 }, "text": "DATE", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.17", "order": 84, "type": "table_cell", "bbox": { "l": 2064.9, "t": 116.8615, "r": 2225, "b": 97.4077 }, "text": "", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.18", "order": 85, "type": "table_cell", "bbox": { "l": 2225, "t": 116.8615, "r": 2385.1, "b": 97.4077 }, "text": "", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.19", "order": 86, "type": "table_cell", "bbox": { "l": 2385.1, "t": 116.8615, "r": 2545.2, "b": 97.4077 }, "text": "", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.20", "order": 87, "type": "table_cell", "bbox": { "l": 2064.9, "t": 97.4077, "r": 2385.1, "b": 77.9538 }, "text": "ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 2 } }, { "id": "p10.42.21", "order": 88, "type": "table_cell", "bbox": { "l": 2385.1, "t": 97.4077, "r": 2545.2, "b": 77.9538 }, "text": "SHEET NO.", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.22", "order": 89, "type": "table_cell", "bbox": { "l": 2064.9, "t": 77.9538, "r": 2225, "b": 58.5 }, "text": "NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.23", "order": 90, "type": "table_cell", "bbox": { "l": 2225, "t": 77.9538, "r": 2385.1, "b": 58.5 }, "text": "C800", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p10.42.24", "order": 91, "type": "table_cell", "bbox": { "l": 2385.1, "t": 77.9538, "r": 2545.2, "b": 58.5 }, "text": "", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p10.43", "order": 92, "type": "caption", "bbox": { "l": 1311.6, "t": 129.3, "r": 1441.8, "b": 107.4 }, "text": "ADA PARKING DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p10.44", "order": 93, "type": "caption", "bbox": { "l": 881.4, "t": 127.5, "r": 1178.1, "b": 108.6 }, "text": "9\" x 18\" CONCRETE VERTICAL CURB", "attrs": { "block_label": "figure_title" } }, { "id": "p10.45", "order": 94, "type": "footnote", "bbox": { "l": 1806.6, "t": 1540.2, "r": 1911, "b": 1514.1 }, "text": "BASE TO BASE\nT.D. SPACING", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.46", "order": 95, "type": "footnote", "bbox": { "l": 1732.8, "t": 1479.6, "r": 1853.1, "b": 1441.5 }, "text": "1.6\" MIN. TO 2.4\" MAX. CENTER TO CENTER T.D. SPACING", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.47", "order": 96, "type": "footnote", "bbox": { "l": 441.9, "t": 1251, "r": 705.9, "b": 1175.7 }, "text": "NOTE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & NJAW. CLEAN—OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.48", "order": 97, "type": "footnote", "bbox": { "l": 1131, "t": 1243.2, "r": 1361.4, "b": 1217.7 }, "text": "REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE RESPONSIBILITY OF THE CONTRACTOR.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.49", "order": 98, "type": "footnote", "bbox": { "l": 904.8, "t": 1228.8, "r": 998.7, "b": 1208.7 }, "text": "FRAME, CURB PIECE, BACK, AND GRATE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.50", "order": 99, "type": "footnote", "bbox": { "l": 877.2, "t": 1214.7, "r": 1413.3, "b": 1188.3 }, "text": "SHOULDER / PAVEMENT\nBACK, AND GRATE\nSEE NOTE 1\n5. DIMENSIONS, WEIGHTS, AND OTHER CRITERIA SHOWN ON THESE DETAILS ARE FOR CLASS 35B CAST IRON. CURB PIECE TYPE N-ECO", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.51", "order": 100, "type": "footnote", "bbox": { "l": 2027.7, "t": 1211.4, "r": 2434.5, "b": 1189.8 }, "text": "2. ALL TRAFFIC STRIPING AND TRAFFIC MARKINGS SHALL BE RETRO REFLECTIVE, LONG LIFE FOR BOTH EPOXY AND THERMOPLASTIC.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.52", "order": 101, "type": "footnote", "bbox": { "l": 1765.8, "t": 1175.7, "r": 1971, "b": 1045.2 }, "text": "GENERAL NOTES:\n1. ALL EDGES TO BE CHAMFERED 1\"\n2. D=DIAMETER OF PIPE.\n3. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.\n4. FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR \"D.\"\n5. EXPOSED PORTIONS OF WALL TO BE RUBBED & FLOATED TO REMOVE FORM MARKS.\n6. USE CLASS \"B\" CONCRETE 4500 PSI", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.53", "order": 102, "type": "footnote", "bbox": { "l": 2284.5, "t": 992.1, "r": 2388.6, "b": 968.7 }, "text": "-BITUMINOUS EXPANSION\nJOINTS @ 20'", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.54", "order": 103, "type": "footnote", "bbox": { "l": 2280.3, "t": 964.8, "r": 2388.3, "b": 942 }, "text": "CLASS \"B\" CONCRETE\n4500 P.S.I. AT 28 DAYS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.55", "order": 104, "type": "footnote", "bbox": { "l": 2094.9, "t": 813.6, "r": 2324.1, "b": 799.2 }, "text": "VARIES SEE PLAN SEE NOTE 8", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.56", "order": 105, "type": "footnote", "bbox": { "l": 1428.3, "t": 777.3, "r": 1660.5, "b": 735 }, "text": "TO BE CARRIED TO FIRM BEARING BELOW FROST LINE\nEND VIEW", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.57", "order": 106, "type": "footnote", "bbox": { "l": 1621.8, "t": 720.9, "r": 1830.6, "b": 689.1 }, "text": "HEADWALL AND APRON DETAIL\nN.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.58", "order": 107, "type": "footnote", "bbox": { "l": 915.6, "t": 694.5, "r": 1041.3, "b": 642.9 }, "text": "A=6\" REVEAL (FINAL)\nB=8\" REVEAL (TEMPORARY)\nC=12\" OVERLAP (FINAL PAVE)\nD=6\" THICK\nE=4\" THICK", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.59", "order": 108, "type": "footnote", "bbox": { "l": 1133.4, "t": 634.5, "r": 1410, "b": 620.4 }, "text": "2\" THICK 12.5M64 HOT MIX ASPHALT SURFACE COURSE (FINAL PAVE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.60", "order": 109, "type": "footnote", "bbox": { "l": 1668, "t": 459.9, "r": 1825.5, "b": 429.6 }, "text": "SIGN TO BE SECURELY FASTENED WITH BOLTS NUTS & WASHERS OF ALUM. OR HOT-DIPPED GALVANIZED STEEL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.61", "order": 110, "type": "footnote", "bbox": { "l": 810.6, "t": 270.9, "r": 952.5, "b": 251.1 }, "text": "6\" THICK, DENSE GRADED — AGGREGATE BASE COURSE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.62", "order": 111, "type": "footnote", "bbox": { "l": 806.1, "t": 199.8, "r": 1236.3, "b": 142.2 }, "text": "TRAVERSE JOINTS 1/2\" WIDE SHALL BE INSTALLED IN THE CURB 20' APART AND SHALL BE FILLED WITH PERFORMED BITUMINOUS IMPREGNATED FIBER JOINT FILLER COMPLYING WITH THE REQUIREMENTS FOR TYPE III FILLER IN A.A.S.H.O. SPEC M 153 RECESSED 1/4\" IN FROM FRONT FACE AND TOP OF CURB EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.63", "order": 112, "type": "footnote", "bbox": { "l": 1372.2, "t": 153.6, "r": 1519.5, "b": 141.9 }, "text": "▏4.5' ▏8'", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.64", "order": 113, "type": "footnote", "bbox": { "l": 1636.8, "t": 135.3, "r": 1685.7, "b": 120.9 }, "text": "CONCRETE —", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.65", "order": 114, "type": "footnote", "bbox": { "l": 1728, "t": 129.3, "r": 1951.2, "b": 108.9 }, "text": "ADA PARKING SIGN DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.66", "order": 115, "type": "footer", "bbox": { "l": 1312.8, "t": 114.6, "r": 1335.6, "b": 103.2 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p10.67", "order": 116, "type": "footer", "bbox": { "l": 360.3, "t": 104.7, "r": 817.2, "b": 67.8 }, "text": "DUMPSTER ENCLOSURE DETAIL\n1” = 5'\n1. REFUSE ENCLOSURE TO BE SCREENED WITH 5 FOOT MINIMUM-WIDTH LANDSCAPING AREA. SEE LANDSCAPING PLAN FOR DETAILS.\n2. IF LOCATED WITHIN OR ADJACENT TO A PARKING AREA OR ACCESS DRIVE, THE ENCLOSED REFUSE AREAS SHALL BE SEPARATED FROM SUCH PARKING AREA OR ACCESS DRIVE BY CURBING. SEE SITE PLAN.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.68", "order": 117, "type": "footer", "bbox": { "l": 1826.7, "t": 97.5, "r": 1848.3, "b": 80.7 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } } ], "excluded_furniture": { "first": [], "last": [] } }