{ "document_id": 10820, "page": 13, "width_pt": 2592, "height_pt": 1728, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10931, "item_count": 147, "counts_by_type": { "caption": 3, "figure": 16, "footer": 4, "footnote": 30, "header": 1, "heading": 14, "list": 6, "list_item": 23, "table": 2, "table_cell": 15, "text": 33 }, "build_ms": 34, "items": [ { "id": "p13.1", "order": 1, "type": "header", "bbox": { "l": 1963.2, "t": 1676.1, "r": 2003.4, "b": 1661.7 }, "text": "ACTIVE", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p13.2", "order": 2, "type": "text", "bbox": { "l": 66.3, "t": 1669.2, "r": 106.2, "b": 1418.1 }, "text": "THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DE SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER P WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.", "attrs": { "block_label": "aside_text" } }, { "id": "p13.3", "order": 3, "type": "text", "bbox": { "l": 85.2, "t": 308.1, "r": 103.8, "b": 34.8 }, "text": "H:\\PROJECTS\\323617 < 323617 S09 CONSTRUCTION DETAILs >", "attrs": { "block_label": "aside_text" } }, { "id": "p13.4", "order": 4, "type": "text", "bbox": { "l": 76.5, "t": 110.7, "r": 97.8, "b": 35.4 }, "text": "KRISTIN 1/22/24\nH:\\PROJECTS\\3236", "attrs": { "block_label": "aside_text" } }, { "id": "p13.5", "order": 5, "type": "figure", "bbox": { "l": 222, "t": 1658.7, "r": 634.8, "b": 1418.7 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "BACKFILL\nTO BE SAW CUT. TYPICAL\nTRENCH WIDTH VARIES\nCOUNTY ROAD TRENCH RESTORATION\n1\"=1'-0\"\n1'-0\" 1'-0\"\nEXISTING TRENCH EXISTING\nPAVEMENT WIDTH PAVEMENT\nBASE IS TO BE\nTHE TOP OF\nAT THE END\nAND LEFT IN PLACE\n6 MONTHS. 4\" STABILIZED BASE I-2\n6\" D.G.A. BASE\nTHE TRENCH\nFOOT ON BOTH SUITABLE\nBE MILLED OUT 1.5\" BACKFILL\nAPPROPRIATE\nABOVE AND\nBITUMINOUS\nCOURSE MIX" } }, { "id": "p13.6", "order": 6, "type": "list_item", "bbox": { "l": 212.4, "t": 1413.9, "r": 332.7, "b": 1403.7 }, "text": "PRIOR TO INSTALLATION:", "marker": "1." }, { "id": "p13.7", "order": 7, "type": "list", "bbox": { "l": 215.1, "t": 1405.5, "r": 679.8, "b": 1368.6 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p13.7.1", "order": 8, "type": "list_item", "bbox": { "l": 215.1, "t": 1405.5, "r": 679.8, "b": 1392.15 }, "text": "METERS CANNOT BE INSTALLED IN CRAWL SPACES, BEHIND APPLIANCES, HOT WATER HEATERS OR FURNACES.", "marker": "*", "attrs": { "bbox_estimated": true } }, { "id": "p13.7.2", "order": 9, "type": "list_item", "bbox": { "l": 215.1, "t": 1392.15, "r": 679.8, "b": 1378.8 }, "text": "THERE MUST BE A MINIMUM CLEARANCE OF 12\" ON EACH SIDE OF THE METER AND A MAXIMUM OF 36\" ABOVE", "marker": "*", "attrs": { "bbox_estimated": true } }, { "id": "p13.7.3", "order": 10, "type": "list_item", "bbox": { "l": 222.6, "t": 1377.9, "r": 279.3, "b": 1368.6 }, "text": "THE FLOOR.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p13.8", "order": 11, "type": "list", "bbox": { "l": 216.6, "t": 1370.7, "r": 674.7, "b": 1242.6 }, "text": "", "attrs": { "item_count": 8 }, "children": [ { "id": "p13.8.1", "order": 12, "type": "list_item", "bbox": { "l": 217.8, "t": 1370.7, "r": 580.2, "b": 1360.8 }, "text": "IN ADVANCE OF THE PROJECTED INSTALLATION DATE, CONTACT CUSTOMER SERVICE:", "marker": "2." }, { "id": "p13.8.2", "order": 13, "type": "list_item", "bbox": { "l": 217.5, "t": 1359.6, "r": 450.6, "b": 1347.9 }, "text": "[p13.8.2.1] AN APPLICATION FOR SERVICE MUST BE COMPLETED.", "children": [ { "id": "p13.8.2.1", "order": 14, "type": "text", "bbox": { "l": 217.5, "t": 1359.6, "r": 450.6, "b": 1347.9 }, "text": "^{*}", "attrs": { "inline": true, "text_offset": 0, "text_span": 11, "bbox_estimated": true } } ] }, { "id": "p13.8.3", "order": 15, "type": "list_item", "bbox": { "l": 218.1, "t": 1347.3, "r": 670.2, "b": 1332.6 }, "text": "APPLICABLE CONNECTION FEES MUST BE PAID IN ACCORDANCE WITH THE CURRENT 'SCHEDULE OF RATES'.", "marker": "*", "attrs": { "bbox_estimated": true } }, { "id": "p13.8.4", "order": 16, "type": "list_item", "bbox": { "l": 218.1, "t": 1332.6, "r": 670.2, "b": 1317.9 }, "text": "AN APPOINTMENT IS SCHEDULED FOR WATER METER INSTALLATION, GRANTED ALL CONNECTION FEES HAVE BEEN SATISFIED.", "marker": "*", "attrs": { "bbox_estimated": true } }, { "id": "p13.8.5", "order": 17, "type": "list_item", "bbox": { "l": 217.2, "t": 1315.2, "r": 666.3, "b": 1281.6 }, "text": "ALL METERS ARE SUPPLIED BY THE AUTHORITY. (METERS 1 1/2 INCHES OR LARGER ARE INSTALLED BY THE CONTRACTOR BUT INSPECTED BY AUTHORITY PERSONNEL. METERS SMALLED THAN 1 1/2 INCHES WILL BE INSTALLED BY AUTHORITY PERSONNEL.)", "marker": "*" }, { "id": "p13.8.6", "order": 18, "type": "list_item", "bbox": { "l": 216.6, "t": 1287, "r": 382.8, "b": 1272.9 }, "text": "AT THE TIME OF THE INSTALLATION:", "marker": "3." }, { "id": "p13.8.7", "order": 19, "type": "list_item", "bbox": { "l": 219, "t": 1272.9, "r": 674.7, "b": 1254.3 }, "text": "CURB STOPS AND SEWER CLEAN-OUTS ARE NOT PERMITTED IN DRIVEWAYS OR SIDEWALKS AND MUST BE SET TO GRADE BEFORE THE METER CAN BE INSTALLED.", "marker": "*" }, { "id": "p13.8.8", "order": 20, "type": "list_item", "bbox": { "l": 221.7, "t": 1255.2, "r": 530.1, "b": 1242.6 }, "text": "[p13.8.8.1] A TUB AND/OR SINK MUST BE INSTALLED IN ORDER TO FLOW TEST THE MET", "children": [ { "id": "p13.8.8.1", "order": 21, "type": "text", "bbox": { "l": 221.7, "t": 1255.2, "r": 530.1, "b": 1242.6 }, "text": "^{*}", "attrs": { "inline": true, "text_offset": 0, "text_span": 11, "bbox_estimated": true } } ] } ] }, { "id": "p13.9", "order": 22, "type": "heading", "bbox": { "l": 219.9, "t": 1244.1, "r": 389.1, "b": 1230.9 }, "text": "* NEW CONSTRUCTION MUST HAVE HEAT.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.10", "order": 23, "type": "text", "bbox": { "l": 220.8, "t": 1232.1, "r": 678.9, "b": 1218.3 }, "text": "NOTE: IF THE METER SPREAD OR OTHER REQUIREMENTS ARE NOT MET, AN ADDITIONAL FEE, IN ACCORDANCE" }, { "id": "p13.11", "order": 24, "type": "text", "bbox": { "l": 220.5, "t": 1215, "r": 696.9, "b": 1195.2 }, "text": "WITH THE CURRENT 'SCHEDULE OF RATES' WILL BE APPLIED TO THE ACCOUNT AND MUST BE PAID IN FULL BEFORE A SECOND INSTALLATION IS ATTEMPTED." }, { "id": "p13.12", "order": 25, "type": "heading", "bbox": { "l": 219.9, "t": 1202.7, "r": 395.7, "b": 1191 }, "text": "A SECOND INSTALLATION IS ATTEMPTED.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.13", "order": 26, "type": "list", "bbox": { "l": 216.6, "t": 1191.9, "r": 668.7, "b": 1155.3 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p13.13.1", "order": 27, "type": "list_item", "bbox": { "l": 216.6, "t": 1191.9, "r": 336.9, "b": 1180.2 }, "text": "AFTER THE INSTALLATION:", "marker": "4.", "attrs": { "block_label": "paragraph_title" } }, { "id": "p13.13.2", "order": 28, "type": "list_item", "bbox": { "l": 221.4, "t": 1178.7, "r": 668.7, "b": 1155.3 }, "text": "ONCE THE AUTHORITY HAS DETERMINED THAT THE METER HAS BEEN SUCCESSFULLY INSTALLED AND TESTED, CUSTOMER SERVICE WILL ISSUE A LETTER OF COMPLIANCE FOR PRESENTATION TO THE TOWNSHIP.", "marker": "*" } ] }, { "id": "p13.14", "order": 29, "type": "text", "bbox": { "l": 356.7, "t": 1155.6, "r": 537.6, "b": 1139.4 }, "text": "SINGLE WATER METER" }, { "id": "p13.15", "order": 30, "type": "caption", "bbox": { "l": 413.1, "t": 1136.4, "r": 480, "b": 1124.7 }, "text": "NOT TO SCALE", "attrs": { "block_label": "figure_title" } }, { "id": "p13.16", "order": 31, "type": "figure", "bbox": { "l": 1523.7, "t": 1674, "r": 1810.2, "b": 1525.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "ROD, LID &\nOR EQUAL\nNECK BEND\nCOPPER TUBING GROUND KEY CURB STOP &\nLINE (MIN.) DRAIN, MUELLER 15201, 15209\nORISEAL, FORD Z22 OR EQUAL" } }, { "id": "p13.17", "order": 32, "type": "text", "bbox": { "l": 1569, "t": 1515.9, "r": 1848.6, "b": 1491.3 }, "text": "WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN." }, { "id": "p13.18", "order": 33, "type": "list", "bbox": { "l": 1547.7, "t": 1485, "r": 1869.6, "b": 1356 }, "text": "", "attrs": { "item_count": 4 }, "children": [ { "id": "p13.18.1", "order": 34, "type": "list_item", "bbox": { "l": 1553.1, "t": 1485, "r": 1850.1, "b": 1453.2 }, "text": "WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINT SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS BE MECHANICALLY JOINT CAST IRON.", "marker": "2." }, { "id": "p13.18.2", "order": 35, "type": "list_item", "bbox": { "l": 1551.6, "t": 1446.6, "r": 1869.6, "b": 1424.1 }, "text": "OFFSETS MAY BE SUBSTITUTED FOR A \"T\" OF UP TO 24' IF APPROVED BY THE ENGINEER.", "marker": "3." }, { "id": "p13.18.3", "order": 36, "type": "list_item", "bbox": { "l": 1549.8, "t": 1417.8, "r": 1855.2, "b": 1394.7 }, "text": "CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.", "marker": "4." }, { "id": "p13.18.4", "order": 37, "type": "list_item", "bbox": { "l": 1547.7, "t": 1388.1, "r": 1857.3, "b": 1356 }, "text": "MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18\" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6\".", "marker": "5." } ] }, { "id": "p13.19", "order": 38, "type": "figure", "bbox": { "l": 1551, "t": 1350.9, "r": 1860, "b": 1270.5 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p13.19.1", "order": 39, "type": "text", "bbox": { "l": 1550.1, "t": 1350, "r": 1859.4, "b": 1296.9 }, "text": "6. TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF TIE RODS." }, { "id": "p13.19.2", "order": 40, "type": "text", "bbox": { "l": 1606.2, "t": 1296, "r": 1814.1, "b": 1269.3 }, "text": "UTILITY CROSSING DETAIL\n3/8\"=1'-0\"" } ] }, { "id": "p13.20", "order": 41, "type": "text", "bbox": { "l": 2136, "t": 1686.9, "r": 2240.4, "b": 1674.3 }, "text": "MULLER TAPPING VALVE" }, { "id": "p13.21", "order": 42, "type": "figure", "bbox": { "l": 1894.2, "t": 1681.5, "r": 2242.2, "b": 1480.8 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "MINIMUM\nM.J. GATE VALVE\nM.K.MUELLER A-2360\n4'-0'\nWATER MAIN TYP.\nCONCRETE BLOCK\nTYPICAL\nANY VALVE (WATER OR FORCE\nINSTALLED OUTSIDE OF ASPHALT\nMUST BE CONSTRUCTED WITH" }, "children": [ { "id": "p13.21.1", "order": 43, "type": "text", "bbox": { "l": 2085.6, "t": 1542.3, "r": 2243.7, "b": 1482.3 }, "text": "MUELLER TAPPING SLEEVE MECH. TYPE H-615 250 PSI WORKING PRESSURE FOR ALL DUCTILE IRON WATER MAIN. FORD S.S. W/ D.I. FLANGE \"FAST\" STYLE FOR ALL OTHER MATERIAL WATER MAIN." } ] }, { "id": "p13.22", "order": 44, "type": "text", "bbox": { "l": 1946.4, "t": 1475.4, "r": 2231.4, "b": 1424.7 }, "text": "ALL NEWLY INSTALLED TAPPING SLEEVES & TAPPING VALVES SHALL BE PNEUMATICALLY TESTED AT A TEST PESSURE OF 150PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE & VALVE SHALL HAVE PASSED THE TEST." }, { "id": "p13.23", "order": 45, "type": "text", "bbox": { "l": 1930.5, "t": 1417.8, "r": 2231.7, "b": 1385.1 }, "text": "2. ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'X2'X6\" CONCRETE COLLAR AROUND IT." }, { "id": "p13.24", "order": 46, "type": "text", "bbox": { "l": 1997.4, "t": 1383.6, "r": 2182.8, "b": 1368 }, "text": "WET TAP CONNECTION" }, { "id": "p13.25", "order": 47, "type": "text", "bbox": { "l": 2066.7, "t": 1365.3, "r": 2110.5, "b": 1353.9 }, "text": "3/8\"=1'-0\"" }, { "id": "p13.26", "order": 48, "type": "heading", "bbox": { "l": 140.1, "t": 989.7, "r": 186.6, "b": 975.3 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.27", "order": 49, "type": "list", "bbox": { "l": 147.6, "t": 913.8, "r": 304.8, "b": 795.9 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p13.27.1", "order": 50, "type": "list_item", "bbox": { "l": 149.4, "t": 913.8, "r": 304.8, "b": 835.2 }, "text": "AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 2\" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5", "marker": "2." }, { "id": "p13.27.2", "order": 51, "type": "list_item", "bbox": { "l": 147.6, "t": 828, "r": 301.8, "b": 795.9 }, "text": "EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.", "marker": "3." } ] }, { "id": "p13.28", "order": 52, "type": "heading", "bbox": { "l": 145.2, "t": 789, "r": 291.6, "b": 778.2 }, "text": "4. ALL TRENCHES TO BE SAW CUT.", "level": 3 }, { "id": "p13.29", "order": 53, "type": "figure", "bbox": { "l": 324.9, "t": 1073.1, "r": 711, "b": 745.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p13.30", "order": 54, "type": "figure", "bbox": { "l": 324, "t": 716.4, "r": 713.1, "b": 394.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p13.31", "order": 55, "type": "heading", "bbox": { "l": 142.8, "t": 698.1, "r": 190.5, "b": 683.7 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.32", "order": 56, "type": "text", "bbox": { "l": 152.7, "t": 681.3, "r": 301.5, "b": 629.1 }, "text": "4\" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS." }, { "id": "p13.33", "order": 57, "type": "text", "bbox": { "l": 151.2, "t": 621, "r": 308.1, "b": 541.8 }, "text": "2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 1.5\" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5" }, { "id": "p13.34", "order": 58, "type": "figure", "bbox": { "l": 321.9, "t": 601.5, "r": 708.9, "b": 398.1 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" } }, { "id": "p13.35", "order": 59, "type": "text", "bbox": { "l": 150, "t": 537.6, "r": 304.2, "b": 503.4 }, "text": "3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT." }, { "id": "p13.36", "order": 60, "type": "heading", "bbox": { "l": 146.7, "t": 497.7, "r": 296.4, "b": 484.8 }, "text": "4. ALL TRENCHES TO BE SAW CUT.", "level": 3 }, { "id": "p13.37", "order": 61, "type": "heading", "bbox": { "l": 243.9, "t": 397.8, "r": 325.2, "b": 384.6 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.38", "order": 62, "type": "text", "bbox": { "l": 256.5, "t": 378.9, "r": 731.7, "b": 356.7 }, "text": "UNSUITABLE MATERIAL ENCOUNTERED BENEATH THE TRENCH TO BE REMOVED TO A DEPTH DETERMINED BY THE ENGINEER. REFER TO THE TECHNICAL SPECIFICATIONS FOR DETAILED PIPE BEDDING REQUIREMENTS." }, { "id": "p13.39", "order": 63, "type": "list", "bbox": { "l": 243.6, "t": 350.1, "r": 726, "b": 279.6 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p13.39.1", "order": 64, "type": "list_item", "bbox": { "l": 245.7, "t": 350.1, "r": 695.4, "b": 326.7 }, "text": "SUITABLE BACK FILL TO BE THOROUGHLY COMPACTED IN 6\" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).", "marker": "2." }, { "id": "p13.39.2", "order": 65, "type": "list_item", "bbox": { "l": 243.6, "t": 321.3, "r": 578.4, "b": 306.9 }, "text": "AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.", "marker": "3." }, { "id": "p13.39.3", "order": 66, "type": "list_item", "bbox": { "l": 244.5, "t": 301.2, "r": 726, "b": 279.6 }, "text": "THE CONTRACTOR MUST DEWATER PRIOR TO PLACING THE PIPE IF WET TRENCH CONDITIONS ARE FOUND. THE PIPE MUST REMAIN IN DRY CONDITIONS UNTIL BACKFILLED.", "marker": "4." } ] }, { "id": "p13.40", "order": 67, "type": "heading", "bbox": { "l": 378, "t": 274.5, "r": 610.2, "b": 257.7 }, "text": "TRENCH RESTORATION DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.41", "order": 68, "type": "text", "bbox": { "l": 478.5, "t": 256.5, "r": 514.2, "b": 244.8 }, "text": "1\"=1'-0\"" }, { "id": "p13.42", "order": 69, "type": "figure", "bbox": { "l": 732, "t": 1107.9, "r": 1192.8, "b": 756.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "18\"\nMUELLER BRONZE SERVICE\nSADDLE PVC, C900 DR14 =\nCONCRETE\nMUELLER H-13000 A.C.P., 2\" D.I.P.\nMUELLER BR2B\n1\" SERVICES ON DUCTILE IRON\nWATER MAIN PIPE REQUIRE DIRECT TAP\nWATER SERVICE CONNECTION\n3/8\"=1'-0\"" } }, { "id": "p13.43", "order": 70, "type": "figure", "bbox": { "l": 1262.7, "t": 1056.3, "r": 2203.5, "b": 602.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "TYPICAL\nANY VALVE (WATER OR FORCE MAIN)\nINSTALLED OUTSIDE OF ASPHALT AREAS\nTHRUST BLOCK\nMUST BE CONSTRUCTED WITH A 2'x2'x6\"\nCONCRETE COLLAR AROUND IT.\nMEGALUGS IN PLACE 6\" M.J. GATE VALVE CONCRETE BLOCK\nOF TIE RODS TYPICAL MUELLER A-2360 TYPICAL\nWATER MAIN VALVE FIRE HYDRANT\n3/8\"=1'-0\" SCALE: 3/8\"=1'-0\"" }, "children": [ { "id": "p13.43.1", "order": 71, "type": "text", "bbox": { "l": 1473.6, "t": 828.6, "r": 1596, "b": 783.9 }, "text": "MUELLER TYPE H-10314\nCURB BOX WITH\nSTATIONARY ROD, LID & FOOT PIECE OR EQUAL" }, { "id": "p13.43.2", "order": 72, "type": "caption", "bbox": { "l": 1401.3, "t": 769.8, "r": 1574.4, "b": 756.3 }, "text": "MUELLER CORP. — GOOSE NECK BEND", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p13.44", "order": 73, "type": "figure", "bbox": { "l": 770.7, "t": 573, "r": 1343.1, "b": 122.4 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p13.44.1", "order": 74, "type": "text", "bbox": { "l": 1143, "t": 579.3, "r": 1343.7, "b": 454.8 }, "text": "BINGHAM & TAYLOR 5-1/4\" NO.\n4908 VALVE BOX TOP SECTION\nAND COVER SIZE NO. 54-S OR\nEQUAL LID MARKED \"WATER\" SET\nON 6\" OF 3/4\" STONE\nCURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB. CURB BOX IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. SHOULD NO CURBING EXIST, THE AUTHORITY WILL DETERMINE WHETHER OR NOT A 2'X2'X6\" CONCRETE COLLAR WILL BE CONSTRUCTED" } ] }, { "id": "p13.45", "order": 75, "type": "heading", "bbox": { "l": 1463.7, "t": 586.2, "r": 1702.8, "b": 570.3 }, "text": "WATER SERVICE CONNECTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.46", "order": 76, "type": "caption", "bbox": { "l": 1563.6, "t": 566.4, "r": 1597.5, "b": 556.2 }, "text": "3/8\"=1'-0", "attrs": { "block_label": "figure_title" } }, { "id": "p13.47", "order": 77, "type": "figure", "bbox": { "l": 1393.8, "t": 515.4, "r": 1671.6, "b": 133.5 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p13.48", "order": 78, "type": "text", "bbox": { "l": 1554.9, "t": 509.7, "r": 1686.9, "b": 469.8 }, "text": "BUFFALO TYPE VALVE BOX\nBINGHAM & TAYLOR MODEL NO.\n4908 2 PIECE, 5 1/4\" SHAFT LID\nMARKED \"WATER\"" }, { "id": "p13.49", "order": 79, "type": "heading", "bbox": { "l": 1449, "t": 112.8, "r": 1605, "b": 97.5 }, "text": "WATER MAIN VALVE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.50", "order": 80, "type": "text", "bbox": { "l": 1505.7, "t": 95.1, "r": 1548, "b": 85.2 }, "text": "3/8\" = 1'-0\"" }, { "id": "p13.51", "order": 81, "type": "heading", "bbox": { "l": 1966.2, "t": 586.2, "r": 2124.9, "b": 569.4 }, "text": "WATER MAIN VALVE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.52", "order": 82, "type": "figure", "bbox": { "l": 1761.3, "t": 514.2, "r": 2249.1, "b": 88.2 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p13.52.1", "order": 83, "type": "text", "bbox": { "l": 1764.6, "t": 496.5, "r": 1889.7, "b": 435 }, "text": "4' X 3/8\" FIBERGLASS MARKER\nWITH RED & WHITE\nREFLECTIVE BANDING & _____\nSTAINLESS STEEL\nSPRING; HY-VIZ INC. OR\nEQUAL" } ] }, { "id": "p13.53", "order": 84, "type": "figure", "bbox": { "l": 2267.7, "t": 1416, "r": 2555.4, "b": 1128.9 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENS@PDS-NJ.COM\nGRAHAM J. MACFARLANE, PE, PP,\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #6104\nGRAHAM@PDS-NJ.COM\nSTEVEN METELSKI, JR., PLS\nN.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTEVENM@PDS-NJ.COM\nWILLIAM A. 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"order": 95, "type": "text", "bbox": { "l": 2379.9, "t": 225.3, "r": 2452.5, "b": 193.8 }, "text": "UTILITY FOR" }, { "id": "p13.62.3", "order": 96, "type": "text", "bbox": { "l": 2339.1, "t": 188.1, "r": 2490.6, "b": 147.6 }, "text": "TAX BLOCK 22203\nTAX LOT 11" } ] }, { "id": "p13.63", "order": 97, "type": "table", "bbox": { "l": 2355.3, "t": 124.5, "r": 2553.3, "b": 107.7 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 1, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p13.63.1", "order": 98, "type": "table_cell", "bbox": { "l": 2355.3, "t": 124.5, "r": 2553.3, "b": 107.7 }, "text": "TOWNSHIP OF JACKSON", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p13.64", "order": 99, "type": "table", "bbox": { "l": 2265, "t": 104.7, "r": 2554.2, "b": 35.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p13.64.1", "order": 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}, { "id": "p13.65", "order": 114, "type": "footnote", "bbox": { "l": 1895.7, "t": 1578, "r": 2004, "b": 1537.2 }, "text": "CONCRETE THRUST BLOCK BACK TO VIRGIN GROUND 3500 PSI CONCRETE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.66", "order": 115, "type": "footnote", "bbox": { "l": 149.4, "t": 972.9, "r": 297, "b": 921.6 }, "text": "1. 6\" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.67", "order": 116, "type": "footnote", "bbox": { "l": 440.7, "t": 764.1, "r": 703.2, "b": 729.3 }, "text": "COUNTY ROAD TRENCH RESTORATION\n1\"=1'-0\"\nPIPE BEDDING\nSEE GENERAL\nNOTE #1", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.68", "order": 117, "type": "footnote", "bbox": { "l": 1026, "t": 819.6, "r": 1131.3, "b": 790.5 }, "text": "PLUG REQUIRED PRIOR\nTO BUILDING SEWER\nINSTALLATION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.69", "order": 118, "type": "footnote", "bbox": { "l": 874.5, "t": 779.7, "r": 971.1, "b": 756.6 }, "text": "3/4\" STONE BETWEEN\n— VIRGIN GROUND AND\nPIPE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.70", "order": 119, "type": "footnote", "bbox": { "l": 830.4, "t": 753, "r": 1157.4, "b": 692.4 }, "text": "TE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & MUA. CLEAN-OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. SHOULD NO CURBING EXIST, THE AUTHORITY WILL DETERMINE WHETHER OR NOT A 2'x2'x6\" CONCRETE COLLAR WILL BE CONSTRUCTED.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.71", "order": 120, "type": "footnote", "bbox": { "l": 870.6, "t": 698.4, "r": 1070.7, "b": 681.3 }, "text": "SEWER SERVICE LATERAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.72", "order": 121, "type": "footnote", "bbox": { "l": 952.2, "t": 678.3, "r": 989.4, "b": 667.2 }, "text": "3/8\"=1'-0\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.73", "order": 122, "type": "footnote", "bbox": { "l": 1659.3, "t": 1056.3, "r": 1859.7, "b": 929.4 }, "text": "BINGHAM & TAYLOR 5-1/4\" NO.\n4908 VALVE BOX TOP SECTION\nAND COVER SIZE NO. 54-S OR\nEQUAL LID MARKED \"WATER\" SET\nON 6\" OF 3/4\" STONE\nCURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB. CURB BOX IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. SHOULD NO CURBING EXIST, THE AUTHORITY WILL DETERMINE WHETHER OR NOT A 2'X2'X6\" CONCRETE COLLAR WILL BE CONSTRUCTED", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.74", "order": 123, "type": "footnote", "bbox": { "l": 1450.5, "t": 1013.4, "r": 1487.4, "b": 1001.7 }, "text": "VARIES", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.75", "order": 124, "type": "footnote", "bbox": { "l": 2068.8, "t": 983.4, "r": 2205.9, "b": 945.3 }, "text": "BUFFALO TYPE VALVE BOX\nBINGHAM & TAYLOR MODEL NO.\n4908 2 PIECE, 5 1/4\" SHAFT LID\nMARKED \"WATER\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.76", "order": 125, "type": "footnote", "bbox": { "l": 1410.6, "t": 957.9, "r": 1517.4, "b": 935.7 }, "text": "SAW CUT \"W\" IN CURB\nTO LOCATE SERVICE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.77", "order": 126, "type": "footnote", "bbox": { "l": 1807.2, "t": 926.7, "r": 1858.5, "b": 914.4 }, "text": "SIDEWALK", "attrs": { 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IT.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.82", "order": 131, "type": "footnote", "bbox": { "l": 1659, "t": 642.6, "r": 1734.6, "b": 630 }, "text": "CONCRETE BLOCK", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.83", "order": 132, "type": "footnote", "bbox": { "l": 1554, "t": 619.2, "r": 1680.3, "b": 597.9 }, "text": "1\" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.84", "order": 133, "type": "footnote", "bbox": { "l": 1353.9, "t": 606.6, "r": 1421.1, "b": 596.4 }, "text": "WATER MAIN", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.85", "order": 134, "type": "footnote", "bbox": { "l": 927.9, "t": 541.5, "r": 968.4, "b": 529.2 }, "text": "VARIES", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.86", "order": 135, "type": "footnote", "bbox": { "l": 1287.9, "t": 453.9, "r": 1334.7, "b": 442.5 }, "text": "SIDEWALK", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.87", "order": 136, "type": "footnote", "bbox": { "l": 950.1, "t": 354.3, "r": 1062, "b": 311.4 }, "text": "MUELLER TYPE H-10314\nCURB BOX WITH\nSTATIONARY ROD, LID & FOOT PIECE OR EQUAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.88", "order": 137, "type": "footnote", "bbox": { "l": 1130.7, "t": 277.2, "r": 1262.4, "b": 244.5 }, "text": "GROUND KEY CURB STOP &\n- DRAIN, MUELLER 15201, 15209\nORISEAL, FORD Z22 OR EQUAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.89", "order": 138, "type": "footnote", "bbox": { "l": 1031.7, "t": 146.7, "r": 1156.2, "b": 126.9 }, "text": "1\" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.90", "order": 139, "type": "footer", "bbox": { "l": 946.2, "t": 113.4, "r": 1185.9, "b": 97.2 }, "text": "WATER SERVICE CONNECTION", "attrs": { "block_label": "footer" } }, { "id": "p13.91", "order": 140, "type": "footer", "bbox": { "l": 1052.4, "t": 93.6, "r": 1086.6, "b": 82.8 }, "text": "'8''=1'-0''", "attrs": { "block_label": "number" } }, { "id": "p13.92", "order": 141, "type": "footnote", "bbox": { "l": 1445.4, "t": 174.9, "r": 1620.9, "b": 135 }, "text": "ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6\" CONCRETE COLLAR AROUND IT.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.93", "order": 142, "type": "footnote", "bbox": { "l": 2026.8, "t": 566.4, "r": 2064.9, "b": 556.5 }, "text": "3/8\"=1'-0\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.94", "order": 143, "type": "footnote", "bbox": { "l": 1829.4, "t": 329.4, "r": 2005.2, "b": 310.2 }, "text": "", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.95", "order": 144, "type": "footnote", "bbox": { "l": 1816.2, "t": 129.3, "r": 1913.4, "b": 108.9 }, "text": "MEGALUGS IN PLACE OF TIE RODS TYPICAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.96", "order": 145, "type": "footer", "bbox": { "l": 1929.6, "t": 111, "r": 2044.5, "b": 94.5 }, "text": "FIRE HYDRANT", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.97", "order": 146, "type": "footer", "bbox": { "l": 1964.1, "t": 91.2, "r": 2032.2, "b": 79.8 }, "text": "CALE: 3/8\"=1'-0\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.98", "order": 147, "type": "footnote", "bbox": { "l": 2365.8, "t": 1125.3, "r": 2455.5, "b": 1094.4 }, "text": "KEY MAP\nSCALE: 1\" = 2000'", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }