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B: 2508 - L: 5\nB: 2508 - L: 6\n443 ATLANTIC CITY BLVD JOHN K REVELL & LIESEL J TREACY A&A TRUCK PARTS INC\nBEACHWOOD, NJ 08722 361 W COMMODORE BLVD 80 HENDRICKSON RD\nJACKSON, NJ 08527 JACKSON, NJ 08527", "reading_order": 3 }, { "page": 1, "type": "TITLE", "location": { "l": 121.8, "t": 1571.4, "r": 273, "b": 1557.6 }, "text": "OCEAN COUNTY PLANNING BOARD", "reading_order": 4, "level": 6 }, { "page": 1, "type": "TEXT", "location": { "l": 122.7, "t": 1563.6, "r": 541.8, "b": 1518 }, "text": "129 HOOPER AVE\nTOMS RIVER, NJ 08753\nNJ NATURAL GAS CO\nB: 2508 - L: 19\nCHRISTINE RALLO\n466 LEMING RD\nJACKSON, NJ 08527\nB: 3801 - L: 4\nMATTHEW MOLOKIE\n431 LEMING RD\nJACKSON, NJ 08527", "reading_order": 5 }, { "page": 1, "type": "TEXT", "location": { "l": 119.7, "t": 1533, "r": 366.6, "b": 1509 }, "text": "NJ NATURAL GAS CO\nP.O. BOX 1464\nJACKSON, NJ 08527", "reading_order": 6 }, { "page": 1, "type": "TEXT", "location": { "l": 121.5, "t": 1511.7, "r": 398.4, "b": 1464.6 }, "text": "WALL, NJ 07719\nB: 2501 - L: 13\n360 W COMMODORE LLC\nJCP&L CO\n72 PINTA CT\n300 MADISON AVE\nBRICK, NJ 08723\nMORRISTOWN, NJ 07932", "reading_order": 7 }, { "page": 1, "type": "TEXT", "location": { "l": 447.3, "t": 1511.7, "r": 608.1, "b": 1471.5 }, "text": "B: 2508 - L: 4\nWIROS JAKSARN & MARIA MARTINEZ\n365 W COMMODORE BLVD\nJACKSON, NJ 08527", "reading_order": 8 }, { "page": 1, "type": "TEXT", "location": { "l": 123.9, "t": 1460.7, "r": 547.8, "b": 1372.8 }, "text": "MONMOUTH CABLEVISION ASSOC\n1501 18TH AVE\nWALL, NJ 07719\n\nVERIZON NEW JERSEY INC\n777 PARKWAY AVE\nTRENTON, NJ 08618\n\nB: 2508 - L: 16\nKYLE & ASHLEY L STYBE\n424 LEMING RD\nJACKSON, NJ 08527\n\nB: 3801 - L: 5\nGERALD & SUSAN BURST", "reading_order": 9 }, { "page": 1, "type": "TEXT", "location": { "l": 447, "t": 1464.3, "r": 549, "b": 1371.6 }, "text": "B: 2508 - L: 18\nLEMING RD\nA&A TRUCK PARTS INC\n80 HENDRICKSON RD\nFREEHOLD, NJ 07728\nB: 3801 - L: 2\nDONNA L STINSON\n447 LEMING RD\nJACKSON, NJ 08527", "reading_order": 10 }, { "page": 1, "type": "TEXT", "location": { "l": 122.1, "t": 1449.9, "r": 399.9, "b": 1310.4 }, "text": "MONMOUTH CABLEVISION ASSOC\n1501 18TH AVE\nB: 2508 - L: 16\nWALL, NJ 07719\nKYLE & ASHLEY L STYBE\n424 LEMING RD\nVERIZON NEW JERSEY INC\nJACKSON, NJ 08527\n777 PARKWAY AVE\nTRENTON, NJ 08618\nB: 3801 - L: 5\nGERALD & SUSAN BURST\n425 LEMING RD\nJAMES M SANTOS\nJACKSON, NJ 08527\n439 LEMING RD\nJACKSON, NJ 08527\nB: 2508 - L: 7\nA&A TRUCK PARTS INC\n80 HENDRICKSON RD\nJACKSON, NJ 08527\nB: 2508 - L: 15\nALVERO ALCAIDE", "reading_order": 11 }, { "page": 1, "type": "TEXT", "location": { "l": 117, "t": 1393.8, "r": 416.7, "b": 1193.1 }, "text": "TRENTON, NJ 08618\nB: 3801 - L: 5\nGERALD & SUSAN BURST\nB: 3801 - L: 3\nJAMES M SANTOS\n439 LEMING RD\nJACKSON, NJ 08527\nB: 2508 - L: 3\nA&A TRUCK PARTS INC\nB: 2508 - L: 15\nALVERO ALCAIDE\n420 LEMING RD\nJACKSON, NJ 08527\nB: 2501 - L: 12\nA&A TRUCK PARTS INC\nB: 2501 - L: 12\nA&A TRUCK PARTS INC\nB: 2501 - L: 12\nFREEHOLD, NJ 07728\nB: 2508 - L: 8\n323 WEST COMMODORE LLC\n5 DEBRA WAY\nLAKEWOOD, NJ 08701\nB: 2508 - L: 4\nWIROS JAKSARN & MARIA MARTINEZ\n365 W COMMODORE BLVD\nJACKSON, NJ 08527\nB: 3801 - L: 5\nGERALD & SUSAN BURST\n425 LEMING RD\nJACKSON, NJ 08527\nB: 2508 - L: 7\nA&A TRUCK PARTS INC\nB: 80 HENDRICKSON RD\nJACKSON, NJ 08527\nB: 2501 - L: 3\n340 WEST COMMODORE LLC\nB: 3801 - L: 1\nSCHNELLER-RAND, GINA ETAL\n457 LEMING RD\nJACKSON, NJ 08527\nB: 3801 - L: 1\nLAKEWOOD, NJ 08527", "reading_order": 12 }, { "page": 1, "type": "TEXT", "location": { "l": 447.6, "t": 1367.7, "r": 539.1, "b": 1325.4 }, "text": "B: 2508 - L: 17\nROBERT SLATTERY\n450 LEMING RD\nJACKSON, NJ 08527", "reading_order": 13 }, { "page": 1, "type": "TITLE", "location": { "l": 664.8, "t": 1684.2, "r": 1705.2, "b": 1572 }, "text": "PRELIMINARY & FINAL MAJOR SITE PLAN\nFOR", "reading_order": 14, "level": 1 }, { "page": 1, "type": "TITLE", "location": { "l": 886.2, "t": 1554.6, "r": 1483.5, "b": 1501.5 }, "text": "BLOCK 2508 - LOT 6 & 7", "reading_order": 15, "level": 2 }, { "page": 1, "type": "TITLE", "location": { "l": 977.1, "t": 1476, "r": 1395, "b": 1437 }, "text": "TOWNSHIP OF JACKSON", "reading_order": 16, "level": 3 }, { "page": 1, "type": "TITLE", "location": { "l": 834, "t": 1424.1, "r": 1110.9, "b": 1388.1 }, "text": "OCEAN COUNTY", "reading_order": 17, "level": 3 }, { "page": 1, "type": "TITLE", "location": { "l": 1309.2, "t": 1424.7, "r": 1533.3, "b": 1387.2 }, "text": "NEW JERSEY", "reading_order": 18, "level": 3 }, { "page": 1, "type": "FIGURE", "location": { "l": 755.4, "t": 1384.5, "r": 1612.2, "b": 617.7 }, "text": "", "reading_order": 19 }, { "page": 1, "type": "TEXT", "location": { "l": 1145.1, "t": 640.2, "r": 1227, "b": 614.4 }, "text": "KEY MAP SCALE: 1\" = 200'", "reading_order": 20 }, { "page": 1, "type": "TEXT", "location": { "l": 83.1, "t": 230.7, "r": 104.4, "b": 33.6 }, "text": "KRISTIN 7/26/24\nH:\\PROJECTS\\323608 < 323608 S01 COVER >", "reading_order": 21 }, { "page": 1, "type": "TEXT", "location": { "l": 76.5, "t": 112.5, "r": 98.4, "b": 34.8 }, "text": "KRISTIN 7/26/24\nH:\\PROJECTS\\3236", "reading_order": 22 }, { "page": 1, "type": "TEXT", "location": { "l": 124.2, "t": 270, "r": 627, "b": 207.3 }, "text": "APPROVED AS PRELIMINARY & FINAL MAJOR SITE PLAN WITH USE VARIANCE TO DEVELOP A COMMERCIAL PARKING & STORAGE AREA FOR BLOCK 2508, LOTS 6, 7, & 18 BY THE JACKSON TOWNSHIP ZONING BOARD OF ADJUSTMENT VIA RESOLUTION NO. _____ DATED.", "reading_order": 23 }, { "page": 1, "type": "TABLE", "location": { "l": 197.7, "t": 154.8, "r": 524.7, "b": 48.6 }, "text": "
BOARD CHAIRMANDATE
BOARD SECRETARYDATE
BOARD ENGINEERDATE
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SHEET INDEXSUPPLEMENTAL DRAWINGS
Sheet No.DescriptionNo. of SheetsDescription
1COVER SHEET1SOIL EROSION & SEDIMENT CONTROL PLANS
2SITE PLAN2WEST COMMODORE BOULEVARD PLANS
3GRADING, STORM DRAINAGE PLAN & UTILITY PLAN3BOUNDARY SURVEY
4LANDSCAPE & LIGHTING PLANLAND USE ZONE
5LANDSCAPE & LIGHTING DETAILSLC LIMITED COMMERCIAL
6CONSTRUCTION DETAILSLM LIGHT INDUSTRIAL/OFFICE/MANUFACTURING
7CONSTRUCTION DETAILSMHP MOBILE HOME PARK
8CONSTRUCTION DETAILSR-1 SINGLE FAMILY RESIDENTIAL (LOW DENSITY)
9PRE-DRAINAGE AREA MAPR-3 RURAL RESIDENTIAL
10POST-DRAINAGE AREA MAPLAND USE
(C) COMMERCIAL
(R) RESIDENTIAL
(P) PUBLIC
(V) VACANT
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470.775, 1505.7, 489.8813 ], "cells": [ { "location": [ 732.6, 470.775, 925.875, 489.8813 ], "text": "2", "html_text": "2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 925.875, 470.775, 1119.15, 489.8813 ], "text": "SITE PLAN", "html_text": "SITE PLAN", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1119.15, 470.775, 1312.425, 489.8813 ], "text": "2", "html_text": "2", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1312.425, 470.775, 1505.7, 489.8813 ], "text": "WEST COMMODORE BOULEVARD PLANS", "html_text": "WEST COMMODORE BOULEVARD PLANS", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, 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"LAND USE ZONE", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 732.6, 413.4563, 1505.7, 432.5625 ], "cells": [ { "location": [ 732.6, 413.4563, 925.875, 432.5625 ], "text": "5", "html_text": "5", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 925.875, 413.4563, 1119.15, 432.5625 ], "text": "LANDSCAPE & LIGHTING DETAILS", "html_text": "LANDSCAPE & LIGHTING DETAILS", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1119.15, 413.4563, 1505.7, 432.5625 ], "text": "LC LIMITED COMMERCIAL", "html_text": "LC LIMITED COMMERCIAL", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 7, "location": [ 732.6, 394.35, 1505.7, 413.4563 ], "cells": [ { "location": [ 732.6, 394.35, 925.875, 413.4563 ], "text": "6", "html_text": "6", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 925.875, 394.35, 1119.15, 413.4563 ], "text": "CONSTRUCTION DETAILS", "html_text": "CONSTRUCTION DETAILS", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1119.15, 394.35, 1505.7, 413.4563 ], "text": "LM LIGHT INDUSTRIAL/OFFICE/MANUFACTURING", "html_text": "LM LIGHT INDUSTRIAL/OFFICE/MANUFACTURING", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": 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TOWNSHIP OF JACKSON
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OCEAN COUNTYNEW JERSEY
SCALE:1" = 40'JOB NUMBER:323608
DRAWN BY:KNLDATE:JULY 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 410
CHECKED BY:WAS
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KEYQTYBOTANICAL NAMECOMMON NAMEHEIGHTCALIPERROOTCOMMENTS
Shade Trees
AR8Acer rubrum 'Franksred' or 'October Glory'Red Sunset or October Glory Red Maple21/2" - 3"B&BLimbed up to 7'
AS9Acer saccharum 'Green Mountain'Green Mountain Sugar Maple21/2"B&BFall Dig Hazard-Spring Planting Only
CC7Carpinus carolinianaAmerican Hornbeam21/2"B&BFall Dig Hazard-Spring Planting Only
QP8Quercus phellosWillow Oak21/2"B&BLimbed up to 7'; Fall Dig Hazard-Spring Planting Only
ZS3Zelkova serrata 'Green Vase'Green Vase Zelkova21/2" - 3"B&BFall Dig Hazard-Spring Planting Only
Evergreen Trees
CJ11Cryptomeria japonica 'Radicans'Japanese Cedar$ 6' - 8' $B&B
CL18Chamaecyparis × Cupressocyparis leylandiiLeyland Cypress$ 6' - 8' $B&B
CT24Chamaecyparis thyoidesAtlantic White Cedar$ 6' - 8' $B&B
IO32Ilex opacaAmerican Holly$ 6' - 8' $B&BPlant 2 'Jersey Knight' as pollinator
PO15Picea omorikaSerbian Spruce$ 6' - 8' $B&B
TO10Thuja Occidentalis 'Smarad'Emerald Green Arborvitae$ 6' - 8' $B&B
TS9Thuja (standish x plicata) 'Green Giant'Green Giant Arborvitae$ 6' - 8' $B&B
Shrubs
CA30Clethra alnifolia 'Ruby Spice'Ruby Spice Summersweet$ 24" - 30" $#5 CONT
CS49Cornus sericeaRedosier Dogwood$ 24" - 30" $#5 CONT
HP9Hydrangea paniculata 'Limelight'Limelight Hardy Hydragea$ 24" - 30" $#5 CONT
IM43Ilex x merserveae 'Blue Princess'Blue Princess Holly$ 30" - 36" $#5 CONTPlant 4 'Blue Prince' as pollinator
IV34Ilex verticillata 'Winter Red'Winter Red Winterberry$ 30" - 36" $#5 CONTPlant 3 'Jim Dandy' as pollinator
SN49Spiraea nipponica 'Snowmound'Snowmound Spirea$ 30" - 36" $#5 CONT
VC34Viburnum carlesiiKorean Spice Viburnum$ 30" - 36" $#5 CONT
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PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTFENM®PDS-N.J.COM", "reading_order": 15 }, { "page": 4, "type": "TEXT", "location": { "l": 2221.2, "t": 1283.1, "r": 2472.9, "b": 1261.2 }, "text": "LANDSCAPE SCHEDULE", "reading_order": 16 }, { "page": 4, "type": "TEXT", "location": { "l": 61.5, "t": 1146.6, "r": 292.8, "b": 1064.1 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073\nNEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400\nIAN M BORDEN, PP", "reading_order": 17 }, { "page": 4, "type": "TEXT", "location": { "l": 42.9, "t": 1003.8, "r": 342.6, "b": 972.9 }, "text": "1 07/26/2024 REVISED AS PER ZONING\nNo. DATE DESCRIPTION", "reading_order": 18 }, { "page": 4, "type": "TEXT", "location": { "l": 731.1, "t": 84, "r": 1011.6, "b": 49.8 }, "text": "17 IV\n9 AS\n17 SN", "reading_order": 19 } ] }, { "page": 5, "items": [ { "page": 5, "type": "TEXT", "location": { "l": 62.7, "t": 1669.5, "r": 102, "b": 1417.5 }, "text": "OWNERSHIP OF DOCUMENTS\nTHIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL 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.", "reading_order": 0 }, { "page": 5, "type": "TEXT", "location": { "l": 83.7, "t": 252.9, "r": 101.7, "b": 34.8 }, "text": "KRISTIN //26/24\nH:\\PROJECTS\\323608 < 363608 S04 LANDSCAPE PLA", "reading_order": 1 }, { "page": 5, "type": "TEXT", "location": { "l": 77.4, "t": 108.3, "r": 97.2, "b": 35.4 }, "text": "KRISTIN 7/26/24\nH·\\PRO1FCTS\\323", "reading_order": 2 }, { "page": 5, "type": "TITLE", "location": { "l": 135.6, "t": 1651.5, "r": 288.9, "b": 1633.8 }, "text": "LANDSCAPE NOTES", "reading_order": 3, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 134.4, "t": 1618.8, "r": 236.1, "b": 1607.7 }, "text": "1 GENERAL NOTES", "reading_order": 4 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150.3, "t": 1601.4, "r": 567, "b": 1576.5 }, "text": "THIS PLAN SHALL BE UTILIZED FOR LANDSCAPE AND TREE SAVE USES ONLY. PLEASE REFER TO SITE PLANS FOR CONSTRUCTION OF SITE IMPROVEMENTS.", "marker": "A.", "list_id": "L2", "level": 0, "reading_order": 5 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150.9, "t": 1571.1, "r": 443.7, "b": 1557.9 }, "text": "ALL TREES ARE DRAWN TO THEIR ANTICIPATED MATURE DRIPLINE.", "marker": "B.", "list_id": "L2", "level": 0, "reading_order": 6 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150.3, "t": 1552.2, "r": 569.7, "b": 1520.7 }, "text": "CONTRACTOR SHALL EXAMINE DRAWINGS AND REQUEST A MARKOUT OF FIELD CONDITIONS FOR SPECIFIC LOCATIONS OF UTILITIES, STRUCTURES, ETC. NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, IN REFERENCE TO DISCREPANCIES OR LOCATION CONFLICTS.", "marker": "C.", "list_id": "L2", "level": 0, "reading_order": 7 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 151.2, "t": 1514.1, "r": 561.6, "b": 1490.7 }, "text": "IN THE EVENT THAT PLANT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANTING SCHEDULE, THE PLAN SHALL SUPERSEDE.", "marker": "D.", "list_id": "L2", "level": 0, "reading_order": 8 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 151.8, "t": 1483.5, "r": 572.4, "b": 1435.2 }, "text": "ALL PLANTING MATERIAL AND METHODS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE MUNICIPAL ORDINANCES OF THE TOWNSHIP OF JACKSON AND ANSI Z-60.1 (CURRENT VERSION), \"THE AMERICAN STANDARD FOR NURSERY STOCK,\" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. IN THE EVENT OF CONFLICT BETWEEN A.A.N. AND MUNICIPAL STANDARDS, THE MUNICIPAL REQUIREMENTS SHALL SUPERCEDE.", "marker": "E.", "list_id": "L2", "level": 0, "reading_order": 9 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 157.2, "t": 1428, "r": 569.4, "b": 1328.7 }, "text": "ALL LANDSCAPING SHALL BE PLANTED SO AS TO NOT INTERFERE WITH UTILITY LINES, SIGHT TRIANGLES, UNDERGROUND UTILITIES, PUBLIC WALKWAYS OR OTHER EXISTING OR PROPOSED STRUCTURES. ALL PLANT MATERIAL PROPOSED WITHIN THE REQUIRED SIGHT DISTANCES OR SIGHT TRIANGLES ARE SELECTED SO AS TO NOT EXCEED A MATURE HEIGHT GREATER THAN 30\" ABOVE THE ELEVATION OF THE ADJACENT ROADWAY. STREET TREES AND SHADE TREES PLANTED NEAR PEDESTRIAN OR VEHICULAR ACCESSES, OR WITHIN REQUIRED SIGHT DISTANCES / SIGHT TRIANGLE EASEMENTS SHALL NOT BE BRANCHED ANY LOWER THAN 7'-0\" ABOVE GRADE, AND MUST BE APPROPRIATELY PRUNED. NO WOODY PLANTS, EXCEPT GROUNDCOVERS, ARE TO HAVE THEIR CENTERS CLOSER THAN 36\" TO THE BACK OF THE CURB. NO STREET TREES ARE TO BE PLANTED IN SIGHT TRIANGLES IN ACCORDANCE WITH JACKSON TOWNSHIP ORDINANCE.", "list_id": "L2", "level": 0, "reading_order": 10 }, { "page": 5, "type": "TITLE", "location": { "l": 146.7, "t": 1321.8, "r": 211.5, "b": 1310.1 }, "text": "2. PLANTING", "reading_order": 11, "level": 6 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 147.9, "t": 1303.8, "r": 506.7, "b": 1291.2 }, "text": "SOIL MUST BE FROST-FREE, FRIABLE AND NOT MUDDY AT THE TIME OF PLANTING.", "marker": "A.", "list_id": "L3", "level": 0, "reading_order": 12 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 147, "t": 1284, "r": 563.7, "b": 1243.2 }, "text": "BACKFILL MATERIAL FOR PLANTING PITS SHALL BE COMPOSED OF 70% TOPSOIL, 20% FULLY COMPOSTED COW OR HORSE MANURE AND 10% PEAT MOSS. TOPSOIL SHALL MEET NJDOT 2007 STANDARD SPECIFICATIONS SECTION 917.01, AND MAY BE FROM ON-SITE OR IMPORTED SOURCES. SOIL SHALL CONTAIN NO ACIDIC MARL, NOR ANY LARGE STONES.", "marker": "B.", "list_id": "L3", "level": 0, "reading_order": 13 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 148.8, "t": 1236.3, "r": 573.3, "b": 1165.5 }, "text": "PLANTS SHALL BE SET TO ULTIMATE FINISHED GRADE SO THAT THEY WILL BE LEFT IN THE RELATIONSHIP TO THE SURROUNDING GROUND AS THEY HAD, PRIOR TO BEING DUG. IF EVIDENCE OF SATURATED SOILS IS ENCOUNTERED DURING EXCAVATION OF THE PLANTING PITS, UPON DIRECTION BY THE ENGINEER, PLANTS SHALL BE SET SO THAT THEIR ROOT CROWNS ARE APPROXIMATELY THREE INCHES ABOVE THE FINAL GRADE, WITH TOPSOIL AND MULCH GENTLY MOUNDED TO AVOID EXCESSIVE DRYING AT THE SURFACE. UNDER NO CIRCUMSTANCES SHALL PLANTINGS AT RELATIVELY DRY LOCATIONS BE PERFORMED IN A MOUNDED MANNER.", "marker": "C.", "list_id": "L3", "level": 0, "reading_order": 14 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150.3, "t": 1158.6, "r": 572.1, "b": 1126.2 }, "text": "THE CORD BINDING THE BALL OF ALL BALLED AND BURLAPPED (B&B) PLANTS SHALL BE CUT AND REMOVED, AND BURLAP ON THE UPPER 1/3 OF THE ROOT BALL SHALL BE REMOVED. PLANTS WITH SYNTHETIC NON-DEGRADEABLE ROOT BALL WRAPS SHALL NOT BE ACCEPTABLE.", "marker": "D.", "list_id": "L3", "level": 0, "reading_order": 15 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 167.7, "t": 1119.9, "r": 418.5, "b": 1108.5 }, "text": "ALL WIRE BASKETS MUST BE REMOVED PRIOR TO PLANTING.", "list_id": "L3", "level": 0, "reading_order": 16 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 163.5, "t": 1099.2, "r": 566.1, "b": 1050.6 }, "text": "ALL PROPOSED TREES SHALL BE SET IN BEDS MULCHED TO THE LIMIT OF THEIR PLANTING PITS. EXCEPT AS NOTED ALL OTHER TYPES OF PLANTINGS SHALL BE SET IN CONTINUOUS, MASSED PLANTING BEDS, RATHER THAN ISOLATED INDIVIDUALS. ALL TREE AND SHRUB BEDS SHALL RECEIVE A 3\" THICK APPLICATION OF A THOROUGHLY COMPOSTED ORGANIC MULCH FREE FROM ANY OBJECTIONABLE OR FOREIGN MATERIALS.", "list_id": "L3", "level": 0, "reading_order": 17 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150.6, "t": 1044.3, "r": 564.9, "b": 992.4 }, "text": "THE MULCH AT THE OUTER PERIMETER OF PLANTING PITS AND BEDS SHALL BE PREPARED SO THAT A 2\" HIGH RIM TO RETAIN MOISTURE IS CONSTRUCTED. THE THICKNESS OF THE MULCH SHALL BE FEATHERED WITHIN 3\" OF STEMS OR TRUNK, SO THAT NO MULCH IS IN DIRECT PHYSICAL CONTACT WITH THE PLANTS' BRANCHING OR TRUNKS. PLANTING OF GROUNDCOVERS MAY BE SUBSTITUTED FOR MULCH IN PARKING LOT ISLANDS.", "marker": "G.", "list_id": "L3", "level": 0, "reading_order": 18 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 151.2, "t": 985.2, "r": 567, "b": 963.9 }, "text": "TREES SHALL NOT BE GUYED, EXCEPT IF AND WHERE REQUIRED BY THE MUNICIPALITY; WHEREIN TREES GREATER THAN FIVE FEET IN HEIGHT MAY BE STAKED AND GUYED PER THE DETAILS.", "marker": "H.", "list_id": "L3", "level": 0, "reading_order": 19 }, { "page": 5, "type": "TITLE", "location": { "l": 147.9, "t": 957.6, "r": 240, "b": 945 }, "text": "3. PLANT MATERIAL", "reading_order": 20, "level": 6 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 147.6, "t": 938.1, "r": 563.4, "b": 897 }, "text": "NO PLANT SUBSTITUTION SHALL BE ALLOWED WITH REGARD TO SIZE, SPECIES, NAMED VARIETY OR CULTIVAR, WITHOUT PRIOR PERMISSION FROM THE TOWNSHIP TREE SPECIALIST. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE TOWNSHIP TREE SPECIALIST FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.", "marker": "A.", "list_id": "L4", "level": 0, "reading_order": 21 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 149.4, "t": 891.3, "r": 566.4, "b": 866.7 }, "text": "ALL PLANTS SHALL BE DUG, PACKED, TRANSPORTED AND HANDLED WITH THE UTMOST CARE TO ENSURE ADEQUATE PROTECTION FROM INJURY DESICCATION.", "marker": "B.", "list_id": "L4", "level": 0, "reading_order": 22 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 153.3, "t": 860.7, "r": 554.4, "b": 838.8 }, "text": "ALL PLANTS SHALL BE FREE FROM DISEASE AND INFESTATION, AND ALL LEGALLY REQUIRED AGRICULTURAL CERTIFICATIONS.", "marker": "C.", "list_id": "L4", "level": 0, "reading_order": 23 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150.9, "t": 831, "r": 567.6, "b": 791.4 }, "text": "ALL PLANTS SHALL BE PRUNED TO ENHANCE VIGOR PRIOR TO, OR UPON INSTALLATION, WHILE RETAINING NATURAL GROWTH HABIT OF THE PLANTS. THE CENTRAL LEADER SHALL NOT BE CUT; PLANTS PROVIDED IN THIS CONDITION SHALL NOT BE ACCEPTED. DAMAGED, BROKEN OR CONFLICTING BRANCHES SHALL BE PRUNED CLEANLY, FLUSH WITH THE MAIN TRUNK OR BRANCH.", "marker": "D.", "list_id": "L4", "level": 0, "reading_order": 24 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 148.2, "t": 784.5, "r": 563.7, "b": 753 }, "text": "ALL PLANTS SHALL BE NURSERY-GROWN AND TAGGED WITH A DURABLE LABEL INDICATING THE GENUS, SPECIES, SPECIFIED VARIETY OR CULTIVAR, PLANT PATENT NUMBER (IF A PATENTED TREE), AS WELL AS CULTURAL REQUIREMENTS, INCLUDING WATERING AND FERTILIZATION.", "marker": "E.", "list_id": "L4", "level": 0, "reading_order": 25 }, { "page": 5, "type": "TITLE", "location": { "l": 150.9, "t": 744.6, "r": 229.2, "b": 733.5 }, "text": "4. MAINTENANCE", "reading_order": 26, "level": 6 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 148.2, "t": 726.6, "r": 547.2, "b": 704.7 }, "text": "ALL PLANTING SHALL BE WATERED AS NECESSARY FOR SOUND HORTICULTURAL PRACTICE DURING THE FIRST GROWING SEASON, TO ENSURE THEIR PROPER ESTABLISHMENT.", "marker": "A.", "list_id": "L5", "level": 0, "reading_order": 27 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 148.2, "t": 698.1, "r": 556.5, "b": 664.8 }, "text": "IN GENERAL, SHRUBS ARE TO BE PLANTED AT INTERVALS WHICH WILL ALLOW THEM TO FULLY DEVELOP INTO CONTINUOUS MASSES OF THE INDIVIDUAL SPECIES. SHEARING OR SHAPING IS ONLY REQUIRED OR DESIRABLE WHERE DEAD OR CONFLICTING BRANCHING DEVELOPS.", "marker": "B.", "list_id": "L5", "level": 0, "reading_order": 28 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 152.1, "t": 658.8, "r": 573.9, "b": 608.4 }, "text": "STAKING SHALL BE ATTACHED TO THE TREE WITH TWELVE GAUGE GALVANIZED WIRE COVERED WITH RUBBER OR PLASTIC HOSE, OR TREE TIES ESPECIALLY MANUFACTURED FOR THIS PURPOSE. THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH AND PREVENT GIRDLING FOR TWO YEARS, BUT SHALL BE TIGHTLY BOUND TO THE STAKE TO PREVENT SLIPPING.", "marker": "C.", "list_id": "L5", "level": 0, "reading_order": 29 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 153.9, "t": 600.9, "r": 566.1, "b": 560.1 }, "text": "EACH TREE SHALL BE WRAPPED WITH AN EXPANDABLE PAPER OR CLOTH TREATED TO LAST ONE YEAR. THIS WRAP SHALL EXTEND FROM THE GROUND LEVEL UP THE TRUNK TO THE FIRST BRANCHES. THIS WRAP SHOULD BE ATTACHED OR FASTENED AT EACH END WITH A MATERIAL THAT WILL PERMIT TREE GROWTH.", "marker": "D.", "list_id": "L5", "level": 0, "reading_order": 30 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 151.8, "t": 554.1, "r": 560.4, "b": 513.6 }, "text": "A PERMANENT IRRIGATION SYSTEM SHALL BE INSTALLED TO ENSURE PROPER ESTABLISHMENT AND MAINTENANCE OF ALL PLANTINGS. THE APPLICANT SHOULD ADDRESS THE BOARD REGARDING THEIR PLANS TO INSTALL A PRIVATE WELL TO PROVIDE IRRIGATION WATER TO THE SITE.", "marker": "E.", "list_id": "L5", "level": 0, "reading_order": 31 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150, "t": 505.8, "r": 509.7, "b": 493.5 }, "text": "A PRIVATE WELL SHALL BE PROVIDED TO SUPPLY IRRIGATION WATER TO THE SITE.", "marker": "F.", "list_id": "L5", "level": 0, "reading_order": 32 }, { "page": 5, "type": "TITLE", "location": { "l": 150.3, "t": 485.4, "r": 241.5, "b": 473.1 }, "text": "5. MISCELLANEOUS", "reading_order": 33, "level": 6 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 151.2, "t": 468, "r": 570.9, "b": 397.2 }, "text": "NO TOPSOIL SHALL BE REMOVED FROM THE SITE OR USED AS SPOIL. TOPSOIL MOVED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED SO AS TO PROVIDE AT LEAST FOUR (4) INCHES OF SPREAD COVER TO ALL SEEDING AND PLANTING AREAS OF THE SITE AND SHALL BE STABILIZED BY SEEDING OR PLANTING. IN THE EVENT THAT THE QUANTITY OF TOPSOIL AT THE SITE IS INSUFFICIENT TO PROVIDE FOUR (4) INCHES OF COVER FOR ALL SEEDING AND PLANTING AREAS, THE DEVELOPER SHALL PROVIDE SUCH A COVER. TOPSOIL SHALL BE APPROVED BY THE TOWNSHIP ENGINEER.", "marker": "D.", "list_id": "L6", "level": 0, "reading_order": 34 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150.6, "t": 392.1, "r": 562.5, "b": 359.4 }, "text": "TOPSOIL SHALL BE PROVIDED ON ALL LAWN AND PLANTING AREAS. TOPSOIL SHALL EITHER BE EXISTING MATERIAL THAT HAS BEEN STRIPPED AND STOCKPILED FOR REUSE OR NEWLY FURNISHED MATERIAL.", "marker": "E.", "list_id": "L6", "level": 0, "reading_order": 35 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 148.5, "t": 352.8, "r": 556.5, "b": 339.3 }, "text": "STREET AND PARKING LOT TREES SHALL HAVE NO BRANCHES LOWER THAN 7' ABOVE GRADE.", "marker": "F.", "list_id": "L6", "level": 0, "reading_order": 36 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 150, "t": 333, "r": 564.3, "b": 311.1 }, "text": "ALL DEAD OR SEVERELY DECLINING PLANTS SHALL BE REPLANTED WITHIN THE NEXT GROWING SEASON DURING PERFORMANCE AND MAINTENANCE BOND PERIODS.", "marker": "G.", "list_id": "L6", "level": 0, "reading_order": 37 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 149.4, "t": 305.7, "r": 568.5, "b": 264 }, "text": "THE TREE PROTECTION FENCING SHALL BE INSTALLED AND APPROVED BY THE TOWNSHIP TREE SPECIALIST PRIOR TO ANY CLEARING OR EXCAVATION. TREE FENCING TO REMAIN UNTIL PROTECTION AUTHORIZED TO BE REMOVED BY THE TOWNSHIP TREE SPECIALIST OR AFTER THE FINAL CERTIFICATE OF OCCUPANCY IS ISSUED.", "marker": "H.", "list_id": "L6", "level": 0, "reading_order": 38 }, { "page": 5, "type": "TITLE", "location": { "l": 1385.1, "t": 1684.8, "r": 1601.7, "b": 1671.9 }, "text": "DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE", "reading_order": 39, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 1380.6, "t": 1677.9, "r": 1606.2, "b": 1615.2 }, "text": "ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NEVER CUT CENTRAL LEADER OR TRUNK.", "reading_order": 40 }, { "page": 5, "type": "FIGURE", "location": { "l": 607.2, "t": 1654.8, "r": 1087.5, "b": 1176.6 }, "text": "", "reading_order": 41 }, { "page": 5, "type": "TEXT", "location": { "l": 932.4, "t": 1641.3, "r": 1056, "b": 1630.2 }, "text": "TREE PROTECTION FENCING", "reading_order": 42 }, { "page": 5, "type": "FIGURE", "location": { "l": 2088.6, "t": 1638.3, "r": 2206.5, "b": 1579.5 }, "text": "", "reading_order": 43 }, { "page": 5, "type": "TEXT", "location": { "l": 2097, "t": 1568.1, "r": 2189.1, "b": 1556.4 }, "text": "- - - - - -", "reading_order": 44 }, { "page": 5, "type": "TITLE", "location": { "l": 1691.4, "t": 1626.3, "r": 1887.6, "b": 1594.5 }, "text": "Ordering Number Logic\nEvolve™ LED Scalable Area Light (EASB)", "reading_order": 45, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 951.3, "t": 1622.7, "r": 1034.7, "b": 1611.3 }, "text": "CANOPY/DRIPLINE", "reading_order": 46 }, { "page": 5, "type": "FIGURE", "location": { "l": 1140, "t": 1606.2, "r": 1609.8, "b": 1265.4 }, "text": "", "reading_order": 47 }, { "page": 5, "type": "TITLE", "location": { "l": 1383.3, "t": 1606.2, "r": 1582.5, "b": 1594.8 }, "text": "SET ROOT BALL FLUSH TO GRADE. IN POORLY", "reading_order": 48, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 1375.2, "t": 1600.2, "r": 1615.8, "b": 1436.7 }, "text": "DRAINING SOILS, SET ROOT BALL SEVERAL INCHES HIGHER THAN GRADE. AFTER SETTLEMENT, TREE SHALL BE PLUMB AND BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT DID TO ITS NURSERY AND FIELD GROWN GRADE. CAREFULLY CUT AND REMOVE BURLAP AND TWINE FROM TOP 1/3 OF ROOT BALL, AND/OR CAREFULLY CUT TOP BANDS OF WIRE BASKET FROM TOP 1/3 OF ROOT BALL.\n\n— TWO 2\"x2\" MINIMUM STAKES PLACED OUTSIDE HOLE, DRIVEN 2' MINIMUM INTO UNDISTURBED SOIL, PLACED IN LINE WITH PREVAILING WINDS. ATTACH TO TREE WITH A DOUBLE STRAND OF #12 GAUGE GALVANIZED WIRE COVERED BY RUBBER OR PLASTIC HOSE WHERE THE WIRE COMES INTO CONTACT WITH THE TREE, OR TREE TIES ESPECIALLY MANUFACTURED FOR THIS PURPOSE. SEE NOTE 2", "reading_order": 49 }, { "page": 5, "type": "TEXT", "location": { "l": 963, "t": 1599.3, "r": 987.9, "b": 1589.7 }, "text": "UNK", "reading_order": 50 }, { "page": 5, "type": "TEXT", "location": { "l": 1692.6, "t": 1580.1, "r": 1759.8, "b": 1560.9 }, "text": "EAS B\n___", "reading_order": 51 }, { "page": 5, "type": "FIGURE", "location": { "l": 1690.5, "t": 1554.3, "r": 2207.4, "b": 1326.6 }, "text": "", "reading_order": 52 }, { "page": 5, "type": "FIGURE", "location": { "l": 693.3, "t": 1483.8, "r": 850.2, "b": 1469.4 }, "text": "", "reading_order": 53 }, { "page": 5, "type": "TEXT", "location": { "l": 716.4, "t": 1445.7, "r": 862.2, "b": 1423.5 }, "text": "ཀཱ་ཤཱིནྟཾ་ཀུ་རུ་སྭཱཧཱ།", "reading_order": 54 }, { "page": 5, "type": "TITLE", "location": { "l": 869.1, "t": 1482.3, "r": 906.9, "b": 1472.7 }, "text": "NOTES:", "reading_order": 55, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 876.3, "t": 1473.6, "r": 985.5, "b": 1463.4 }, "text": "AVOID ROOT DAMAGE.", "reading_order": 56 }, { "page": 5, "type": "TEXT", "location": { "l": 880.8, "t": 1467.3, "r": 1097.1, "b": 1435.5 }, "text": "FENCING SHALL BE INSTALLED AND APPROVED BY THE TOWNSHIP TREE SPECIALIST PRIOR TO ANY CLEARING OR EXCAVATION.", "reading_order": 57 }, { "page": 5, "type": "TEXT", "location": { "l": 878.7, "t": 1434, "r": 1104, "b": 1393.2 }, "text": "TREE FENCING TO REMAIN UNTIL PROTECTION\nAUTHORIZED TO BE REMOVED BY THE TOWNSHIP\nTREE SPECIALIST OR AFTER THE FINAL CERTIFICATE\nOF OCCUPANCY IS ISSUED.", "reading_order": 58 }, { "page": 5, "type": "TITLE", "location": { "l": 1387.2, "t": 1421.7, "r": 1573.5, "b": 1401.3 }, "text": "MULCH 4\" MINIMUM; DO NOT PLACE MULCH IN\nCONTACT WITH TREE TRUNK", "reading_order": 59, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 1384.5, "t": 1395.3, "r": 1605.6, "b": 1339.8 }, "text": "PACKED SAUCER SHALL BE 4\" HIGHER THAN FINISHED GRADE. SAUCERS ON SLOPES SHALL BE LEVEL AT THE TOP & PERPENDICULAR TO THE TREE TRUNK CUT & REMOVE BURLAP AND STRING FROM TOP 1/3 OF ROOT BALL", "reading_order": 60 }, { "page": 5, "type": "TEXT", "location": { "l": 953.4, "t": 1340.4, "r": 1044.6, "b": 1294.2 }, "text": "6' HIGH, 2\" STEEL\n'U' CHANNEL OR\n2\"X2\" TIMBER POSTS, MAXIMUM 6' ON CENTER\nORANGE PLASTIC MESH CONSTRUCTION FENCE - MINIMUM 4' HEIGHT", "reading_order": 61 }, { "page": 5, "type": "TEXT", "location": { "l": 1386.3, "t": 1334.7, "r": 1607.4, "b": 1313.1 }, "text": "PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME", "reading_order": 62 }, { "page": 5, "type": "FIGURE", "location": { "l": 1686.9, "t": 1322.7, "r": 2205.9, "b": 920.7 }, "text": "", "reading_order": 63 }, { "page": 5, "type": "TEXT", "location": { "l": 1388.1, "t": 1301.4, "r": 1493.4, "b": 1289.1 }, "text": "COMPACTED SUBGRADE", "reading_order": 64 }, { "page": 5, "type": "FIGURE", "location": { "l": 1155.3, "t": 1284.9, "r": 1368.9, "b": 1271.4 }, "text": "", "reading_order": 65 }, { "page": 5, "type": "TEXT", "location": { "l": 1380, "t": 1281.6, "r": 1608.9, "b": 1250.1 }, "text": "- PLANTING HOLE SHALL BE A MINIMUM OF 12\" LARGER IN DIAMETER AND 6\" DEEPER THAN THE SOIL BALL OR ROOT MASS", "reading_order": 66 }, { "page": 5, "type": "TITLE", "location": { "l": 1133.4, "t": 1247.7, "r": 1161, "b": 1236.6 }, "text": "NOTE", "reading_order": 67, "level": 6 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1134.9, "t": 1243.5, "r": 1528.2, "b": 1212.4 }, "text": "EACH TREE SHALL BE WRAPPED WITH AN EXPANDABLE PAPER OR CLOTH TREATED TO LAST ONE YEAR. THE WRAP SHALL EXTEND FROM THE GROUND LEVEL UP THE TRUNK TO THE FIRST BRANCHES. THE WRAP SHALL BE ATTACHED OR FASTENED AT EACH END WITH A MATERIAL THAT WILL PERMIT TREE GROWTH.", "marker": "1.", "list_id": "L7", "level": 0, "reading_order": 68 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1134.9, "t": 1212.4, "r": 1528.2, "b": 1181.3 }, "text": "THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH AND PREVENT GIRDLING FOR TWO YEARS, BUT SHALL BE TIGHTLY BOUND TO THE STAKE TO PREVENT SLIPPING.", "marker": "2.", "list_id": "L7", "level": 0, "reading_order": 69 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1134.9, "t": 1181.3, "r": 1528.2, "b": 1150.2 }, "text": "ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.", "marker": "3.", "list_id": "L7", "level": 0, "reading_order": 70 }, { "page": 5, "type": "TEXT", "location": { "l": 952.8, "t": 1236, "r": 1035, "b": 1211.1 }, "text": "USE 8\" WIRE 'U' TO SECURE FENCE BOTTOM", "reading_order": 71 }, { "page": 5, "type": "TEXT", "location": { "l": 954, "t": 1200.9, "r": 1029.6, "b": 1181.7 }, "text": "3 OF POST HEIGHT BELOW GROUND", "reading_order": 72 }, { "page": 5, "type": "TITLE", "location": { "l": 672, "t": 1171.5, "r": 892.2, "b": 1155 }, "text": "TREE PROTECTION FENCING", "reading_order": 73, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 747.6, "t": 1152.6, "r": 810.3, "b": 1142.1 }, "text": "NOT TO SCALE", "reading_order": 74 }, { "page": 5, "type": "TITLE", "location": { "l": 1231.5, "t": 1141.2, "r": 1357.8, "b": 1125.3 }, "text": "TREE PLANTING", "reading_order": 75, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 1260, "t": 1120.8, "r": 1320.9, "b": 1110.6 }, "text": "NOT TO SCALE", "reading_order": 76 }, { "page": 5, "type": "TEXT", "location": { "l": 910.8, "t": 1093.2, "r": 1101, "b": 1005.6 }, "text": "DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NEVER CUT CENTRAL LEADER OR TRUNK.", "reading_order": 77 }, { "page": 5, "type": "FIGURE", "location": { "l": 633.6, "t": 1092, "r": 908.4, "b": 695.1 }, "text": "", "reading_order": 78 }, { "page": 5, "type": "FIGURE", "location": { "l": 1250.7, "t": 1083, "r": 1499.1, "b": 1060.8 }, "text": "", "reading_order": 79 }, { "page": 5, "type": "TITLE", "location": { "l": 914.1, "t": 988.2, "r": 1046.4, "b": 967.8 }, "text": "FINISHED GRADE AT CROWN OF ROOT BALL", "reading_order": 80, "level": 5 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 911.7, "t": 960, "r": 1105.2, "b": 938.7 }, "text": "MULCH 4\" MINIMUM; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK", "marker": "-", "list_id": "L8", "level": 0, "reading_order": 81 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 904.2, "t": 933, "r": 1165.5, "b": 902.7 }, "text": "— PACKED SAUCER SHALL BE 4\" HIGHER THAN FINISHED GRADE. SAUCERS ON SLOPES SHALL BE LEVEL AT THE TOP AND PERPENDICULAR TO THE TREE TRUNK", "list_id": "L8", "level": 0, "reading_order": 82 }, { "page": 5, "type": "TEXT", "location": { "l": 1775.4, "t": 925.2, "r": 2205.9, "b": 914.1 }, "text": "Rating values for B and G are based on rated lumens and may vary due to flux tolerances. *Contact Manufacturer for 347-480v IES file numbers.", "reading_order": 83 }, { "page": 5, "type": "TEXT", "location": { "l": 906.3, "t": 897.3, "r": 1153.5, "b": 820.5 }, "text": "TWO 2\"x2\" MINIMUM STAKES PLACED OUTSIDE HOLE, DRIVEN 2' MINIMUM INTO UNDISTURBED SOIL, PLACED IN LINE WITH PREVAILING WINDS. ATTACH TO TREE WITH A DOUBLE STRAND OF #12 GAUGE GALVANIZED WIRE COVERED BY RUBBER OR PLASTIC HOSE WHERE THE WIRE COMES INTO CONTACT WITH THE TREE, OR TREE TIES ESPECIALLY MANUFACTURED FOR THIS PURPOSE. SEE NOTE 1", "reading_order": 84 }, { "page": 5, "type": "TEXT", "location": { "l": 1469.4, "t": 873.9, "r": 1488.3, "b": 775.8 }, "text": "SEE MOUNTING HEIGHT", "reading_order": 85 }, { "page": 5, "type": "TEXT", "location": { "l": 913.2, "t": 812.1, "r": 1110, "b": 773.7 }, "text": "CUT AND REMOVE BURLAP AND STRING FROM TOP 1/3 OF ROOT BALL; ALL WIRE BASKETS TO BE REMOVED PRIOR TO BACKFILLING OF THE PLANTING PIT", "reading_order": 86 }, { "page": 5, "type": "FIGURE", "location": { "l": 634.8, "t": 808.8, "r": 903.6, "b": 691.2 }, "text": "", "reading_order": 87 }, { "page": 5, "type": "TEXT", "location": { "l": 914.4, "t": 770.1, "r": 1080.6, "b": 741.3 }, "text": "PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME", "reading_order": 88 }, { "page": 5, "type": "TEXT", "location": { "l": 1265.4, "t": 758.4, "r": 1328.1, "b": 745.8 }, "text": "HANDHOLE", "reading_order": 89 }, { "page": 5, "type": "FIGURE", "location": { "l": 1189.8, "t": 744.3, "r": 2225.7, "b": 112.2 }, "text": "", "reading_order": 90 }, { "page": 5, "type": "TEXT", "location": { "l": 913.5, "t": 735.3, "r": 1077.3, "b": 693.6 }, "text": "PLANTING HOLE SHALL BE A MINIMUM OF 12\" LARGER IN DIAMETER AND 6\" DEEPER THAN THE SOIL BALL OR ROOT MASS", "reading_order": 91 }, { "page": 5, "type": "TEXT", "location": { "l": 912.3, "t": 693.3, "r": 1013.7, "b": 683.4 }, "text": "COMPACTED SUBGRADE", "reading_order": 92 }, { "page": 5, "type": "TEXT", "location": { "l": 635.4, "t": 688.5, "r": 669, "b": 678.9 }, "text": "NOTE:", "reading_order": 93 }, { "page": 5, "type": "TEXT", "location": { "l": 636.6, "t": 683.4, "r": 1002.6, "b": 669.6 }, "text": "THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH", "reading_order": 94 }, { "page": 5, "type": "TEXT", "location": { "l": 635.4, "t": 678, "r": 987.3, "b": 627.6 }, "text": "1. THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROW AND PREVENT GIRDLING FOR TWO YEARS, BUT SHALL BE TIGHTLY BOUND TO THE STAKE TO PREVENT SLIPPING.\n2. ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.", "reading_order": 95 }, { "page": 5, "type": "TITLE", "location": { "l": 719.7, "t": 621.9, "r": 948.6, "b": 605.7 }, "text": "EVERGREEN TREE PLANTING", "reading_order": 96, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 815.4, "t": 605.7, "r": 843, "b": 596.4 }, "text": "NTS", "reading_order": 97 }, { "page": 5, "type": "TEXT", "location": { "l": 1244.7, "t": 519.3, "r": 1421.7, "b": 503.4 }, "text": "POLE MOUNTED LIGHT", "reading_order": 98 }, { "page": 5, "type": "FIGURE", "location": { "l": 609.3, "t": 518.7, "r": 1178.4, "b": 324.6 }, "text": "", "reading_order": 99 }, { "page": 5, "type": "TEXT", "location": { "l": 1321.2, "t": 500.4, "r": 1351.2, "b": 489.6 }, "text": "NTS", "reading_order": 100 }, { "page": 5, "type": "TEXT", "location": { "l": 1708.2, "t": 414, "r": 1773.6, "b": 398.4 }, "text": "50' BUFFER", "reading_order": 101 }, { "page": 5, "type": "TEXT", "location": { "l": 1036.8, "t": 340.5, "r": 1137.6, "b": 324 }, "text": "SCARIFY BOTTOM OF BED\nTO BIND WITH NEW SOIL", "reading_order": 102 }, { "page": 5, "type": "TEXT", "location": { "l": 620.4, "t": 325.8, "r": 647.4, "b": 316.8 }, "text": "NOTES", "reading_order": 103 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 618.3, "t": 316.5, "r": 1024.5, "b": 295.74 }, "text": "PREPARED SOIL MIX: LOOSEN EXISTING SOIL IN ENTIRE PLANTING BED TO DEPTH SHOWN ON DETAIL. AMEND EXISTING SOIL AS REQUIRED TO PRODUCE A SATISFACTORY TOPSOIL OR SUPPLY WITH IMPORTED TOPSOIL TO RAISE GRADES AND MIX AS SPECIFIED", "marker": "1.", "list_id": "L9", "level": 0, "reading_order": 104 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 618.3, "t": 295.74, "r": 1024.5, "b": 274.98 }, "text": "ALL TREE BEDS SHALL PERCOLATE. NOTIFY ARCHITECT IF SUBSOIL CONDITIONS PREVENT WATER PERCOLATION.", "marker": "2.", "list_id": "L9", "level": 0, "reading_order": 105 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 618.3, "t": 274.98, "r": 1024.5, "b": 254.22 }, "text": "SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT DID TO ITS NURSERY FIELD GROWN GRADE.", "marker": "3.", "list_id": "L9", "level": 0, "reading_order": 106 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 618.3, "t": 254.22, "r": 1024.5, "b": 233.45999999999998 }, "text": "FOR CONTAINER-GROWN SHRUBS, USE FINGER OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCULATE THE PERIMETER OF THE CONTAINER.", "marker": "4.", "list_id": "L9", "level": 0, "reading_order": 107 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 618.3, "t": 233.45999999999998, "r": 1024.5, "b": 212.7 }, "text": "ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP", "marker": "5.", "list_id": "L9", "level": 0, "reading_order": 108 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 621.3, "t": 224.4, "r": 1028.7, "b": 206.1 }, "text": "ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.", "marker": "5.", "list_id": "L9", "level": 0, "reading_order": 109 }, { "page": 5, "type": "TITLE", "location": { "l": 723.3, "t": 189.9, "r": 922.5, "b": 175.2 }, "text": "SHRUB PLANTING DETAIL", "reading_order": 110, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 805.8, "t": 172.8, "r": 867.3, "b": 160.2 }, "text": "NOT TO SCALE", "reading_order": 111 }, { "page": 5, "type": "TEXT", "location": { "l": 1929, "t": 136.8, "r": 1983.9, "b": 123.3 }, "text": "@40' OC", "reading_order": 112 }, { "page": 5, "type": "TITLE", "location": { "l": 1186.2, "t": 87.6, "r": 1363.2, "b": 69.3 }, "text": "BUFFER SECTION", "reading_order": 113, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 1186.5, "t": 66, "r": 1266, "b": 52.8 }, "text": "SCALE: 1\" = 5'", "reading_order": 114 }, { "page": 5, "type": "FIGURE", "location": { "l": 2264.7, "t": 1417.5, "r": 2553.6, "b": 1128.3 }, "text": "", "reading_order": 115 }, { "page": 5, "type": "TEXT", "location": { "l": 2278.2, "t": 1125.3, "r": 2545.8, "b": 1108.35 }, "text": "KEY MAP", "reading_order": 116 }, { "page": 5, "type": "TEXT", "location": { "l": 2278.2, "t": 1108.35, "r": 2545.8, "b": 1091.4 }, "text": "SCALE: 1\" = 2000'", "reading_order": 117 }, { "page": 5, "type": "FIGURE", "location": { "l": 2264.7, "t": 944.7, "r": 2556.9, "b": 725.1 }, "text": "", "reading_order": 118 }, { "page": 5, "type": "TITLE", "location": { "l": 2324.7, "t": 721.8, "r": 2506.5, "b": 690.3 }, "text": "PDS", "reading_order": 119, "level": 3 }, { "page": 5, "type": "TITLE", "location": { "l": 2283.3, "t": 689.4, "r": 2549.7, "b": 671.7 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 120, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 2272.5, "t": 669.9, "r": 2547.6, "b": 297.6 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES\n1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073\nNEW JERSEY STATE BOARD OF P.E. & L.S.\nCERTIFICATE OF AUTHORIZATION NO. 24GA28125400\n\nIAN M BORDEN, PP\nN.J. 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"page": 6, "type": "TEXT", "location": { "l": 261, "t": 1680.3, "r": 400.5, "b": 1663.8 }, "text": "RADIUS =1\" CURBING NOTES:", "reading_order": 0 }, { "page": 6, "type": "TEXT", "location": { "l": 1439.7, "t": 1681.8, "r": 1488.9, "b": 1659.6 }, "text": "FABC-1\nSURFACE", "reading_order": 1 }, { "page": 6, "type": "TEXT", "location": { "l": 58.2, "t": 1677.3, "r": 107.7, "b": 1414.5 }, "text": "OWNERSHIP OF DOCUMENTS\nTHIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DESIGN SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROHIBITED IN THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 2 }, { "page": 6, "type": "FIGURE", "location": { "l": 101.7, "t": 1676.7, "r": 462.9, "b": 1483.2 }, "text": "", "reading_order": 3 }, { "page": 6, "type": "FIGURE", "location": { "l": 116.7, "t": 1671.3, "r": 314.4, "b": 1508.4 }, "text": "", "reading_order": 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THE EXPANSION JOINT SHALL BE FILLED WITH PRE-FORMED BITUMINOUS IMPREGNATED JOINT FILER (AASHTO M-213). RECESSED ¼\" FROM FACE AND TOP OF CURB.", "reading_order": 5 }, { "page": 6, "type": "FIGURE", "location": { "l": 494.7, "t": 1647.6, "r": 1131.3, "b": 1495.8 }, "text": "", "reading_order": 6 }, { "page": 6, "type": "FIGURE", "location": { "l": 1207.2, "t": 1662.9, "r": 1433.1, "b": 1536.9 }, "text": "", "reading_order": 7 }, { "page": 6, "type": "TEXT", "location": { "l": 1203.9, "t": 1512.6, "r": 1423.2, "b": 1472.7 }, "text": "P1 PAVEMENT HEAVY DUTY\nBITUMINOUS", "reading_order": 8 }, { "page": 6, "type": "TEXT", "location": { "l": 1437.9, "t": 1670.7, "r": 1518, "b": 1554.9 }, "text": "COURSE\nCOMPACTED BITUMINOUS STABILIZED BASE COURSE\nNJ DOT\nDENSE GRADED AGGREGATE\nCOMPACTED", "reading_order": 9 }, { "page": 6, "type": "FIGURE", "location": { "l": 1570.2, "t": 1630.2, "r": 2242.8, "b": 1188.6 }, "text": "", "reading_order": 10 }, { "page": 6, "type": "TEXT", "location": { "l": 1848.9, "t": 1611.9, "r": 2055.3, "b": 1600.8 }, "text": "FABRIC FLUSH WITH TC", "reading_order": 11 }, { "page": 6, "type": "TEXT", "location": { "l": 1052.7, "t": 1610.4, "r": 1115.4, "b": 1588.5 }, "text": "PAVEMENT SURFACE", "reading_order": 12 }, { "page": 6, "type": "TEXT", "location": { "l": 1440.3, "t": 1567.2, "r": 1527.3, "b": 1539.3 }, "text": "COMPACTED\nNATIVE GRANULAR\nSOIL.", "reading_order": 13 }, { "page": 6, "type": "TEXT", "location": { "l": 325.2, "t": 1524.9, "r": 464.7, "b": 1491.6 }, "text": "2. CURB AND SIDEWALK SHALL CONSIST OF 4,500 PSI CONCRETE AT 28 DAYS.", "reading_order": 14 }, { "page": 6, "type": "TEXT", "location": { "l": 183.9, "t": 1493.7, "r": 234.3, "b": 1476.3 }, "text": "8\"", "reading_order": 15 }, { "page": 6, "type": "TEXT", "location": { "l": 1066.2, "t": 1496.7, "r": 1092.9, "b": 1478.4 }, "text": "8\"", "reading_order": 16 }, { "page": 6, "type": "TEXT", "location": { "l": 607.8, "t": 1478.7, "r": 849.9, "b": 1453.2 }, "text": "DEPRESSED CONCRETE CURB", "reading_order": 17 }, { "page": 6, "type": "TEXT", "location": { "l": 1011, "t": 1472.1, "r": 1151.7, "b": 1428.6 }, "text": "CONCRETE CURB\nSECTION DETAIL\n1/2\"=1'-0\"", "reading_order": 18 }, { "page": 6, "type": "TEXT", "location": { "l": 144.6, "t": 1467.3, "r": 362.1, "b": 1441.5 }, "text": "CONCRETE CURB VERTICAL", "reading_order": 19 }, { "page": 6, "type": "TEXT", "location": { "l": 217.8, "t": 1446.6, "r": 290.1, "b": 1433.4 }, "text": "SCALE:1\"=1'-0\"", "reading_order": 20 }, { "page": 6, "type": "FIGURE", "location": { "l": 142.5, "t": 1420.5, "r": 764.4, "b": 1232.1 }, "text": "", "reading_order": 21 }, { "page": 6, "type": "FIGURE", "location": { "l": 1205.1, "t": 1442.1, "r": 1445.7, "b": 1287.9 }, "text": "", "reading_order": 22 }, { "page": 6, "type": "FIGURE", "location": { "l": 831.3, "t": 1403.1, "r": 1152.9, "b": 1281.3 }, "text": "", "reading_order": 23 }, { "page": 6, "type": "TEXT", "location": { "l": 836.7, "t": 1279.5, "r": 1060.8, "b": 1248.9 }, "text": "CONCRETE APRON SECTION\nSCALE: 1\"=1'-0\"", "reading_order": 24 }, { "page": 6, "type": "TEXT", "location": { "l": 1068.9, "t": 1417.5, "r": 1152.6, "b": 1309.2 }, "text": "NJDOT CLASS B\nCONCRETE 4,500\nPSI\n6 x 6-W1.4 x\nW1.4 WELDED\nWIRE MESH\n1 1\" DIA. STONE\nBLEND QUARRY\nPROCESSED\nSUB BASE", "reading_order": 25 }, { "page": 6, "type": "TEXT", "location": { "l": 769.2, "t": 1346.1, "r": 804, "b": 1243.2 }, "text": "JOINT\nAS SPECEFIED", "reading_order": 26 }, { "page": 6, "type": "TEXT", "location": { "l": 1217.7, "t": 1290.6, "r": 1430.7, "b": 1248.6 }, "text": "P2 PAVEMENT LIGHT DUTY\nBITUMINOUS", "reading_order": 27 }, { "page": 6, "type": "FIGURE", "location": { "l": 216.3, "t": 1220.4, "r": 764.4, "b": 1141.2 }, "text": "", "reading_order": 28 }, { "page": 6, "type": "FIGURE", "location": { "l": 1011.9, "t": 1191.6, "r": 1428.9, "b": 842.7 }, "text": "", "reading_order": 29 }, { "page": 6, "type": "TEXT", "location": { "l": 1099.5, "t": 827.1, "r": 1428.3, "b": 806.7 }, "text": "LEFTHAND - VERTICAL PIVOT GATE (VPG)", "reading_order": 30 }, { "page": 6, "type": "FIGURE", "location": { "l": 1455.9, "t": 1187.7, "r": 1663.5, "b": 852.3 }, "text": "", "reading_order": 31 }, { "page": 6, "type": "TEXT", "location": { "l": 1855.2, "t": 1161, "r": 2001.3, "b": 1142.1 }, "text": "CHAINLINK FENCE", "reading_order": 32 }, { "page": 6, "type": "FIGURE", "location": { "l": 1715.4, "t": 1135.2, "r": 2136.9, "b": 886.5 }, "text": "", "reading_order": 33 }, { "page": 6, "type": "TEXT", "location": { "l": 1848.3, "t": 876.9, "r": 1997.1, "b": 849.6 }, "text": "HC PARKING SIGN\nNTS", "reading_order": 34 }, { "page": 6, "type": "TEXT", "location": { "l": 355.8, "t": 1039.2, "r": 600.6, "b": 1008 }, "text": "CONCRETE SIDE WALK DETAIL\nSCALE: 3/8\"=1'-0\"", "reading_order": 35 }, { "page": 6, "type": "FIGURE", "location": { "l": 157.2, "t": 897.6, "r": 1017.6, "b": 572.1 }, "text": "", "reading_order": 36 }, { "page": 6, "type": "FIGURE", "location": { "l": 1111.8, "t": 752.4, "r": 1658.7, "b": 591.6 }, "text": "", "reading_order": 37 }, { "page": 6, "type": "FIGURE", "location": { "l": 1698.3, "t": 753.3, "r": 2239.2, "b": 594.6 }, "text": "", "reading_order": 38 }, { "page": 6, "type": "TEXT", "location": { "l": 214.8, "t": 561.3, "r": 434.4, "b": 546.3 }, "text": "2. ALL LETTERS TO BE MINIMUM 6 INCH IN HEIGHT", "reading_order": 39 }, { "page": 6, "type": "FIGURE", "location": { "l": 876.3, "t": 560.1, "r": 1072.8, "b": 474.6 }, "text": "", "reading_order": 40 }, { "page": 6, "type": "TEXT", "location": { "l": 216, "t": 549, "r": 440.4, "b": 533.1 }, "text": "5. BUSINESS NAME & ADDRESS TO BE PROVIDED.", "reading_order": 41 }, { "page": 6, "type": "TEXT", "location": { "l": 293.7, "t": 533.4, "r": 463.5, "b": 502.2 }, "text": "FREESTANDING SIGN NTS", "reading_order": 42 }, { "page": 6, "type": "FIGURE", "location": { "l": 102.9, "t": 503.7, "r": 1075.5, "b": 55.2 }, "text": "", "reading_order": 43 }, { "page": 6, "type": "TEXT", "location": { "l": 408.3, "t": 73.2, "r": 575.7, "b": 53.7 }, "text": "REFUSE ENCLOSURE", "reading_order": 44 }, { "page": 6, "type": "TEXT", "location": { "l": 812.1, "t": 80.1, "r": 1058.4, "b": 59.1 }, "text": "STOP SIGN POST AND FOOTING", "reading_order": 45 }, { "page": 6, "type": "TEXT", "location": { "l": 1365.3, "t": 558.9, "r": 1449, "b": 542.1 }, "text": "PLAN VIEW", "reading_order": 46 }, { "page": 6, "type": "TEXT", "location": { "l": 1158.9, "t": 447.9, "r": 1269.3, "b": 422.1 }, "text": "BARB WIRE SHOWN\nFLAT TOP AVAILABLE)", "reading_order": 47 }, { "page": 6, "type": "TEXT", "location": { "l": 2092.5, "t": 447.9, "r": 2201.7, "b": 422.1 }, "text": "BARB WIRE SHOWN\n(FLAT TOP AVAILABLE)", "reading_order": 48 }, { "page": 6, "type": "FIGURE", "location": { "l": 1105.5, "t": 429.6, "r": 2241.6, "b": 94.2 }, "text": "", "reading_order": 49 }, { "page": 6, "type": "TEXT", "location": { "l": 1342.2, "t": 178.5, "r": 1464.3, "b": 152.1 }, "text": "ELEVATION VIEW\nVIEWED FROM PRIVATE SIDE", "reading_order": 50 }, { "page": 6, "type": "TEXT", "location": { "l": 1886.1, "t": 177.3, "r": 2019.3, "b": 149.4 }, "text": "ELEVATION VIEW\nVIEWED FROM PRIVATE SIDE", "reading_order": 51 }, { "page": 6, "type": "TEXT", "location": { "l": 1450.5, "t": 114.6, "r": 1896.3, "b": 93.3 }, "text": "1) VERTICAL PIVOT GATE TO BE 300 CHAINLINK VPG AS MANUFACTURED BY AUTOGATE GATE & ENTRY SYSTEMS, OR APPROVED EQUAL.", "reading_order": 52 }, { "page": 6, "type": "TEXT", "location": { "l": 1588.8, "t": 72, "r": 1770.3, "b": 54.3 }, "text": "VERTICAL PIVOT GATE", "reading_order": 53 }, { "page": 6, "type": "TEXT", "location": { "l": 1665.6, "t": 50.7, "r": 1692, "b": 39.6 }, "text": "NTS", "reading_order": 54 }, { "page": 6, "type": "FIGURE", "location": { "l": 2265.6, "t": 1419, "r": 2555.4, "b": 1125.3 }, "text": "", "reading_order": 55 }, { "page": 6, "type": "TEXT", "location": { "l": 2366.4, "t": 1125.6, "r": 2456.4, "b": 1094.7 }, "text": "KEY MAP\nSCALE: 1\" = 2000'", "reading_order": 56 }, { "page": 6, "type": "TEXT", "location": { "l": 1918.2, "t": 827.1, "r": 2252.1, "b": 807 }, "text": "RIGHTHAND - VERTICAL PIVOT GATE (VPG)", "reading_order": 57 }, { "page": 6, "type": "FIGURE", "location": { "l": 2265.3, "t": 946.8, "r": 2559.9, "b": 722.4 }, "text": "", "reading_order": 58 }, { "page": 6, "type": "TITLE", "location": { "l": 2286.3, "t": 722.4, "r": 2551.8, "b": 670.8 }, "text": "P D S\nPROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 59, "level": 4 }, { "page": 6, "type": "TEXT", "location": { "l": 2275.2, "t": 675.3, "r": 2549.7, "b": 358.5 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073\nNEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400\nIAN M BORDEN, PP\nN.J. PROFESSIONAL PLANNER LICENSE #33LI00617400\nIBORDEN@PDS-NJ.COM\nWILLIAM A. STEVENS, PE, PP\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #3915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENES@PDS-NJ.COM\nGRAHAM J. MACFARLANE, PE, PP, CME\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", "reading_order": 60 }, { "page": 6, "type": "FIGURE", "location": { "l": 2298.6, "t": 407.7, "r": 2547.6, "b": 295.5 }, "text": "", "reading_order": 61 }, { "page": 6, "type": "TEXT", "location": { "l": 2310.3, "t": 324.6, "r": 2539.5, "b": 284.1 }, "text": "WILLIAM A. STEVENS, III, P.E., P.P.\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394", "reading_order": 62 }, { "page": 6, "type": "TEXT", "location": { "l": 2278.5, "t": 280.5, "r": 2544.9, "b": 263.1 }, "text": "PRELIMINARY & FINAL MAJOR SITE PLANS", "reading_order": 63 }, { "page": 6, "type": "FIGURE", "location": { "l": 2298.3, "t": 280.2, "r": 2534.7, "b": 125.1 }, "text": "", "reading_order": 64 }, { "page": 6, "type": "TEXT", "location": { "l": 2324.7, "t": 190.2, "r": 2505, "b": 139.8 }, "text": "TAX BLOCK 2508\nTAX LOTS 6 & 7", "reading_order": 65 }, { "page": 6, "type": "TEXT", "location": { "l": 2272.8, "t": 127.5, "r": 2552.1, "b": 115.05 }, "text": "TOWNSHIP OF JACKSON", "reading_order": 66 }, { "page": 6, "type": "TEXT", "location": { "l": 2353.5, "t": 131.4, "r": 2478.9, "b": 119.4 }, "text": "TOWNSHIP OF JACKSON", "reading_order": 67 }, { "page": 6, "type": "TEXT", "location": { "l": 2272.8, "t": 115.05, "r": 2552.1, "b": 102.6 }, "text": "OCEAN COUNTY NEW JERSEY", "reading_order": 68 }, { "page": 6, "type": "TABLE", "location": { "l": 2264.1, "t": 106.2, "r": 2556.3, "b": 34.8 }, "text": "
SCALE: AS SHOWNJOB NUMBER: 323608
DRAWN BY: KNLDATE: JULY 17, 2023
DESIGN/CALC'D BY: IMBSHEET: 6
CHECKED BY: WAS
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STORMTECH CHAMBER SPECIFICATIONS", "reading_order": 4, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 135.3, "t": 1348.2, "r": 312, "b": 1337.4 }, "text": "CHAMBERS SHALL BE STORMTECH MC-3500.", "reading_order": 5 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 116.7, "t": 1331.7, "r": 597.6, "b": 1309.8 }, "text": "CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS.", "marker": "2.", "list_id": "L10", "level": 0, "reading_order": 6 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 120.6, "t": 1302.6, "r": 591.6, "b": 1284 }, "text": "CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, \"STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS\" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.", "marker": "3.", "list_id": "L10", "level": 0, "reading_order": 7 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 117.6, "t": 1277.4, "r": 625.5, "b": 1255.8 }, "text": "CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.", "marker": "4.", "list_id": "L10", "level": 0, "reading_order": 8 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 120.6, "t": 1251, "r": 618.3, "b": 1212.9 }, "text": "THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.", "marker": "5.", "list_id": "L10", "level": 0, "reading_order": 9 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 118.5, "t": 1204.8, "r": 619.5, "b": 1161.3 }, "text": "CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, \"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS\". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.", "marker": "6.", "list_id": "L10", "level": 0, "reading_order": 10 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 120.6, "t": 1152.6, "r": 345.6, "b": 1143.3 }, "text": "REQUIREMENTS FOR HANDLING AND INSTALLATION:", "marker": "7.", "list_id": "L10", "level": 0, "reading_order": 11 }, { "page": 8, "type": "TEXT", "location": { "l": 148.2, "t": 1141.5, "r": 580.8, "b": 1125 }, "text": "TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.", "reading_order": 12 }, { "page": 8, "type": "TEXT", "location": { "l": 148.8, "t": 1125, "r": 621.3, "b": 1108.2 }, "text": "TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3\".", "reading_order": 13 }, { "page": 8, "type": "TEXT", "location": { "l": 147.3, "t": 1116, "r": 624.3, "b": 1098 }, "text": "LESS THAN 3\".\nTO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE", "reading_order": 14 }, { "page": 8, "type": "TEXT", "location": { "l": 147.3, "t": 1103.1, "r": 626.1, "b": 1068.9 }, "text": "TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTITUTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.", "reading_order": 15 }, { "page": 8, "type": "TEXT", "location": { "l": 140.1, "t": 1060.5, "r": 623.4, "b": 1039.725 }, "text": "ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:", "reading_order": 16 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 140.1, "t": 1039.725, "r": 623.4, "b": 1018.95 }, "text": "THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.", "marker": "•", "list_id": "L11", "level": 0, "reading_order": 17 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 140.1, "t": 1018.95, "r": 623.4, "b": 998.175 }, "text": "THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.", "marker": "•", "list_id": "L11", "level": 0, "reading_order": 18 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 140.1, "t": 998.175, "r": 623.4, "b": 977.4 }, "text": "THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.", "marker": "•", "list_id": "L11", "level": 0, "reading_order": 19 }, { "page": 8, "type": "TEXT", "location": { "l": 139.5, "t": 973.2, "r": 536.4, "b": 962.7 }, "text": "CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.", "reading_order": 20 }, { "page": 8, "type": "TITLE", "location": { "l": 658.2, "t": 1374.3, "r": 1175.4, "b": 1359.6 }, "text": "IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM", "reading_order": 21, "level": 6 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 657.6, "t": 1353.9, "r": 1169.4, "b": 1332.3 }, "text": "STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.", "marker": "1.", "list_id": "L12", "level": 0, "reading_order": 22 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 659.7, "t": 1327.8, "r": 1113.9, "b": 1307.7 }, "text": "STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE \"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE\".", "marker": "2.", "list_id": "L12", "level": 0, "reading_order": 23 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 659.7, "t": 1300.5, "r": 1096.2, "b": 1289.775 }, "text": "CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS:", "marker": "3.", "list_id": "L12", "level": 0, "reading_order": 24 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 659.7, "t": 1289.775, "r": 1096.2, "b": 1279.05 }, "text": "STONESHOOTER LOCATED OFF THE CHAMBER BED.", "marker": "•", "list_id": "L12", "level": 0, "reading_order": 25 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 659.7, "t": 1279.05, "r": 1096.2, "b": 1268.3249999999998 }, "text": "BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.", "marker": "•", "list_id": "L12", "level": 0, "reading_order": 26 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 659.7, "t": 1268.3249999999998, "r": 1096.2, "b": 1257.6 }, "text": "BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.", "marker": "•", "list_id": "L12", "level": 0, "reading_order": 27 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 659.7, "t": 1250.7, "r": 1038.9, "b": 1239.3 }, "text": "THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.", "marker": "4.", "list_id": "L12", "level": 0, "reading_order": 28 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 662.4, "t": 1233.6, "r": 1007.7, "b": 1222.5 }, "text": "JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE", "marker": "5.", "list_id": "L12", "level": 0, "reading_order": 29 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 655.2, "t": 1217.4, "r": 978.3, "b": 1203.9 }, "text": "SPACING BETWEEN THE CHAMBER ROWS.", "list_id": "L12", "level": 0, "items": [ { "page": 8, "type": "LIST_ITEM", "location": { "l": 663.9, "t": 1200.9, "r": 1083.3, "b": 1188.6 }, "text": "INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12\" (300 mm) INTO CHAMBER END CAPS.", "marker": "7.", "list_id": "L12", "level": 1, "items": [ { "page": 8, "type": "LIST_ITEM", "location": { "l": 671.1, "t": 1184.4, "r": 1151.7, "b": 1161.9 }, "text": "EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4.", "list_id": "L12", "level": 2, "reading_order": 0 } ], "reading_order": 0 } ], "reading_order": 30 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 658.8, "t": 1157.4, "r": 1157.1, "b": 1137.6 }, "text": "STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.", "marker": "9.", "list_id": "L12", "level": 0, "reading_order": 31 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 657.6, "t": 1133.4, "r": 1143.9, "b": 1112.1 }, "text": "THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO SITE DESIGN ENGINEER.", "marker": "10.", "list_id": "L12", "level": 0, "reading_order": 32 }, { "page": 8, "type": "TEXT", "location": { "l": 675.6, "t": 1107.6, "r": 1158, "b": 1088.1 }, "text": "ADS RECOMMENDS THE USE OF \"FLEXSTORM CATCH IT\" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.", "reading_order": 33 }, { "page": 8, "type": "TITLE", "location": { "l": 659.4, "t": 1082.4, "r": 897, "b": 1069.8 }, "text": "NOTES FOR CONSTRUCTION EQUIPMENT", "reading_order": 34, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 670.2, "t": 1061.1, "r": 1115.4, "b": 1046.7 }, "text": "STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE \"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE\"", "reading_order": 35 }, { "page": 8, "type": "TITLE", "location": { "l": 693.6, "t": 1050.3, "r": 783.3, "b": 1040.7 }, "text": "ONSTRUCTION GUIDE", "reading_order": 36, "level": 6 }, { "page": 8, "type": "TITLE", "location": { "l": 674.1, "t": 1035.3, "r": 924.3, "b": 1025.1 }, "text": "THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:", "reading_order": 37, "level": 6 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 675.6, "t": 1026.9, "r": 1160.4, "b": 985.2 }, "text": "NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.\nNO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE \"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE\".\nWEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE \"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE\".", "marker": "·", "list_id": "L13", "level": 0, "reading_order": 38 }, { "page": 8, "type": "TEXT", "location": { "l": 660.9, "t": 976.5, "r": 1172.4, "b": 965.4 }, "text": "3. FULL 36\" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.", "reading_order": 39 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 660.3, "t": 957.6, "r": 1167.9, "b": 932.4 }, "text": "USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE \"DUMP AND PUSH\" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY.", "marker": "1.", "list_id": "L14", "level": 0, "reading_order": 40 }, { "page": 8, "type": "TEXT", "location": { "l": 658.5, "t": 922.2, "r": 1122, "b": 903.6 }, "text": "CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.", "reading_order": 41 }, { "page": 8, "type": "FIGURE", "location": { "l": 130.8, "t": 798, "r": 732.9, "b": 611.7 }, "text": "", "reading_order": 42 }, { "page": 8, "type": "TEXT", "location": { "l": 119.1, "t": 616.8, "r": 255, "b": 605.4 }, "text": "4\" [600 mm] MIN RECOMMENDED)", "reading_order": 43 }, { "page": 8, "type": "TITLE", "location": { "l": 751.8, "t": 865.2, "r": 926.7, "b": 851.1 }, "text": "INSPECTION & MAINTENANCE", "reading_order": 44, "level": 6 }, { "page": 8, "type": "TITLE", "location": { "l": 752.1, "t": 845.4, "r": 975.9, "b": 832.8 }, "text": "STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT", "reading_order": 45, "level": 6 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 786.3, "t": 839.1, "r": 1174.5, "b": 771.45 }, "text": "INSPECTION PORTS (IF r\nA.1. REMOVE/OPEN LID\nA.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED\nA.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG\nA.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)\nA.5. IF SEDIMENT IS AT, OR ABOVE, 3\" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.", "marker": "A.", "list_id": "L15", "level": 0, "reading_order": 46 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 786.3, "t": 771.45, "r": 1174.5, "b": 737.625 }, "text": "ALL ISOLATOR PLUS ROWS\nB.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS\nB.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE", "marker": "B.", "list_id": "L15", "level": 0, "reading_order": 47 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 786.3, "t": 737.625, "r": 1174.5, "b": 726.3499999999999 }, "text": "MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY", "marker": "i)", "list_id": "L15", "level": 0, "reading_order": 48 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 786.3, "t": 726.3499999999999, "r": 1174.5, "b": 703.8 }, "text": "FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE\nR 3 IF SEDIMENT IS AT OR ABOVE 3\" (80 mm) PROCEED TO STEP 2 IF NOT PROCEED TO STEP", "marker": "ii)", "list_id": "L15", "level": 0, "items": [ { "page": 8, "type": "LIST_ITEM", "location": { "l": 800.4, "t": 823.2, "r": 1031.1, "b": 809.1 }, "text": "A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN\nA.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED", "list_id": "L15", "level": 1, "reading_order": 0 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 796.2, "t": 720.3, "r": 1174.2, "b": 708.9 }, "text": "B.3. IF SEDIMENT IS AT, OR ABOVE, 3\" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.", "list_id": "L15", "level": 1, "reading_order": 1 } ], "reading_order": 49 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 768, "t": 693, "r": 1163.1, "b": 673.8 }, "text": "A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45\" (1.1 m) OR MORE IS PREFERRED", "marker": "A.", "list_id": "L15", "level": 0, "items": [ { "page": 8, "type": "LIST_ITEM", "location": { "l": 789, "t": 673.5, "r": 1085.4, "b": 660.9 }, "text": "APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN", "marker": "B.", "list_id": "L15", "level": 1, "reading_order": 0 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 779.7, "t": 662.4, "r": 981.6, "b": 651.9 }, "text": "VACUUM STRUCTURE SUMP AS REQUIRED", "marker": "C.", "list_id": "L15", "level": 1, "reading_order": 1 } ], "reading_order": 50 }, { "page": 8, "type": "TEXT", "location": { "l": 756.3, "t": 647.7, "r": 1146.9, "b": 635.7 }, "text": "STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.", "reading_order": 51 }, { "page": 8, "type": "TEXT", "location": { "l": 764.1, "t": 627.9, "r": 1132.2, "b": 617.4 }, "text": "EP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.", "reading_order": 52 }, { "page": 8, "type": "TITLE", "location": { "l": 754.8, "t": 603, "r": 798.9, "b": 589.8 }, "text": "NOTES", "reading_order": 53, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 763.5, "t": 581.7, "r": 1161.3, "b": 564.3 }, "text": "INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.", "reading_order": 54 }, { "page": 8, "type": "TEXT", "location": { "l": 752.7, "t": 555.6, "r": 1158, "b": 534.9 }, "text": "2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.", "reading_order": 55 }, { "page": 8, "type": "TITLE", "location": { "l": 487.5, "t": 509.1, "r": 843, "b": 489 }, "text": "MC-3500 ISOLATOR ROW PLUS DETAIL", "reading_order": 56, "level": 5 }, { "page": 8, "type": "FIGURE", "location": { "l": 162.9, "t": 468.6, "r": 1156.5, "b": 197.7 }, "text": "", "reading_order": 57 }, { "page": 8, "type": "TEXT", "location": { "l": 204.3, "t": 195.6, "r": 551.7, "b": 181.5 }, "text": "INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.", "reading_order": 58 }, { "page": 8, "type": "TEXT", "location": { "l": 817.5, "t": 180, "r": 1015.2, "b": 168.6 }, "text": "NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL", "reading_order": 59 }, { "page": 8, "type": "TEXT", "location": { "l": 816.9, "t": 171, "r": 1008, "b": 158.1 }, "text": "FOR A PROPER FIT IN END CAP OPENING.", "reading_order": 60 }, { "page": 8, "type": "FIGURE", "location": { "l": 1196.7, "t": 1259.4, "r": 1719.6, "b": 1085.7 }, "text": "", "reading_order": 61 }, { "page": 8, "type": "TEXT", "location": { "l": 1348.2, "t": 1106.4, "r": 1532.7, "b": 1092 }, "text": "(X)", "reading_order": 62 }, { "page": 8, "type": "TEXT", "location": { "l": 1566.3, "t": 1096.2, "r": 1657.2, "b": 1081.2 }, "text": "STALLED, CENTERED OVER CORRUGATION", "reading_order": 63 }, { "page": 8, "type": "TEXT", "location": { "l": 1200, "t": 1077.9, "r": 1386.3, "b": 1027.2 }, "text": "PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6\" (150 mm) PAST CHAMBER", "reading_order": 64 }, { "page": 8, "type": "TITLE", "location": { "l": 1198.2, "t": 985.8, "r": 1227, "b": 975.9 }, "text": "NOTES:", "reading_order": 65, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 1205.1, "t": 978, "r": 1423.8, "b": 949.8 }, "text": "PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION.", "reading_order": 66 }, { "page": 8, "type": "TEXT", "location": { "l": 1205.1, "t": 949.8, "r": 1423.8, "b": 921.6 }, "text": "CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE INLET MUST BE RAISED AS NOT ALL INVERTS ARE POSSIBLE.", "reading_order": 67 }, { "page": 8, "type": "TEXT", "location": { "l": 1429.5, "t": 1065.3, "r": 1483.5, "b": 1055.1 }, "text": "SECTION A-A", "reading_order": 68 }, { "page": 8, "type": "TABLE", "location": { "l": 1428.3, "t": 1039.8, "r": 1722.9, "b": 943.8 }, "text": "
CHAMBERMAX DIAMETER OF INSERTA TEEHEIGHT FROM BASE OF CHAMBER (X)
SC-3106" (150 mm)4" (100 mm)
SC-74010" (250 mm)4" (100 mm)
DC-78010" (250 mm)4" (100 mm)
MC-350012" (300 mm)6" (150 mm)
MC-450012" (300 mm)8" (200 mm)
MC-720012" (300 mm)8" (200 mm)
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"colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1624.7, 957.5143, 1722.9, 971.2286 ], "text": "8\" (200 mm)", "html_text": "8\" (200 mm)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 1428.3, 943.8, 1722.9, 957.5143 ], "cells": [ { "location": [ 1428.3, 943.8, 1526.5, 957.5143 ], "text": "MC-7200", "html_text": "MC-7200", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1526.5, 943.8, 1624.7, 957.5143 ], "text": "12\" (300 mm)", "html_text": "12\" (300 mm)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1624.7, 943.8, 1722.9, 957.5143 ], "text": "8\" (200 mm)", "html_text": "8\" (200 mm)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 7, "n_cols": 3, "ref": "#/tables/1", "reading_order": 69 }, { "page": 8, "type": "TEXT", "location": { "l": 1437, "t": 939.9, "r": 1718.1, "b": 923.4 }, "text": "GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON", "reading_order": 70 }, { "page": 8, "type": "FIGURE", "location": { "l": 1756.2, "t": 1641, "r": 1996.2, "b": 1503 }, "text": "", "reading_order": 71 }, { "page": 8, "type": "TEXT", "location": { "l": 1772.4, "t": 1501.2, "r": 1921.8, "b": 1477.2 }, "text": "UPPER JOINT CORRUGATION\nBUILD ROW IN THIS DIRECTION", "reading_order": 72 }, { "page": 8, "type": "TEXT", "location": { "l": 2082.3, "t": 1642.2, "r": 2235.3, "b": 1622.1 }, "text": "86.0\" (2184 mm) INSTALLED", "reading_order": 73 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SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0"(1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE109.9 CUBIC FEET(3.11 m3)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET(4.96 m3)
WEIGHT134 lbs.(60.8 kg)
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SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2"(1905 mm X 1143 mm X 564 mm)
END CAP STORAGE14.9 CUBIC FEET(0.42 m3)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET(1.28 m3)
WEIGHT49 lbs.(22.2 kg)
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hline (653 mm)", "reading_order": 86 }, { "page": 8, "type": "FIGURE", "location": { "l": 2145.3, "t": 1256.7, "r": 2244.6, "b": 1176.9 }, "text": "", "reading_order": 87 }, { "page": 8, "type": "TABLE", "location": { "l": 1739.7, "t": 1173, "r": 2241.9, "b": 953.1 }, "text": "
PART #STUBBC
MC3500IEPP06T6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B---0.66" (17 mm)
MC3500IEPP08T8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B---0.81" (21 mm)
MC3500IEPP10T10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B---0.93" (24 mm)
MC3500IEPP12T12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B---1.35" (34 mm)
MC3500IEPP15T15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B---1.50" (38 mm)
MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---
MC3500IEPP18TW---1.77" (45 mm)
MC3500IEPP18BC
MC3500IEPP18BW
MC3500IEPP24TC24" (600 mm)14.48" (368 mm)---
MC3500IEPP24TW---2.06" (52 mm)
MC3500IEPP24BC
MC3500IEPP24BW
MC3500IEPP30BC30" (750 mm)---2.75" (70 mm)
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MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIAL CLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENT
DFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS.
CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.AASHTO M1451\\nA-1, A-2-4, A-3\\nOR\\nAASHTO M431\\n3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS.
BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M431\\n3, 4NO COMPACTION REQUIRED.
AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M431\\n3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
", "rows": [ { "row_index": 0, "location": [ 1224.9, 778.68, 2248.5, 819.6 ], "cells": [ { "location": [ 1224.9, 778.68, 1634.34, 819.6 ], "text": "MATERIAL LOCATION", "html_text": "MATERIAL LOCATION", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1634.34, 778.68, 1839.06, 819.6 ], "text": "DESCRIPTION", "html_text": "DESCRIPTION", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1839.06, 778.68, 2043.78, 819.6 ], "text": "AASHTO MATERIAL CLASSIFICATIONS", "html_text": "AASHTO MATERIAL CLASSIFICATIONS", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 2043.78, 778.68, 2248.5, 819.6 ], "text": "COMPACTION / DENSITY REQUIREMENT", "html_text": "COMPACTION / DENSITY REQUIREMENT", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/5" } ], "ref": "#/tables/5" }, { "row_index": 1, "location": [ 1224.9, 737.76, 2248.5, 778.68 ], "cells": [ { "location": [ 1224.9, 737.76, 1429.62, 778.68 ], "text": "D", "html_text": "D", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1429.62, 737.76, 1634.34, 778.68 ], "text": "FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER", "html_text": "FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1634.34, 737.76, 1839.06, 778.68 ], "text": "ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.", "html_text": "ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1839.06, 737.76, 2043.78, 778.68 ], "text": "N/A", "html_text": "N/A", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 2043.78, 737.76, 2248.5, 778.68 ], "text": "PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS.", "html_text": "PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS.", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" } ], "ref": "#/tables/5" }, { "row_index": 2, "location": [ 1224.9, 696.84, 2248.5, 737.76 ], "cells": [ { "location": [ 1224.9, 696.84, 1429.62, 737.76 ], "text": "C", "html_text": "C", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1429.62, 696.84, 1634.34, 737.76 ], "text": "INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24\" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.", "html_text": "INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24\" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1634.34, 696.84, 1839.06, 737.76 ], "text": "GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.", "html_text": "GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1839.06, 696.84, 2043.78, 737.76 ], "text": "AASHTO M1451\nA-1, A-2-4, A-3\nOR\nAASHTO M431\n3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10", "html_text": "AASHTO M1451\nA-1, A-2-4, A-3\nOR\nAASHTO M431\n3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 2043.78, 696.84, 2248.5, 737.76 ], "text": "BEGIN COMPACTIONS AFTER 24\" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12\" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS.", "html_text": "BEGIN COMPACTIONS AFTER 24\" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12\" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS.", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" } ], "ref": "#/tables/5" }, { "row_index": 3, "location": [ 1224.9, 655.92, 2248.5, 696.84 ], "cells": [ { "location": [ 1224.9, 655.92, 1429.62, 696.84 ], "text": "B", "html_text": "B", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1429.62, 655.92, 1634.34, 696.84 ], "text": "EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.", "html_text": "EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1634.34, 655.92, 1839.06, 696.84 ], "text": "CLEAN, CRUSHED, ANGULAR STONE", "html_text": "CLEAN, CRUSHED, ANGULAR STONE", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1839.06, 655.92, 2043.78, 696.84 ], "text": "AASHTO M431\n3, 4", "html_text": "AASHTO M431\n3, 4", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 2043.78, 655.92, 2248.5, 696.84 ], "text": "NO COMPACTION REQUIRED.", "html_text": "NO COMPACTION REQUIRED.", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" } ], "ref": "#/tables/5" }, { "row_index": 4, "location": [ 1224.9, 615, 2248.5, 655.92 ], "cells": [ { "location": [ 1224.9, 615, 1429.62, 655.92 ], "text": "A", "html_text": "A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1429.62, 615, 1634.34, 655.92 ], "text": "FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.", "html_text": "FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1634.34, 615, 1839.06, 655.92 ], "text": "CLEAN, CRUSHED, ANGULAR STONE", "html_text": "CLEAN, CRUSHED, ANGULAR STONE", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 1839.06, 615, 2043.78, 655.92 ], "text": "AASHTO M431\n3, 4", "html_text": "AASHTO M431\n3, 4", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" }, { "location": [ 2043.78, 615, 2248.5, 655.92 ], "text": "PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3", "html_text": "PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/5" } ], "ref": "#/tables/5" } ], "n_rows": 5, "n_cols": 5, "ref": "#/tables/5", "reading_order": 93 }, { "page": 8, "type": "TITLE", "location": { "l": 1210.2, "t": 616.2, "r": 1257.9, "b": 607.8 }, "text": "LEASE NOTE:", "reading_order": 94, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 1209.9, "t": 607.2, "r": 2136, "b": 591 }, "text": "THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: \"CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE\". STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9\" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.", "reading_order": 95 }, { "page": 8, "type": "TEXT", "location": { "l": 1206.3, "t": 592.5, "r": 2249.4, "b": 574.2 }, "text": "3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS", "reading_order": 96 }, { "page": 8, "type": "TEXT", "location": { "l": 1202.7, "t": 574.5, "r": 2226.9, "b": 559.5 }, "text": "4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.", "reading_order": 97 }, { "page": 8, "type": "TITLE", "location": { "l": 1200, "t": 282.9, "r": 1264.8, "b": 266.1 }, "text": "NOTES:", "reading_order": 98, "level": 6 }, { "page": 8, "type": "FIGURE", "location": { "l": 1263.6, "t": 540.3, "r": 2143.2, "b": 281.7 }, "text": "", "reading_order": 99 }, { "page": 8, "type": "TEXT", "location": { "l": 1410, "t": 540, "r": 1644, "b": 525.9 }, "text": "ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL\nAROUND CLEAN CRUSHED ANGULAR STONE IN A & B LAYERS", "reading_order": 100 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1205.7, "t": 262.5, "r": 1895.1, "b": 250.5 }, "text": "CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, \"STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS\"", "marker": "1.", "list_id": "L16", "level": 0, "reading_order": 101 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1207.5, "t": 249.6, "r": 1415.4, "b": 237.6 }, "text": "CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.", "list_id": "L16", "level": 0, "reading_order": 102 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1206.3, "t": 239.4, "r": 2001.6, "b": 228.3 }, "text": "MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 \"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS\".", "marker": "2.", "list_id": "L16", "level": 0, "reading_order": 103 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1207.2, "t": 226.5, "r": 1834.8, "b": 214.2 }, "text": "ALL POORLY DRAINED SOILS BENEATH RECHARGE SYSTEM MUST BE REMOVED AND REPLACED WITH WELL DRAINED SOILS HAVING A MINIMUM PERMEABILITY OF K-4.", "marker": "B.", "list_id": "L16", "level": 0, "reading_order": 104 }, { "page": 8, "type": "TEXT", "location": { "l": 1226.1, "t": 204.9, "r": 1413.9, "b": 193.5 }, "text": "EQUIREMENTS FOR HANDLING AND INSTALLATION:", "reading_order": 105 }, { "page": 8, "type": "TEXT", "location": { "l": 1228.2, "t": 187.5, "r": 1768.5, "b": 174 }, "text": "TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LOG. TO ENSIRE A SECURE JOINT DUBING INSTALLATION AND BACKEIL THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3\"", "reading_order": 106 }, { "page": 8, "type": "TEXT", "location": { "l": 1227.9, "t": 169.5, "r": 2019.9, "b": 157.2 }, "text": "TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%.", "reading_order": 107 }, { "page": 8, "type": "TEXT", "location": { "l": 1234.5, "t": 157.8, "r": 2005.8, "b": 145.5 }, "text": "AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.", "reading_order": 108 }, { "page": 8, "type": "FIGURE", "location": { "l": 2263.5, "t": 1417.8, "r": 2554.2, "b": 1128.3 }, "text": "", "reading_order": 109 }, { "page": 8, "type": "TEXT", "location": { "l": 2367.6, "t": 1125.6, "r": 2454.3, "b": 1095.9 }, "text": "KEY MAP\nSCALE: 1\" = 2000'", "reading_order": 110 }, { "page": 8, "type": "TEXT", "location": { "l": 2268.3, "t": 761.85, "r": 2555.4, "b": 743.475 }, "text": "1 07/26/2024 REVISED AS PER ZONING BOARD MEETING KNL", "reading_order": 111 }, { "page": 8, "type": "TEXT", "location": { "l": 2268.3, "t": 743.475, "r": 2555.4, "b": 725.1 }, "text": "No. DATE DESCRIPTION BY", "reading_order": 112 }, { "page": 8, "type": "TITLE", "location": { "l": 2324.7, "t": 722.1, "r": 2505.6, "b": 690 }, "text": "PDS", "reading_order": 113, "level": 1 }, { "page": 8, "type": "TITLE", "location": { "l": 2282.4, "t": 688.8, "r": 2550.3, "b": 671.4 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 114, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 2317.5, "t": 666, "r": 2517.3, "b": 654.6 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS,", "reading_order": 115 }, { "page": 8, "type": "TEXT", "location": { "l": 2308.5, "t": 662.7, "r": 2523.9, "b": 568.5 }, "text": "ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES\n45 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073\nNEW JERSEY STATE BOARD OF P.E. & L.S.\nCERTIFICATE OF AUTHORIZATION NO. 24GA28125400\nIAN M BORDEN, PP", "reading_order": 116 }, { "page": 8, "type": "TEXT", "location": { "l": 2316.6, "t": 577.5, "r": 2510.1, "b": 557.1 }, "text": "N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM", "reading_order": 117 }, { "page": 8, "type": "TEXT", "location": { "l": 2316.6, "t": 556.8, "r": 2509.5, "b": 541.5 }, "text": "WILLIAM A. STEVENS. PE. PP", "reading_order": 118 }, { "page": 8, "type": "TEXT", "location": { "l": 2323.2, "t": 531.3, "r": 2505.3, "b": 509.1 }, "text": "PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394", "reading_order": 119 }, { "page": 8, "type": "TITLE", "location": { "l": 2281.8, "t": 503.1, "r": 2541.9, "b": 486 }, "text": "GRAHAM J. MACFARLANE, PE, PP, CME", "reading_order": 120, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 2315.4, "t": 484.5, "r": 2509.8, "b": 456.9 }, "text": "PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #6104\nCRAHAM@PDS-NLCOM", "reading_order": 121 }, { "page": 8, "type": "TEXT", "location": { "l": 2318.7, "t": 453.9, "r": 2505, "b": 433.5 }, "text": "STEVEN METELSKI, JR., PLS", "reading_order": 122 }, { "page": 8, "type": "TEXT", "location": { "l": 2316.9, "t": 430.2, "r": 2503.8, "b": 412.8 }, "text": "N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTEVENM@PDS-NJ.COM", "reading_order": 123 }, { "page": 8, "type": "FIGURE", "location": { "l": 2300.7, "t": 406.2, "r": 2544.6, "b": 306 }, "text": "", "reading_order": 124 }, { "page": 8, "type": "TEXT", "location": { "l": 2316.3, "t": 305.7, "r": 2473.5, "b": 285.9 }, "text": "PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394", "reading_order": 125 }, { "page": 8, "type": "TEXT", "location": { "l": 2278.5, "t": 279.3, "r": 2544.6, "b": 264.6 }, "text": "PRELIMINARY & FINAL MAJOR SITE PLANS", "reading_order": 126 }, { "page": 8, "type": "TITLE", "location": { "l": 2308.5, "t": 257.4, "r": 2516.7, "b": 233.1 }, "text": "CONSTRUCTION", "reading_order": 127, "level": 4 }, { "page": 8, "type": "FIGURE", "location": { "l": 2355.9, "t": 233.1, "r": 2470.5, "b": 206.7 }, "text": "", "reading_order": 128 }, { "page": 8, "type": "TEXT", "location": { "l": 2395.8, "t": 207.9, "r": 2424.9, "b": 196.8 }, "text": "FOR", "reading_order": 129 }, { "page": 8, "type": "TEXT", "location": { "l": 2324.1, "t": 187.8, "r": 2501.1, "b": 168 }, "text": "TAX BLOCK 2508", "reading_order": 130 }, { "page": 8, "type": "TEXT", "location": { "l": 2329.8, "t": 162.9, "r": 2496.9, "b": 142.2 }, "text": "TAX LOTS 6 & 7", "reading_order": 131 }, { "page": 8, "type": "TEXT", "location": { "l": 2354.4, "t": 130.8, "r": 2478.3, "b": 119.7 }, "text": "TOWNSHIP OF JACKSON", "reading_order": 132 }, { "page": 8, "type": "TITLE", "location": { "l": 236.7, "t": 128.7, "r": 549, "b": 109.8 }, "text": "4\" PVC INSPECTION PORT DETAIL", "reading_order": 133, "level": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 2279.4, "t": 119.7, "r": 2553, "b": 103.8 }, "text": "OCEAN COUNTY NEW JERSEY", "reading_order": 134 }, { "page": 8, "type": "FIGURE", "location": { "l": 1173.9, "t": 112.8, "r": 1236, "b": 90.3 }, "text": "", "reading_order": 135 }, { "page": 8, "type": "TEXT", "location": { "l": 120, "t": 107.7, "r": 424.125, "b": 37.2 }, "text": "4 (MC SERIES CHAMBER)", "reading_order": 136 }, { "page": 8, "type": "TEXT", "location": { "l": 120, "t": 107.7, "r": 2553, "b": 37.2 }, "text": "7 MC-SERIES END CAP INSERTION DETAIL NUM MC-3500 CROSS SECTION DETAIL SCALE: AS SHOWN JOB NUMBER: 323608", "reading_order": 137 }, { "page": 8, "type": "TEXT", "location": { "l": 728.25, "t": 90.075, "r": 2553, "b": 72.45 }, "text": "ADS STORMTECH MC-3500 STANDARD DETAILS DRAWN BY: KNL DATE:", "reading_order": 138 }, { "page": 8, "type": "TEXT", "location": { "l": 728.25, "t": 72.45, "r": 2553, "b": 54.825 }, "text": "NTS DESIGN/CALC'D BY: IMB SHEET:", "reading_order": 139 }, { "page": 8, "type": "TEXT", "location": { "l": 728.25, "t": 54.825, "r": 2553, "b": 37.2 }, "text": "CHECKED BY: WAS", "reading_order": 140 } ] }, { "page": 9, "items": [ { "page": 9, "type": "TABLE", "location": { "l": 44.7, "t": 1689.6, "r": 330.3, "b": 1606.5 }, "text": "
OCEAN COUNTYNEW JERSEY
SCALE:1" = 40'JOB NUMBER:323608
DRAWN BY:KNLDATE:JULY 17, 2023
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CHECKED BY:WAS
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