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NJ NATURAL GAS COPO BOX 1464WALL NJ 07719
JCP & L CO300 MADISON AVENUEMORRISTOWN NJ 07932
MONMOUTH CABLEVISION ASSOC1501 18TH AVENUEWALL TOWNSHIP NJ 07719
VERIZON NEW JERSEY INC777 PARKWAY AVENUETRENTON NJ 08618
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B 22203 L 21TOWNSHIP OF JACKSON95 W VETERANS HIGHWAYJACKSON NJ 08527
B 22203 L 24CDR WHITESVILLE LLC577 S HOPE CHAPEL ROADJACKSON NJ 08527
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B 21913 L 9CDR WHITESVILLE LLC580 S HOPE CHAPEL ROADJACKSON NJ 08527
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B 22203 L 17TOWNSHIP OF JACKSON95 W VETERANS HIGHWAYJACKSON NJ 08527
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B 21913 L 14CDR WHITESVILLE LLC584 S HOPE CHAPEL ROADJACKSON NJ 08527
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B 22301 L 14CDR WHITESVILLE LLC588 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22203 L 28WHITING PINES CORP INCPO BOX 109LAKEWOOD NJ 08701
B 22203 L 1CDR WHITESVILLE LLC587 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22203 L 3CDR WHITESVILLE LLC588 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22203 L 15STONY BROOK LLC207 STONY BROOK ROADHOPEWELL NJ 08525
B 22203 L 27WHITING PINES CORP INCPO BOX 109LAKEWOOD NJ 08701
B 22101 L 16CDR WHITESVILLE LLC587 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22203 L 32CDR WHITESVILLE LLC588 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22203 L 12VISCONI DAVID J AND DEBORAH M441 WHITESVILLE ROADJACKSON NJ 08527
B 21913 L 19WHITING PINES CORP INCPO BOX 109LAKEWOOD NJ 08701
B 22203 L 20CDR WHITESVILLE LLC587 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22101 L 7CDR WHITESVILLE LLC588 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22301 L 11WHITING PINES CORP INCPO BOX 109LAKEWOOD NJ 08701
B 22204 L 15CDR WHITESVILLE LLC585 S HOPE CHAPEL ROADJACKSON NJ 08527
B 22301 L 30CDR WHITESVILLE LLC586 S HOPE CHAPEL ROADJACKSON NJ 08527
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SHEET INDEXSUPPLEMENTAL DRAWINGS
Sheet No.DescriptionNo. of SheetsDescription
1COVER SHEET1 - 5SOIL EROSION AND SEDIMENT CONTROL PLANS
2DEMOLITION PLAN
3SITE PLAN
4GRADING & STORM DRAINAGE PLANLAND USE ZONE
5UTILITY PLANINDUSTRIAL
6TRAFFIC SIGNAGE & STRIPING PLANPM-1 PINELANDS MANUFACTURING
7LIGHTING PLANR-1 SINGLE FAMILY RESIDENTIAL
8LANDSCAPE PLANLAND USE
9LANDSCAPE DETAILSCOMMERCIAL
10CONSTRUCTION DETAILS - SITERESIDENTIAL
11CONSTRUCTION DETAILS - STORMWATERPUBLIC
12CONSTRUCTION DETAILS - STORMWATERVACANT
13CONSTRUCTION DETAILS - UTILITY
14PRE-DEVELOPMENT DRAINAGE AREA MAP
15POST DEVELOPMENT DRAINAGE AREA MAP
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BOARD CHAIRMANDATE
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", "rows": [ { "row_index": 0, "location": [ 123, 152, 545.4, 191.7 ], "cells": [ { "location": [ 123, 152, 334.2, 191.7 ], "text": "BOARD CHAIRMAN", "html_text": "BOARD CHAIRMAN", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/3" }, { "location": [ 334.2, 152, 545.4, 191.7 ], "text": "DATE", "html_text": "DATE", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/3" } ], "ref": "#/tables/3" }, { "row_index": 1, "location": [ 123, 112.3, 545.4, 152 ], "cells": [ { "location": [ 123, 112.3, 334.2, 152 ], "text": "BOARD SECRETARY", "html_text": "BOARD SECRETARY", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/3" }, { "location": [ 334.2, 112.3, 545.4, 152 ], "text": "DATE", "html_text": "DATE", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/3" } ], "ref": "#/tables/3" }, { "row_index": 2, "location": [ 123, 72.6, 545.4, 112.3 ], "cells": [ { "location": [ 123, 72.6, 334.2, 112.3 ], "text": "BOARD ENGINEER", "html_text": "BOARD ENGINEER", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/3" }, { "location": [ 334.2, 72.6, 545.4, 112.3 ], "text": "DATE", "html_text": "DATE", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/3" } ], "ref": "#/tables/3" } ], "n_rows": 3, "n_cols": 2, "ref": "#/tables/3", "reading_order": 14 }, { "page": 1, "type": "TITLE", "location": { "l": 1719.3, "t": 1690.5, "r": 1858.5, "b": 1672.5 }, "text": "GENERAL NOTES", "reading_order": 15, "level": 6 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1723.5, "t": 1664.1, "r": 2233.8, "b": 1640.4 }, "text": "PROPERTY IS KNOWN AS TAX LOT 11 IN BLOCK 22203 AS SHOWN ON THE JACKSON TOWNSHIP TAX MAP SHEET 222 AND CONTAINS 5.01 ACRES.", "marker": "1.", "list_id": "L1", "level": 0, "reading_order": 16 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1719.6, "t": 1633.5, "r": 2265.6, "b": 1582.2 }, "text": "OUTBOUND INFORMATION TAKEN FROM A MAP ENTITLED \"SURVEY OF PROPERTY, BLOCK 22203 - LOT 11, 427 - 429 WHITESVILLE ROAD, JACKSON TOWNSHIP, OCEAN COUNTY, NEW JERSEY\" AS PREPARED BY NEWLINES ENGINEERING AND SURVEY, DATED AUGUST 26, 2021. TOPOGRAPHIC INFORMATION TAKEN FROM A MAP ENTITLED \"TOPOGRAPHIC SURVEY FOR TAX BLOCK 22203 TAX LOT 11, TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\" AS PREPARED BY PROFESSIONAL DESIGN SERVICES LLC, DATED MARCH 24, 2023. TOPOGRAPHIC INFORMATION SHOWN HEREON IS IN GEODETIC DATUM (N.A.V.D. 1988).", "marker": "2.", "list_id": "L1", "level": 0, "reading_order": 17 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1717.8, "t": 1568.7, "r": 2245.2, "b": 1543.8 }, "text": "THE PROPERTY IS CURRENTLY LOCATED WITHIN THE INDUSTRIAL ZONE WITHIN THE CONSERVATION PLANNING DISTRICT OVERLAY.", "marker": "3.", "list_id": "L1", "level": 0, "reading_order": 18 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1719.6, "t": 1536.9, "r": 2236.5, "b": 1513.8 }, "text": "THE FOLLOWING USES ARE PROPOSED AS PERMITTED IN THE I ZONE PURSUANT TO 244-63 OF THE JACKSON TOWNSHIP LAND USE ORDINANCE.", "marker": "4.", "list_id": "L1", "level": 0, "items": [ { "page": 1, "type": "LIST_ITEM", "location": { "l": 1737.3, "t": 1506, "r": 2101.5, "b": 1493.1 }, "text": "PERMITTED PRINCIPAL USES OF BUILDINGS AND STRUCTURES ARE AS FOLLOWS.", "marker": "A.", "list_id": "L1", "level": 1, "reading_order": 0 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1743, "t": 1459.8, "r": 2055.6, "b": 1446.6 }, "text": "WAREHOUSING OR STORAGE OF GOODS AND PRODUCTS, PROVIDED:", "marker": "6.", "list_id": "L1", "level": 1, "items": [ { "page": 1, "type": "LIST_ITEM", "location": { "l": 1760.4, "t": 1440, "r": 1993.8, "b": 1426.5 }, "text": "NO GOODS ARE SOLD RETAIL FROM THE PREMISES.", "marker": "A.", "list_id": "L1", "level": 2, "reading_order": 0 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1762.8, "t": 1420.8, "r": 2087.1, "b": 1407.9 }, "text": "B.ALL ITEMS ARE STORED WITHIN A COMPLETELY ENCLOSED BUILDING; AND", "list_id": "L1", "level": 2, "reading_order": 1 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1761.9, "t": 1400.1, "r": 2136.9, "b": 1387.8 }, "text": "THE WAREHOUSING OR STORAGE OF HAZARDOUS CHEMICALS SHALL BE PROHIBITED.", "marker": "C.", "list_id": "L1", "level": 2, "reading_order": 2 } ], "reading_order": 1 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1744.8, "t": 1382.7, "r": 2217, "b": 1359.3 }, "text": "CONTRACTOR'S OR CRAFTSMAN'S SHOP OR EQUIPMENT STORAGE AREA, INCLUDING GENERAL REPAIR SHOP, EXCEPT AUTOMOBILE DISMANTLING OR CANNIBALIZING", "marker": "9.", "list_id": "L1", "level": 1, "reading_order": 2 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1745.7, "t": 1352.7, "r": 2242.2, "b": 1310.4 }, "text": "WHOLESALE BUILDING MATERIAL SUPPLY YARDS, YARDS OF CONTRACTORS IN THE CONSTRUCTION AND BUILDING TRADES AND SIMILAR OPERATIONS REQUIRING BULK STORAGE OF MATERIALS AND EQUIPMENT, SUCH AS BUILDING CONSTRUCTION SUPPLIES AND THE EQUIPMENT, VEHICLES AND SUPPLIES OF HEAVY EQUIPMENT CONTRACTORS.", "marker": "16.", "list_id": "L1", "level": 1, "reading_order": 3 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1737, "t": 1295.4, "r": 2245.5, "b": 1271.4 }, "text": "THE PROJECT WILL ALSO COMPLY WITH THE “OTHER PROVISIONS AND REQUIREMENTS” CONTAINED IN SECTION 244 - 63E AS FOLLOWS:", "list_id": "L1", "level": 1, "reading_order": 4 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1741.8, "t": 1265.4, "r": 2238.3, "b": 1223.4 }, "text": "EACH USE LOCATED IN THE I ZONE SHALL PROVIDE TRUCK LOADING AND UNLOADING FACILITIES ON THE SAME LOT AND IN OTHER THAN THE REQUIRED FRONT YARD SO AS TO PERMIT THE TRANSFER OF GOODS IN OTHER THAN A PUBLIC STREET. THE SITE CONTAINS ADEQUATE LOADING FACILITIES ON-SITE AND NO PUBLIC STREET WILL BE UTILIZED.", "marker": "1.", "list_id": "L1", "level": 1, "reading_order": 5 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1742.4, "t": 1217.7, "r": 2244, "b": 1194.3 }, "text": "NO REQUIRED OFF-STREET LOADING AREAS SHALL BE LOCATED IN ANY REQUIRED FRONT SETBACK. THE LOADING AREAS ARE ALL LOCATED MORE THAN 100 FEET (THE FRONT SETBACK) FROM WHITESVILLE ROAD.", "marker": "2.", "list_id": "L1", "level": 1, "reading_order": 6 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1745.1, "t": 1188.9, "r": 2232.3, "b": 1156.8 }, "text": "WHERE THE I ZONE ABUTS A RESIDENTIAL ZONE, WHETHER ALONG A PROPERTY LINE OR ACROSS A STREET, THERE SHALL BE PROVIDED A ONE-HUNDRED-FOOT BUFFER SCREENING STRIP AS SET FORTH IN § 244-193. THE SITE DOES NOT ADJOIN A RESIDENTIAL ZONE. ALL SURROUNDING PROPERTIES ARE ZONED INDUSTRIAL.", "marker": "3.", "list_id": "L1", "level": 1, "reading_order": 7 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1745.1, "t": 1150.2, "r": 2242.2, "b": 1089.3 }, "text": "EACH USE PERMITTED IN THE I ZONE SHALL BE SERVED BY A PUBLIC SEWAGE DISPOSAL SYSTEM OR BY A PRIVATE DISPOSAL SYSTEM WHICH MEETS THE APPROVAL OF THE STATE AND TOWNSHIP BOARDS OF HEALTH AND THE JACKSON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY. ANY PRIVATE DISPOSAL SYSTEM SHALL BE SO DESIGNED AS WILL, IN THE OPINION OF THE TOWNSHIP ENGINEER, ENABLE THE SYSTEM TO BE EFFICIENTLY CONNECTED TO THE PROSPECTIVE PUBLIC DISPOSAL SYSTEM WHEN CONSTRUCTED. IT IS PROPOSED TO CONNECT THE PROJECT TO THE EXISTING GRAVITY SEWER MAIN LOCATED IN WHITESVILLE ROAD ALONG THE SITE FRONTAGE", "marker": "4.", "list_id": "L1", "level": 1, "reading_order": 8 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1744.2, "t": 1081.8, "r": 2236.5, "b": 1031.1 }, "text": "ALL INDUSTRIAL ACTIVITIES OR PROCESSES SHALL TAKE PLACE WITHIN A COMPLETELY ENCLOSED BUILDING.\nINCIDENTAL STORAGE OUT-OF-DOORS SHALL BE SHIELDED FROM ANY STREET OR ADJACENT RESIDENTIAL ZONE BY FENCING, LANDSCAPING OR OTHER APPROPRIATE MEASURE. NO INDUSTRIAL ACTIVITIES OR PROCESSES ARE PROPOSED. ALL OUTDOOR STORAGE IS SHIELDED FROM THE STREET BY THE PROPOSED BUILDINGS AND LANDSCAPING. THERE ARE NO ADJACENT RESIDENTIAL ZONES.", "marker": "5.", "list_id": "L1", "level": 1, "reading_order": 9 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1742.4, "t": 1023.3, "r": 2228.4, "b": 972.9 }, "text": "INDUSTRIAL PARKS CONTAINING SUCH PERMITTED USES AS SET FORTH HEREIN SHALL HAVE A TOTAL AREA OF NOT LESS THAN 20 ACRES. ALL STREETS WITHIN INDUSTRIAL PARKS SHALL BE PRIVATE, AND THERE SHALL BE ADEQUATE PROVISIONS FOR REPAIR AND MAINTENANCE SO AS TO RELIEVE THE TOWNSHIP OF JACKSON FROM ANY RESPONSIBILITY FOR THE UPKEEP OF SUCH STREETS. THIS SECTION IS NOT APPLICABLE SINCE AN INDUSTRIAL PARK IS NOT PROPOSED.", "marker": "6.", "list_id": "L1", "level": 1, "reading_order": 10 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1747.2, "t": 964.5, "r": 2224.8, "b": 924.6 }, "text": "NO USE SHALL BE CONDUCTED IN SUCH A WAY AS TO DISCHARGE ANY TREATED OR UNTREATED INDUSTRIAL WASTE, EXCEPT AS SHALL BE APPROVED BY THE HEALTH OFFICER, JACKSON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY AND ANY APPLICABLE STATE AGENCY HAVING JURISDICTION IN SUCH MATTERS. NO INDUSTRIAL WASTE WILL BE GENERATED BY THIS PROJECT.", "marker": "7.", "list_id": "L1", "level": 1, "reading_order": 11 } ], "reading_order": 19 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1715.4, "t": 914.7, "r": 2142.6, "b": 901.2 }, "text": "THERE ARE NO FRESHWATER WETLANDS LOCATED ON NOR WITHIN 150 FEET OF THE PREMISES.", "marker": "5.", "list_id": "L1", "level": 0, "reading_order": 20 }, { "page": 1, "type": "FIGURE", "location": { "l": 1716, "t": 894.3, "r": 2262.6, "b": 881.1 }, "text": "", "reading_order": 21 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.6, "t": 877.5, "r": 1984.2, "b": 862.8 }, "text": "SEWAGE DISPOSAL TO BE PROVIDED BY PUBLIC SEWER.", "marker": "7.", "list_id": "L2", "level": 0, "reading_order": 22 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1717.5, "t": 856.8, "r": 2251.2, "b": 833.1 }, "text": "ALL UTILITIES (ELECTRIC, TELEPHONE, ETC.) TO BE PROVIDED UNDERGROUND. THE CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.", "marker": "8.", "list_id": "L2", "level": 0, "reading_order": 23 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.3, "t": 826.2, "r": 2248.8, "b": 803.4 }, "text": "SOLID WASTE IS TO BE PICKED UP BY A PRIVATE GARBAGE HAULER. THE REFUSE AREA SHALL CONTAIN AN AREA FOR THE COLLECTION OF RECYCLABLE MATERIALS.", "marker": "9.", "list_id": "L2", "level": 0, "reading_order": 24 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.9, "t": 798, "r": 2253.9, "b": 774.3 }, "text": "MAINTENANCE OF THE STORMWATER SYSTEM SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND SUBJECT TO INSPECTION BY THE TOWNSHIP OF JACKSON.", "marker": "10.", "list_id": "L2", "level": 0, "reading_order": 25 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.9, "t": 768, "r": 2252.4, "b": 745.5 }, "text": "ALL TRAFFIC CONTROL SIGNAGE INCLUDING PAVEMENT MARKINGS WILL BE PROVIDED IN ACCORDANCE WITH THE \"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES\".", "marker": "11.", "list_id": "L2", "level": 0, "reading_order": 26 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1717.2, "t": 740.1, "r": 2238.9, "b": 717 }, "text": "ALL DISTURBED AREAS WILL BE VEGETATIVELY STABILIZED IN ACCORDANCE WITH THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN UPON COMPLETION OF THE GRADING ACTIVITIES.", "marker": "12.", "list_id": "L2", "level": 0, "reading_order": 27 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.6, "t": 711.6, "r": 2248.2, "b": 686.4 }, "text": "EXISTING CONDITIONS AND DIMENSIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.", "marker": "13.", "list_id": "L2", "level": 0, "reading_order": 28 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.6, "t": 681.6, "r": 2259.3, "b": 667.5 }, "text": "ALL CONSTRUCTION TO BE IN CONFORMANCE WITH APPLICABLE CODES, ORDINANCES AND MANUFACTURER'S REQUIREMENTS", "marker": "14.", "list_id": "L2", "level": 0, "reading_order": 29 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.9, "t": 665.1, "r": 2249.1, "b": 639.9 }, "text": "TRAFFIC DIRECTION ARROWS, FIRE LANE MARKINGS, ETC. SHALL BE IN CONFORMANCE WITH JACKSON TOWNSHIP FIRE PREVENTION BUREAU AND TOWNSHIP ENGINEERING DEPARTMENT REQUIREMENTS.", "marker": "15.", "list_id": "L2", "level": 0, "reading_order": 30 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1715.4, "t": 634.5, "r": 2269.5, "b": 591.6 }, "text": "THE OWNER OR HIS REPRESENTATIVE, IS TO DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR CONSTRUCTION SITE SAFETY DURING THE COURSE OF SITE IMPROVEMENTS PURSUANT TO NJAC 5:23-2.21(e) OF THE NJ UNIFORM CONSTRUCTION CODE AND CFR 1926.32(f) (OSHA COMPETENT PERSON). PROFESSIONAL DESIGN SERVICES, LLC ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY.", "marker": "16.", "list_id": "L2", "level": 0, "reading_order": 31 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1716.3, "t": 584.4, "r": 2118.3, "b": 572.7 }, "text": "ALL HANDICAP PARKING SPACES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS.", "marker": "17.", "list_id": "L2", "level": 0, "reading_order": 32 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1724.7, "t": 565.2, "r": 2263.2, "b": 495.6 }, "text": "IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATION OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.", "marker": "8.", "list_id": "L2", "level": 0, "reading_order": 33 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1717.5, "t": 489.9, "r": 2266.2, "b": 418.8 }, "text": "CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/ SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/ CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME.", "marker": "19.", "list_id": "L2", "level": 0, "reading_order": 34 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1717.8, "t": 411, "r": 2261.7, "b": 370.2 }, "text": "THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING \"MEANS AND METHODS\" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.", "marker": "20.", "list_id": "L2", "level": 0, "reading_order": 35 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1717.2, "t": 361.8, "r": 2236.5, "b": 339.9 }, "text": "IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS.", "marker": "21.", "list_id": "L2", "level": 0, "reading_order": 36 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1717.8, "t": 333.6, "r": 2260.8, "b": 302.1 }, "text": "CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK.", "marker": "22.", "list_id": "L2", "level": 0, "reading_order": 37 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 1718.1, "t": 294.9, "r": 2260.5, "b": 215.7 }, "text": "ALIGNMENT AND GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPER'S ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER; STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR; CURB AS-BUILT S SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS; FINAL AS-BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES; MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.", "marker": "23.", "list_id": "L2", "level": 0, "reading_order": 38 }, { "page": 1, "type": "FIGURE", "location": { "l": 2269.2, "t": 1415.7, "r": 2554.2, "b": 1128.9 }, "text": "", "reading_order": 39 }, { "page": 1, "type": "TITLE", "location": { "l": 2298, "t": 1251, "r": 2365.5, "b": 1230 }, "text": "SITE", "reading_order": 40, "level": 5 }, { "page": 1, "type": "TITLE", "location": { "l": 2367.9, "t": 1125.3, "r": 2454.9, "b": 1095 }, "text": "KEY MAP\nSCALE: 1\" = 2000'", "reading_order": 41, "level": 6 }, { "page": 1, "type": "FIGURE", "location": { "l": 2287.2, "t": 1084.2, "r": 2532.3, "b": 954.3 }, "text": "", "reading_order": 42 }, { "page": 1, "type": "TEXT", "location": { "l": 2370.6, "t": 966.3, "r": 2450.7, "b": 954.3 }, "text": "SCALE IN FEET", "reading_order": 43 }, { "page": 1, "type": "TEXT", "location": { "l": 2272.5, "t": 790.47, "r": 2555.1, "b": 768.48 }, "text": "2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL", "reading_order": 44 }, { "page": 1, "type": "TEXT", "location": { "l": 2272.5, "t": 768.48, "r": 2555.1, "b": 746.49 }, "text": "1 11/20/2023 GENERAL REVISIONS KNL", "reading_order": 45 }, { "page": 1, "type": "TEXT", "location": { "l": 2272.5, "t": 746.49, "r": 2555.1, "b": 724.5 }, "text": "No. DATE DESCRIPTION BY", "reading_order": 46 }, { "page": 1, "type": "TITLE", "location": { "l": 2324.1, "t": 721.8, "r": 2505.9, "b": 689.4 }, "text": "☰PDS", "reading_order": 47, "level": 3 }, { "page": 1, "type": "TITLE", "location": { "l": 2283.6, "t": 689.4, "r": 2550, "b": 671.1 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 48, "level": 6 }, { "page": 1, "type": "TEXT", "location": { "l": 2305.5, "t": 665.7, "r": 2524.5, "b": 585 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 245 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": 49 }, { "page": 1, "type": "TEXT", "location": { "l": 2319, "t": 578.4, "r": 2509.8, "b": 552.3 }, "text": "N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM", "reading_order": 50 }, { "page": 1, "type": "TEXT", "location": { "l": 2285.7, "t": 570.9, "r": 2535.3, "b": 420.6 }, "text": "IBORDENPDS-INJ.COM\nWILLIAM A. STEVENS, PE, PP\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENSPDS-NJ.COM\nGRAHAM J. MACFARLANE, PE, PP, CM\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #6104\nGRAHAMSPDS-NJ.COM\nSTEVEN METELSKI, JR., PLS\nN.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393", "reading_order": 51 }, { "page": 1, "type": "TEXT", "location": { "l": 2318.1, "t": 432.3, "r": 2504.1, "b": 411.9 }, "text": "N.J. 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SCALE:1" = 30'JOB NUMBER:323617
DRAWN BY:KNLDATE:MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 115
CHECKED BY:WAS
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FOR ANY OTHER PRO-\nWITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C", "reading_order": 1 }, { "page": 3, "type": "FIGURE", "location": { "l": 2264.1, "t": 1416.6, "r": 2555.7, "b": 1128 }, "text": "", "reading_order": 2 }, { "page": 3, "type": "TEXT", "location": { "l": 2370, "t": 1125.6, "r": 2453.7, "b": 1098.3 }, "text": "KEY MAP\nSCALE1 1\"=2000'", "reading_order": 3 }, { "page": 3, "type": "FIGURE", "location": { "l": 2286.6, "t": 1085.4, "r": 2538.9, "b": 954.3 }, "text": "", "reading_order": 4 }, { "page": 3, "type": "TEXT", "location": { "l": 2247.3, "t": 959.4, "r": 2271.9, "b": 944.7 }, "text": "BLOC", "reading_order": 5 }, { "page": 3, "type": "TEXT", "location": { "l": 2211.9, "t": 947.7, "r": 2558.7, "b": 724.8 }, "text": "BLOCK LOT 22 19", "reading_order": 6 }, { "page": 3, "type": "TEXT", "location": { "l": 2281.26, "t": 891.975, "r": 2558.7, "b": 836.25 }, "text": "2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL", "reading_order": 7 }, { "page": 3, "type": "TEXT", "location": { "l": 2281.26, "t": 836.25, "r": 2558.7, "b": 780.525 }, "text": "1 11/20/2023 GENERAL REVISIONS KNL", "reading_order": 8 }, { "page": 3, "type": "TEXT", "location": { "l": 2281.26, "t": 780.525, "r": 2558.7, "b": 724.8 }, "text": "No. DATE DESCRIPTION BY", "reading_order": 9 }, { "page": 3, "type": "TITLE", "location": { "l": 2300.7, "t": 721.8, "r": 2538.9, "b": 671.7 }, "text": "PDS\nOFESSIONAL DESIGN SERVICES, L.L.C", "reading_order": 10, "level": 1 }, { "page": 3, "type": "TEXT", "location": { "l": 2283.3, "t": 670.5, "r": 2540.7, "b": 414.6 }, "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.\nCERTIFICATE OF AUTHORIZATION NO. 24GA28125400\nIAN M BORDEN, PP\nN.J. PROFESSIONAL PLANNER LICENSE #33LI00617400\nIBORDEN@PDS-N.J.COM\nWILLIAM A. STEVENS, PE, PP\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #3915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENES@PDS-N.J.COM\nGRAHAM J. MACFARLANE, PE, PP, CME\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #6104\nGRAHAM@PDS-N.J.COM\nSTEVEN METELSKI, JR., PLS\nN.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTEVENM@PDS-N.J.COM", "reading_order": 11 }, { "page": 3, "type": "TEXT", "location": { "l": 78.9, "t": 242.1, "r": 108, "b": 33.6 }, "text": "KRISTIN 1/22/24\nH:\\PROJECTS\\323617 < 323617 S03 SITE PLAN >", "reading_order": 12 }, { "page": 3, "type": "TITLE", "location": { "l": 116.7, "t": 397.5, "r": 342.6, "b": 380.7 }, "text": "COUNTY ROAD PLAN NOTES:", "reading_order": 13, "level": 6 }, { "page": 3, "type": "TEXT", "location": { "l": 131.7, "t": 376.8, "r": 461.1, "b": 180.6 }, "text": "ALIGNMENT AND GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPER'S ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER; STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR; CURB AS-BUILT SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS; FINAL AS-BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES; MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.", "reading_order": 14 }, { "page": 3, "type": "LIST_ITEM", "location": { "l": 120, "t": 169.2, "r": 456, "b": 95.4 }, "text": "THE DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE ROAD IMPROVEMENTS ALONG THE COUNTY ROAD PRIOR TO THE RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF THE IMPROVEMENTS.\nTHE DEVELOPER SHALL OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY IMPROVEMENT WITH THE RIGHT OF WAY OF THE COUNTY ROAD.", "marker": "2.", "list_id": "L4", "level": 0, "reading_order": 15 }, { "page": 3, "type": "LIST_ITEM", "location": { "l": 493.2, "t": 377.1, "r": 822.6, "b": 325.8 }, "text": "THE DEVELOPER SHALL OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY IMPROVEMENT WITH THE RIGHT OF WAY OF THE COUNTY ROAD.", "list_id": "L4", "level": 0, "reading_order": 16 }, { "page": 3, "type": "LIST_ITEM", "location": { "l": 490.2, "t": 316.5, "r": 819.6, "b": 266.7 }, "text": "ANY RELOCATIONS WITHIN THE PROPOSED ROAD WIDENING ON COUNTY ROAD ARE TO BE COMPLETED PRIOR TO THE ISSUANCE OF THE CONSTRUCTION PERMIT FROM THE OCEAN COUNTY ENGINEER'S OFFICE.", "list_id": "L4", "level": 0, "reading_order": 17 }, { "page": 3, "type": "LIST_ITEM", "location": { "l": 484.2, "t": 256.2, "r": 825.6, "b": 205.5 }, "text": "ANY UTILITY POLE RELOCATIONS WITHIN THE LIMITS OF THE PROPOSED ROAD WIDENING ON THE COUNTY ROAD ARE TO BE COMPLETED PRIOR TO THE ISSUANCE OF THE ROAD OPENING PERMIT FROM THE OCEAN COUNTY ENGINEER'S OFFICE.", "marker": "5.", "list_id": "L4", "level": 0, "reading_order": 18 }, { "page": 3, "type": "LIST_ITEM", "location": { "l": 481.8, "t": 195.9, "r": 818.7, "b": 156.3 }, "text": "COUNTY ROAD IMPROVEMENTS MUST HAVE BASE PAVEMENT COURSE PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCIES.", "marker": "5.", "list_id": "L4", "level": 0, "reading_order": 19 }, { "page": 3, "type": "LIST_ITEM", "location": { "l": 477.9, "t": 147.3, "r": 828.9, "b": 95.7 }, "text": "THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL OFF-SITE EASEMENTS NECESSARY FOR GRADING, PAVEMENT WIDENING, AND UTILITY RELOCATIONS REQUIRED AS A RESULT OF THE COUNTY ROAD IMPROVEMENTS.", "marker": "6.", "list_id": "L4", "level": 0, "reading_order": 20 }, { "page": 3, "type": "TEXT", "location": { "l": 891.6, "t": 398.4, "r": 1026.3, "b": 379.8 }, "text": "SIGN SCHEDULE", "reading_order": 21 }, { "page": 3, "type": "TABLE", "location": { "l": 887.4, "t": 374.4, "r": 1256.1, "b": 285.6 }, "text": "
REQUIREDPROPOSED
GROUND SIGN AREA30 SF30 SF
GROUND SIGN HEIGHT6 FT6 FT
GROUND SIGN MINIMUM SETBACK25 FT25 FT
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Parking Calculations
Parking
Land UseUnitsParking RequiredRequiredProvided
Office21,0001/200 SF10599
Warehouse31,0001/1,500 SF2121
Warehouse Mezzanine Office5,0001/200 SF2525
Warehouse Tenant(1)91/unit910
EV Ready Space Credit(2)88
Total160163
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I-INDUSTRIAL ZONE REQUIREMENTS:
REQUIREDPROPOSED[F6] WILLIAM A. STEVENS, III, P.E., P.P.
MINIMUM LOT AREA2 ACRES5.01 ACRES
MINIMUM LOT WIDTH200 FT282.2 FTPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
MINIMUM LOT FRONTAGE125 FT282.43 FTPRELIMINARY & FINAL SITE PLANS\\nSITE PLAN\\nFOR\\nTAX BLOCK 22203\\nTAX LOT 11\\nTOWNSHIP OF JACKSON\\nOCEAN COUNTY NEW JERSEY\\nSCALE: 1" = 30" JOB NUMBER: 3236
MINIMUM LOT DEPTH200 FT800 FT
MINIMUM FRONT YARD SETBACK100 FT100 FT
MINIMUM REAR YARD SETBACK50 FT305 FT
MINIMUM SIDE YARD SETBACK30 FT25.9 FT*
MINIMUM TOTAL SIDE YARD SETBACK75 FT56.9 FT*
MAXIMUM BUILDING HEIGHT50 FT< 50 FT
MAXIMUM BUILDING COVERAGE40%17.4%
MAXIMUM IMPERVIOUS COVERAGE75%73.4%
* VARIANCE REQUIRED (EXISTING CONDITION)
DRAWN BY: KNL DATE: MARCH 17, 2023\\nDESIGN/CALC'D BY: IMB SHEET: 315\\nCHECKED BY: WAS 15
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"location": { "l": 2242.5, "t": 645.8143, "r": 2556, "b": 529.3714 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO.24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE *33LJ00617400 IBORDEN*PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. *39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. *5394 BSTEVEN*PDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. *37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. *6104 GRAHAM*PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE *43393 STEVENM*PDS-NJ.COM", "reading_order": 9 }, { "page": 4, "type": "TEXT", "location": { "l": 2242.5, "t": 529.3714, "r": 2556, "b": 412.9286 }, "text": "VILLIMINA. OIEVENO, III, r.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 PRELIMINARY & FINAL SITE PLANS GRADING & STORM DRAINAGE PLAN FOR TAX BLOCK 22203 TAX LOT 11 TOWNSHIP OF JACKSON NEW JERSEY", "reading_order": 10 }, { "page": 4, "type": "TEXT", "location": { "l": 2242.5, "t": 412.9286, "r": 2556, "b": 296.4857 }, "text": "OCEAN COUNTY", "reading_order": 11 }, { "page": 4, "type": "TEXT", "location": { "l": 2242.5, "t": 296.4857, "r": 2556, "b": 180.0429 }, "text": "SCALE: 1\" = 30\" JOB NUMBER: 323617", "reading_order": 12 }, { "page": 4, "type": "TEXT", "location": { "l": 2242.5, "t": 180.0429, "r": 2556, "b": 63.6 }, "text": "DRAWN BY: KNL DATE: MARCH 17, 2023", "reading_order": 13 }, { "page": 4, "type": "TEXT", "location": { "l": 69.3, "t": 1677.9, "r": 103.8, "b": 1416.6 }, "text": "THIS 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 PRO- WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 14 }, { "page": 4, "type": "FIGURE", "location": { "l": 104.4, "t": 1685.1, "r": 2267.4, "b": 575.7 }, "text": "", "reading_order": 15 }, { "page": 4, "type": "TEXT", "location": { "l": 120.9, "t": 575.1, "r": 275.1, "b": 562.8 }, "text": "26.5056", "reading_order": 16 }, { "page": 4, "type": "TITLE", "location": { "l": 1344.6, "t": 551.7, "r": 1557, "b": 534.6 }, "text": "STORMWATER BASIN NOTES:", "reading_order": 17, "level": 6 }, { "page": 4, "type": "TITLE", "location": { "l": 1864.5, "t": 558.6, "r": 1931.4, "b": 540.9 }, "text": "LEGEND", "reading_order": 18, "level": 6 }, { "page": 4, "type": "TABLE", "location": { "l": 116.4, "t": 546, "r": 1185, "b": 109.2 }, "text": "
Test PitsTP # 3Elevation = 72.2TP # 5Elevation = 75.5
TP # 1Elevation = 72.2
0 - 22"10 YR 4/6 Sand y Loam0 - 24"10 YR 4/6 Sandy Loam0 - 32"10 YR 4/4 Sandy Loam
22 - 63"10 YR 6/8 Loamy Sand24 - 44"10 YR 6/8 Loamy Sand32 - 50"10 YR 6/8 Sandy Loam
63 - 82"10 YR 7/7 Loamy Sand 6/8 distinct mottles44 - 65"10 YR 7/6 Loamy Sand50 - 60"10 YR 7/8 Loamy Sand
82 - 88"10 YR 5/1 Loam 5/8 mottles65 - 74"10 YR 7/6 Loamy Sand 6/8 mottles60 - 96"10 YR 4/6 Sandy Loam
88 - 120"10 YR 7/8 Coarse Sandy Loam 6/8 dist mottles74 - 106"10 YR 5/2 Sandy Loam 5/8 mottles96 - 105"10 YR 6/4 Sandy Loam 5/8 distinct mottles
106 - 112"Gley1 6/N Loam 10 YR 5/8 mottles105 - 114"5 Y 5/3 Clay Loam 5/8 mottles
112 - 128"10 YR 6/6 Sand 8/8 distinct mottles114 - 132"2.5 Y 6/4 Loamy Sand 5/8 distinct mottles
SHWT @ 63", Elevation 66.9
Groundwater found at 90"SHWT @ 65", Elevation = 66.8SHWT @ 96", Elevation = 67.5
Permeability @ 56" = 11.5 inches per hourWater @ 100"Permeability @ 120" = 5.5 Inches per hour
Permeability @ 118" = 13.0 inches per hourWater @ 108"
TP # 2Elevation = 72.7TP # 4Elevation = 74.2
0 - 4"GravelTP # 6Elevation = 73.0
4 - 28"10 YR 5/8 Loamy Sand0 - 4"10 YR 4/6 Sandy Loam
28 - 48"10 YR 6/8 Loamy Sand4 - 55"10 YR 5/8 Sandy Loam0 - 11"10 YR 4/4 Sandy Loam
48 - 65"10 YR 7/8 Loamy Sand55 - 79"10 YR 7/6 Loamy Sand11 - 23"10 YR 5/8 Sandy Loam
65 - 86"10 YR 8/8 Loamy Sand 5/8 mottles79 - 88"10 YR 8/4 Sandy Loam 5/8 mottles23 - 48"10 YR 6/8 Loamy Sand
86 - 120"10 YR 7/8 Sand 6/8 mottles88 - 99"5 Y 5/3 Clay Loam 5/8 mottles48 - 79"10 YR 8/8 Loamy Sand
99 - 108"5 Y 6/4 Sandy Loam 6/8 mottles79 - 89"Gley1 6/N Loam 10 YR 5/8 mottles
SHWT @ 65", Elevation 67.3108 - 120"10 YR 6/8 Loam Sand w/ Pea Gravel89 - 102"10 YR 7/8 Loamy San 5/8 distinct mottles
Groundwater found at 94"102 - 120"10 YR 8/3 Loamy Sand 5/8 distinct mottles
Permeability @ 60" = 10.5 Inches per hourSHWT @ 79", Elevation = 67.6
Water @ 102"SHWT @ 79", Elevation = 66.4
Permeability @ 116" = 18.5 Inches per hourPermeability @ 93" = 10.0 Inches per hour
Water @ 108"
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"column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 529.8222, 1185, 546 ], "text": "Elevation = 75.5", "html_text": "Elevation = 75.5", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 116.4, 513.6444, 1185, 529.8222 ], "cells": [ { "location": [ 116.4, 513.6444, 294.5, 529.8222 ], "text": "TP # 1", "html_text": "TP # 1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 513.6444, 472.6, 529.8222 ], "text": "Elevation = 72.2", "html_text": "Elevation = 72.2", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 513.6444, 650.7, 529.8222 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 513.6444, 828.8, 529.8222 ], "text": "", "html_text": "", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 513.6444, 1006.9, 529.8222 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 513.6444, 1185, 529.8222 ], "text": "", "html_text": "", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 116.4, 497.4667, 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481.2889, 472.6, 497.4667 ], "text": "10 YR 6/8 Loamy Sand", "html_text": "10 YR 6/8 Loamy Sand", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 481.2889, 650.7, 497.4667 ], "text": "24 - 44\"", "html_text": "24 - 44\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 481.2889, 828.8, 497.4667 ], "text": "10 YR 6/8 Loamy Sand", "html_text": "10 YR 6/8 Loamy Sand", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 481.2889, 1006.9, 497.4667 ], "text": "32 - 50\"", "html_text": "32 - 50\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, 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432.7556 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 416.5778, 650.7, 432.7556 ], "text": "106 - 112\"", "html_text": "106 - 112\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 416.5778, 828.8, 432.7556 ], "text": "Gley1 6/N Loam 10 YR 5/8 mottles", "html_text": "Gley1 6/N Loam 10 YR 5/8 mottles", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 416.5778, 1006.9, 432.7556 ], "text": "105 - 114\"", "html_text": "105 - 114\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 416.5778, 1185, 432.7556 ], "text": "5 Y 5/3 Clay Loam 5/8 mottles", "html_text": "5 Y 5/3 Clay Loam 5/8 mottles", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 8, "location": [ 116.4, 400.4, 1185, 416.5778 ], "cells": [ { "location": [ 116.4, 400.4, 294.5, 416.5778 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 400.4, 472.6, 416.5778 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 400.4, 650.7, 416.5778 ], "text": "112 - 128\"", "html_text": "112 - 128\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 400.4, 828.8, 416.5778 ], "text": "10 YR 6/6 Sand 8/8 distinct mottles", "html_text": "10 YR 6/6 Sand 8/8 distinct mottles", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 400.4, 1006.9, 416.5778 ], "text": "114 - 132\"", "html_text": "114 - 132\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 400.4, 1185, 416.5778 ], "text": "2.5 Y 6/4 Loamy Sand 5/8 distinct mottles", "html_text": "2.5 Y 6/4 Loamy Sand 5/8 distinct mottles", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 9, "location": [ 116.4, 384.2222, 1185, 400.4 ], "cells": [ { "location": [ 116.4, 384.2222, 294.5, 400.4 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 384.2222, 472.6, 400.4 ], "text": "SHWT @ 63\", Elevation 66.9", "html_text": "SHWT @ 63\", Elevation 66.9", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 384.2222, 650.7, 400.4 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 384.2222, 828.8, 400.4 ], "text": "", "html_text": "", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 384.2222, 1006.9, 400.4 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 384.2222, 1185, 400.4 ], "text": "", "html_text": "", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 10, "location": [ 116.4, 368.0444, 1185, 384.2222 ], "cells": [ { "location": [ 116.4, 368.0444, 294.5, 384.2222 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 368.0444, 472.6, 384.2222 ], "text": "Groundwater found at 90\"", "html_text": "Groundwater found at 90\"", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 368.0444, 650.7, 384.2222 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 368.0444, 828.8, 384.2222 ], "text": "SHWT @ 65\", Elevation = 66.8", "html_text": "SHWT @ 65\", Elevation = 66.8", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 368.0444, 1006.9, 384.2222 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 368.0444, 1185, 384.2222 ], "text": "SHWT @ 96\", Elevation = 67.5", "html_text": "SHWT @ 96\", Elevation = 67.5", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 11, "location": [ 116.4, 351.8667, 1185, 368.0444 ], "cells": [ { "location": [ 116.4, 351.8667, 294.5, 368.0444 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 351.8667, 472.6, 368.0444 ], "text": "Permeability @ 56\" = 11.5 inches per hour", "html_text": "Permeability @ 56\" = 11.5 inches per hour", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 351.8667, 650.7, 368.0444 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 351.8667, 828.8, 368.0444 ], "text": "Water @ 100\"", "html_text": "Water @ 100\"", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 351.8667, 1006.9, 368.0444 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 351.8667, 1185, 368.0444 ], "text": "Permeability @ 120\" = 5.5 Inches per hour", "html_text": "Permeability @ 120\" = 5.5 Inches per hour", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 12, "location": [ 116.4, 335.6889, 1185, 351.8667 ], "cells": [ { "location": [ 116.4, 335.6889, 294.5, 351.8667 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 335.6889, 472.6, 351.8667 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 335.6889, 650.7, 351.8667 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 335.6889, 828.8, 351.8667 ], "text": "Permeability @ 118\" = 13.0 inches per hour", "html_text": "Permeability @ 118\" = 13.0 inches per hour", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 335.6889, 1006.9, 351.8667 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 335.6889, 1185, 351.8667 ], "text": "Water @ 108\"", "html_text": "Water @ 108\"", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 13, "location": [ 116.4, 319.5111, 1185, 335.6889 ], "cells": [ { "location": [ 116.4, 319.5111, 294.5, 335.6889 ], "text": "TP # 2", "html_text": "TP # 2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 319.5111, 472.6, 335.6889 ], "text": "Elevation = 72.7", "html_text": "Elevation = 72.7", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 319.5111, 650.7, 335.6889 ], "text": "TP # 4", "html_text": "TP # 4", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 319.5111, 828.8, 335.6889 ], "text": "Elevation = 74.2", "html_text": "Elevation = 74.2", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 319.5111, 1006.9, 335.6889 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 319.5111, 1185, 335.6889 ], "text": "", "html_text": "", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 14, "location": [ 116.4, 303.3333, 1185, 319.5111 ], "cells": [ { "location": [ 116.4, 303.3333, 294.5, 319.5111 ], "text": "0 - 4\"", "html_text": "0 - 4\"", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 303.3333, 472.6, 319.5111 ], "text": "Gravel", "html_text": "Gravel", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 303.3333, 650.7, 319.5111 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 303.3333, 828.8, 319.5111 ], "text": "", "html_text": "", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 303.3333, 1006.9, 319.5111 ], "text": "TP # 6", "html_text": "TP # 6", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 303.3333, 1185, 319.5111 ], "text": "Elevation = 73.0", "html_text": "Elevation = 73.0", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 15, "location": [ 116.4, 287.1556, 1185, 303.3333 ], "cells": [ { "location": [ 116.4, 287.1556, 294.5, 303.3333 ], "text": "4 - 28\"", "html_text": "4 - 28\"", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 287.1556, 472.6, 303.3333 ], "text": "10 YR 5/8 Loamy Sand", "html_text": "10 YR 5/8 Loamy Sand", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 287.1556, 650.7, 303.3333 ], "text": "0 - 4\"", "html_text": "0 - 4\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 287.1556, 828.8, 303.3333 ], "text": "10 YR 4/6 Sandy Loam", "html_text": "10 YR 4/6 Sandy Loam", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 287.1556, 1006.9, 303.3333 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 287.1556, 1185, 303.3333 ], "text": "", "html_text": "", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 16, "location": [ 116.4, 270.9778, 1185, 287.1556 ], "cells": [ { "location": [ 116.4, 270.9778, 294.5, 287.1556 ], "text": "28 - 48\"", "html_text": "28 - 48\"", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 270.9778, 472.6, 287.1556 ], "text": "10 YR 6/8 Loamy Sand", "html_text": "10 YR 6/8 Loamy Sand", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 270.9778, 650.7, 287.1556 ], "text": "4 - 55\"", "html_text": "4 - 55\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 270.9778, 828.8, 287.1556 ], "text": "10 YR 5/8 Sandy Loam", "html_text": "10 YR 5/8 Sandy Loam", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 270.9778, 1006.9, 287.1556 ], "text": "0 - 11\"", "html_text": "0 - 11\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 270.9778, 1185, 287.1556 ], "text": "10 YR 4/4 Sandy Loam", "html_text": "10 YR 4/4 Sandy Loam", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 17, "location": [ 116.4, 254.8, 1185, 270.9778 ], "cells": [ { "location": [ 116.4, 254.8, 294.5, 270.9778 ], "text": "48 - 65\"", "html_text": "48 - 65\"", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 254.8, 472.6, 270.9778 ], "text": "10 YR 7/8 Loamy Sand", "html_text": "10 YR 7/8 Loamy Sand", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 254.8, 650.7, 270.9778 ], "text": "55 - 79\"", "html_text": "55 - 79\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 254.8, 828.8, 270.9778 ], "text": "10 YR 7/6 Loamy Sand", "html_text": "10 YR 7/6 Loamy Sand", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 254.8, 1006.9, 270.9778 ], "text": "11 - 23\"", "html_text": "11 - 23\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 254.8, 1185, 270.9778 ], "text": "10 YR 5/8 Sandy Loam", "html_text": "10 YR 5/8 Sandy Loam", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 18, "location": [ 116.4, 238.6222, 1185, 254.8 ], "cells": [ { "location": [ 116.4, 238.6222, 294.5, 254.8 ], "text": "65 - 86\"", "html_text": "65 - 86\"", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 238.6222, 472.6, 254.8 ], "text": "10 YR 8/8 Loamy Sand 5/8 mottles", "html_text": "10 YR 8/8 Loamy Sand 5/8 mottles", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 238.6222, 650.7, 254.8 ], "text": "79 - 88\"", "html_text": "79 - 88\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 238.6222, 828.8, 254.8 ], "text": "10 YR 8/4 Sandy Loam 5/8 mottles", "html_text": "10 YR 8/4 Sandy Loam 5/8 mottles", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 238.6222, 1006.9, 254.8 ], "text": "23 - 48\"", "html_text": "23 - 48\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 238.6222, 1185, 254.8 ], "text": "10 YR 6/8 Loamy Sand", "html_text": "10 YR 6/8 Loamy Sand", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 19, "location": [ 116.4, 222.4444, 1185, 238.6222 ], "cells": [ { "location": [ 116.4, 222.4444, 294.5, 238.6222 ], "text": "86 - 120\"", "html_text": "86 - 120\"", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 222.4444, 472.6, 238.6222 ], "text": "10 YR 7/8 Sand 6/8 mottles", "html_text": "10 YR 7/8 Sand 6/8 mottles", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 222.4444, 650.7, 238.6222 ], "text": "88 - 99\"", "html_text": "88 - 99\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 222.4444, 828.8, 238.6222 ], "text": "5 Y 5/3 Clay Loam 5/8 mottles", "html_text": "5 Y 5/3 Clay Loam 5/8 mottles", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 222.4444, 1006.9, 238.6222 ], "text": "48 - 79\"", "html_text": "48 - 79\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 222.4444, 1185, 238.6222 ], "text": "10 YR 8/8 Loamy Sand", "html_text": "10 YR 8/8 Loamy Sand", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 20, "location": [ 116.4, 206.2667, 1185, 222.4444 ], "cells": [ { "location": [ 116.4, 206.2667, 294.5, 222.4444 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 206.2667, 472.6, 222.4444 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 206.2667, 650.7, 222.4444 ], "text": "99 - 108\"", "html_text": "99 - 108\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 206.2667, 828.8, 222.4444 ], "text": "5 Y 6/4 Sandy Loam 6/8 mottles", "html_text": "5 Y 6/4 Sandy Loam 6/8 mottles", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 206.2667, 1006.9, 222.4444 ], "text": "79 - 89\"", "html_text": "79 - 89\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 206.2667, 1185, 222.4444 ], "text": "Gley1 6/N Loam 10 YR 5/8 mottles", "html_text": "Gley1 6/N Loam 10 YR 5/8 mottles", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 21, "location": [ 116.4, 190.0889, 1185, 206.2667 ], "cells": [ { "location": [ 116.4, 190.0889, 294.5, 206.2667 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 190.0889, 472.6, 206.2667 ], "text": "SHWT @ 65\", Elevation 67.3", "html_text": "SHWT @ 65\", Elevation 67.3", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 190.0889, 650.7, 206.2667 ], "text": "108 - 120\"", "html_text": "108 - 120\"", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 190.0889, 828.8, 206.2667 ], "text": "10 YR 6/8 Loam Sand w/ Pea Gravel", "html_text": "10 YR 6/8 Loam Sand w/ Pea Gravel", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 190.0889, 1006.9, 206.2667 ], "text": "89 - 102\"", "html_text": "89 - 102\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 190.0889, 1185, 206.2667 ], "text": "10 YR 7/8 Loamy San 5/8 distinct mottles", "html_text": "10 YR 7/8 Loamy San 5/8 distinct mottles", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 22, "location": [ 116.4, 173.9111, 1185, 190.0889 ], "cells": [ { "location": [ 116.4, 173.9111, 294.5, 190.0889 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 173.9111, 472.6, 190.0889 ], "text": "Groundwater found at 94\"", "html_text": "Groundwater found at 94\"", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 173.9111, 650.7, 190.0889 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 173.9111, 828.8, 190.0889 ], "text": "", "html_text": "", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 173.9111, 1006.9, 190.0889 ], "text": "102 - 120\"", "html_text": "102 - 120\"", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 173.9111, 1185, 190.0889 ], "text": "10 YR 8/3 Loamy Sand 5/8 distinct mottles", "html_text": "10 YR 8/3 Loamy Sand 5/8 distinct mottles", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 23, "location": [ 116.4, 157.7333, 1185, 173.9111 ], "cells": [ { "location": [ 116.4, 157.7333, 294.5, 173.9111 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 157.7333, 472.6, 173.9111 ], "text": "Permeability @ 60\" = 10.5 Inches per hour", "html_text": "Permeability @ 60\" = 10.5 Inches per hour", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 157.7333, 650.7, 173.9111 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 157.7333, 828.8, 173.9111 ], "text": "SHWT @ 79\", Elevation = 67.6", "html_text": "SHWT @ 79\", Elevation = 67.6", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 157.7333, 1006.9, 173.9111 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 157.7333, 1185, 173.9111 ], "text": "", "html_text": "", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 24, "location": [ 116.4, 141.5556, 1185, 157.7333 ], "cells": [ { "location": [ 116.4, 141.5556, 294.5, 157.7333 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 141.5556, 472.6, 157.7333 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 141.5556, 650.7, 157.7333 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 141.5556, 828.8, 157.7333 ], "text": "Water @ 102\"", "html_text": "Water @ 102\"", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 141.5556, 1006.9, 157.7333 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 141.5556, 1185, 157.7333 ], "text": "SHWT @ 79\", Elevation = 66.4", "html_text": "SHWT @ 79\", Elevation = 66.4", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 25, "location": [ 116.4, 125.3778, 1185, 141.5556 ], "cells": [ { "location": [ 116.4, 125.3778, 294.5, 141.5556 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 125.3778, 472.6, 141.5556 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 125.3778, 650.7, 141.5556 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 125.3778, 828.8, 141.5556 ], "text": "Permeability @ 116\" = 18.5 Inches per hour", "html_text": "Permeability @ 116\" = 18.5 Inches per hour", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 125.3778, 1006.9, 141.5556 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 125.3778, 1185, 141.5556 ], "text": "Permeability @ 93\" = 10.0 Inches per hour", "html_text": "Permeability @ 93\" = 10.0 Inches per hour", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 26, "location": [ 116.4, 109.2, 1185, 125.3778 ], "cells": [ { "location": [ 116.4, 109.2, 294.5, 125.3778 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.5, 109.2, 472.6, 125.3778 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 472.6, 109.2, 650.7, 125.3778 ], "text": "", "html_text": "", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 650.7, 109.2, 828.8, 125.3778 ], "text": "", "html_text": "", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 828.8, 109.2, 1006.9, 125.3778 ], "text": "", "html_text": "", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 1006.9, 109.2, 1185, 125.3778 ], "text": "Water @ 108\"", "html_text": "Water @ 108\"", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 27, "n_cols": 6, "ref": "#/tables/0", "reading_order": 19 }, { "page": 4, "type": "LIST_ITEM", "location": { "l": 1344.9, "t": 525, "r": 1774.5, "b": 489.78 }, "text": "THE PROJECT DOES NOT CONTAIN ANY HIGH POLLUTANT LOADING AREAS (HPLA) AND SECREGATION OR PRE-TREATMENT OF RUNOFF IS NOT REQUIRED.", "marker": "1.", "list_id": "L7", "level": 0, "reading_order": 20 }, { "page": 4, "type": "LIST_ITEM", "location": { "l": 1344.9, "t": 489.78, "r": 1774.5, "b": 454.56 }, "text": "THE STORMWATER BASIN AND RECHARGE SYSTEM HAS BEEN DESIGNED TO MAINTAIN A MINIMUM SEPARATION OF AT LEAST TWO (2) FEET FROM THE BASIN BOTTOM TO THE SEASONAL HIGH WATER TABLE.", "marker": "2.", "list_id": "L7", "level": 0, "reading_order": 21 }, { "page": 4, "type": "LIST_ITEM", "location": { "l": 1344.9, "t": 454.56, "r": 1774.5, "b": 419.34 }, "text": "THE SOIL PERMEABILITY BELOW THE BASIN DOES NOT PERMEATED IN EXCESS OF 20 INCHES PER HOUR AND NO BIORETENTION SYSTEM IS REQUIRED. UNSUITABLE SOILS MUST BE REMOVED AND REPLACED.", "marker": "3.", "list_id": "L7", "level": 0, "reading_order": 22 }, { "page": 4, "type": "LIST_ITEM", "location": { "l": 1344.9, "t": 419.34, "r": 1774.5, "b": 384.12 }, "text": "A GROUNDWATER MOUNDING ANALYSIS INDICATES NO ADVERSE IMPACT TO ADJACENT WATERBODIES, WETLANDS, STRUCTURES OR SEPTICS.", "marker": "4.", "list_id": "L7", "level": 0, "reading_order": 23 }, { "page": 4, "type": "LIST_ITEM", "location": { "l": 1344.9, "t": 384.12, "r": 1774.5, "b": 348.9 }, "text": "CARE MUST BE TAKEN DURING CONSTRUCTION TO MINIMIZE COMPACTION OF THE BASIN BOTTOM. THE BASIN AREA MUST BE RENOVATED AND TILLED AFTER CONSTRUCTION IS COMPLETED AND THE DRAINAGE AREA IS STABILIZED. NO EARTHWORK MAY BE PERFORMED WHEN SOIL MOISTURE CONTENT IS ABOVE THE LOWER PLASTIC LIMIT.", "marker": "5.", "list_id": "L7", "level": 0, "reading_order": 24 }, { "page": 4, "type": "TABLE", "location": { "l": 1858.2, "t": 545.4, "r": 2185.2, "b": 327 }, "text": "
EXISTING SPOT GRADE127.32 × 115.10 +
PROPOSED SPOT GRADE115.10 +
EXISTING CONTOUR134
PROPOSED CONTOUR91
PROPOSED INLET■
PROPOSED STORM MANHOLE●
PROPOSED FLARED END SECTION▶
PROPOSED STORM PIPE------
PROPOSED ROOF DRAINAGE------
PROPOSED CLEAN OUT-
PROPOSED TEST PIT\"Image\"\"
", "rows": [ { "row_index": 0, "location": [ 1858.2, 525.5455, 2185.2, 545.4 ], "cells": [ { "location": [ 1858.2, 525.5455, 2021.7, 545.4 ], "text": "EXISTING SPOT GRADE", "html_text": "EXISTING SPOT GRADE", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 525.5455, 2185.2, 545.4 ], "text": "127.32 × 115.10 +", "html_text": "127.32 × 115.10 +", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 1, "location": [ 1858.2, 505.6909, 2185.2, 525.5455 ], "cells": [ { "location": [ 1858.2, 505.6909, 2021.7, 525.5455 ], "text": "PROPOSED SPOT GRADE", "html_text": "PROPOSED SPOT GRADE", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 505.6909, 2185.2, 525.5455 ], "text": "115.10 +", "html_text": "115.10 +", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 2, "location": [ 1858.2, 485.8364, 2185.2, 505.6909 ], "cells": [ { "location": [ 1858.2, 485.8364, 2021.7, 505.6909 ], "text": "EXISTING CONTOUR", "html_text": "EXISTING CONTOUR", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 485.8364, 2185.2, 505.6909 ], "text": "134", "html_text": "134", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 3, "location": [ 1858.2, 465.9818, 2185.2, 485.8364 ], "cells": [ { "location": [ 1858.2, 465.9818, 2021.7, 485.8364 ], "text": "PROPOSED CONTOUR", "html_text": "PROPOSED CONTOUR", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 465.9818, 2185.2, 485.8364 ], "text": "91", "html_text": "91", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 4, "location": [ 1858.2, 446.1273, 2185.2, 465.9818 ], "cells": [ { "location": [ 1858.2, 446.1273, 2021.7, 465.9818 ], "text": "PROPOSED INLET", "html_text": "PROPOSED INLET", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 446.1273, 2185.2, 465.9818 ], "text": "■", "html_text": "■", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 5, "location": [ 1858.2, 426.2727, 2185.2, 446.1273 ], "cells": [ { "location": [ 1858.2, 426.2727, 2021.7, 446.1273 ], "text": "PROPOSED STORM MANHOLE", "html_text": "PROPOSED STORM MANHOLE", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 426.2727, 2185.2, 446.1273 ], "text": "●", "html_text": "●", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 6, "location": [ 1858.2, 406.4182, 2185.2, 426.2727 ], "cells": [ { "location": [ 1858.2, 406.4182, 2021.7, 426.2727 ], "text": "PROPOSED FLARED END SECTION", "html_text": "PROPOSED FLARED END SECTION", "links": 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"placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 346.8545, 2185.2, 366.7091 ], "text": "-", "html_text": "-", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 10, "location": [ 1858.2, 327, 2185.2, 346.8545 ], "cells": [ { "location": [ 1858.2, 327, 2021.7, 346.8545 ], "text": "PROPOSED TEST PIT", "html_text": "PROPOSED TEST PIT", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2021.7, 327, 2185.2, 346.8545 ], "text": "", "html_text": "\"Image\"", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" } ], "n_rows": 11, "n_cols": 2, "ref": "#/tables/2", "reading_order": 25 }, { 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2234.7, "b": 222.7 }, "text": "ALL STORMWATER INLETS TO BE TYPE 'B' UNLESS OTHERWISE NOTED.", "marker": "2.", "list_id": "L8", "level": 0, "reading_order": 30 }, { "page": 4, "type": "LIST_ITEM", "location": { "l": 1859.4, "t": 222.7, "r": 2234.7, "b": 189.9 }, "text": "ALL BUILDING ROOF DRAINS WILL CONNECT TO THE STORMWATER DRAINAGE SYSTEM. ROOF DRAIN SYSTEM IS PRELIMINARY, PENDING THE COMPLETION OF FINAL ARCHITECTURAL DESIGN.", "marker": "3.", "list_id": "L8", "level": 0, "reading_order": 31 }, { "page": 4, "type": "TABLE", "location": { "l": 1372.5, "t": 279.6, "r": 1756.2, "b": 79.2 }, "text": "
FOLLOWING IS A SUMMARY OF THE REQUIRED MAINTENANCE ACTIVITIES:
TASKSCHEDULE
INFILTRATION SYSTEM
DEBRIS REMOVALBI-ANNUALLY
INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURESANNUALLY
TILLING OF BASIN BOTTOMANNUALLY
COLLECTION SYSTEMS
DEBRIS REMOVAL & CLEANINGBI-ANNUALLY
INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURESANNUALLY
RAINAGE SYSTEM SHALL BE CLEANED BY THE APPLICANT UPON COMPLETION OF THE SITE.
", "rows": [ { "row_index": 0, "location": [ 1372.5, 259.56, 1756.2, 279.6 ], "cells": [ { "location": [ 1372.5, 259.56, 1756.2, 279.6 ], "text": "FOLLOWING IS A SUMMARY OF THE REQUIRED MAINTENANCE ACTIVITIES:", "html_text": "FOLLOWING IS A SUMMARY OF THE REQUIRED MAINTENANCE ACTIVITIES:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 1372.5, 239.52, 1756.2, 259.56 ], "cells": [ { "location": [ 1372.5, 239.52, 1564.35, 259.56 ], "text": "TASK", "html_text": "TASK", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 239.52, 1756.2, 259.56 ], "text": "SCHEDULE", "html_text": "SCHEDULE", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 1372.5, 219.48, 1756.2, 239.52 ], "cells": [ { "location": [ 1372.5, 219.48, 1564.35, 239.52 ], "text": "INFILTRATION SYSTEM", "html_text": "INFILTRATION SYSTEM", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 219.48, 1756.2, 239.52 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 1372.5, 199.44, 1756.2, 219.48 ], "cells": [ { "location": [ 1372.5, 199.44, 1564.35, 219.48 ], "text": "DEBRIS REMOVAL", "html_text": "DEBRIS REMOVAL", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 199.44, 1756.2, 219.48 ], "text": "BI-ANNUALLY", "html_text": "BI-ANNUALLY", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 4, "location": [ 1372.5, 179.4, 1756.2, 199.44 ], "cells": [ { "location": [ 1372.5, 179.4, 1564.35, 199.44 ], "text": "INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURES", "html_text": "INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURES", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 179.4, 1756.2, 199.44 ], "text": "ANNUALLY", "html_text": "ANNUALLY", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 5, "location": [ 1372.5, 159.36, 1756.2, 179.4 ], "cells": [ { "location": [ 1372.5, 159.36, 1564.35, 179.4 ], "text": "TILLING OF BASIN BOTTOM", "html_text": "TILLING OF BASIN BOTTOM", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 159.36, 1756.2, 179.4 ], "text": "ANNUALLY", "html_text": "ANNUALLY", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 1372.5, 139.32, 1756.2, 159.36 ], "cells": [ { "location": [ 1372.5, 139.32, 1564.35, 159.36 ], "text": "COLLECTION SYSTEMS", "html_text": "COLLECTION SYSTEMS", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 139.32, 1756.2, 159.36 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 7, "location": [ 1372.5, 119.28, 1756.2, 139.32 ], "cells": [ { "location": [ 1372.5, 119.28, 1564.35, 139.32 ], "text": "DEBRIS REMOVAL & CLEANING", "html_text": "DEBRIS REMOVAL & CLEANING", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 119.28, 1756.2, 139.32 ], "text": "BI-ANNUALLY", "html_text": "BI-ANNUALLY", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 8, "location": [ 1372.5, 99.24, 1756.2, 119.28 ], "cells": [ { "location": [ 1372.5, 99.24, 1564.35, 119.28 ], "text": "INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURES", "html_text": "INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURES", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 1564.35, 99.24, 1756.2, 119.28 ], "text": "ANNUALLY", "html_text": "ANNUALLY", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 9, "location": [ 1372.5, 79.2, 1756.2, 99.24 ], "cells": [ { "location": [ 1372.5, 79.2, 1756.2, 99.24 ], "text": "RAINAGE SYSTEM SHALL BE CLEANED BY THE APPLICANT UPON COMPLETION OF THE SITE.", "html_text": "RAINAGE SYSTEM SHALL BE CLEANED BY THE APPLICANT UPON COMPLETION OF THE SITE.", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 10, "n_cols": 2, "ref": "#/tables/1", "reading_order": 32 }, { "page": 4, "type": "TITLE", "location": { "l": 1859.7, "t": 165.6, "r": 2099.4, "b": 149.1 }, "text": "COUNTY STORMWATER NOTES", "reading_order": 33, "level": 6 }, { "page": 4, "type": "TEXT", "location": { "l": 1874.7, "t": 144.6, "r": 2147.7, "b": 123.9 }, "text": "AREA OF ADDITIONAL PAVEMENT ALONG WHITESVILLE ROAD IS 7,000 SQUARE FEET.", "reading_order": 34 }, { "page": 4, "type": "TEXT", "location": { "l": 1862.4, "t": 115.8, "r": 2193.3, "b": 94.8 }, "text": "2. RUNOFF VOLUME OF WATER QUALITY STORM (1.25\") FROM THE ADDITIONAL PAVEMENT AREAS IS 730 CUBIC FEET.", "reading_order": 35 }, { "page": 4, "type": "TABLE", "location": { "l": 2264.7, "t": 103.2, "r": 2554.5, "b": 36 }, "text": "
SCALE:1" = 30'JOB NUMBER:323617
DRAWN BY:KNLDATE:MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 415
CHECKED BY:WAS
", "rows": [ { "row_index": 0, "location": [ 2264.7, 86.4, 2554.5, 103.2 ], "cells": [ { "location": [ 2264.7, 86.4, 2337.15, 103.2 ], "text": "SCALE:", "html_text": "SCALE:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2337.15, 86.4, 2409.6, 103.2 ], "text": "1\" = 30'", "html_text": "1\" = 30'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2409.6, 86.4, 2482.05, 103.2 ], "text": "JOB NUMBER:", "html_text": "JOB NUMBER:", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2482.05, 86.4, 2554.5, 103.2 ], "text": "323617", "html_text": "323617", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" } ], "ref": "#/tables/4" }, { "row_index": 1, "location": [ 2264.7, 69.6, 2554.5, 86.4 ], "cells": [ { "location": [ 2264.7, 69.6, 2337.15, 86.4 ], "text": "DRAWN BY:", "html_text": "DRAWN BY:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2337.15, 69.6, 2409.6, 86.4 ], "text": "KNL", "html_text": "KNL", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2409.6, 69.6, 2482.05, 86.4 ], "text": "DATE:", "html_text": "DATE:", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2482.05, 69.6, 2554.5, 86.4 ], "text": "MARCH 17, 2023", "html_text": "MARCH 17, 2023", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" } ], "ref": "#/tables/4" }, { "row_index": 2, "location": [ 2264.7, 36, 2554.5, 69.6 ], "cells": [ { "location": [ 2264.7, 52.8, 2337.15, 69.6 ], "text": "DESIGN/CALC'D BY:", "html_text": "DESIGN/CALC'D BY:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2337.15, 52.8, 2409.6, 69.6 ], "text": "IMB", "html_text": "IMB", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2409.6, 36, 2482.05, 69.6 ], "text": "SHEET: 4", "html_text": "SHEET: 4", "links": [], "cell_header_index": 2, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2482.05, 36, 2554.5, 69.6 ], "text": "15", "html_text": "15", "links": [], "cell_header_index": 3, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" } ], "ref": "#/tables/4" }, { "row_index": 3, "location": [ 2264.7, 36, 2409.6, 52.8 ], "cells": [ { "location": [ 2264.7, 36, 2337.15, 52.8 ], "text": "CHECKED BY:", "html_text": "CHECKED BY:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/4" }, { "location": [ 2337.15, 36, 2409.6, 52.8 ], "text": "WAS", "html_text": "WAS", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/4" } ], "ref": "#/tables/4" } ], "n_rows": 4, "n_cols": 4, "ref": "#/tables/4", "reading_order": 36 }, { "page": 4, "type": "TEXT", "location": { "l": 849.3, "t": 81.6, "r": 1098.6, "b": 51.9 }, "text": "Test Pits performed by PDS April 13, 2023\nPermeability results per Tube Permeameter Tests", "reading_order": 37 }, { "page": 4, "type": "TEXT", "location": { "l": 1342.2, "t": 81.9, "r": 1738.8, "b": 59.1 }, "text": "TILLING AND/OR REPLACEMENT OF THE BASIN BOTTOM SHALL BE DONE WHEN THE CALCULATED PERMEABILITY RATES ARE NOT ACHIEVED.", "reading_order": 38 }, { "page": 4, "type": "TEXT", "location": { "l": 1860.9, "t": 87.6, "r": 2181, "b": 62.1 }, "text": "3. THE RETENTION VOLUME OF THE UNDERGROUND RECHARGE SYSTEM IS 146 LF OR 745 CUBIC FEET.\nBLOCK 22\nLOT 19", "reading_order": 39 } ] }, { "page": 5, "items": [ { "page": 5, "type": "TEXT", "location": { "l": 68.7, "t": 1675.2, "r": 103.5, "b": 1416 }, "text": "THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DES SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PRO- WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 0 }, { "page": 5, "type": "FIGURE", "location": { "l": 2267.4, "t": 1418.7, "r": 2555.7, "b": 1125.9 }, "text": "", "reading_order": 1 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1358.1, "t": 625.8, "r": 1734.3, "b": 611.1 }, "text": "THRUST BLOCKS ARE TO BE PROVIDED AT ALL WATER MAINS, BENDS AND FITTINGS.", "marker": "1.", "list_id": "L9", "level": 0, "reading_order": 2 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1357.5, "t": 606, "r": 1681.5, "b": 593.4 }, "text": "FIRE HYDRANTS MUST BE SUPPLIED BY A MINIMUM OF 6\" WATER LINES.", "marker": "2.", "list_id": "L9", "level": 0, "reading_order": 3 }, { "page": 5, "type": "FIGURE", "location": { "l": 2286.3, "t": 1090.2, "r": 2541, "b": 954.3 }, "text": "", "reading_order": 4 }, { "page": 5, "type": "TEXT", "location": { "l": 2240.7, "t": 945.9, "r": 2557.5, "b": 931.9312 }, "text": "22LOT 19", "reading_order": 5 }, { "page": 5, "type": "TEXT", "location": { "l": 2240.7, "t": 778.275, "r": 2557.5, "b": 764.3062 }, "text": "2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL", "reading_order": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 2240.7, "t": 764.3062, "r": 2557.5, "b": 750.3375 }, "text": "1 11/20/2023 GENERAL REVISIONS KNL", "reading_order": 7 }, { "page": 5, "type": "TEXT", "location": { "l": 2240.7, "t": 750.3375, "r": 2557.5, "b": 736.3687 }, "text": "No. DATE DESCRIPTION BY", "reading_order": 8 }, { "page": 5, "type": "TITLE", "location": { "l": 2325.3, "t": 723, "r": 2507.7, "b": 688.8 }, "text": "☰PDS", "reading_order": 9, "level": 1 }, { "page": 5, "type": "TITLE", "location": { "l": 2284.8, "t": 689.1, "r": 2549.7, "b": 671.1 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 10, "level": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 2308.5, "t": 665.4, "r": 2519.4, "b": 647.7 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS CONSTRUCTION SERVICES", "reading_order": 11 }, { "page": 5, "type": "TEXT", "location": { "l": 2311.8, "t": 643.8, "r": 2520.3, "b": 626.7 }, "text": "5 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 0870\nPHONE 732 363 0060 FAX 732 363 0073", "reading_order": 12 }, { "page": 5, "type": "TEXT", "location": { "l": 2330.7, "t": 633, "r": 2497.8, "b": 617.7 }, "text": "PHONE 732 363 0060 FAX 732 363 0073", "reading_order": 13 }, { "page": 5, "type": "TEXT", "location": { "l": 2327.7, "t": 618.3, "r": 2503.2, "b": 601.8 }, "text": "NEW JERSEY STATE BOARD OF P.E. & L.S.\nERTIFICATE OF AUTHORIZATION NO. 24GA28125400", "reading_order": 14 }, { "page": 5, "type": "TEXT", "location": { "l": 2318.1, "t": 578.4, "r": 2508, "b": 553.2 }, "text": "N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400\nIBORDEN@PDS-NJ.COM", "reading_order": 15 }, { "page": 5, "type": "TEXT", "location": { "l": 2317.2, "t": 558.3, "r": 2507.7, "b": 538.5 }, "text": "WILLIAM A. STEVENS, PE, PP", "reading_order": 16 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1365, "t": 519, "r": 1779, "b": 447.3 }, "text": "WATER MAINS MUST HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET AND A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN BOTH SEWER MAINS AND FORCE MAINS. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER/FORCE MAIN AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE SEPARATION IS NOT MAINTAINED BETWEEN THE WATER AND SEWER/FORCE MAINS, INSTALL THE SEWER/FORCE MAIN WITH DUCTILE IRON PIPE WITH WATER TIGHT JOINTS THAT ARE A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE WATER MAIN.", "marker": "5.", "list_id": "L10", "level": 0, "reading_order": 17 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 2281.8, "t": 503.4, "r": 2541.9, "b": 485.7 }, "text": "GRAHAM J. 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IF THE MAIN MUST CROSS BENEATH THE SEWER/FORCE MAIN TO MAINTAIN COVER, THE DUCTILE IRON PIPE SHALL BE PROVIDED AS NOTED ABOVE REGARDLESS OF VERTICAL CLEARANCE.", "list_id": "L10", "level": 0, "reading_order": 20 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1375.2, "t": 354.3, "r": 1786.8, "b": 312.3 }, "text": "ALL OTHER PIPING AND UTILITIES EXCEPT WATER MAINS: PROVIDE 12\" MINIMUM VERTICAL CLEARANCE BETWEEN SEWER MAINS AND OTHER PIPING OR UTILITIES CROSSING EITHER ABOVE OR BELOW. IF OTHER PIPING OR UTILITIES CROSS 12\" - 18\" ABOVE THE SEWER, SUPPORT THE TOP PIPING OR UTILITY WITH CONCRETE CRADLES.", "list_id": "L10", "level": 0, "reading_order": 21 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1361.4, "t": 306, "r": 1765.5, "b": 284.7 }, "text": "PROVIDE 4'-0\" MINIMUM COVER OVER PVC SEWER MAINS AND 3'-0\" MINIMUM COVER OVER DIP SEWER MAINS. PROVIDE 3'-0\" MINIMUM COVER OVER SEWER LATERALS.", "marker": "7.", "list_id": "L10", "level": 0, "reading_order": 22 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1360.8, "t": 276.9, "r": 1767.6, "b": 253.8 }, "text": "ALL SANITARY SEWER SHALL BE P.V.C. CONFORMING TO ASTM D-3034; SDR-35 WITH PUSH ON JOINTS, EXCEPT THAT SEWER HAVING A DEPTH GREATER THEN 15 FEET MUST BE SDR-26.", "marker": "8.", "list_id": "L10", "level": 0, "reading_order": 23 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1358.1, "t": 247.2, "r": 1762.8, "b": 225 }, "text": "ALL WATER MAINS SHALL BE PVC C-900 PIPE. PIPE JOINTS SHALL BE OF PUSH-ON TYPE OR MECHANICAL JOINT TYPE.", "marker": "9.", "list_id": "L10", "level": 0, "reading_order": 24 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1359.6, "t": 218.7, "r": 1600.8, "b": 205.5 }, "text": "PROVIDE 4'-0\" MINIMUM COVER OVER WATER MAINS.", "marker": "10.", "list_id": "L10", "level": 0, "reading_order": 25 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1359.3, "t": 200.7, "r": 1769.1, "b": 178.5 }, "text": "ALL WATER SERVICES AND PLUMBING SHALL CONFORM WITH THE PLUMBING SUBCODE NJAC 5:23-3.15.", "marker": "11.", "list_id": "L10", "level": 0, "reading_order": 26 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1360.8, "t": 168.9, "r": 1773, "b": 146.7 }, "text": "ALL WATER VALVES SHALL BE RESILIENT WEDGE TYPE IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION STANDARD SPECIFICATION C-509.", "marker": "12.", "list_id": "L10", "level": 0, "reading_order": 27 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1360.2, "t": 140.4, "r": 1780.8, "b": 127.2 }, "text": "VALVES SHALL BE PLACED ON WATER DISTRIBUTION MAINS NOT MORE THAN 1,000 FEET APART.", "marker": "13.", "list_id": "L10", "level": 0, "reading_order": 28 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1362.3, "t": 121.8, "r": 1781.4, "b": 100.5 }, "text": "A HYDRANT OR BLOW OFF VALVE SHALL BE LOCATED BEYOND THE LAST SERVICE CONNECTION ON TEMPORARY DEAD ENDS.", "marker": "14.", "list_id": "L10", "level": 0, "reading_order": 29 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1361.1, "t": 94.2, "r": 1640.4, "b": 81 }, "text": "WATER METERS SUBJECT TO FINAL ARCHITECTURAL DESIGN.", "marker": "15.", "list_id": "L10", "level": 0, "reading_order": 30 }, { "page": 5, "type": "LIST_ITEM", "location": { "l": 1361.7, "t": 72.9, "r": 1767.6, "b": 51.9 }, "text": "BACKFLOW PREVENTERS TO BE PROVIDED WITHIN EACH BUILDING FOR THE FIRE SERVICE. 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UTILITY PLAN
FOR
TAX BLOCK 22203 TAX LOT 11
TOWNSHIP OF JACKSON
OCEAN COUNTYNEW JERSEY
SCALE:1" = 30'JOB NUMBER:323617
DRAWN BY:KNLDATE:MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 515
CHECKED BY:WAS
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"PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 21, "level": 6 }, { "page": 6, "type": "TEXT", "location": { "l": 2298, "t": 669.9, "r": 2538.9, "b": 414.6 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, 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\n\nIAN M BORDEN, PP\nN.J. PROFESSIONAL PLANNER LICENSE #33LI00617400\nIBORDEN@PDS-NJ.COM\nWILLIAM A. STEVENS, PE, PP\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENES@PDS-NJ.COM\nRAHAM 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", "reading_order": 22 }, { "page": 6, "type": "TEXT", "location": { "l": 2319.6, "t": 666.6, "r": 2517.6, "b": 654.6 }, "text": "ONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS,", "reading_order": 23 }, { "page": 6, "type": "FIGURE", "location": { "l": 1105.2, "t": 666, "r": 1147.8, "b": 624.3 }, "text": "", "reading_order": 24 }, { "page": 6, "type": "TEXT", "location": { "l": 2065.8, "t": 656.7, "r": 2238, "b": 417 }, "text": "FIRE SIGN TO BE ERECTED WITH THE BOTTOM OF THE SIGN NOT LESS THAN 6 FEET ABOVE THE GROUND. FIRE SIGN TO BE 12\" WIDE BY 18\" IN LENGTH.\nFIRE SIGN TO HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED BORDER AND A MINIMUM OF 3\" SIZED REFLECTIVE RED LETTERS LABELED \"NO\" ON THE FIRST LINE, 3\" SIZED REFLECTIVE RED LETTERS LABELED \"PARKING\" ON THE SECOND LINE, 2\" SIZED REFLECTIVE RED LETTERS LABELED \"FIRE\" ON THE THIRD LINE AND 2\" SIZED REFLECTIVE RED LETTERS LABELED \"LANE\" OR \"ZONE\" ON THE FOURTH LINE.\n4. SPACING OF THE SIGNS SHALL BE EVEN, WITH ONE SIGN FACING THE DIRECTION OF TRAVEL OR ALTERNATE DIRECTION OF TRAVEL FOR A MAXIMUM DISTANCE 100' PER SIGN OR AS ORDERED BY THE FIRE OFFICIAL.", "reading_order": 25 }, { "page": 6, "type": "TEXT", "location": { "l": 1664.1, "t": 644.4, "r": 1769.1, "b": 620.7 }, "text": "CROSSWALK", "reading_order": 26 }, { "page": 6, "type": "FIGURE", "location": { "l": 1040.4, "t": 603, "r": 1463.1, "b": 373.8 }, "text": "", "reading_order": 27 }, { "page": 6, "type": "FIGURE", "location": { "l": 1576.8, "t": 567.3, "r": 1824.6, "b": 357 }, "text": "", "reading_order": 28 }, { "page": 6, "type": "TEXT", "location": { "l": 1604.1, "t": 550.5, "r": 1671.9, "b": 536.4 }, "text": "SINGLE 4\" WIDE YELLOW STRIPE", "reading_order": 29 }, { "page": 6, "type": "FIGURE", "location": { "l": 323.4, "t": 462.6, "r": 961.8, "b": 102 }, "text": "", "reading_order": 30 }, { "page": 6, "type": "TEXT", "location": { "l": 1755.9, "t": 449.4, "r": 1823.1, "b": 430.5 }, "text": "SINGLE 4\" WIDE YELLOW STRIPE", "reading_order": 31 }, { "page": 6, "type": "TEXT", "location": { "l": 147.6, "t": 437.7, "r": 299.1, "b": 368.7 }, "text": "EACH ACCESSIBLE PARKING SPACE SHALL BE PAINTED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN THE PROPORTIONS ESTABLISHED BY THE AMERICANS WITH DISABILITIES ACT.", "reading_order": 32 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1587.9, "t": 438.9, "r": 1815, "b": 419.25 }, "text": "FIRE LANE GROUND MARKING SHALL BE \"NO PARKING FIRE LANE\"", "marker": "1.", "list_id": "L11", "level": 0, "reading_order": 33 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1587.9, "t": 419.25, "r": 1815, "b": 399.6 }, "text": "THE LETTERING SHALL BE LEGIBLE AND THE LETTER SIZE SHALL BE A MINIMUM OF 24\" HIGH AND A FOUR INCH STROKE.", "marker": "2.", "list_id": "L11", "level": 0, "reading_order": 34 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1587.9, "t": 399.6, "r": 1815, "b": 379.95 }, "text": "THE WORDING SHALL FACE DIRECTION OF TRAVEL OR ALTERNATE DIRECTION OF TRAVEL FOR A MAXIMUM DISTANCE OF EVERY 75' ON PAVED SURFACE.", "marker": "3.", "list_id": "L11", "level": 0, "reading_order": 35 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1587.9, "t": 379.95, "r": 1815, "b": 360.3 }, "text": "STRIPING AND LETTERING SHALL BE APPROVED NJDOT STANDARD TRAFFIC YELLOW PAINT.", "marker": "4.", "list_id": "L11", "level": 0, "reading_order": 36 }, { "page": 6, "type": "TITLE", "location": { "l": 1587, "t": 437.4, "r": 1617.3, "b": 427.2 }, "text": "NOTES:", "reading_order": 37, "level": 6 }, { "page": 6, "type": "TEXT", "location": { "l": 2319, "t": 431.7, "r": 2504.1, "b": 413.4 }, "text": "N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTEVENM@PDS-N.J.COM", "reading_order": 38 }, { "page": 6, "type": "TEXT", "location": { "l": 1592.1, "t": 426.3, "r": 1806.9, "b": 416.4 }, "text": "1. FIRE LANE GROUND MARKING SHALL BE A MINIMUM OF 20' WIDE", "reading_order": 39 }, { "page": 6, "type": "TITLE", "location": { "l": 2086.5, "t": 410.7, "r": 2210.7, "b": 393.9 }, "text": "FIRE LANE SIGN", "reading_order": 40, "level": 6 }, { "page": 6, "type": "FIGURE", "location": { "l": 2297.7, "t": 408.9, "r": 2546.7, "b": 284.4 }, "text": "", "reading_order": 41 }, { "page": 6, "type": "TEXT", "location": { "l": 2120.7, "t": 391.5, "r": 2187, "b": 381 }, "text": "SCALE: 1\"=1'-0\"", "reading_order": 42 }, { "page": 6, "type": "FIGURE", "location": { "l": 1972.8, "t": 368.7, "r": 2087.4, "b": 254.1 }, "text": "", "reading_order": 43 }, { "page": 6, "type": "TITLE", "location": { "l": 1177.5, "t": 363.6, "r": 1321.2, "b": 346.5 }, "text": "HC PARKING SIGN", "reading_order": 44, "level": 6 }, { "page": 6, "type": "TEXT", "location": { "l": 135.3, "t": 361.2, "r": 293.1, "b": 329.1 }, "text": "2. CHECK STATE AND LOCAL CODES FOR SYMBOL COLOR REQUIREMENTS.", "reading_order": 45 }, { "page": 6, "type": "TEXT", "location": { "l": 1233, "t": 343.5, "r": 1258.5, "b": 333 }, "text": "NTS", "reading_order": 46 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 132.3, "t": 322.8, "r": 292.8, "b": 302.1 }, "text": "ALL STRIPING SHALL BE PAINTED BLUE.", "marker": "3.", "list_id": "L12", "level": 0, "reading_order": 47 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 2316.3, "t": 304.5, "r": 2472.6, "b": 285.3 }, "text": "PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394", "list_id": "L12", "level": 0, "reading_order": 48 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 133.8, "t": 294.3, "r": 283.5, "b": 270.3 }, "text": "WHEELCHAIR IMAGE SHALL BE CENTERED IN STALL.", "marker": "4.", "list_id": "L12", "level": 0, "reading_order": 49 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1493.1, "t": 277.8, "r": 1906.2, "b": 247.8 }, "text": "GENERAL TRAFFIC NOTES", "list_id": "L12", "level": 0, "reading_order": 50 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1493.1, "t": 247.8, "r": 1906.2, "b": 217.8 }, "text": "THE DESIGN AND PLACEMENT OF ALL TRAFFIC SIGNS AND STRIPING SHALL MEET THE REQUIREMENTS SPECIFIED IN THE LATEST \"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS\" (MUTCD) PUBLISHED BY THE US DEPARTMENT OF TRANSPORTATION AND ADOPTED BY THE NEW JERSEY DEPARTMENT OF TRANSPORTATION.", "marker": "1.", "list_id": "L12", "level": 0, "reading_order": 51 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1493.1, "t": 217.8, "r": 1906.2, "b": 187.8 }, "text": "GROUND FIRE LANE MARKINGS SHALL COMPLY WITH THE JACKSON TOWNSHIPS' CODE CHAPTER 204. FIRE LANE SHALL BE GROUND MARKED EVERY SEVENTY FIVE (75') FEET ALTERNATING DIRECTION OF TRAVEL WITHIN A FOUR INCH YELLOW BORDER.", "marker": "2.", "list_id": "L12", "level": 0, "reading_order": 52 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1493.1, "t": 187.8, "r": 1906.2, "b": 157.8 }, "text": "FIRE LANE SIGNS SHALL BE INSTALLED AS SHOWN, ALTERNATING DIRECTION OF TRAVEL EVERY SEVENTY FIVE (75') FEET.", "marker": "3.", "list_id": "L12", "level": 0, "reading_order": 53 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1493.1, "t": 157.8, "r": 1906.2, "b": 127.80000000000001 }, "text": "TURNING RADII SHOWN ON THIS PLAN WERE GENERATED BY AUTOTURN PRO, USING A SU-30 TRANSPORT TRUCK.", "marker": "4.", "list_id": "L12", "level": 0, "reading_order": 54 }, { "page": 6, "type": "LIST_ITEM", "location": { "l": 1493.1, "t": 127.80000000000001, "r": 1906.2, "b": 97.80000000000001 }, "text": "STOP LINES, GORE LINES, CROSSWALKS, PAVEMENT SYMBOLS AND WORDS, YIELD MARKINGS AND 2' LONG DASHED WHITE LINES SHALL BE THERMOPLASTIC ALL OTHERS", "marker": "5.", "list_id": "L12", "level": 0, "reading_order": 55 }, { "page": 6, "type": "TEXT", "location": { "l": 2299.2, "t": 274.5, "r": 2526.6, "b": 259.8 }, "text": "PRELIMINARY & FINAL SITE PLANS", "reading_order": 56 }, { "page": 6, "type": "TEXT", "location": { "l": 138.9, "t": 264.6, "r": 302.1, "b": 143.7 }, "text": "THE DESIGN AND PLACEMENT OF ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE LATEST \"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS,\" (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION AND ADOPTED BY THE NJ DEPARTMENT OF TRANSPORTATION.", "reading_order": 57 }, { "page": 6, "type": "FIGURE", "location": { "l": 2298, "t": 258.9, "r": 2529.6, "b": 144.6 }, "text": "", "reading_order": 58 }, { "page": 6, "type": "TEXT", "location": { "l": 1093.5, "t": 254.7, "r": 1151.4, "b": 241.2 }, "text": "TRUSS \"ROOF", "reading_order": 59 }, { "page": 6, "type": "TEXT", "location": { "l": 2019.6, "t": 255.3, "r": 2045.1, "b": 237 }, "text": "R1-1\n0\"x30\"", "reading_order": 60 }, { "page": 6, "type": "TITLE", "location": { "l": 2300.1, "t": 254.4, "r": 2529, "b": 207.6 }, "text": "TRAFFIC SIGNAGE & CIRCULATION PLAN", "reading_order": 61, "level": 2 }, { "page": 6, "type": "TEXT", "location": { "l": 2195.1, "t": 252.9, "r": 2224.8, "b": 235.8 }, "text": "24\"x30", "reading_order": 62 }, { "page": 6, "type": "TITLE", "location": { "l": 979.2, "t": 241.5, "r": 1017.9, "b": 229.5 }, "text": "NOTES:", "reading_order": 63, "level": 6 }, { "page": 6, "type": "TEXT", "location": { "l": 989.4, "t": 229.8, "r": 1235.4, "b": 76.8 }, "text": "1. THE EMBLEM SHALL BE OF A BRIGHT AND REFLECTIVE COLOR, OR MADE OF REFLECTIVE MATERIAL.\n2. THE SHAPE OF THE EMBLEM SHALL BE AN ISOSCELES TRIANGLE.\n3. THE SIZE OF THE EMBLEM SHALL BE 12\" HORIZONTALLY AND 6\" VERTICALLY, WITH LETTERS OF A SIZE AND COLOR TO MAKE THEM CONSPICUOUS AND SHALL BE PRINTED ON THE EMBLEM AS SHOWN ABOVE.\n4. THE EMBLEM SHALL BE PERMANENTLY AFFIXED TO THE LEFT OF THE MAIN ENTRANCE DOOR AT THE HEIGHT OF BETWEEN 4 FEET AND 6 FEET ABOVE THE GROUND, AND SHALL BE INSTALLED AND MAINTAINED BY THE OWNER OF THE BUILDING.\nTRUSS SIGN", "reading_order": 64 }, { "page": 6, "type": "FIGURE", "location": { "l": 2074.2, "t": 225.3, "r": 2232, "b": 89.1 }, "text": "", "reading_order": 65 }, { "page": 6, "type": "TEXT", "location": { "l": 2399.4, "t": 205.8, "r": 2426.7, "b": 193.5 }, "text": "FOR", "reading_order": 66 }, { "page": 6, "type": "TEXT", "location": { "l": 2078.4, "t": 202.8, "r": 2136.6, "b": 163.8 }, "text": "RESERVED\nPARKING", "reading_order": 67 }, { "page": 6, "type": "TITLE", "location": { "l": 1992.6, "t": 199.8, "r": 2048.7, "b": 111.9 }, "text": "NO\nPARKING\nFIRE\nLANE", "reading_order": 68, "level": 5 }, { "page": 6, "type": "TEXT", "location": { "l": 2338.5, "t": 188.4, "r": 2489.4, "b": 147 }, "text": "TAX BLOCK 22203\nTAX LOT 11", "reading_order": 69 }, { "page": 6, "type": "TEXT", "location": { "l": 2359.8, "t": 126.6, "r": 2465.7, "b": 113.4 }, "text": "TOWNSHIP OF JACKSON", "reading_order": 70 }, { "page": 6, "type": "TEXT", "location": { "l": 294.6, "t": 120.3, "r": 508.2, "b": 103.8 }, "text": "HANDICAP PARKING SPACE", "reading_order": 71 }, { "page": 6, "type": "TEXT", "location": { "l": 1305, "t": 119.1, "r": 1901.4, "b": 81.9 }, "text": "COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. 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SERVICES\n245 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\nN.J. PROFESSIONAL PLANNER LICENSE #33LI00617400\nIBORDEN@PDS-NJ.COM", "reading_order": 8 }, { "page": 8, "type": "TEXT", "location": { "l": 135.9, "t": 583.8, "r": 320.7, "b": 565.2 }, "text": "LANDSCAPE SCHEDULE", "reading_order": 9 }, { "page": 8, "type": "TITLE", "location": { "l": 2028, "t": 590.7, "r": 2099.1, "b": 571.8 }, "text": "LEGEND", "reading_order": 10, "level": 5 }, { "page": 8, "type": "TOC", "location": { "l": 191.6148, "t": 1138.2, "r": 1627.9055, "b": -412.3665 }, "text": "", "items": [ { "page": 8, "type": "TOC_ITEM", "location": { "l": 906.1484, "t": 1138.2, "r": 1627.9055, "b": 1048.1736 }, "text": "9 JV 1 NS CA W W LAWN 9 HP 14 21,000 SF TOTAL OFFICE BUILDING THREE (3) STORY PROPOSED 100' IA LAWN 1 SA", "title": "9 JV 1 NS CA W W LAWN 9 HP 14 21,000 SF TOTAL OFFICE BUILDING THREE (3) STORY PROPOSED 100' IA LAWN 1 SA", "page_target": 6, "page_start": 6, "page_end": 6, "row_index": 0, "reading_order": 0 }, { "page": 8, "type": "TOC_ITEM", "location": { "l": 967.9484, "t": 636, "r": 1599.4656, "b": 559.5465 }, "text": "2 NS CS FENCE (TYP) TREE PROTECTION W", "title": "2 NS CS FENCE (TYP) TREE PROTECTION W", "page_target": 1, "page_start": 1, "page_end": 1, "row_index": 1, "reading_order": 1 }, { "page": 8, "type": "TOC_ITEM", "location": { "l": 191.6148, "t": -301.5601, "r": 1600.1855, "b": -412.3665 }, "text": "PLANT QUANTITY PLANT KEY TREE PROTECTION FENCE TREE CLEARING LIMIT REMOVED EXISTING TREE TO BE EXISTING TREE TO REMAIN EXISTING TREE SHRUB EVERGREEN ORNAMENTAL TREE SHADE TREE LEGEND 5 JV PE PE", "title": "PLANT QUANTITY PLANT KEY TREE PROTECTION FENCE TREE CLEARING LIMIT REMOVED EXISTING TREE TO BE EXISTING TREE TO REMAIN EXISTING TREE SHRUB EVERGREEN ORNAMENTAL TREE SHADE TREE LEGEND 5 JV PE PE", "page_target": 3, "page_start": 3, "page_end": 3, "row_index": 2, "reading_order": 2 } ], "reading_order": 11 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 569.7, "r": 2226, "b": 533.9727 }, "text": "THE CONTRACTOR MUST PROVIDE WRITTEN NOTICE TO THE JACKSON TOWNSHIP FORESTER A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF TREE REMOVAL OPERATIONS. SHADE TREE", "marker": "1.", "list_id": "L13", "level": 0, "reading_order": 12 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 533.9727, "r": 2226, "b": 498.2455 }, "text": "THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF JACKSON TOWNSHIP 405. ORNAMENTAL TREE", "marker": "2.", "list_id": "L13", "level": 0, "reading_order": 13 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 498.2455, "r": 2226, "b": 462.5182 }, "text": "THE EXISTING TREES MUST BE PROTECTED BY INSTALLATION OF 4 FOOT ORANGE CONSTRUCTION FENCING. THE FENCING MUST BE PLACED AT THE LIMIT OF CLEARING PRIOR TO COMMENCEMENT OF TREE REMOVAL OPERATIONS. EVERGREEN", "marker": "3.", "list_id": "L13", "level": 0, "reading_order": 14 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 462.5182, "r": 2226, "b": 426.7909 }, "text": "THE RETAINED TREES MUST BE IDENTIFIED BY FLAGGING WITH RIBBON. THE CONTRACTOR MUST CONTACT THE JACKSON TOWNSHIP FORESTER TO SCHEDULE AN INSPECTION. SHRUB", "marker": "4.", "list_id": "L13", "level": 0, "reading_order": 15 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 426.7909, "r": 2226, "b": 391.0636 }, "text": "ALL REMAINING TREES ARE TO BE PRUNED AS NECESSARY IN ACCORDANCE WITH INDUSTRY STANDARDS BY A NJ CERTIFIED TREE EXPERT. EXISTING TREE", "marker": "5.", "list_id": "L13", "level": 0, "reading_order": 16 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 391.0636, "r": 2226, "b": 355.3364 }, "text": "ALL SPECIMEN TREES WERE IDENTIFIED AND TABULATED BY PROFESSIONAL DESIGN SERVICES, LLC. EXISTING TREE TO REMAIN", "marker": "6.", "list_id": "L13", "level": 0, "reading_order": 17 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 355.3364, "r": 2226, "b": 319.6091 }, "text": "THE JACKSON TOWNSHIP FORESTER MAY REQUIRE DEAD, BROKEN BRANCH AND SELECT RISK TREE REMOVAL ON REMAINING SPECIMEN TREES BEFORE PERFORMANCE BOND RELEASE. EXISTING TREE TO BE REMOVED", "marker": "7.", "list_id": "L13", "level": 0, "reading_order": 18 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 319.6091, "r": 2226, "b": 283.8818 }, "text": "CLEARING LIMITS WILL BE FIELD SET AND APPROVED BY THE INSPECTING ENGINEER AND TOWNSHIP FORESTER PRIOR TO ANY LAND DISTURBANCE OPERATIONS. TREE CLEARING LIMIT", "marker": "8.", "list_id": "L13", "level": 0, "reading_order": 19 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 283.8818, "r": 2226, "b": 248.1545 }, "text": "ALL TREE STUMPS AND OTHER TREE PARTS OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS, PORTIONS OF A TREE TRUNK OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT. TREE PROTECTION FENCE", "marker": "9.", "list_id": "L13", "level": 0, "reading_order": 20 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 248.1545, "r": 2226, "b": 212.4273 }, "text": "THE DEVELOPER SHALL SELECTIVELY THIN OR REMOVE ALL DEAD OR DYING BEGETATION, EITHER STANDING OR FALLEN , AND SHALL REMOVE, INCLUDING GRUBBING OUT STUMPS, ALL UNDESIRABLE TREES AND OTHER GROWTH. PLANT KEY", "marker": "10.", "list_id": "L13", "level": 0, "reading_order": 21 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1524.9, "t": 212.4273, "r": 2226, "b": 176.7 }, "text": "ALL LANDSCAPING MATERIAL TO HAVE A MAINTENANCE GUARANTEE PERIOD OF 2", "marker": "11.", "list_id": "L13", "level": 0, "reading_order": 22 }, { "page": 8, "type": "TEXT", "location": { "l": 2320.5, "t": 557.4, "r": 2507.1, "b": 539.4 }, "text": "WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENS@PDS-NL.COM", "reading_order": 23 }, { "page": 8, "type": "TABLE", "location": { "l": 134.4, "t": 553.8, "r": 823.8, "b": 96.9 }, "text": "
KEYQTYBOTANICAL NAMECOMMON NAMEINSTALLED HEIGHTCALIPERROOTCOMMENTS
Shade Trees
AR8Acer buergeranumTrident Red Maple2(1)/(2) quot; - 3 quot;B&BLimbed up to 7'; Spring Planting Only
AS6Acer saccharum 'Legacy'Legacy Sugar Maple2(1)/(2) quot; - 3 quot;B&BLimbed up to 7', Fall Dig Hazard-Spring Planting Only
BN6Betula nigra 'Heritage'Heritage River Birch2(1)/(2) quot; - 3 quot;B&BMulti-stem; Limbed up to 7', Spring Planting Only
NS6Nyssa sylvaticaBlack Gum2(1)/(2) quot; - 3 quot;B&BSpring Planting Only
QP11Quercus phellosWillow Oak2(1)/(2) quot; - 3 quot;B&BLimbed up to 7'; Spring Planting Only
SA6Sassafras albidumSassafras2(1)/(2) quot; - 3 quot;B&B
Ornamental Trees
AC7Amelanchier canadensisShadblow Serviceberry$ 6' - 8" $B&BMulti-stem
LI9Lagerstroemia indica x fauriei 'Zuni'Zuni Crape Myrtle$ 6' - 8" $B&BMulti-stem
Evergreen Trees
CO9Chamaecyparis obtusa 'Gracillis'Slender Hinoki False Cypress$ 6' - 8" $B&B
CT19Chamaecyparis thyoidesAtlantic White Cedar$ 6' - 8" $B&B
IA26Ilex x 'Nellie R. Stevens'Nellie R. Stevens Holly$ 6' - 8" $B&B
IO22Ilex opacaAmerican Holly$ 6' - 8" $B&BPlant 2 'Jersey Knight' as pollinator
JV51Juniperus virginianaEastern Red Cedar$ 6' - 8" $B&B
PE45Pinus echinataShortleaf Pine$ 6' - 8" $B&B
TO6Thuja occidentalis 'Holmstrup'Holmstrup Arborvitae5 #x27; MINB&B
TS11Thuja (standishii x plicata) 'Green Giant'Green Giant Arborvitae$ 8" $B&B
Shrubs
CA15Clethra alnifolia 'Hummingbird'Hummingbird Summersweet$ 18" - 24" $#5 CONT
CNJ15Ceanothus americanusNew Jersey Tea$ 18" - 24" $#5 CONT
CS20Cornus sericeaRed Twig Dogwood$ 30" - 36" $#5 CONT
HF11Hypericum frondosum 'Sunburst'Sunburst St. John's Wort$ 18" - 24" $#5 CONT
HP20Hydrangea paniculata 'Little Lime'Little Lime Hydrangea$ 24" - 30" $#5 CONT
IC8Ilex crenata 'Steeds'Steeds Upright Japanese Holly$ 30" - 36" $#5 CONT
IG97Ilex glabra 'Shamrock'Shamrock Inkberry Holly$ 24" - 30" $#5 CONT
IV20Ilex verticillata 'Winter Red'Winter Red Winterberry$ 30" - 36" $#5 CONT
PO3Prunus laurocerasus 'Otto Luyken'Otto Luyken Laurel$ 30" - 36" $#7 CONT
RM12Rhododendron maximumRosebay Rhododendron$ 30" - 36" $#5 CONT
SJ36Spiraea japonica 'Neon Flash'Neon Flash Spirea$ 24" - 30" $#5 CONT
VD10Viburnum dentatum "Ralph Senior"Autumn Jazz Viburnum$ 24" - 30" $#5 CONT
Groundcover
JS87Juniperus sabina 'Monard'Moor-Dense Juniper24 #x27; MIN#5 CONT48" On Center Spacing
LM40Liriope muscari 'Majestic Lilyturf'Big Blue Lily Turf$ 12" - 18" $1 GALPlant 18" On Center
Grasses/Perennials
HH60Hemorocallis x 'Happy Returns'Happy Returns Daylily2 GAL18" On Center Spacing
RF60Rudbeckia fulgida 'Goldstrum'Black Eyed Susan2 GAL18" On Center Spacing
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MACFARLANE, PE, PP, CME\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #6104\nGRAHAM@PDS-NJ.COM\nSTEVEN METELSKI, JR., PLS", "reading_order": 27 }, { "page": 8, "type": "TEXT", "location": { "l": 2319.6, "t": 431.4, "r": 2503.2, "b": 412.2 }, "text": "N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTEVENM@PDS-NJ.COM", "reading_order": 28 }, { "page": 8, "type": "TEXT", "location": { "l": 2318.7, "t": 323.7, "r": 2540.1, "b": 308.1 }, "text": "WILLIAM A. STEVENS, III, P.E., P.P.", "reading_order": 29 }, { "page": 8, "type": "TEXT", "location": { "l": 2315.4, "t": 304.5, "r": 2473.2, "b": 285.6 }, "text": "PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394", "reading_order": 30 }, { "page": 8, "type": "TEXT", "location": { "l": 2297.7, "t": 275.4, "r": 2524.8, "b": 259.5 }, "text": "PRELIMINARY & FINAL SITE PLANS", "reading_order": 31 }, { "page": 8, "type": "TABLE", "location": { "l": 2264.1, "t": 247.2, "r": 2556, "b": 35.1 }, "text": "
LANDSCAPE PLAN
FOR\nTAX BLOCK 22203\nTAX LOT 11
TOWNSHIP OF JACKSON\nOCEAN COUNTY\nNEW JERSEY
SCALE:1" = 30'JOB NUMBER: 323617
DRAWN BY:KNLDATE: MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 8
CHECKED BY:WAS15
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"links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 3, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 3, "location": [ 2264.1, 126, 2556, 156.3 ], "cells": [ { "location": [ 2264.1, 126, 2361.4, 156.3 ], "text": "SCALE:", "html_text": "SCALE:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2361.4, 126, 2458.7, 156.3 ], "text": "1\" = 30'", "html_text": "1\" = 30'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2458.7, 126, 2556, 156.3 ], "text": "JOB NUMBER: 323617", "html_text": "JOB NUMBER: 323617", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 4, "location": [ 2264.1, 95.7, 2556, 126 ], "cells": [ { "location": [ 2264.1, 95.7, 2361.4, 126 ], "text": "DRAWN BY:", "html_text": "DRAWN BY:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2361.4, 95.7, 2458.7, 126 ], "text": "KNL", "html_text": "KNL", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2458.7, 95.7, 2556, 126 ], "text": "DATE: MARCH 17, 2023", "html_text": "DATE: MARCH 17, 2023", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 5, "location": [ 2264.1, 65.4, 2556, 95.7 ], "cells": [ { "location": [ 2264.1, 65.4, 2361.4, 95.7 ], "text": "DESIGN/CALC'D BY:", "html_text": "DESIGN/CALC'D BY:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2361.4, 65.4, 2458.7, 95.7 ], "text": "IMB", "html_text": "IMB", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2458.7, 65.4, 2556, 95.7 ], "text": "SHEET: 8", "html_text": "SHEET: 8", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 6, "location": [ 2264.1, 35.1, 2556, 65.4 ], "cells": [ { "location": [ 2264.1, 35.1, 2361.4, 65.4 ], "text": "CHECKED BY:", "html_text": "CHECKED BY:", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2361.4, 35.1, 2458.7, 65.4 ], "text": "WAS", "html_text": "WAS", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 2458.7, 35.1, 2556, 65.4 ], "text": "15", "html_text": "15", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" } ], "n_rows": 7, "n_cols": 3, "ref": "#/tables/2", "reading_order": 32 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1529.7, "t": 186.3, "r": 1977, "b": 161.1 }, "text": "ALL LANDSCAPING MATERIAL TO HAVE A MAINTENANCE GUARANTEE PERIOD OF 2 YEARS.", "marker": "11.", "list_id": "L14", "level": 0, "reading_order": 33 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1530, "t": 145.8, "r": 1963.5, "b": 127.5 }, "text": "SMALL SCALE INFILTRATION BASIN LANDSCAPE NOTES", "list_id": "L14", "level": 0, "reading_order": 34 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1530.6, "t": 113.7, "r": 1876.5, "b": 100.2 }, "text": "SMALL SCALE INFILTRATION BASIN BOTTOM TO BE 6\" K-5 SAND.", "marker": "1.", "list_id": "L14", "level": 0, "reading_order": 35 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 1530.6, "t": 93.9, "r": 1979.1, "b": 54 }, "text": "SMALL SCALE INFILTRATION BASIN SLOPE TO BE SEEDED WITH \"RAIN GARDEN MIX\" AS MANUFACTURED BY PINELANDS NURSERY & SUPPLY, COLUMBUS, N.J. OR APPROVED EQUAL. COVERAGE RATE: 11 LBS / ACRE", "marker": "2.", "list_id": "L14", "level": 0, "reading_order": 36 } ] }, { "page": 9, "items": [ { "page": 9, "type": "TEXT", "location": { "l": 70.8, "t": 1671, "r": 102.3, "b": 1417.8 }, "text": "THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DE SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PIT WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES. L.L.", "reading_order": 0 }, { "page": 9, "type": "TITLE", "location": { "l": 138.3, "t": 1585.2, "r": 294, "b": 1566.9 }, "text": "LANDSCAPE NOTES", "reading_order": 1, "level": 6 }, { "page": 9, "type": "TITLE", "location": { "l": 158.4, "t": 1554, "r": 240.6, "b": 1541.7 }, "text": "GENERAL NOTES", "reading_order": 2, "level": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 156, "t": 1535.4, "r": 570.9, "b": 1511.1 }, "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": "L15", "level": 0, "reading_order": 3 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153.9, "t": 1504.5, "r": 448.2, "b": 1492.8 }, "text": "ALL TREES ARE DRAWN TO THEIR ANTICIPATED MATURE DRIPLINE.", "marker": "B.", "list_id": "L15", "level": 0, "reading_order": 4 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 156.9, "t": 1488.6, "r": 572.4, "b": 1454.4 }, "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": "L15", "level": 0, "reading_order": 5 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 154.8, "t": 1448.4, "r": 567.6, "b": 1425.3 }, "text": "IN THE EVENT THAT PLANT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANTING SCHEDULE, THE PLAN SHALL SUPERSEDE.", "marker": "D.", "list_id": "L15", "level": 0, "reading_order": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 159, "t": 1418.7, "r": 574.8, "b": 1367.7 }, "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": "L15", "level": 0, "reading_order": 7 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 154.2, "t": 1361.4, "r": 574.5, "b": 1262.7 }, "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.", "marker": "F.", "list_id": "L15", "level": 0, "reading_order": 8 }, { "page": 9, "type": "TITLE", "location": { "l": 150.9, "t": 1254.3, "r": 216, "b": 1242.3 }, "text": "2. PLANTING", "reading_order": 9, "level": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 151.8, "t": 1236.3, "r": 508.5, "b": 1224.9 }, "text": "SOIL MUST BE FROST-FREE, FRIABLE AND NOT MUDDY AT THE TIME OF PLANTING.", "marker": "A.", "list_id": "L16", "level": 0, "reading_order": 10 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 152.7, "t": 1216.8, "r": 569.4, "b": 1175.4 }, "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": "L16", "level": 0, "reading_order": 11 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153.3, "t": 1167.6, "r": 579, "b": 1099.8 }, "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": "L16", "level": 0, "reading_order": 12 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 154.5, "t": 1092.9, "r": 567, "b": 1062 }, "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": "L16", "level": 0, "reading_order": 13 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.7, "t": 1055.4, "r": 422.7, "b": 1042.8 }, "text": "ALL WIRE BASKETS MUST BE REMOVED PRIOR TO PLANTING.", "marker": "E.", "list_id": "L16", "level": 0, "reading_order": 14 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 154.8, "t": 1035.3, "r": 570.9, "b": 984 }, "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.", "marker": "F.", "list_id": "L16", "level": 0, "reading_order": 15 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 156.3, "t": 976.2, "r": 573, "b": 927 }, "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": "L16", "level": 0, "reading_order": 16 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153.6, "t": 920.4, "r": 576.3, "b": 897.3 }, "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": "L16", "level": 0, "reading_order": 17 }, { "page": 9, "type": "TITLE", "location": { "l": 152.7, "t": 889.5, "r": 244.2, "b": 876.3 }, "text": "3. PLANT MATERIAL", "reading_order": 18, "level": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.1, "t": 870.9, "r": 571.2, "b": 829.8 }, "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": "L17", "level": 0, "reading_order": 19 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153.6, "t": 823.5, "r": 569.1, "b": 801.6 }, "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": "L17", "level": 0, "reading_order": 20 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.4, "t": 795.9, "r": 557.4, "b": 772.5 }, "text": "ALL PLANTS SHALL BE FREE FROM DISEASE AND INFESTATION, AND ALL LEGALLY REQUIRED AGRICULTURAL CERTIFICATIONS.", "marker": "C.", "list_id": "L17", "level": 0, "reading_order": 21 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153.3, "t": 765.3, "r": 575.1, "b": 723.3 }, "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": "L17", "level": 0, "reading_order": 22 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.1, "t": 717.3, "r": 569.7, "b": 689.4 }, "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": "L17", "level": 0, "reading_order": 23 }, { "page": 9, "type": "TEXT", "location": { "l": 161.4, "t": 699, "r": 559.2, "b": 685.2 }, "text": "TREE), AS WELL AS CULTURAL REQUIREMENTS, INCLUDING WATERING AND FERTILIZATION.", "reading_order": 24 }, { "page": 9, "type": "TITLE", "location": { "l": 151.2, "t": 678.9, "r": 234.3, "b": 668.1 }, "text": "4. MAINTENANCE", "reading_order": 25, "level": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 162, "t": 660.9, "r": 552.3, "b": 638.1 }, "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": "L18", "level": 0, "reading_order": 26 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.1, "t": 630.9, "r": 564.9, "b": 600.3 }, "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": "L18", "level": 0, "reading_order": 27 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 168, "t": 591.3, "r": 576, "b": 541.8 }, "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.", "list_id": "L18", "level": 0, "reading_order": 28 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.1, "t": 536.4, "r": 573, "b": 494.7 }, "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": "L18", "level": 0, "reading_order": 29 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.1, "t": 487.8, "r": 568.8, "b": 447.3 }, "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": "L18", "level": 0, "reading_order": 30 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 155.7, "t": 439.5, "r": 511.2, "b": 428.4 }, "text": "A PRIVATE WELL SHALL BE PROVIDED TO SUPPLY IRRIGATION WATER TO THE SITE.", "marker": "F.", "list_id": "L18", "level": 0, "reading_order": 31 }, { "page": 9, "type": "TITLE", "location": { "l": 153.9, "t": 420.6, "r": 244.8, "b": 409.5 }, "text": "5. MISCELLANEOUS", "reading_order": 32, "level": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 157.2, "t": 402.3, "r": 574.2, "b": 332.1 }, "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": "L19", "level": 0, "reading_order": 33 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153.9, "t": 324.9, "r": 564.9, "b": 292.2 }, "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": "L19", "level": 0, "reading_order": 34 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153, "t": 285.3, "r": 558.9, "b": 271.2 }, "text": "STREET AND PARKING LOT TREES SHALL HAVE NO BRANCHES LOWER THAN 7' ABOVE GRADE.", "marker": "F.", "list_id": "L19", "level": 0, "reading_order": 35 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 157.2, "t": 266.7, "r": 565.2, "b": 245.4 }, "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": "L19", "level": 0, "reading_order": 36 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 153.9, "t": 237.9, "r": 572.7, "b": 197.7 }, "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": "L19", "level": 0, "reading_order": 37 }, { "page": 9, "type": "FIGURE", "location": { "l": 680.4, "t": 1595.1, "r": 1064.4, "b": 1406.1 }, "text": "", "reading_order": 38 }, { "page": 9, "type": "TEXT", "location": { "l": 978.6, "t": 1575.3, "r": 1091.4, "b": 1563.9 }, "text": "REE PROTECTION FENCING", "reading_order": 39 }, { "page": 9, "type": "TEXT", "location": { "l": 971.1, "t": 1558.8, "r": 1074.3, "b": 1546.5 }, "text": "TREE CANOPY/DRIPLINE", "reading_order": 40 }, { "page": 9, "type": "TEXT", "location": { "l": 950.4, "t": 1534.2, "r": 1023.6, "b": 1521.3 }, "text": "- TREE TRUNK", "reading_order": 41 }, { "page": 9, "type": "FIGURE", "location": { "l": 733.5, "t": 1417.5, "r": 862.8, "b": 1404.3 }, "text": "", "reading_order": 42 }, { "page": 9, "type": "FIGURE", "location": { "l": 643.8, "t": 1410, "r": 994.8, "b": 1117.2 }, "text": "", "reading_order": 43 }, { "page": 9, "type": "TITLE", "location": { "l": 912.6, "t": 1408.2, "r": 1017, "b": 1396.2 }, "text": "AVOID ROOT DAMAGE", "reading_order": 44, "level": 6 }, { "page": 9, "type": "TEXT", "location": { "l": 924.3, "t": 1400.4, "r": 1145.1, "b": 1326 }, "text": "FENCING SHALL BE INSTALLED AND APPROVED BY THE TOWNSHIP TREE SPECIALIST PRIOR TO ANY CLEARING OR EXCAVATION.\n\nTREE FENCING TO REMAIN UNTIL PROTECTION AUTHORIZED TO BE REMOVED BY THE TOWNSHIP TREE SPECIALIST OR AFTER THE FINAL CERTIFICATE OF OCCUPANCY IS ISSUED.", "reading_order": 45 }, { "page": 9, "type": "TEXT", "location": { "l": 991.5, "t": 1275, "r": 1084.2, "b": 1227.6 }, "text": "6' HIGH, 2\" STEEL\n'U' CHANNEL OR\n2\"X2\" TIMBER POSTS,\nMAXIMUM 6' ON\nCENTER", "reading_order": 46 }, { "page": 9, "type": "TEXT", "location": { "l": 991.5, "t": 1216.5, "r": 1095.3, "b": 1187.4 }, "text": "ORANGE PLASTIC MESH CONSTRUCTION FENCE - MINIMUM 4' HEIGHT USE 8\" WIRE 'U' TO SECURE FENCE BOTTOM\n 1/3 OF POST HEIGHT BELOW GROUND", "reading_order": 47 }, { "page": 9, "type": "TITLE", "location": { "l": 708.6, "t": 1104.3, "r": 934.2, "b": 1082.7 }, "text": "TREE PROTECTION FENCING", "reading_order": 48, "level": 5 }, { "page": 9, "type": "TEXT", "location": { "l": 787.2, "t": 1086.9, "r": 853.8, "b": 1074.9 }, "text": "NOT TO SCALE", "reading_order": 49 }, { "page": 9, "type": "FIGURE", "location": { "l": 642, "t": 1029, "r": 914.1, "b": 628.5 }, "text": "", "reading_order": 50 }, { "page": 9, "type": "TEXT", "location": { "l": 910.5, "t": 1026.6, "r": 1110.6, "b": 938.7 }, "text": "DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-\nDOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED;\nHOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NEVER CUT CENTRAL LEADER OR TRUNK.", "reading_order": 51 }, { "page": 9, "type": "TITLE", "location": { "l": 906.9, "t": 922.5, "r": 1054.2, "b": 911.4 }, "text": "— FINISHED GRADE AT CROWN OF", "reading_order": 52, "level": 6 }, { "page": 9, "type": "TITLE", "location": { "l": 917.4, "t": 911.4, "r": 963.9, "b": 901.5 }, "text": "ROOT BALL", "reading_order": 53, "level": 6 }, { "page": 9, "type": "TEXT", "location": { "l": 917.1, "t": 895.2, "r": 1110.3, "b": 873.3 }, "text": "MULCH 4\" MINIMUM; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK", "reading_order": 54 }, { "page": 9, "type": "TEXT", "location": { "l": 913.5, "t": 864.6, "r": 1170, "b": 838.8 }, "text": "- PACKED SAUCER SHALL BE 4\" HIGHER THAN FINISHED\nGRADE. SAUCERS ON SLOPES SHALL BE LEVEL AT THE TOP\nAND PERPENDICULAR TO THE TREE TRUNK", "reading_order": 55 }, { "page": 9, "type": "TEXT", "location": { "l": 918.9, "t": 830.4, "r": 1156.8, "b": 753.3 }, "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": 56 }, { "page": 9, "type": "TEXT", "location": { "l": 918.6, "t": 744.3, "r": 1111.5, "b": 716.1 }, "text": "CUT AND REMOVE BURLAP AND STRING FROM\nTOP 1/3 OF ROOT BALL; ALL WIRE BASKETS TO\nBE REMOVED PRIOR TO BACKFILLING OF THE", "reading_order": 57 }, { "page": 9, "type": "TEXT", "location": { "l": 917.7, "t": 727.5, "r": 1101.3, "b": 709.5 }, "text": "BE REMOVED PRIOR TO BACKFILLING OF THE PLANTING PIT", "reading_order": 58 }, { "page": 9, "type": "TITLE", "location": { "l": 921.3, "t": 716.7, "r": 983.1, "b": 705.3 }, "text": "PLANTING PIT", "reading_order": 59, "level": 6 }, { "page": 9, "type": "TEXT", "location": { "l": 921, "t": 703.5, "r": 1084.5, "b": 675.3 }, "text": "PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME", "reading_order": 60 }, { "page": 9, "type": "TEXT", "location": { "l": 918.3, "t": 669, "r": 1083.6, "b": 631.8 }, "text": "PLANTING HOLE SHALL BE A MINIMUM OF 12\" LARGER IN DIAMETER AND 6\" DEEPER THAN THE SOIL BALL OR ROOT MASS", "reading_order": 61 }, { "page": 9, "type": "TEXT", "location": { "l": 910.5, "t": 629.4, "r": 1023.6, "b": 614.4 }, "text": "— COMPACTED SUBGRADE", "reading_order": 62 }, { "page": 9, "type": "TEXT", "location": { "l": 640.8, "t": 620.1, "r": 1014.6, "b": 606.3 }, "text": "NOTE:\n1 THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH", "reading_order": 63 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 641.1, "t": 610.8, "r": 1010.1, "b": 579.9 }, "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": "1.", "list_id": "L20", "level": 0, "reading_order": 64 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 636.6, "t": 582.9, "r": 978.3, "b": 563.7 }, "text": "ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.", "marker": "2.", "list_id": "L20", "level": 0, "reading_order": 65 }, { "page": 9, "type": "TITLE", "location": { "l": 722.7, "t": 558.3, "r": 955.2, "b": 541.8 }, "text": "EVERGREEN TREE PLANTING", "reading_order": 66, "level": 6 }, { "page": 9, "type": "TITLE", "location": { "l": 818.1, "t": 539.4, "r": 845.7, "b": 528.9 }, "text": "NTS", "reading_order": 67, "level": 6 }, { "page": 9, "type": "FIGURE", "location": { "l": 1182, "t": 1519.5, "r": 1411.5, "b": 1168.8 }, "text": "", "reading_order": 68 }, { "page": 9, "type": "TEXT", "location": { "l": 1416.6, "t": 1584.6, "r": 1642.8, "b": 1518.3 }, "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": 69 }, { "page": 9, "type": "TITLE", "location": { "l": 1413, "t": 1510.5, "r": 1618.8, "b": 1499.1 }, "text": "— SET ROOT BALL FLUSH TO GRADE. IN POORLY", "reading_order": 70, "level": 6 }, { "page": 9, "type": "TEXT", "location": { "l": 1418.7, "t": 1495.5, "r": 1654.8, "b": 1421.4 }, "text": "DRAINING SOILS, SET ROOT BALL SEVERAL INCHES\nHIGHER THAN GRADE. AFTER SETTLEMENT, TREE\nSHALL BE PLUMB AND BEAR SAME RELATIONSHIP TO\nFINISHED GRADE AS IT DID TO ITS NURSERY AND FIELD\nGROWN GRADE. CAREFULLY CUT AND\nREMOVE BURLAP AND TWINE FROM TOP 1/3 OF ROOT\nBALL, AND/OR CAREFULLY CUT TOP BANDS OF WIRE\nBASKET FROM TOP 1/3 OF ROOT BALL.", "reading_order": 71 }, { "page": 9, "type": "TEXT", "location": { "l": 1412.1, "t": 1418.1, "r": 1650.3, "b": 1340.1 }, "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 2", "reading_order": 72 }, { "page": 9, "type": "TEXT", "location": { "l": 1421.7, "t": 1326.6, "r": 1614.9, "b": 1303.2 }, "text": "MULCH 4\" MINIMUM; DO NOT PLACE MULCH IN\nCONTACT WITH TREE TRUNK", "reading_order": 73 }, { "page": 9, "type": "TEXT", "location": { "l": 1419.3, "t": 1297.8, "r": 1645.8, "b": 1265.1 }, "text": "PACKED SAUCER SHALL BE 4\" HIGHER THAN FINISHED GRADE. SAUCERS ON SLOPES SHALL BE LEVEL AT THE TOP & PERPENDICULAR TO THE TREE TRUNK", "reading_order": 74 }, { "page": 9, "type": "TEXT", "location": { "l": 1423.2, "t": 1264.2, "r": 1644.9, "b": 1243.2 }, "text": "CUT & REMOVE BURLAP AND STRING FROM TOP 1/3 OF ROOT BALL", "reading_order": 75 }, { "page": 9, "type": "TEXT", "location": { "l": 1421.1, "t": 1239.3, "r": 1640.7, "b": 1215 }, "text": "PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME", "reading_order": 76 }, { "page": 9, "type": "TEXT", "location": { "l": 1422.6, "t": 1205.4, "r": 1529.4, "b": 1194 }, "text": "COMPACTED SUBGRADE", "reading_order": 77 }, { "page": 9, "type": "TEXT", "location": { "l": 1424.4, "t": 1189.8, "r": 1645.2, "b": 1172.1 }, "text": "PLANTING HOLE SHALL BE A MINIMUM OF 12\" LARGER", "reading_order": 78 }, { "page": 9, "type": "TEXT", "location": { "l": 1424.1, "t": 1184.4, "r": 1645.2, "b": 1156.5 }, "text": "PLANTING HOLE SHALL BE A MINIMUM OF 12\" LARGER IN DIAMETER AND 6\" DEEPER THAN THE SOIL BALL OR ROOT MASS", "reading_order": 79 }, { "page": 9, "type": "TEXT", "location": { "l": 1175.7, "t": 1153.2, "r": 1203, "b": 1143.6 }, "text": "NOTE:", "reading_order": 80 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1173, "t": 1142.7, "r": 1561.5, "b": 1113.1000000000001 }, "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": "L21", "level": 0, "reading_order": 81 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1173, "t": 1113.1000000000001, "r": 1561.5, "b": 1083.5 }, "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": "L21", "level": 0, "reading_order": 82 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1173, "t": 1083.5, "r": 1561.5, "b": 1053.9 }, "text": "ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.", "marker": "3.", "list_id": "L21", "level": 0, "reading_order": 83 }, { "page": 9, "type": "TITLE", "location": { "l": 1268.7, "t": 1044, "r": 1393.5, "b": 1028.1 }, "text": "TREE PLANTING", "reading_order": 84, "level": 6 }, { "page": 9, "type": "TEXT", "location": { "l": 1290.3, "t": 1026.3, "r": 1362.6, "b": 1013.4 }, "text": "NOT TO SCALE", "reading_order": 85 }, { "page": 9, "type": "FIGURE", "location": { "l": 1189.5, "t": 877.2, "r": 1752, "b": 695.1 }, "text": "", "reading_order": 86 }, { "page": 9, "type": "TEXT", "location": { "l": 1610.7, "t": 876.6, "r": 1755, "b": 849.9 }, "text": "FOLD BURLAP FROM TOP OF ROOT\nBALL DOWN INTO GROUND SET TOP\nOF BALL FLUSH WITH FINISH GRADE", "reading_order": 87 }, { "page": 9, "type": "TEXT", "location": { "l": 1608, "t": 845.7, "r": 1752.6, "b": 816 }, "text": "-3\" MULCH THROUGHOUT PLANT BED\nDO NOT PUT MULCH AGAINST THE BASE OF THE PLANT", "reading_order": 88 }, { "page": 9, "type": "TEXT", "location": { "l": 1609.5, "t": 784.2, "r": 1737.6, "b": 762.9 }, "text": "-FINISHED GRADE OF ADJACENT LANDSCAPED AREA", "reading_order": 89 }, { "page": 9, "type": "TEXT", "location": { "l": 1195.2, "t": 725.7, "r": 1595.7, "b": 698.1 }, "text": "PREPARED SOIL MIX", "reading_order": 90 }, { "page": 9, "type": "TEXT", "location": { "l": 1362.6, "t": 701.4, "r": 1436.4, "b": 689.1 }, "text": "N THE ENTIRE BED", "reading_order": 91 }, { "page": 9, "type": "TEXT", "location": { "l": 1607.4, "t": 702.6, "r": 1706.7, "b": 682.8 }, "text": "-SCARIFY BOTTOM OF BED\nTO BIND WITH NEW SOIL", "reading_order": 92 }, { "page": 9, "type": "TITLE", "location": { "l": 1195.8, "t": 687, "r": 1230.3, "b": 677.1 }, "text": "NOTES:", "reading_order": 93, "level": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1193.7, "t": 676.5, "r": 1594.2, "b": 659.4 }, "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", "marker": "1.", "list_id": "L22", "level": 0, "reading_order": 94 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1192.5, "t": 661.2, "r": 1596.9, "b": 637.4250000000001 }, "text": "ALL TREE BEDS SHA PERCOLAT!C::.", "marker": "2.", "list_id": "L22", "level": 0, "reading_order": 95 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1192.5, "t": 637.4250000000001, "r": 1596.9, "b": 613.6500000000001 }, "text": "SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT DID TO ITS NURSERY FIELD GROWN GRADE.", "marker": "3.", "list_id": "L22", "level": 0, "reading_order": 96 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1192.5, "t": 613.6500000000001, "r": 1596.9, "b": 589.875 }, "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": "L22", "level": 0, "reading_order": 97 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1192.5, "t": 589.875, "r": 1596.9, "b": 566.1 }, "text": "ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.", "marker": "5.", "list_id": "L22", "level": 0, "reading_order": 98 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1194.9, "t": 655.8, "r": 1589.1, "b": 640.2 }, "text": "ALL TREE BEDS SHALL PERCOLATE. NOTIFY ARCHITECT IF SUBSOIL CONDITIONS PREVENT WATER", "marker": "2.", "list_id": "L22", "level": 0, "reading_order": 99 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 1194.3, "t": 646.2, "r": 1587, "b": 632.1 }, "text": "ALL TREE BEDS SHALL PERCOLATE. 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PRODUCT IDGENERATIONVOLTAGEOPTICAL CODEDISTRIBUTIONCRICCTDIMMING*CONTROLSMOUNTING ARMCOLOROPTIONS
E=Evolv030'=120-277VCx=7600MSM= Symmetric Medium7=70 (min)30th= 3000KN=Dimming thru PE receptacleA=ANSI C136.41 7-Pin Receptacle (No Control)CTe= Integral Slipfitter: StandardBLOCK= BlackF=Fusing
AL=Area LightH'=347-480VDx=10000 lmbSW= Symmetric Wide40= 4000KD=External Dimming 18/2 3 ft CableD=ANSI C136.417-Pin Receptacle with Shorting CapD1f= Universal Mounting Arm: Fitted for round or square poles mountingDKBZ= Dark BronzeH= Motion Sensor3, 14, 16 (Sensor Switch)
S=StandardE'M=277-480VFx=15000 lmSH= Symmetric High Angle50= 5000KX=Non dimming, no external dimming leadsgE3= ANSI C136.41 7-pin with Non-Dimming PE ControlK1e,g= Knuckle Slipfitter: For 1.9 In - 2.3 in OD TenonGRAY= GrayH1= LightGrid w/ WattStopper14
Hx=20000 lmAF= Asymmetric ForwardS14,g= Knuckle Slipfitter: For 2.9 In - 3.0 in OD TenonWHITE= WhiteH2= Daintree enabled motion sensor14,g
1=120VJx=25000 lmAH= Asymmetric High AngleVHe= Knuckle Wall MountH4= Motion Sensor (WattStopper)14
2=208VKx=30000 lmAW= Asymmetric WideJ=cLIL/Canada
3=240VAN= Asymmetric Narrow/AutoL= Tool-Less Entry
4=277VR= Enhanced Surge Protection (10KV/5kA)
D=347VS1g= Rotated Left
5=480VS2g= Rotated Right
T= Extreme Surge Protection (20KV/10kA)
U7= DALI Programmable
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Must Choose a Discrete Voltage with \"F\" Option Code\n^2 Note Standard Dimming is 0-10V\n^3 Not available in 277-480V\n^4 Supplied with 3ft leads\n^5 Supplied with 16/3 ft Cable\n^6 Restricted Aiming Angle of 0-45°\n^7 Compatible with LightGrid Wireless Control Nodes. Not Compatible with Motion Sensor Control\n^8 Not available in 347V, 480V or 347-480V\n^9 Only available with F,H,J,K optics\n^10 Recommended for installations within 750 feet from coast. Lead time varies, check with factory.\n^11 Select 3000K CCT for IDA approved fixtures.\n^12 For aimed left of right light distribution orientation, as assembled in manufacturing. Not applicable for Symmetric Distributions\n^13 Required for CX optical codes only, not available for other optic codes\n^14 Not available with DALI\n^15 DALI option not available with 347V, 480V, or 347-480V\n^16 Not available with 20kV/10kA SPD", "reading_order": 114 }, { "page": 9, "type": "TEXT", "location": { "l": 2125.8, "t": 1245.6, "r": 2170.5, "b": 1233 }, "text": "XXX = Special Options", "reading_order": 115 }, { "page": 9, "type": "TEXT", "location": { "l": 1804.5, "t": 1157.4, "r": 1930.9, "b": 1137.3 }, "text": "Current", "reading_order": 116 }, { "page": 9, "type": "TABLE", "location": { "l": 1930.9, "t": 1157.4, "r": 2183.7, "b": 1137.3 }, "text": "
CurrentLED.comPage 2 of 9
© 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.(Rev 09/25/23)
OLP31H_R04
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TOP DIAMETER", "reading_order": 4 }, { "page": 10, "type": "FIGURE", "location": { "l": 1616.7, "t": 1677.6, "r": 2246.7, "b": 1157.7 }, "text": "", "reading_order": 5 }, { "page": 10, "type": "FIGURE", "location": { "l": 928.2, "t": 1676.7, "r": 1193.1, "b": 1472.4 }, "text": "", "reading_order": 6 }, { "page": 10, "type": "TEXT", "location": { "l": 325.8, "t": 1671.6, "r": 541.5, "b": 1657.2 }, "text": "BITUMINOUS EXPANSION JOINTS 20 FT ON CENTER", "reading_order": 7 }, { "page": 10, "type": "TEXT", "location": { "l": 1262.7, "t": 1661.7, "r": 1349.1, "b": 1642.2 }, "text": "COLOR SURFACE ___ SHADED AREA", "reading_order": 8 }, { "page": 10, "type": "FIGURE", "location": { "l": 1538.4, "t": 1664.7, "r": 1599.6, "b": 1642.8 }, "text": "", "reading_order": 9 }, { "page": 10, "type": "TEXT", "location": { "l": 1852.8, "t": 1670.7, "r": 2066.1, "b": 1640.4 }, "text": "WITH TOP & BOTTOM RAIL\nMODEL: PERMAFUSED II COMMERCIAL 8 GAUGE,\n2\" MESH VINY COATED FENCE", "reading_order": 10 }, { "page": 10, "type": "FIGURE", "location": { "l": 123.9, "t": 1658.1, "r": 735.6, "b": 1485.9 }, "text": "", "reading_order": 11 }, { "page": 10, "type": "TEXT", "location": { "l": 1430.7, "t": 1644.9, "r": 1460.4, "b": 1626.3 }, "text": "↓", "reading_order": 12 }, { "page": 10, "type": "TEXT", "location": { "l": 1860.9, "t": 1625.4, "r": 2018.7, "b": 1611 }, "text": "ALL RAILS TO BE HOT-DIPPED\nGAI VANIZED STEEL", "reading_order": 13 }, { "page": 10, "type": "TEXT", "location": { "l": 1838.7, "t": 1608.9, "r": 2138.4, "b": 1584 }, "text": "FABRIC FLUSH WITH TOP OF LOOP CAP UPPER RAIL; ALL SELVAGES SPRING EXPANSION", "reading_order": 14 }, { "page": 10, "type": "TEXT", "location": { "l": 721.8, "t": 1591.5, "r": 744.9, "b": 1495.5 }, "text": "BITUMINOUS EXPANSION\nJOINT", "reading_order": 15 }, { "page": 10, "type": "TEXT", "location": { "l": 1276.8, "t": 1571.1, "r": 1298.1, "b": 1479.9 }, "text": "SIDEWALK WIDTH\nVARIES", "reading_order": 16 }, { "page": 10, "type": "FIGURE", "location": { "l": 1365, "t": 1601.4, "r": 1563.6, "b": 1527 }, "text": "", "reading_order": 17 }, { "page": 10, "type": "TEXT", "location": { "l": 1350.3, "t": 1512.3, "r": 1548.6, "b": 1492.2 }, "text": "⇧ |⇧", "reading_order": 18 }, { "page": 10, "type": "TEXT", "location": { "l": 1866.3, "t": 1572.6, "r": 1992, "b": 1512 }, "text": "
\"Image\"
\n", "reading_order": 19 }, { "page": 10, "type": "TEXT", "location": { "l": 1701.6, "t": 1569.3, "r": 1747.2, "b": 1546.5 }, "text": "BRACE — BAND", "reading_order": 20 }, { "page": 10, "type": "TEXT", "location": { "l": 984.9, "t": 1558.2, "r": 1181.4, "b": 1521.9 }, "text": "2.5\" BOSS AROUND\nPERIMETER AND AT\nCENTER OF TILE\nBASE DIAMETER", "reading_order": 21 }, { "page": 10, "type": "TEXT", "location": { "l": 1634.7, "t": 1541.4, "r": 1749.9, "b": 1466.7 }, "text": "1\" x 1/8\" STRETCHER BAR —\nBAND WITH CARRIAGE\nBOLT (TYP)\nALL POSTS TO BE —\nHOT-DIPPED\nGALVANIZED STEEL", "reading_order": 22 }, { "page": 10, "type": "TEXT", "location": { "l": 2026.8, "t": 1527.3, "r": 2110.5, "b": 1515.3 }, "text": "LINE POSTS", "reading_order": 23 }, { "page": 10, "type": "TEXT", "location": { "l": 977.7, "t": 1519.8, "r": 1128.9, "b": 1473.6 }, "text": "TRUNCATED DOME\nSECTION DETAIL\n8'=1'-0\"", "reading_order": 24 }, { "page": 10, "type": "TEXT", "location": { "l": 376.8, "t": 1484.7, "r": 469.2, "b": 1468.2 }, "text": "PLAN VIEW", "reading_order": 25 }, { "page": 10, "type": "FIGURE", "location": { "l": 150, "t": 1475.7, "r": 750.6, "b": 1395.6 }, "text": "", "reading_order": 26 }, { "page": 10, "type": "TEXT", "location": { "l": 363.3, "t": 1388.4, "r": 487.2, "b": 1370.7 }, "text": "SECTION VIEW", "reading_order": 27 }, { "page": 10, "type": "TEXT", "location": { "l": 1358.4, "t": 1450.5, "r": 1544.1, "b": 1408.2 }, "text": "DETECTABLE WARNING\nSURFACE PLAN DETAIL\n1/2\"=1'-0\"", "reading_order": 28 }, { "page": 10, "type": "FIGURE", "location": { "l": 913.5, "t": 1444.2, "r": 1223.7, "b": 1212.3 }, "text": "", "reading_order": 29 }, { "page": 10, "type": "TEXT", "location": { "l": 2150.4, "t": 1338, "r": 2254.2, "b": 1312.5 }, "text": "LINE POST FENCE FOOTING AS REQUIRED CLASS B CONCRETE", "reading_order": 30 }, { "page": 10, "type": "FIGURE", "location": { "l": 2271.3, "t": 1416, "r": 2555.4, "b": 1128.3 }, "text": "", "reading_order": 31 }, { "page": 10, "type": "TEXT", "location": { "l": 2367, "t": 1125, "r": 2454.6, "b": 1095.3 }, "text": "KEY MAP\nSCALE: 1\" = 2000'", "reading_order": 32 }, { "page": 10, "type": "FIGURE", "location": { "l": 1347.3, "t": 1390.8, "r": 1530.9, "b": 1237.2 }, "text": "", "reading_order": 33 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 237.3, "t": 1358.7, "r": 586.8, "b": 1333.2 }, "text": "A PREFERMED EXPANSION JOINT 1/2\" THICK, 4\" WIDE, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FT. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FT, THE FULL WALK WIDTH.", "marker": "1.", "list_id": "L23", "level": 0, "reading_order": 34 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 237.3, "t": 1333.2, "r": 586.8, "b": 1307.7 }, "text": "THERE SHALL BE A BROOM FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.", "marker": "2.", "list_id": "L23", "level": 0, "reading_order": 35 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 244.2, "t": 1310.1, "r": 522, "b": 1296.3 }, "text": "SIDEWALK SHALL CONSIST OF 4,000 PSI CONCRETE IN 28 DAYS.", "marker": "3.", "list_id": "L23", "level": 0, "reading_order": 36 }, { "page": 10, "type": "TEXT", "location": { "l": 328.2, "t": 1286.7, "r": 566.1, "b": 1253.1 }, "text": "CONCRETE SIDE WALK DETAIL\nSCALE: 3/8\" - 1'-0\"", "reading_order": 37 }, { "page": 10, "type": "TEXT", "location": { "l": 1737, "t": 1257, "r": 1769.7, "b": 1245.3 }, "text": "NOTES:", "reading_order": 38 }, { "page": 10, "type": "TEXT", "location": { "l": 1746.3, "t": 1240.5, "r": 2113.5, "b": 1144.2 }, "text": "1. ALL FRAMEWORK SHALL BE HOT-DIPPED GALVANIZED STEEL, SCHEDULE 40 PIPE.\n2. OUTSIDE DIAMETERS OF ALL POSTS SHALL BE IN ACCORDANCE WITH THE SPECIFIED REQUIREMENTS AND WILL VARY WITH NOMINAL FENCE HEIGHT.\n3. FOOTING SIZES VARY WITH NOMINAL FENCE HEIGHT.\n4. ALL POSTS, RAILS, HARDWARE AND FABRIC ARE TO BE BLACK VINYL WRAPPED.\n5. ALL FENCING AND SWING GATES IN AND AROUND FIELD AREAS SHALL INCLUDE 4\" POLYETHYLENE SAFETY CAPS.", "reading_order": 39 }, { "page": 10, "type": "TEXT", "location": { "l": 1422.3, "t": 1238.1, "r": 1466.1, "b": 1227.3 }, "text": "1/2\"=1'-0\"", "reading_order": 40 }, { "page": 10, "type": "FIGURE", "location": { "l": 166.8, "t": 1227.3, "r": 737.4, "b": 1047.9 }, "text": "", "reading_order": 41 }, { "page": 10, "type": "TITLE", "location": { "l": 927, "t": 1190.7, "r": 1146.9, "b": 1169.4 }, "text": "HANDICAP RAMP TYPE 1", "reading_order": 42, "level": 5 }, { "page": 10, "type": "TEXT", "location": { "l": 1020.9, "t": 1166.4, "r": 1056.6, "b": 1151.7 }, "text": "NTS", "reading_order": 43 }, { "page": 10, "type": "TEXT", "location": { "l": 1281, "t": 1146.6, "r": 1359.9, "b": 1132.5 }, "text": "SPECIFICATIONS", "reading_order": 44 }, { "page": 10, "type": "TEXT", "location": { "l": 1899.9, "t": 1136.7, "r": 2048.4, "b": 1117.8 }, "text": "CHAIN LINK FENCE", "reading_order": 45 }, { "page": 10, "type": "TEXT", "location": { "l": 1281.6, "t": 1126.2, "r": 1470.3, "b": 1093.2 }, "text": "UNIT SIZE: 20\"x20\"x1\"\nAVAILABLE IN 9 STANDARD\nROLL SIZES", "reading_order": 46 }, { "page": 10, "type": "FIGURE", "location": { "l": 1010.7, "t": 1122.9, "r": 1438.5, "b": 770.1 }, "text": "", "reading_order": 47 }, { "page": 10, "type": "FIGURE", "location": { "l": 1461, "t": 1117.5, "r": 2075.1, "b": 966.6 }, "text": "", "reading_order": 48 }, { "page": 10, "type": "TEXT", "location": { "l": 2024.4, "t": 1103.7, "r": 2073.3, "b": 1080.9 }, "text": "PAVEMENT SURFACE", "reading_order": 49 }, { "page": 10, "type": "TEXT", "location": { "l": 1280.7, "t": 1087.5, "r": 1470.6, "b": 1072.8 }, "text": "UNIT WEIGHT: 18 OUNCES OR 4.5 POUNDS", "reading_order": 50 }, { "page": 10, "type": "TEXT", "location": { "l": 384.9, "t": 1062.9, "r": 516.9, "b": 1045.2 }, "text": "HANDICAP RAMP", "reading_order": 51 }, { "page": 10, "type": "FIGURE", "location": { "l": 126.9, "t": 1029.9, "r": 457.5, "b": 841.8 }, "text": "", "reading_order": 52 }, { "page": 10, "type": "TEXT", "location": { "l": 1352.1, "t": 1028.7, "r": 1439.4, "b": 998.7 }, "text": "HDPE (WITH SOME POST-CONSUMER RECYCLED CONTENT)", "reading_order": 53 }, { "page": 10, "type": "TEXT", "location": { "l": 335.7, "t": 1013.7, "r": 459.3, "b": 892.5 }, "text": "2\" WIDE TRANSVERSE EXPANSION JOINT SHALL BE INSTALLED IN THE CONCRETE CURB AT 20' OC INTERVALS. THE EXPANSION JOINT SHALL BE FILLED WITH PRE-FORMED BITUMINOUS IMPREGNATED JOINT FILER (AASHTO M-213). RECESSED 4\" FROM FACE AND TOP OF CURB.", "reading_order": 54 }, { "page": 10, "type": "FIGURE", "location": { "l": 527.7, "t": 1002, "r": 796.8, "b": 841.2 }, "text": "", "reading_order": 55 }, { "page": 10, "type": "TEXT", "location": { "l": 1276.5, "t": 989.4, "r": 1377.6, "b": 979.5 }, "text": "GRASSPAVE2 SQUARES", "reading_order": 56 }, { "page": 10, "type": "TEXT", "location": { "l": 1994.7, "t": 976.2, "r": 2026.8, "b": 963.6 }, "text": "C", "reading_order": 57 }, { "page": 10, "type": "TEXT", "location": { "l": 1281, "t": 962.1, "r": 1423.5, "b": 948.3 }, "text": "ADJACENT GRASSPAVE2 SQUARES", "reading_order": 58 }, { "page": 10, "type": "TEXT", "location": { "l": 1598.1, "t": 957.3, "r": 1797.3, "b": 907.2 }, "text": "METHOD OF DEPRESSING\nCONCRETE CURB\nNOT TO SCALE", "reading_order": 59 }, { "page": 10, "type": "FIGURE", "location": { "l": 1951.8, "t": 957, "r": 2089.2, "b": 909.6 }, "text": "", "reading_order": 60 }, { "page": 10, "type": "FIGURE", "location": { "l": 2266.2, "t": 945.6, "r": 2556.9, "b": 725.1 }, "text": "", "reading_order": 61 }, { "page": 10, "type": "TEXT", "location": { "l": 1986.9, "t": 917.1, "r": 2055.6, "b": 906 }, "text": "NOT TO SCALE", "reading_order": 62 }, { "page": 10, "type": "FIGURE", "location": { "l": 1530.3, "t": 883.5, "r": 1875.3, "b": 816.3 }, "text": "", "reading_order": 63 }, { "page": 10, "type": "TEXT", "location": { "l": 333.9, "t": 878.4, "r": 448.8, "b": 849.9 }, "text": "CURB AND SIDEWALK\nSHALL CONSIST OF 4,500\nPSI CONCRETE AT 28 DAYS", "reading_order": 64 }, { "page": 10, "type": "TEXT", "location": { "l": 179.1, "t": 851.1, "r": 227.4, "b": 833.7 }, "text": "8\"", "reading_order": 65 }, { "page": 10, "type": "FIGURE", "location": { "l": 931.8, "t": 839.4, "r": 1414.2, "b": 736.2 }, "text": "", "reading_order": 66 }, { "page": 10, "type": "TEXT", "location": { "l": 1113.3, "t": 731.4, "r": 1167, "b": 716.4 }, "text": "SECTION", "reading_order": 67 }, { "page": 10, "type": "TEXT", "location": { "l": 653.1, "t": 838.5, "r": 797.4, "b": 789.9 }, "text": "1/2\" PREFERMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASE COURSE", "reading_order": 68 }, { "page": 10, "type": "TEXT", "location": { "l": 138.3, "t": 821.7, "r": 353.7, "b": 805.8 }, "text": "CONCRETE CURB VERTICAL", "reading_order": 69 }, { "page": 10, "type": "FIGURE", "location": { "l": 122.1, "t": 811.2, "r": 382.5, "b": 676.8 }, "text": "", "reading_order": 70 }, { "page": 10, "type": "TEXT", "location": { "l": 121.8, "t": 669.9, "r": 348.3, "b": 654 }, "text": "CONCRETE APRON SECTION", "reading_order": 71 }, { "page": 10, "type": "TEXT", "location": { "l": 364.5, "t": 809.1, "r": 439.5, "b": 703.5 }, "text": "CONCRETE 4,500 PSI\n6 x 6- W1.4 x\nW1.4 WELDED WIRE MESH\n1 1/2\" DIA. STONE BLEND QUARRY PROCESSED SUB BASE", "reading_order": 72 }, { "page": 10, "type": "TEXT", "location": { "l": 533.4, "t": 794.4, "r": 570.9, "b": 782.4 }, "text": "NOTES:", "reading_order": 73 }, { "page": 10, "type": "FIGURE", "location": { "l": 1798.5, "t": 789.3, "r": 2154.6, "b": 705 }, "text": "", "reading_order": 74 }, { "page": 10, "type": "TITLE", "location": { "l": 538.8, "t": 776.7, "r": 687.6, "b": 766.5 }, "text": "1. CURB TO BE CLASS B CONCRETI", "reading_order": 75, "level": 6 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 531, "t": 770.1, "r": 938.1, "b": 726.1800000000001 }, "text": "TRANSVERSE JOINTS ½\" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFERRED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED ¼\" IN FROM FRONT FACE AND TOP OF CURB.", "marker": "2.", "list_id": "L24", "level": 0, "reading_order": 76 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 531, "t": 726.1800000000001, "r": 938.1, "b": 682.26 }, "text": "EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.", "marker": "3.", "list_id": "L24", "level": 0, "reading_order": 77 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 531, "t": 682.26, "r": 938.1, "b": 638.34 }, "text": "THE DEVELOPER IS REQUIRED TO OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OF ANY IMPROVEMENTS WITHIN THE RIGHT OF WAY OF THE COUNTY ROAD.", "marker": "4.", "list_id": "L24", "level": 0, "reading_order": 78 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 531, "t": 638.34, "r": 938.1, "b": 594.4200000000001 }, "text": "DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE ROAD IMPROVEMENTS ALONG THE COUNTY ROAD PRIOR TO THE RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF SAID IMPROVEMENTS.", "marker": "5.", "list_id": "L24", "level": 0, "reading_order": 79 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 531, "t": 594.4200000000001, "r": 938.1, "b": 550.5 }, "text": "ALIGNMENT & GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPERS ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER. STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR. CURB AS BUILTS SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS. FINAL AS BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES, MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.", "marker": "6.", "list_id": "L24", "level": 0, "reading_order": 80 }, { "page": 10, "type": "TEXT", "location": { "l": 1278, "t": 758.7, "r": 1382.1, "b": 744.6 }, "text": "COMPACTED SUBGRADE", "reading_order": 81 }, { "page": 10, "type": "TEXT", "location": { "l": 1745.7, "t": 750, "r": 1765.2, "b": 729.6 }, "text": "）", "reading_order": 82 }, { "page": 10, "type": "TEXT", "location": { "l": 117.9, "t": 738.6, "r": 137.1, "b": 683.4 }, "text": "6\" 6\"", "reading_order": 83 }, { "page": 10, "type": "TEXT", "location": { "l": 1244.7, "t": 710.4, "r": 1363.2, "b": 688.5 }, "text": "TOP OF GRASS ROOT MASS\n1/4\" ABOVE TOP OF RING", "reading_order": 84 }, { "page": 10, "type": "TITLE", "location": { "l": 2324.1, "t": 721.2, "r": 2506.8, "b": 689.1 }, "text": "☰PDS", "reading_order": 85, "level": 3 }, { "page": 10, "type": "FIGURE", "location": { "l": 1053, "t": 708.6, "r": 1370.7, "b": 601.8 }, "text": "", "reading_order": 86 }, { "page": 10, "type": "FIGURE", "location": { "l": 2118, "t": 699, "r": 2223.9, "b": 623.7 }, "text": "", "reading_order": 87 }, { "page": 10, "type": "TITLE", "location": { "l": 2283, "t": 689.4, "r": 2550.6, "b": 671.4 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 88, "level": 6 }, { "page": 10, "type": "TEXT", "location": { "l": 1245.3, "t": 684.6, "r": 1363.2, "b": 661.5 }, "text": "GRASSPAVE2 ATTACH WITH\nSNAP-FIT FASTENERS", "reading_order": 89 }, { "page": 10, "type": "FIGURE", "location": { "l": 1808.1, "t": 682.5, "r": 2094, "b": 606.6 }, "text": "", "reading_order": 90 }, { "page": 10, "type": "TEXT", "location": { "l": 2284.5, "t": 669, "r": 2544.3, "b": 416.7 }, "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.\nCERTIFICATE 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. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENS@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. 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ALL ANGLES TO BE 45circ.", "reading_order": 115 }, { "page": 10, "type": "FIGURE", "location": { "l": 1903.2, "t": 476.7, "r": 2101.8, "b": 440.1 }, "text": "", "reading_order": 116 }, { "page": 10, "type": "TEXT", "location": { "l": 1905.3, "t": 474, "r": 2101.2, "b": 455.4 }, "text": "CONCRETE WHEEL STOP", "reading_order": 117 }, { "page": 10, "type": "TEXT", "location": { "l": 1986.6, "t": 454.8, "r": 2019.3, "b": 441.6 }, "text": "NTS", "reading_order": 118 }, { "page": 10, "type": "TEXT", "location": { "l": 1451.7, "t": 422.4, "r": 1494.9, "b": 411.6 }, "text": "—2”×4”", "reading_order": 119 }, { "page": 10, "type": "TEXT", "location": { "l": 1881.6, "t": 424.2, "r": 1988.1, "b": 411.9 }, "text": "8' € POST TO € POST", "reading_order": 120 }, { "page": 10, "type": "TEXT", "location": { "l": 2182.8, "t": 419.4, "r": 2268.3, "b": 404.4 }, "text": "——1”×6”TOP", "reading_order": 121 }, { "page": 10, "type": "FIGURE", "location": { "l": 2302.2, "t": 403.5, "r": 2502.6, "b": 322.5 }, "text": "", "reading_order": 122 }, { "page": 10, "type": "FIGURE", "location": { "l": 1330.8, "t": 387.6, "r": 1735.5, "b": 112.5 }, "text": "", "reading_order": 123 }, { "page": 10, "type": "FIGURE", "location": { "l": 1749.9, "t": 398.7, "r": 2181.3, "b": 111.3 }, "text": "", "reading_order": 124 }, { "page": 10, "type": "TEXT", "location": { "l": 651, "t": 386.4, "r": 812.1, "b": 311.1 }, "text": "BUSINESS NAME\nBUSINESS NAME\nBUSINESS ADDRESS\nBUSINESS TELEPHONE", "reading_order": 125 }, { "page": 10, "type": "TEXT", "location": { "l": 156.6, "t": 383.4, "r": 447.9, "b": 351.6 }, "text": "SUBGRADE MAY BE USED IN LIEU OF DGA IF SITE CONDITIONS PERMIT AND SUBJECT TO TOWNSHIP ENGINEER'S APPROVAL.", "reading_order": 126 }, { "page": 10, "type": "TEXT", "location": { "l": 226.8, "t": 355.2, "r": 389.1, "b": 327 }, "text": "PAVEMENT SECTION\nNTS", "reading_order": 127 }, { "page": 10, "type": "TEXT", "location": { "l": 2313, "t": 322.2, "r": 2540.1, "b": 285.6 }, "text": "WILLIAM A. STEVENS, III, P.E., P.P.\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394", "reading_order": 128 }, { "page": 10, "type": "TEXT", "location": { "l": 1323.3, "t": 300.6, "r": 1352.4, "b": 270.9 }, "text": "☐", "reading_order": 129 }, { "page": 10, "type": "FIGURE", "location": { "l": 166.2, "t": 296.1, "r": 479.4, "b": 88.2 }, "text": "", "reading_order": 130 }, { "page": 10, "type": "TEXT", "location": { "l": 2296.5, "t": 275.4, "r": 2528.1, "b": 259.2 }, "text": "PRELIMINARY & FINAL SITE PLANS", "reading_order": 131 }, { "page": 10, "type": "FIGURE", "location": { "l": 2298.9, "t": 248.1, "r": 2543.1, "b": 116.4 }, "text": "", "reading_order": 132 }, { "page": 10, "type": "TITLE", "location": { "l": 2285.1, "t": 247.5, "r": 2542.8, "b": 209.7 }, "text": "CONSTRUCTION DETAILS SITE", "reading_order": 133, "level": 3 }, { "page": 10, "type": "TEXT", "location": { "l": 888.3, "t": 232.5, "r": 973.5, "b": 219 }, "text": "FINISHED GRADE", "reading_order": 134 }, { "page": 10, "type": "TEXT", "location": { "l": 589.2, "t": 205.5, "r": 630.9, "b": 194.1 }, "text": "NOTES:", "reading_order": 135 }, { "page": 10, "type": "TEXT", "location": { "l": 592.8, "t": 196.8, "r": 898.8, "b": 92.1 }, "text": "1. SIGN SUPPORTS AND SUPPORT FOUNDATIONS SHALL BE DESIGNED TO SUSTAIN MINIMUM DESIGN LOADINGS FOR DEAD, LIVE, WIND, AND SEISMIC CONDITIONS IN ACCORDANCE WITH THE BUILDING CODE HAVING JURISDICTION.\n2. NO L.E.D.'S OR MOVABLE COPY SIGNAGE IS PROPOSED.\n3. ALL LETTERS TO BE MINIMUM 6\" IN HEIGHT.\n4. BUSINESS NAME AND ADDRESS TO BE PROVIDED.\n5. 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FOOTER TO BE N.J.D.O.T. CLASS \"B\" CONC.\n2. INVERT TO BE CLASS \"B\" CONCRETE.\n3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2\" THICK CEMENT PLASTER.\n4. FRAME AND GRATE TO BE NO. 2618 AS MANUFACTURED BY CAMPBELL FOUNDARY Co., W/6\" BICYCLE GRATE.\n5. PROVIDE 7/8\" DIA. ALUMINUM LADDER RUNGS, 12\" O.C.\n6. ALL PRECAST STRUCTURES TO RECEIVE BITUMASTIC TAR COAT OUTSIDE ONLY.\n7. ALL STORM SEWER PIPE SHALL HAVE A 6\" STONE BEDDING TO 1/2 DIAMETER OF PIPE.", "reading_order": 4 }, { "page": 11, "type": "TEXT", "location": { "l": 231.3, "t": 1438.8, "r": 337.5, "b": 1405.2 }, "text": "6\" IF CONCRETE OR\nCONCRETE BLOCK, 8\" I\nBRICK", "reading_order": 5 }, { "page": 11, "type": "FIGURE", "location": { "l": 119.1, "t": 1389.3, "r": 394.5, "b": 1172.7 }, "text": "", "reading_order": 6 }, { "page": 11, "type": "FIGURE", "location": { "l": 418.8, "t": 1418.1, "r": 747, "b": 1180.2 }, "text": "", "reading_order": 7 }, { "page": 11, "type": "TEXT", "location": { "l": 496.5, "t": 1179.6, "r": 602.1, "b": 1159.8 }, "text": "SECTION B-B", "reading_order": 8 }, { "page": 11, "type": "TEXT", "location": { "l": 435.6, "t": 1366.2, "r": 474.9, "b": 1344.3 }, "text": "LADDER RUNGS", "reading_order": 9 }, { "page": 11, "type": "TEXT", "location": { "l": 214.5, "t": 1182.3, "r": 323.7, "b": 1165.5 }, "text": "SECTION A-A", "reading_order": 10 }, { "page": 11, "type": "TEXT", "location": { "l": 359.7, "t": 1160.4, "r": 464.4, "b": 1129.8 }, "text": "TYPE B INLET\nSCALE: 3/8\"=1'-0\"", "reading_order": 11 }, { "page": 11, "type": "FIGURE", "location": { "l": 171.9, "t": 1085.4, "r": 646.5, "b": 881.7 }, "text": "", "reading_order": 12 }, { "page": 11, "type": "TEXT", "location": { "l": 277.8, "t": 883.2, "r": 319.2, "b": 867.3 }, "text": "PLAN", "reading_order": 13 }, { "page": 11, "type": "TEXT", "location": { "l": 234.6, "t": 866.1, "r": 271.8, "b": 852.6 }, "text": "NOTES:", "reading_order": 14 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 236.4, "t": 854.4, "r": 561.6, "b": 828.15 }, "text": "MANHOLE FRAME AND COVER SHALL BE PATTERN No. 1202B AS MANUFACTURED BY THE CAMPBELL FOUNDRY CO., OR APPROVED EQUAL.", "marker": "1.", "list_id": "L25", "level": 0, "reading_order": 15 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 236.4, "t": 828.15, "r": 561.6, "b": 749.4 }, "text": "MANHOLE FRAME AND COVER TO BE HEAVY DUTY, CONFORMING TO ASTM SPECIFICATION A-48 WITH SHOP COAT OF ASPHALTIC PITCH.\nSTANDARD MANHOLE FRAME AND COVER\nNTS", "marker": "2.", "list_id": "L25", "level": 0, "reading_order": 16 }, { "page": 11, "type": "TEXT", "location": { "l": 974.1, "t": 1683.6, "r": 1039.5, "b": 1668.9 }, "text": "W1", "reading_order": 17 }, { "page": 11, "type": "FIGURE", "location": { "l": 828, "t": 1674.9, "r": 1173.6, "b": 1316.4 }, "text": "", "reading_order": 18 }, { "page": 11, "type": "TEXT", "location": { "l": 891, "t": 1309.2, "r": 1137.6, "b": 1279.5 }, "text": "OUTLET CONDUIT PROTECTION\nNOT TO SCALE", "reading_order": 19 }, { "page": 11, "type": "FIGURE", "location": { "l": 1220.7, "t": 1684.5, "r": 1431.6, "b": 1479.6 }, "text": "", "reading_order": 20 }, { "page": 11, "type": "TEXT", "location": { "l": 1263.3, "t": 1465.8, "r": 1335.3, "b": 1449.6 }, "text": "B", "reading_order": 21 }, { "page": 11, "type": "TEXT", "location": { "l": 1212, "t": 1610.1, "r": 1234.8, "b": 1557.6 }, "text": "A\nL", "reading_order": 22 }, { "page": 11, "type": "TEXT", "location": { "l": 1454.1, "t": 1660.5, "r": 1673.4, "b": 1532.1 }, "text": "NOTES:\n1. WALLS & FOOTER TO BE CLASS 'C' CONCRETE.\n2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½\" THICK CEMENT PLASTER.\n3. FRAME AND GRATE TO BE #3440 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.", "reading_order": 23 }, { "page": 11, "type": "FIGURE", "location": { "l": 1237.2, "t": 1442.1, "r": 1436.7, "b": 1262.7 }, "text": "", "reading_order": 24 }, { "page": 11, "type": "TEXT", "location": { "l": 1249.2, "t": 1440.9, "r": 1347, "b": 1421.7 }, "text": "GRATE ELEV", "reading_order": 25 }, { "page": 11, "type": "TEXT", "location": { "l": 1279.8, "t": 1275, "r": 1378.8, "b": 1254.9 }, "text": "SECTION A-A", "reading_order": 26 }, { "page": 11, "type": "TEXT", "location": { "l": 1449, "t": 1435.5, "r": 1520.4, "b": 1370.7 }, "text": "GRATE ELEV\n6\" CONCRETE\nOR CONCRETE\nBLOCK\nORIFICE ELEV", "reading_order": 27 }, { "page": 11, "type": "FIGURE", "location": { "l": 1554.6, "t": 1464.6, "r": 1766.7, "b": 1257 }, "text": "", "reading_order": 28 }, { "page": 11, "type": "TEXT", "location": { "l": 1571.1, "t": 1282.5, "r": 1674.3, "b": 1258.5 }, "text": "SECTION B-B", "reading_order": 29 }, { "page": 11, "type": "TEXT", "location": { "l": 915.9, "t": 1199.4, "r": 1214.4, "b": 1166.7 }, "text": "INLETS TYPE B1 OR TYPE B2 TO BE OF THE SAME CONSTRUCTION AND DIMENSIONS AS INLET TYPE B, EXCEPT AS OTHERWISE INDICATED BELOW", "reading_order": 30 }, { "page": 11, "type": "FIGURE", "location": { "l": 876.3, "t": 1164, "r": 1223.1, "b": 939.6 }, "text": "", "reading_order": 31 }, { "page": 11, "type": "TEXT", "location": { "l": 873.9, "t": 1149, "r": 907.5, "b": 1126.8 }, "text": "LADDER RINGS", "reading_order": 32 }, { "page": 11, "type": "TEXT", "location": { "l": 900.9, "t": 966.9, "r": 1126.5, "b": 944.1 }, "text": "（一）", "reading_order": 33 }, { "page": 11, "type": "TEXT", "location": { "l": 1125.9, "t": 933.6, "r": 1175.7, "b": 918.6 }, "text": "STAGE 1", "reading_order": 34 }, { "page": 11, "type": "FIGURE", "location": { "l": 894.3, "t": 926.4, "r": 1141.2, "b": 852.6 }, "text": "", "reading_order": 35 }, { "page": 11, "type": "TEXT", "location": { "l": 902.4, "t": 846.3, "r": 1134.6, "b": 824.7 }, "text": "CONSTRUCT FOUNDATION AND INVERT IN TWO STAGES.\nLEAVE TOP SURFACE OF STAGE 1 ROUGH.", "reading_order": 36 }, { "page": 11, "type": "TEXT", "location": { "l": 1353.3, "t": 1223.4, "r": 1390.2, "b": 1179.6 }, "text": "BASIN\n2", "reading_order": 37 }, { "page": 11, "type": "TABLE", "location": { "l": 1414.5, "t": 1231.8, "r": 1615.5, "b": 1168.5 }, "text": "
BASIN BOTTOM ELEV3" ORIFICE ELEVGRATE ELEV
71.0072.0073.50
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IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED ON BOTH INSIDE AND OUTSIDE WITH ½\" THICK CEMENT PLASTER.\n2. FOOTER TO BE NJDOT CLASS 'B' CONCRETE.\n3. INVERT TO BE NJDOT CLASS 'S' CONCRETE.\n4. FRAME AND COVER TO BE TYPE No. 1202B AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.", "reading_order": 49 }, { "page": 11, "type": "TEXT", "location": { "l": 646.2, "t": 174.9, "r": 910.8, "b": 159.6 }, "text": "5. PROVIDE 3/4\" DIAMETER ALUMINUM LADDER RUNGS, 18\" OC.", "reading_order": 50 }, { "page": 11, "type": "TEXT", "location": { "l": 654.6, "t": 152.4, "r": 976.5, "b": 112.8 }, "text": "WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0 MEASURED FROM THE TOP OF MANHOLE FRAME TO INVERT, SHALL BE 12\" THICK. THE FOUNDATION DIMENSIONS SHALL BE INCREASED 12\" IN WIDTH AND TO 12\" IN DEPTH.", "reading_order": 51 }, { "page": 11, "type": "TEXT", "location": { "l": 216.6, "t": 94.2, "r": 535.8, "b": 73.5 }, "text": "PERFORATED HDPE RECHARGE SYSTEM", "reading_order": 52 }, { "page": 11, "type": "TEXT", "location": { "l": 361.8, "t": 74.4, "r": 390.6, "b": 61.5 }, "text": "NTS", "reading_order": 53 }, { "page": 11, "type": "TEXT", "location": { "l": 693.3, "t": 98.1, "r": 917.1, "b": 81.3 }, "text": "STORM DRAINAGE MANHOLE", "reading_order": 54 }, { "page": 11, "type": "TEXT", "location": { "l": 793.5, "t": 76.8, "r": 819.3, "b": 66.9 }, "text": "NTS", "reading_order": 55 }, { "page": 11, "type": "FIGURE", "location": { "l": 1054.2, "t": 592.2, "r": 1289.7, "b": 575.1 }, "text": "", "reading_order": 56 }, { "page": 11, "type": "FIGURE", "location": { "l": 1008.9, "t": 580.5, "r": 1323.6, "b": 213.6 }, "text": "", "reading_order": 57 }, { "page": 11, "type": "TEXT", "location": { "l": 1101.6, "t": 208.2, "r": 1244.7, "b": 173.1 }, "text": "FRONT ELEVATION\n8\" HIGH CURB", "reading_order": 58 }, { "page": 11, "type": "TEXT", "location": { "l": 1297.5, "t": 545.4, "r": 1337.4, "b": 494.7 }, "text": "1\" 8\" 9\"", "reading_order": 59 }, { "page": 11, "type": "TEXT", "location": { "l": 1126.8, "t": 502.2, "r": 1216.5, "b": 482.7 }, "text": "PLAN VIEW", "reading_order": 60 }, { "page": 11, "type": "TEXT", "location": { "l": 1016.7, "t": 426.3, "r": 1040.7, "b": 401.7 }, "text": "6\"", "reading_order": 61 }, { "page": 11, "type": "TEXT", "location": { "l": 1103.4, "t": 366.9, "r": 1251.6, "b": 332.1 }, "text": "FRONT ELEVATION\n6\" HIGH CURB", "reading_order": 62 }, { "page": 11, "type": "TEXT", "location": { "l": 1056.9, "t": 325.2, "r": 1283.7, "b": 305.4 }, "text": "7\" 6\" 4\" 6\" 4\" 6\" 4\" 6\" 7\"", "reading_order": 63 }, { "page": 11, "type": "TEXT", "location": { "l": 1043.4, "t": 166.2, "r": 1304.7, "b": 90.6 }, "text": "1. MATERIAL: GRAY CAST IRON ASTM A16-83, CLASS 30B.\n2. IN RETROFIT SITUATIONS, THIS CURB PIECE (HEAD) WILL FIT EXISTING FOUNDRY CO. MANUFACTURED CURB INLETS FOR NJDOT TYPE B, B-1, D, D-1 AND D-2.\n3. NAMEPLATE MESSAGE CAN BE MODIFIED TO SPECIFIC NEEDS WITHIN THE AREA SHOWN.\n4. 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DESIGN/CALC'D BY:IMBSHEET: 1215
CHECKED BY:WAS
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PRIOR TO INSTALLATION:", "reading_order": 4 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 215.1, "t": 1405.5, "r": 679.8, "b": 1392.15 }, "text": "METERS CANNOT BE INSTALLED IN CRAWL SPACES, BEHIND APPLIANCES, HOT WATER HEATERS OR FURNACES.", "marker": "*", "list_id": "L28", "level": 0, "reading_order": 5 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 215.1, "t": 1392.15, "r": 679.8, "b": 1378.8 }, "text": "THERE MUST BE A MINIMUM CLEARANCE OF 12\" ON EACH SIDE OF THE METER AND A MAXIMUM OF 36\" ABOVE", "marker": "*", "list_id": "L28", "level": 0, "reading_order": 6 }, { "page": 13, "type": "TEXT", "location": { "l": 222.6, "t": 1377.9, "r": 279.3, "b": 1368.6 }, "text": "THE FLOOR.", "reading_order": 7 }, { "page": 13, "type": "TEXT", "location": { "l": 217.8, "t": 1370.7, "r": 580.2, "b": 1360.8 }, "text": "2. IN ADVANCE OF THE PROJECTED INSTALLATION DATE, CONTACT CUSTOMER SERVICE:", "reading_order": 8 }, { "page": 13, "type": "TEXT", "location": { "l": 217.5, "t": 1359.6, "r": 450.6, "b": 1347.9 }, "text": "* AN APPLICATION FOR SERVICE MUST BE COMPLETED.", "reading_order": 9 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 218.4, "t": 1351.5, "r": 639.9, "b": 1339.5 }, "text": "APPLICABLE CONNECTION FEES MUST BE PAID IN ACCORDANCE WITH THE CURRENT 'SCHEDULE OF RA", "marker": "*", "list_id": "L29", "level": 0, "reading_order": 10 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 218.1, "t": 1347.3, "r": 670.2, "b": 1332.6 }, "text": "APPLICABLE CONNECTION FEES MUST BE PAID IN ACCORDANCE WITH THE CURRENT 'SCHEDULE OF RATES'.", "marker": "*", "list_id": "L29", "level": 0, "reading_order": 11 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 218.1, "t": 1332.6, "r": 670.2, "b": 1317.9 }, "text": "AN APPOINTMENT IS SCHEDULED FOR WATER METER INSTALLATION, GRANTED ALL CONNECTION FEES HAVE BEEN SATISFIED.", "marker": "*", "list_id": "L29", "level": 0, "reading_order": 12 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 217.2, "t": 1315.2, "r": 666.3, "b": 1281.6 }, "text": "ALL METERS ARE SUPPLIED BY THE AUTHORITY. (METERS 1 1/2 INCHES OR LARGER ARE INSTALLED BY THE CONTRACTOR BUT INSPECTED BY AUTHORITY PERSONNEL. METERS SMALLED THAN 1 1/2 INCHES WILL BE INSTALLED BY AUTHORITY PERSONNEL.)", "marker": "*", "list_id": "L29", "level": 0, "reading_order": 13 }, { "page": 13, "type": "TEXT", "location": { "l": 216.6, "t": 1287, "r": 382.8, "b": 1272.9 }, "text": "3. AT THE TIME OF THE INSTALLATION:", "reading_order": 14 }, { "page": 13, "type": "TEXT", "location": { "l": 219, "t": 1272.9, "r": 674.7, "b": 1254.3 }, "text": "* CURB STOPS AND SEWER CLEAN-OUTS ARE NOT PERMITTED IN DRIVEWAYS OR SIDEWALKS AND MUST BE SET TO GRADE BEFORE THE METER CAN BE INSTALLED.", "reading_order": 15 }, { "page": 13, "type": "TEXT", "location": { "l": 221.7, "t": 1255.2, "r": 530.1, "b": 1242.6 }, "text": "* A TUB AND/OR SINK MUST BE INSTALLED IN ORDER TO FLOW TEST THE MET", "reading_order": 16 }, { "page": 13, "type": "TITLE", "location": { "l": 219.9, "t": 1244.1, "r": 389.1, "b": 1230.9 }, "text": "* NEW CONSTRUCTION MUST HAVE HEAT.", "reading_order": 17, "level": 6 }, { "page": 13, "type": "TEXT", "location": { "l": 220.8, "t": 1232.1, "r": 678.9, "b": 1218.3 }, "text": "NOTE: IF THE METER SPREAD OR OTHER REQUIREMENTS ARE NOT MET, AN ADDITIONAL FEE, IN ACCORDANCE", "reading_order": 18 }, { "page": 13, "type": "TEXT", "location": { "l": 220.5, "t": 1215, "r": 696.9, "b": 1195.2 }, "text": "WITH THE CURRENT 'SCHEDULE OF RATES' WILL BE APPLIED TO THE ACCOUNT AND MUST BE PAID IN FULL BEFORE A SECOND INSTALLATION IS ATTEMPTED.", "reading_order": 19 }, { "page": 13, "type": "TITLE", "location": { "l": 219.9, "t": 1202.7, "r": 395.7, "b": 1191 }, "text": "A SECOND INSTALLATION IS ATTEMPTED.", "reading_order": 20, "level": 6 }, { "page": 13, "type": "TEXT", "location": { "l": 216.6, "t": 1191.9, "r": 336.9, "b": 1180.2 }, "text": "4. AFTER THE INSTALLATION:", "reading_order": 21 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 218.4, "t": 1183.5, "r": 651.9, "b": 1169.7 }, "text": "ONCE THE AUTHORITY HAS DETERMINED THAT THE METER HAS BEEN SUCCESSFULLY INSTALLED AND", "marker": "*", "list_id": "L30", "level": 0, "reading_order": 22 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 221.4, "t": 1178.7, "r": 668.7, "b": 1155.3 }, "text": "ONCE THE AUTHORITY HAS DETERMINED THAT THE METER HAS BEEN SUCCESSFULLY INSTALLED AND TESTED, CUSTOMER SERVICE WILL ISSUE A LETTER OF COMPLIANCE FOR PRESENTATION TO THE TOWNSHIP.", "marker": "*", "list_id": "L30", "level": 0, "reading_order": 23 }, { "page": 13, "type": "TEXT", "location": { "l": 356.7, "t": 1155.6, "r": 537.6, "b": 1139.4 }, "text": "SINGLE WATER METER", "reading_order": 24 }, { "page": 13, "type": "TEXT", "location": { "l": 413.1, "t": 1136.4, "r": 480, "b": 1124.7 }, "text": "NOT TO SCALE", "reading_order": 25 }, { "page": 13, "type": "FIGURE", "location": { "l": 1523.7, "t": 1674, "r": 1810.2, "b": 1525.2 }, "text": "", "reading_order": 26 }, { "page": 13, "type": "TEXT", "location": { "l": 1569, "t": 1515.9, "r": 1848.6, "b": 1491.3 }, "text": "WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN.", "reading_order": 27 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 1553.1, "t": 1485, "r": 1850.1, "b": 1453.2 }, "text": "WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINT SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS BE MECHANICALLY JOINT CAST IRON.", "marker": "2.", "list_id": "L31", "level": 0, "reading_order": 28 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 1551.6, "t": 1446.6, "r": 1869.6, "b": 1424.1 }, "text": "OFFSETS MAY BE SUBSTITUTED FOR A \"T\" OF UP TO 24' IF APPROVED BY THE ENGINEER.", "marker": "3.", "list_id": "L31", "level": 0, "reading_order": 29 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 1549.8, "t": 1417.8, "r": 1855.2, "b": 1394.7 }, "text": "CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.", "marker": "4.", "list_id": "L31", "level": 0, "reading_order": 30 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 1547.7, "t": 1388.1, "r": 1857.3, "b": 1356 }, "text": "MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18\" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6\".", "marker": "5.", "list_id": "L31", "level": 0, "reading_order": 31 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 1550.1, "t": 1350, "r": 1859.4, "b": 1296.9 }, "text": "TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF TIE RODS.", "marker": "6.", "list_id": "L31", "level": 0, "reading_order": 32 }, { "page": 13, "type": "TEXT", "location": { "l": 1606.2, "t": 1296, "r": 1814.1, "b": 1269.3 }, "text": "UTILITY CROSSING DETAIL\n3/8\"=1'-0\"", "reading_order": 33 }, { "page": 13, "type": "TEXT", "location": { "l": 2136, "t": 1686.9, "r": 2240.4, "b": 1674.3 }, "text": "MULLER TAPPING VALVE", "reading_order": 34 }, { "page": 13, "type": "FIGURE", "location": { "l": 1894.2, "t": 1681.5, "r": 2242.2, "b": 1480.8 }, "text": "", "reading_order": 35 }, { "page": 13, "type": "TEXT", "location": { "l": 1963.2, "t": 1676.1, "r": 2003.4, "b": 1661.7 }, "text": "ACTIVE", "reading_order": 36 }, { "page": 13, "type": "TEXT", "location": { "l": 1895.7, "t": 1578, "r": 2004, "b": 1537.2 }, "text": "CONCRETE THRUST BLOCK BACK TO VIRGIN GROUND 3500 PSI CONCRETE", "reading_order": 37 }, { "page": 13, "type": "TEXT", "location": { "l": 2085.6, "t": 1542.3, "r": 2243.7, "b": 1482.3 }, "text": "MUELLER TAPPING SLEEVE MECH. TYPE H-615 250 PSI WORKING PRESSURE FOR ALL DUCTILE IRON WATER MAIN. FORD S.S. W/ D.I. FLANGE \"FAST\" STYLE FOR ALL OTHER MATERIAL WATER MAIN.", "reading_order": 38 }, { "page": 13, "type": "TEXT", "location": { "l": 1946.4, "t": 1475.4, "r": 2231.4, "b": 1424.7 }, "text": "ALL NEWLY INSTALLED TAPPING SLEEVES & TAPPING VALVES SHALL BE PNEUMATICALLY TESTED AT A TEST PESSURE OF 150PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE & VALVE SHALL HAVE PASSED THE TEST.", "reading_order": 39 }, { "page": 13, "type": "TEXT", "location": { "l": 1930.5, "t": 1417.8, "r": 2231.7, "b": 1385.1 }, "text": "2. ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'X2'X6\" CONCRETE COLLAR AROUND IT.", "reading_order": 40 }, { "page": 13, "type": "TEXT", "location": { "l": 1997.4, "t": 1383.6, "r": 2182.8, "b": 1368 }, "text": "WET TAP CONNECTION", "reading_order": 41 }, { "page": 13, "type": "TEXT", "location": { "l": 2066.7, "t": 1365.3, "r": 2110.5, "b": 1353.9 }, "text": "3/8\"=1'-0\"", "reading_order": 42 }, { "page": 13, "type": "TITLE", "location": { "l": 140.1, "t": 989.7, "r": 186.6, "b": 975.3 }, "text": "NOTES:", "reading_order": 43, "level": 6 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 149.4, "t": 972.9, "r": 297, "b": 921.6 }, "text": "6\" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.", "marker": "1.", "list_id": "L32", "level": 0, "reading_order": 44 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 149.4, "t": 913.8, "r": 304.8, "b": 835.2 }, "text": "AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 2\" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5", "marker": "2.", "list_id": "L32", "level": 0, "reading_order": 45 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 147.6, "t": 828, "r": 301.8, "b": 795.9 }, "text": "EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.", "marker": "3.", "list_id": "L32", "level": 0, "reading_order": 46 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 145.2, "t": 789, "r": 291.6, "b": 778.2 }, "text": "ALL TRENCHES TO BE SAW CUT.", "marker": "4.", "list_id": "L32", "level": 0, "reading_order": 47 }, { "page": 13, "type": "FIGURE", "location": { "l": 324.9, "t": 1073.1, "r": 711, "b": 745.2 }, "text": "", "reading_order": 48 }, { "page": 13, "type": "TEXT", "location": { "l": 440.7, "t": 764.1, "r": 703.2, "b": 729.3 }, "text": "COUNTY ROAD TRENCH RESTORATION\n1\"=1'-0\"\nPIPE BEDDING\nSEE GENERAL\nNOTE #1", "reading_order": 49 }, { "page": 13, "type": "FIGURE", "location": { "l": 324, "t": 716.4, "r": 713.1, "b": 394.8 }, "text": "", "reading_order": 50 }, { "page": 13, "type": "TITLE", "location": { "l": 142.8, "t": 698.1, "r": 190.5, "b": 683.7 }, "text": "NOTES:", "reading_order": 51, "level": 6 }, { "page": 13, "type": "TEXT", "location": { "l": 152.7, "t": 681.3, "r": 301.5, "b": 629.1 }, "text": "4\" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.", "reading_order": 52 }, { "page": 13, "type": "TEXT", "location": { "l": 151.2, "t": 621, "r": 308.1, "b": 541.8 }, "text": "2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 1.5\" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5", "reading_order": 53 }, { "page": 13, "type": "FIGURE", "location": { "l": 321.9, "t": 601.5, "r": 708.9, "b": 398.1 }, "text": "", "reading_order": 54 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 150, "t": 537.6, "r": 304.2, "b": 503.4 }, "text": "EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.", "marker": "3.", "list_id": "L33", "level": 0, "reading_order": 55 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 146.7, "t": 497.7, "r": 296.4, "b": 484.8 }, "text": "ALL TRENCHES TO BE SAW CUT.", "marker": "4.", "list_id": "L33", "level": 0, "reading_order": 56 }, { "page": 13, "type": "TITLE", "location": { "l": 243.9, "t": 397.8, "r": 325.2, "b": 384.6 }, "text": "GENERAL NOTES:", "reading_order": 57, "level": 6 }, { "page": 13, "type": "TEXT", "location": { "l": 256.5, "t": 378.9, "r": 731.7, "b": 356.7 }, "text": "UNSUITABLE MATERIAL ENCOUNTERED BENEATH THE TRENCH TO BE REMOVED TO A DEPTH DETERMINED BY THE ENGINEER. REFER TO THE TECHNICAL SPECIFICATIONS FOR DETAILED PIPE BEDDING REQUIREMENTS.", "reading_order": 58 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 245.7, "t": 350.1, "r": 695.4, "b": 326.7 }, "text": "SUITABLE BACK FILL TO BE THOROUGHLY COMPACTED IN 6\" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).", "marker": "2.", "list_id": "L34", "level": 0, "reading_order": 59 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 243.6, "t": 321.3, "r": 578.4, "b": 306.9 }, "text": "AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.", "marker": "3.", "list_id": "L34", "level": 0, "reading_order": 60 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 244.5, "t": 301.2, "r": 726, "b": 279.6 }, "text": "THE CONTRACTOR MUST DEWATER PRIOR TO PLACING THE PIPE IF WET TRENCH CONDITIONS ARE FOUND. THE PIPE MUST REMAIN IN DRY CONDITIONS UNTIL BACKFILLED.", "marker": "4.", "list_id": "L34", "level": 0, "reading_order": 61 }, { "page": 13, "type": "TITLE", "location": { "l": 378, "t": 274.5, "r": 610.2, "b": 257.7 }, "text": "TRENCH RESTORATION DETAIL", "reading_order": 62, "level": 6 }, { "page": 13, "type": "TEXT", "location": { "l": 478.5, "t": 256.5, "r": 514.2, "b": 244.8 }, "text": "1\"=1'-0\"", "reading_order": 63 }, { "page": 13, "type": "FIGURE", "location": { "l": 732, "t": 1107.9, "r": 1192.8, "b": 756.3 }, "text": "", "reading_order": 64 }, { "page": 13, "type": "TEXT", "location": { "l": 1026, "t": 819.6, "r": 1131.3, "b": 790.5 }, "text": "PLUG REQUIRED PRIOR\nTO BUILDING SEWER\nINSTALLATION", "reading_order": 65 }, { "page": 13, "type": "TEXT", "location": { "l": 874.5, "t": 779.7, "r": 971.1, "b": 756.6 }, "text": "3/4\" STONE BETWEEN\n— VIRGIN GROUND AND\nPIPE", "reading_order": 66 }, { "page": 13, "type": "TEXT", "location": { "l": 830.4, "t": 753, "r": 1157.4, "b": 692.4 }, "text": "TE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & MUA. CLEAN-OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. SHOULD NO CURBING EXIST, THE AUTHORITY WILL DETERMINE WHETHER OR NOT A 2'x2'x6\" CONCRETE COLLAR WILL BE CONSTRUCTED.", "reading_order": 67 }, { "page": 13, "type": "TEXT", "location": { "l": 870.6, "t": 698.4, "r": 1070.7, "b": 681.3 }, "text": "SEWER SERVICE LATERAL", "reading_order": 68 }, { "page": 13, "type": "TEXT", "location": { "l": 952.2, "t": 678.3, "r": 989.4, "b": 667.2 }, "text": "3/8\"=1'-0\"", "reading_order": 69 }, { "page": 13, "type": "FIGURE", "location": { "l": 1262.7, "t": 1056.3, "r": 2203.5, "b": 602.1 }, "text": "", "reading_order": 70 }, { "page": 13, "type": "TEXT", "location": { "l": 1659.3, "t": 1056.3, "r": 1859.7, "b": 929.4 }, "text": "BINGHAM & TAYLOR 5-1/4\" NO.\n4908 VALVE BOX TOP SECTION\nAND COVER SIZE NO. 54-S OR\nEQUAL LID MARKED \"WATER\" SET\nON 6\" OF 3/4\" STONE\nCURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB. CURB BOX IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. 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LEGEND
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SOIL LIMIT LINE
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