← Paul Test
doc11428 d9e90f70-fb3a-4408-a02c-5b8d1094ff7d_Engineering_Design_Standards_COP-artifacted.pdf
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"text": "INTRODUCTION",
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"text": "The purpose of these Standards is to provide certain minimum standards for the design, construction, repair and alterations of streets, roadways, alleys, drainage, grading, sewerage, water supply facilities and all appurtenances thereto, within the City of Palmdale, where any portion of such improvement is to be turned over to the City of Palmdale for operation and/or maintenance."
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"text": "Complete plans for all improvements including any necessary dedications and easements shall be submitted to the Office of the City Engineer for approval and must receive the required approval prior to the beginning of construction of any such improvements. This shall apply to any project where the City Engineer has jurisdiction. Such plans shall be prepared by, or certified by, a Registered Civil Engineer licensed to practice in California in accordance with the provisions of the \"Professional Engineer's Act\", Chapter 7 of the Business and Professions Code, relating to the practice of Civil Engineering."
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"text": "All Construction plans to be approved by the City Engineer shall be prepared in accordance with the following guidelines. Any items which are not included in these Standards shall be designed in accordance with the latest edition of the following publications"
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"text": "Subdivision and Zoning Ordinances of the City of Palmdale as defined in Section 1,B.",
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"text": "The above publications are listed in the order of precedence. The City Engineer may approve modifications to these Standards on a case by case basis."
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"text": "In these Standards, the intent and meaning of the terms that are used shall be as defined in Section I of the Standard Specifications for Public Works Construction (also known as the Green Book), published by Building News, Inc. 3055 Overland Avenue, Los Angeles, CA 90034, except as herein below specifically noted, revised or added."
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"text": "DESIGN - Shall mean site grading, x-section, street alignment, grade, geometric section, structural section; sanitary sewer alignment, grade, size; water system alignment, size, valving, fire hydrant location; storm drain alignment, grade, size and miscellaneous improvements as required by the City Engineer.",
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"text": "DEVELOPER - Shall mean any person, firm, corporation, partnership or association engaged in the development of property in part or in whole by the placing of any improvements thereon, whether the property was previously developed in whole, in part, or at all.",
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"text": "EASEMENT - Shall mean an easement dedicated to the City or Public Utility which shall be continuing and irrevocable unless formally abandoned.",
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"text": "Prior to submittal, a Registered Civil Engineer must stamp each sheet of plans, calculations/reports and indicate license number and expiration date. Unsealed plans will not be accepted for plan checking. Final (ready for approval) plans and reports will need to be signed by the Engineer prior to City Approval."
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"text": "All prints submitted shall be folded to a size no larger than 9\" x 12\"."
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"text": "Subsequent submittal to the City's Geologist shall be as required.",
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"text": "City Limit lines if contiguous to project",
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"text": "North arrow",
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"text": "Scale: 1\" = 200'",
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"text": "Drainage facilities including drywell locations",
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"text": "Title block containing the Tract number and Tentative Tract number if applicable; phase number if applicable purpose of grading (rough, precise, etc.) and site address.",
"marker": "c."
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"text": "Benchmark - Los Angeles County number, description, location, date (year of adjustment), and elevation to three decimal places.",
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"text": "Engineering firm's name, address, telephone number, date of plan preparation, stamp and signature of Registered Civil Engineer responsible for design.",
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"text": "Signature and stamp of soils engineer and engineering geologist (as required). (Approval by City's geologist is required prior to approval by City Engineer.)",
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"order": 15,
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"text": "Checked By block for Plan Checker, Recommended By block and Approval block for City Engineer's signatures with dates, and for other agencies as appropriate. Also include on the face sheet the Planning Department Compliance Block.",
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"text": "Revision block with revision number, date, initials of design engineer, description of plan change, and spaces for City approval and date. All revisions within the plan shall be referenced on the title sheet.",
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"text": "Ⅱ-4",
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"text": "m.. Legend and symbols."
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"text": "The sheets following shall clearly delineate the grading of the project and shall include the following:",
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"text": "Precise location of all existing buildings, structures, trees, cesspools, septic tanks, and wells on the property.",
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"text": "The location of any building or structure or other significant feature within 15' of the project.",
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"text": "All existing and proposed easements for drainage devices, roadways and utilities easement should be official record book and page.",
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"text": "Accurate contours or spot elevations indicating the topography of the existing ground. Contours or spot elevations must be shown beyond the property line of the site being graded to properly indicate existing drainage patterns.",
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"text": "Finish grades by contours and/or spot elevations indicating proposed drainage patterns and grading. Show finish grade elevations at corners of all structures, BCR, ECR, B.C., E.C., BVC, EVC and grade breaks. For precise grading plans show pad and finished floor elevations.",
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"text": "Daylight lines of all cuts and fills. Make them continuous and obvious.",
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"text": "Show locations and structural details of all walls, both retaining walls and free standing walls. All wall details are to be shown on the grading plan only.",
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"text": "North arrow and scale, mi[p18.1.9.1]nimum, include bar scale.",
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"text": "If construction occurs between November 1 to April 15, then the last sheet of the Grading Plan set shall be an erosion control plan (one sheet only). See Section 2-E (Page II-13) for more details.",
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"text": "Ⅱ-6",
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"text": "I All work shall be done in accordance with the excavation and building code of the City of Palmdale and any special requirements of the permit. Any violation will result in the stoppage of all work until the violation is corrected."
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"text": "The developer's engineer shall exercise sufficient supervisory control during grading and construction to ensure compliance with the approved plans and in accordance with section 7014, Engineering Grading, of the City Building Code.",
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"text": "Slopes shall be no steeper than 2 horizontal to 1 vertical, or as determined by the Soils Engineer and approved by the City Geologist.",
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"text": "Fills shall be compacted throughout to at least 90% of the maximum dry density as determined by A.S.T.M. Soil Compaction Test D1557-78.",
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"text": "The developer's Soils Engineer shall certify that the required inspections and tests have been performed and that such tests comply with the code.",
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"text": "Fill areas shall be cleared of all vegetation and debris, scarified, have subdrains installed (if any) and approved by the Grading Inspector and Soils Engineer prior to the placing of fill.",
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"text": "Approved protective measures and temporary drainage provisions must be used to protect adjoining properties during the Grading Project.",
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"text": "Dust shall be controlled by watering to the satisfaction of the Grading Inspector.",
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"text": "After all work, including the installation of drainage structures and protective devices, has been completed and required reports have been submitted, the permittee shall request a Rough Grading Inspection from the City of Palmdale Engineering, Department.",
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"text": "Not less than one Field Density Test will be made for each 2 feet vertical of fill, nor less than one such test for each 1,000 cubic yards of material placed.",
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"text": "Finish Grading will be completed and approved, and Slope Planting and Irrigation Systems installed before Occupancy of Building.",
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"text": "The Private Engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the Private Engineer shall be responsible for determining an acceptable solution and revising the plans for review and approval by the City.",
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"text": "Temporary Erosion Control Plans shall be submitted prior to October 1. The control devices shown on said plans shall be installed prior to November 1 and maintained in operable condition until April 15.",
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"text": "The surface of all slopes more than three (3) feet in vertical height and steeper than 5:1 shall be covered with City of Palmdale approved erosion control blankets. Installation shall conform to manufacturer's specifications. Deviations from this requirement shall be submitted in writing with an alternative plan for temporary erosion control. This plan shall be approved by the City Engineer.",
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"text": "The surface of all slopes more than three (3) feet in vertical height shall be protected against damage by erosion by planting with ground cover plants. Slopes exceeding fifteen (15) feet in vertical height shall also be planted with trees, spaced at not more than 20 feet on center.",
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"text": "The existence and location of any underground utility pipes, conduits or structures shown on these plans was obtained by a search of the available records. To the best of our knowledge, there are no existing utilities except as shown on these plans. The contractor is required to take due precautionary measures to protect the utility lines shown on these drawings. The contractor further assumes all liability and responsibility for the utility pipes, conduits or structures shown or not shown on these drawings. The contractor shall pothole all existing utilities to verify the location and any discrepancy between the plans shall be brought to the attention of the Design Engineer."
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"text": "Contractor agrees that he shall assume sole and complete responsibility for the job site condition during the course of construction of this project, including safety of all persons and property and that this requirement shall apply continuously and not be limited to normal working hours. The contractor also agrees to defend, indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer."
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"item_count": 32,
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"header": 1,
"heading": 1,
"list": 2,
"list_item": 7,
"table": 1,
"table_cell": 16,
"text": 4
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"build_ms": 1,
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"id": "p24.1",
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"r": 282.96,
"b": 786.96
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"level": 2
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"order": 2,
"type": "heading",
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"text": "D. GRADING DESIGN CRITERIA",
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"text": "Grading shall conform to Chapter 70 of the City of Palmdale Building Code and the following criteria. In case of a discrepancy, the following criteria shall govern."
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"r": 358.8,
"b": 545.52
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"text": "",
"attrs": {
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"children": [
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"id": "p24.4.1",
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"text": "Drainage",
"marker": "I."
},
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"order": 6,
"type": "list_item",
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"t": 560.88,
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"text": "Minimum Gradients for residential sites:",
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}
]
},
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"type": "text",
"bbox": {
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"t": 530.16,
"r": 344.4,
"b": 513.36
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"text": "Dirt, grass, etc. 1.0%"
},
{
"id": "p24.6",
"order": 8,
"type": "text",
"bbox": {
"l": 138,
"t": 498.24,
"r": 532.08,
"b": 465.6
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"text": "Fine graded residential lot - dirt 2.0% sheet flow away from building pad for minimum of 3', pad shall be at least 0.3' above high point of swale."
},
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"type": "table",
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"t": 452.4,
"r": 395.28,
"b": 326.88
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"text": "",
"attrs": {
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"n_rows": 8,
"n_cols": 2
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"children": [
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"id": "p24.7.1",
"order": 10,
"type": "table_cell",
"bbox": {
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"t": 452.4,
"r": 248.52,
"b": 436.71
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"text": "b.",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
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"order": 11,
"type": "table_cell",
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"t": 452.4,
"r": 395.28,
"b": 436.71
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"text": "Minimum gradients for flat land industrial sites:",
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"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.3",
"order": 12,
"type": "table_cell",
"bbox": {
"l": 101.76,
"t": 436.71,
"r": 248.52,
"b": 421.02
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"text": "",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.4",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 248.52,
"t": 436.71,
"r": 395.28,
"b": 421.02
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"text": "Earth at rough grade stage 0.5%",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.5",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 101.76,
"t": 421.02,
"r": 248.52,
"b": 405.33
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"text": "",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.6",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 248.52,
"t": 421.02,
"r": 395.28,
"b": 405.33
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"text": "Earth fine grade 1.0%",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.7",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 101.76,
"t": 405.33,
"r": 248.52,
"b": 389.64
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"text": "",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.8",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 248.52,
"t": 405.33,
"r": 395.28,
"b": 389.64
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"text": "Asphalt Pavement (sheet flow) 1.0%",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.9",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 101.76,
"t": 389.64,
"r": 248.52,
"b": 373.95
},
"text": "",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.10",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 248.52,
"t": 389.64,
"r": 395.28,
"b": 373.95
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"text": "Concrete Pavement (sheet flow) 1.0%",
"attrs": {
"row": 4,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.11",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 101.76,
"t": 373.95,
"r": 248.52,
"b": 358.26
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"text": "",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.12",
"order": 21,
"type": "table_cell",
"bbox": {
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"t": 373.95,
"r": 395.28,
"b": 358.26
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"text": "Concrete drain in earth area 0.5%",
"attrs": {
"row": 5,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.13",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 101.76,
"t": 358.26,
"r": 248.52,
"b": 342.57
},
"text": "",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.14",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 248.52,
"t": 358.26,
"r": 395.28,
"b": 342.57
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"text": "Concrete gutter in paved area 0.4%",
"attrs": {
"row": 6,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p24.7.15",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 101.76,
"t": 342.57,
"r": 248.52,
"b": 326.88
},
"text": "",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
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"order": 25,
"type": "table_cell",
"bbox": {
"l": 248.52,
"t": 342.57,
"r": 395.28,
"b": 326.88
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"text": "Maximum gradient for sheet flow 20.0%",
"attrs": {
"row": 7,
"col": 1,
"rowspan": 1,
"colspan": 1
}
}
]
},
{
"id": "p24.8",
"order": 26,
"type": "list",
"bbox": {
"l": 102.48,
"t": 311.52,
"r": 528.48,
"b": 152.64
},
"text": "",
"attrs": {
"item_count": 5
},
"children": [
{
"id": "p24.8.1",
"order": 27,
"type": "list_item",
"bbox": {
"l": 102.96,
"t": 311.52,
"r": 493.68,
"b": 279.84
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"text": "Design for water to flow to nearest practical street, storm drain or natural watercourse. Cross lot drainage is to be avoided.",
"marker": "c."
},
{
"id": "p24.8.2",
"order": 28,
"type": "list_item",
"bbox": {
"l": 102.72,
"t": 264.96,
"r": 404.88,
"b": 248.64
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"text": "Show design and location of all drainage devices.",
"marker": "d."
},
{
"id": "p24.8.3",
"order": 29,
"type": "list_item",
"bbox": {
"l": 102.48,
"t": 232.8,
"r": 528.48,
"b": 216.48
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"text": "Drainage shall not sheet flow over the top of any slopes steeper than 5:1.",
"marker": "e."
},
{
"id": "p24.8.4",
"order": 30,
"type": "list_item",
"bbox": {
"l": 103.68,
"t": 201.6,
"r": 513.84,
"b": 184.56
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"text": "For residential lots, swales shall be 3 feet minimum from building pad.",
"marker": "f."
},
{
"id": "p24.8.5",
"order": 31,
"type": "list_item",
"bbox": {
"l": 103.44,
"t": 169.68,
"r": 387.12,
"b": 152.64
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"text": "Common side yard swales are not acceptable.",
"marker": "g."
}
]
},
{
"id": "p24.9",
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"type": "text",
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"t": 89.52,
"r": 343.2,
"b": 75.6
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"text": "Π-12",
"attrs": {
"block_label": "number"
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"excluded_furniture": {
"first": [],
"last": []
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}
Page 25
18 item(s)
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figure (1)
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list (2)
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1 · FIGURE
2 · HEADING
3 · LIST
4
5
6
7
8 · HEADING
9 · TEXT
10 · TEXT
11 · LIST
12
13
14
15
16
17
18 · TEXT
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"b": 689.52
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"text": "2. Slopes",
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"level": 3
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"b": 467.52
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"text": "Slopes shall be designed with full consideration of landscaping requirements. Cut and fill slopes shall be no steeper than 2 horizontal to 1 vertical.",
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"type": "list_item",
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"b": 560.4
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"text": "Drainage shall be directed away from the faces of cut and fill slopes or into approved drainage structures. The faces of cut and fill slopes shall also be manufactured to control erosion. This control may consist of stepping or other surface protection, as approved by the City Engineer. The protection for the slopes shall be installed within 15 days after completion of the rough grading.",
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"text": "Slopes required to be planted shall be provided with an approved system of irrigation. See Section VI for details.",
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"text": "Recommendations in the soils report shall be incorporated into the design of any slope.",
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"text": "E. TEMPORARY EROSION CONTROL DESIGN CRITERIA",
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"text": "Temporary Erosion Control Plans shall be submitted prior to October 1. The control devices shown on said plans shall be installed prior to November 1 and maintained in operable condition until April 15."
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"text": "Temporary Erosion Control Plans shall provide for the following:"
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"text": "Temporary soils stabilization measures shall be installed on slopes graded at 10:1 or steeper, and/or 10 feet or more in height. Contact the City's Landscape Architect for the approved methods of soil stabilization and planting mixes.",
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"text": "Desilting facilities at all drainage inlets for the graded site shall be designed for a 25-year storm intensity. They must be detailed on the plan. Design and specific recommendations shall be submitted for the following:",
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"text": "Dike requirements; dimensions, percent compaction, etc.",
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Page 26
15 item(s)
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6 · LIST
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11
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13
14 · TEXT
15 · FOOTER
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"text": "b. A standby crew for emergency work shall be available at all times.\nNecessary materials shall be available on-site and stockpiled at convenient locations to facilitate rapid construction of temporary devices or to repair any damaged erosion control measures."
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"text": "All removable protective devices shown shall be in place at the end of each working day in the period from October 1 through April 15, and at any other period when the weather forecast indicates a greater than 50% probability of rain.",
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"text": "After a rainstorm, all silt and debris shall be removed from check berms and desiliting basins. Any graded slope surface protection measures damaged during the rainstorm shall also be repaired immediately.",
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"text": "Fill slopes at the project perimeter must drain away from the top of the slope at the conclusion of each working day.",
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"text": "A six-foot high perimeter fence or a 24-hour guard shall be posted on the site whenever the depth of water in any device exceeds 18 inches.",
"marker": "g."
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"order": 12,
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"text": "Placement of devices to reduce erosion damage within the project must be shown on the plan. Stockpile locations for materials shall also be indicated on the drawing.",
"marker": "4."
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"text": "Outlet conditions from the desilting basin shall not exceed downstream limitations. The overflow shall be designed to safely pass 1.5 times the 25-year peak discharge.",
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Page 27
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"text": "6. A construction entrance shall be installed prior to commencement of grading. Location of the entrance may be adjusted by the contractor to facilitate grading operations. All construction traffic entering the paved road must cross the construction entrance. The construction entrance shall consist of a bed of 3/4\" gravel of the following minimum dimensions: 15' wide, 30' long and 12\" deep. The construction entrance shall be removed prior to placing base for paving."
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Page 28
18 item(s)
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1 · HEADER
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"text": "GRADING PLAN CHECK LIST TITLE SHEET",
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"text": "[p28.4.1]Requires special attention by checker.",
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"order": 6,
"type": "text",
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"text": "[ ] 24\" x 36\" SHEET SIZE"
},
{
"id": "p28.6",
"order": 7,
"type": "text",
"bbox": {
"l": 71.76,
"t": 635.76,
"r": 543.6,
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"text": "[ ] BENCHMARK - County of Los Angeles, Palmdale Quad, elevation, location, benchmark number, description, date of adjustment. Temporary B.M. shall be set at 1000' grids to be utilized during grade checking."
},
{
"id": "p28.7",
"order": 8,
"type": "text",
"bbox": {
"l": 72,
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"text": "[ ] TITLE BLOCKS - tract number and Palmdale number (bottom right and right margin), sheet number, phase, rough or final, City Engineer \"approved by\" \"checked by\", \"recommended by\", \"Planning Department compliance\" signature blocks ; name, address and phone for owner, developer, design engineer, soils engineer, geologist, revision block, list of items on sheet."
},
{
"id": "p28.8",
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"type": "text",
"bbox": {
"l": 72.24,
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"text": "[ ] KEY MAP - scale 1\" = 200', north arrow up, flow arrows, street names, street widths, dry well locations, lot lines and numbers, retention/detention basin location, key to sheet numbers, adjoining tract numbers, City Limits."
},
{
"id": "p28.9",
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"type": "text",
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"b": 389.04
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"text": "[ ] VICINITY MAP - Highway names, City Limits, north arrow up."
},
{
"id": "p28.10",
"order": 11,
"type": "text",
"bbox": {
"l": 71.52,
"t": 382.8,
"r": 402.48,
"b": 365.28
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"text": "[ ] Engineers seal, expiration date, signature, date signed."
},
{
"id": "p28.11",
"order": 12,
"type": "text",
"bbox": {
"l": 72.72,
"t": 358.8,
"r": 227.76,
"b": 341.04
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"text": "[ ] Legend and Symbols."
},
{
"id": "p28.12",
"order": 13,
"type": "text",
"bbox": {
"l": 73.2,
"t": 318.96,
"r": 282.72,
"b": 300.72
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"text": "[ ] Job Address (where applicable)."
},
{
"id": "p28.13",
"order": 14,
"type": "text",
"bbox": {
"l": 73.2,
"t": 287.52,
"r": 544.8,
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"text": "[] * Offsite grading for drainage and slopes - need Drainage Acceptance Letter and/or Cut/Fill Acceptance Letter or easement recorded. (examples on II-21 & II-22)"
},
{
"id": "p28.14",
"order": 15,
"type": "text",
"bbox": {
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"text": "[ ] General Notes (Reference pages II-7 thru II-11)."
},
{
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"order": 16,
"type": "text",
"bbox": {
"l": 73.68,
"t": 223.44,
"r": 328.8,
"b": 205.68
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"text": "[ ] Private Engineer's Notice to Contractor."
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{
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"type": "text",
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"text": "Ⅱ-16",
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Page 29
7 item(s)
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"text": "[ ] Private Engineer's Responsibility Statement."
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{
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"text": "[ ] Earthwork volumes - cut, fill, over-excavation, backfill, export and import. Backup calculations and cross sections should be provided."
},
{
"id": "p29.4",
"order": 4,
"type": "text",
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"text": "[ ] Details - sideyard swales, paved swales, rear yard swales, rough grade section, berm section, wall section, typical lot grading."
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"text": "[ ] Has a Storm Water Pollution Prevention Plan (SWPPP) been prepared? Prior to issuance of a Grading Permit, the applicant shall file a Notice of Intent with the Lahontan Region of the California Regional Water Quality Control Board to comply with the applicable National Pollution Discharge Elimination System (NPDES) requirements."
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"text": "II-17",
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Page 30
18 item(s)
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14 · TEXT
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16 · TEXT
17 · TEXT
18 · FOOTER
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"text": "[p30.2.1] Requires special attention\nby checker.",
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"text": "[ ] TITLE BLOCK (same as cover, except no City Engineer or compliance signature blocks)"
},
{
"id": "p30.4",
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"type": "text",
"bbox": {
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"text": "[ ] Contours of existing ground with elevations noted."
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{
"id": "p30.5",
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"type": "text",
"bbox": {
"l": 74.16,
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"text": "[ ] North arrow and scale."
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"type": "text",
"bbox": {
"l": 74.16,
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"text": "[ ] Existing features within 25' of boundary."
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{
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"type": "text",
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"text": "[ ] Finish grades - by contours or spot elevations indicating proposed drainage patterns and grading. Show finished grade elevations at corners of all structures and lots; top of curb elevation for BCR, ECR, B.C., E.C., BVC, EVC and top and toe of all cut and fill slopes at lot corners."
},
{
"id": "p30.8",
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"type": "text",
"bbox": {
"l": 73.44,
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"r": 376.8,
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"text": "[ ] Daylight lines - Show \"C\" and \"F\". (cut and fill)."
},
{
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"type": "text",
"bbox": {
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"text": "[ ] Front yard set back line."
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"type": "text",
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"l": 73.44,
"t": 335.28,
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"text": "[ ] Lot numbers and dimensions (including curves) at property lines."
},
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"type": "text",
"bbox": {
"l": 73.2,
"t": 304.56,
"r": 350.4,
"b": 286.8
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"text": "[ ] * Storm drainage system (shown in phantom)."
},
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"type": "text",
"bbox": {
"l": 73.68,
"t": 273.12,
"r": 472.8,
"b": 255.6
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"text": "[ ] * All existing utilities (sewer, water, gas, telephone, electrical, etc.)."
},
{
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"type": "text",
"bbox": {
"l": 74.88,
"t": 241.68,
"r": 208.8,
"b": 224.4
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"text": "[ ] All existing trees."
},
{
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"type": "text",
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"r": 221.04,
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"text": "[ ] Right-of-way width."
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"type": "text",
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"text": "[ ] Flow arrows with slope in percent (0.4% Minimum and 10.0% maximum)."
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"text": "Ⅱ-18",
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Page 31
9 item(s)
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"text": "[ ] Street names."
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"type": "text",
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"text": "[ ] Adjoining tract numbers."
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"text": "[ ] Matchline with sheet reference."
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"text": "[ ] * Retaining and freestanding walls - (location and reference)."
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"text": "[ ] Slopes with label (slope ratio 2:1, 3:1, etc.)"
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"text": "[ ] Engineer has signed and sealed each sheet"
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"text": "Π-19",
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Page 32
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"type": "list_item",
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"type": "text",
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"type": "text",
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"text": "[ ] * Structures, pipes, headwalls, rip-rap, spillways, etc. shown with reference to street plans."
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"text": "II - 20",
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"text": "A. FEASIBILITY EVALUATION",
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"text": "All properties shall be evaluated for feasibility. For that evaluation a site plan showing the location and dimensions of the property is necessary. The site plan should be of sufficient detail to outline existing topography and proposed grading. It is not necessary to provide information on existing topography in flatland areas (less than 4 percent surface relief). Excavations for slopes, basements, etc. should be identified on the Feasibility map."
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"text": "A detailed Feasibility evaluation should be performed for properties with flaws that would affect the design process; i.e., necessitate design around a defect. Adverse conditions could be active faults, nuisance water disposal and large preexisting landslides. Since these conditions entail different geotechnical investigation techniques they are considered as separate issues in the following text. A project may have more than one adverse condition and the analysis would be a combination of the following:"
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"text": "Active Fault Potential: Prior to the design phase, a fault study must be prepared on properties within an Alquist-Priolo Special Studies Zone and those outside that zone which may be affected by the trace of an active fault. The fault study should be along the following outline:"
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"bbox": {
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"text": "A photo lineament study should be performed. A map should be prepared that shows all possible lineaments. Scale of the map will be dependent upon size of the property and detail and expression of the lineaments.",
"marker": "1."
},
{
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"order": 9,
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"text": "The consultant is encouraged to discuss the findings of the photo-lineament analysis with the reviewer.",
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"text": "Any Alquist-Priolo Special Studies Zones limits shall be shown on a base map with a minimum I\" = 2,000' scale.",
"marker": "3."
}
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"text": "III-1",
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"text": "A fault trenching program should be implemented to evaluate all suspect fault features.",
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"text": "Relative age dating of soils and geomorphic features by a qualified soil and geomorphic stratigrapher may be necessary on a case by case basis depending upon the site conditions.",
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"text": "Continuous faults that have insufficient soil cover to allow age assessment and are structurally associated with active fault regimes will be considered active. Correlation of these fault conditions between tracts may be performed on a case by case basis.",
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"text": "Active faults identified by the consultant shall be located by a registered land surveyor and shown on the geologic or fault map which utilizes the final grading plan.",
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"text": "Nuisance Water Disposal: During the feasibility phase, tracts in impermeable soil/bedrock areas or high groundwater locations will be evaluated for effectiveness of drywell disposal of nuisance water. The feasibility of the nuisance water drywells will be substantiated by on-site percolation tests. The nuisance water evaluation will be in general conformance with the guidelines covered in Section V, Nuisance Water Management."
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"text": "Large Landslides: Evaluation of large landslides will be performed in the feasibility phase of tracts in hillside (slopes steeper than 5:1) areas. Where landslides are present or suspected, sufficient subsurface exploration will be required to determine the basic geometry and stability of the landslide mass and the required stabilization measures. Gross stability studies and pseudostatic analyses must indicate calculated safety factors of at least 1.5 and 1.1 respectively."
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"text": "B. DESIGN PHASE",
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"text": "After a project is considered feasible it should go to the geotechnical design phase. This phase requires a thorough geotechnical study for review. The design geotechnical study is based on the grading or construction plan to be used for earthwork or construction. A geotechnical report should be prepared that considers pertinent soils engineering, geologic and hydrogeologic conditions. It would present recommendations including but not necessarily limited to site grading criteria,"
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"text": "III-2",
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"text": "collapsible soil distribution and treatment, foundation design, slope stability for cut and fill slopes 10 feet or higher, lateral earth pressure, and location and effects of nuisance water. In some cases these questions would have to be answered, at least in part, during a feasibility stage investigation. Following are general minimum guidelines for this phase of tract development."
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"text": "Grading Plan",
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"text": "The tract grading plan shall be at a minimum scale of 1\" = 40'. Smaller projects shall have a scale suitable to define grading and foundation parameters. All grading plans shall be on a 24\" x 36\" sheet of 3 mil mylar.",
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"text": "The first sheet of the grading plan shall be wet ink signed and dated by both the tract geotechnical consultants and the civil engineer.",
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"text": "Building setbacks from recognized active faults shall be clearly identified on the grading plan. Special foundation zones shall be shown on the grading plan or identified in the grading notes.",
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"text": "The locations of proposed structures, surface and subsurface drainage facilities, paved surfaces, drywells, etc., shall be clearly shown on the grading plans.",
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"text": "C. GEOTECHNICAL REPORT",
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"text": "The geotechnical report shall consider all applicable and pertinent earth conditions at the site. The relationship of the site to the regional geologic framework shall also be discussed.",
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"text": "The geotechnical report shall, at a minimum, consider and present the following general requirements where applicable:",
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"text": "a. Geologic map and cross sections shall be prepared in all bedrock areas.\nThe geologic base map should be the final grading plan. The cross sections should be oriented to best demonstrate site geologic structure. If desired an additional larger scale map may be used to illustrate site geology."
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Page 40 JSON
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"text": "This applies to deep-seated stability of natural, cut and fill slopes. Surface stability (i.e., infinite saturated slope within 3 feet of the face) of slopes should be calculated for all slopes greater than 10 feet high.",
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"text": "The consultant should provide recommendations for control of erosion/surficial deterioration for graded slopes with low cohesion near surface soil or bedrock geologic structure.",
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"text": "Strengths utilized in the stability analyses should be derived from laboratory tests on the material that is considered for hypothetical failure.",
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"text": "Representative geologic cross section(s) shall be developed for all slopes that have geologic structure and are analyzed for slope stability.",
"marker": "g."
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"order": 6,
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"text": "Laboratory testing for shear strength should be performed on water saturated samples.",
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"bbox": {
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"text": "The geotechnical report shall discuss and present soils engineering parameters. The minimum guideline requirements for soils engineering studies are as follows:",
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"text": "Soils engineering studies shall be based on adequate and sufficient laboratory testing which should consist of; but not necessarily be limited to, soil compressibility; shear strength; dry density and optimum moisture content; and expansion potential.",
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"text": "Subsurface explorations for the soils engineering report should be shown on a plan with a scale sufficient to describe their location (not necessarily a $1\" = 40' scale).",
"marker": "d."
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"text": "Recommendations for soil removal, foundation design, retaining wall design, slope stability (deep and surficial), compaction requirements and any other pertinent soils condition should be presented.",
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Page 42
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"text": "The geotechnical report shall include an analysis of nuisance water drywells. Minimum report guidelines are as follows:",
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"text": "Permeability of soils and bedrock should be determined by on-site percolation tests.",
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"text": "The percolation tests should take into account the interval where nuisance water will be discharged. Testing outside the injection zone is not applicable.",
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"text": "Depth to bedrock and ground water should be determined. This can be achieved by reference documents in deep alluvial or ground water areas.",
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Page 43
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"text": "The subsurface effects of nuisance water injection shall be determined by the consultant. This includes potential for soil hydroconsolidation and daylighting (rising) water on and off site.",
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"text": "The appropriate City guidelines should be utilized for design, construction and testing of the drywell (refer to Section V for further guidelines).",
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"text": "Site grading details and specifications shall be in the geotechnical report and on the grading plan. Typical items that would be discussed include, but is not limited to, the following:",
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"text": "Subdrain design (i.e., volume of filter material, pipe specifications, etc.) should be shown in the report.",
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"text": "Fill placement specifications should be presented and field guidelines for approval of over-excavation bottoms given.",
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"text": "The grading plan to be used for earthwork should be reviewed by the geotechnical consultant for conformance to their recommendations.",
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"text": "The grading plans submitted to the City should be wet ink signed and sealed by the design geotechnical consultant(s).",
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Page 44
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1 · HEADER
2 · FIGURE
3 · HEADING
4 · LIST
5
6
7
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9 · TEXT
10 · LIST
11
12
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16 · TEXT
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"text": "D. FINAL REVIEW",
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"text": "After the design review approval, the tract may commence with grading. A final review shall be performed after grading and submitted to the City. Requirements of this phase are in the following sections."
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"text": "The City Inspectors will provide regular in-grading inspections, as needed. If desired, the consultant of record or the City Inspectors may contact the City Engineering office for a site visit by the appropriate City professional or consultant.",
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"text": "In-progress grading (interim) may be prepared by the consultant for review. These reports would discuss the grading progress and any changes from the original design. Changes in design to be reviewed by the City.",
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"text": "Major design changes should be reviewed by the geotechnical consultant and recommendations submitted for approval with plan revisions to City Engineering."
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"text": "After grading, a final geotechnical report shall be submitted for review. It shall, at a minimum, contain the following information:",
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"text": "A general description of the grading operations and encountered conditions. Deviations from the design report shall be identified and explained.",
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"text": "Where necessary, a geologic map shall be provided which shows the as-built geologic conditions. It shall include mapping of faults, geologic contacts and bedding attitude measurements.",
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"text": "Subdrain locations shall be shown on the as-graded map.",
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"text": "Buttressed slopes shall be shown on the grading plan. If conditions other than those anticipated by the design report were encountered during grading, stability calculations should be presented in the report.",
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Page 45
12 item(s)
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11 · FOOTER
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1 · TITLE
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10 · HEADING
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"text": "The guidelines, criteria, and standards listed here should be considered the minimum design standards for street improvements. Exceptions may be considered if dictated by adverse topographic or environmental conditions. A request for each exception shall be submitted to the City Engineer for decision. The following are general requirements which apply to all plans for public improvements."
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"text": "Any named travel way shall be a street. If developers desire a street to have a name, it must be constructed to City standards.",
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"text": "Private streets are discouraged and will only be allowed when approved in advance by the Planning Commission. Private streets shall be constructed to City standards.",
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"text": "Developer's Engineer shall establish a minimum one permanent bench mark in each project, and provide to the City Engineer a complete description, elevation to three decimal places and level notes from a bench mark listed in the LACPD precise bench mark list, Palmdale Quad.",
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"text": "For purposes of geometric and structural design, streets shall be classified according to the following. Any deviation from the following standard shall require the approval of the City Engineer."
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"text": "The parameters listed on Figure IV-1 shall be used for the design of streets within the City of Palmdale. (For Standard Street Sections see pages IV-27 through IV-34). The structural section given is based on an R-value of 5. A lesser structural section may be used only after the City Engineer has given written approval of the soils engineer's recommendations which must be based on R-Value soils tests taken after rough grading."
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Page 48
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1 · FIGURE
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5 · TABLE
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9
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11
12
13
14
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17
18
19
20
21
22
23
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36
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39
40
41
42
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44
45
46
47
48
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61
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63
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116 · FOOTER
117 · FOOTNOTE
118 · FOOTNOTE
119 · FOOTNOTE
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"text": "54",
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"text": "Note 1: The street structural section shall be determined from \"R\" values obtained from materials gathered at the level of the proposed subgrade using the State of California Division of Highways design method for crushed aggregate base. Crushed aggregate base shall conform to section 200-2.2 of the latest edition of the Standard Specifications for Public Works Construction (Green Book). In no case shall the minimum street section be less than 3 inches asphalt concrete and 4 inches of aggregate base. If deep lift asphalt is used the minimum section shall be 7 inches of asphalt.",
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Page 49
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18 · TEXT
19 · FOOTER
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Page 50
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1 · HEADER
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4
5
6
7
8
9 · HEADING
10 · LIST
11
12
13 · HEADING
14 · TEXT
15 · LIST
16
17
18 · TEXT
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"text": "Right of entry for any work to be performed on adjacent properties. Permission to be in letter form signed by adjacent property owner and notarized. A form is available at the City Engineer's Office. This is required even if the owner of the impacted property is the developer of the subject project.",
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Page 51
19 item(s)
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1 · LIST
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3
4
5
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7
8
9
10
11
12
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19 · TEXT
Page 51 JSON
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"text": "City Limit lines if near project.",
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{
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"t": 353.76,
"r": 507.6,
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"text": "Lot configurations and lot numbers, if project is a subdivision.",
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"order": 14,
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"r": 401.76,
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"order": 15,
"type": "list_item",
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"r": 313.92,
"b": 257.76
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"order": 16,
"type": "list_item",
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"type": "list_item",
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"t": 213.12,
"r": 407.04,
"b": 192.96
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"text": "City limit lines, if near project.",
"marker": "6)"
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"order": 18,
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"l": 202.32,
"t": 181.68,
"r": 314.16,
"b": 162.48
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"text": "IV - 6",
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Page 52
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1 · LIST
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15 · HEADING
16 · TEXT
17 · TEXT
Page 52 JSON
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"type": "list_item",
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"text": "Engineering firm name, address, telephone number, date of plan preparation, signature, stamp, R.C.E. number and date of expiration.",
"marker": "d."
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"order": 9,
"type": "list_item",
"bbox": {
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"r": 564.24,
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"text": "Title block containing tract number and which phase of tentative tract number, if applicable; City-assigned \"ST\" number.",
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"type": "list_item",
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"marker": "f."
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"text": "Signature block for Plan Check Engineer and a Recommended By block.",
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"text": "Approval block for City Engineer's signature and date, and for other agencies when necessary.",
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"order": 13,
"type": "list_item",
"bbox": {
"l": 180.96,
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"r": 564,
"b": 225.12
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"text": "Revision block with revision number, date, initials of design engineer, description of plan change, index of sheets affected by the revision, and spaces for City approval and date.",
"marker": "i."
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"id": "p52.1.13",
"order": 14,
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"text": "k. Typical sections showing:",
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"text": "1) Each geometric street variation with limits, if applicable. (See STD No. M-8.3)"
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Page 53
17 item(s)
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1 · LIST
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12 · HEADING
13 · LIST
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17 · TEXT
Page 53 JSON
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"text": "Existing pavement to be overlayed, joined or removed. (See STD No. M-8.3)",
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"t": 415.2,
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"marker": "d)"
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"order": 10,
"type": "list_item",
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"l": 216.72,
"t": 352.8,
"r": 563.28,
"b": 303.6
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"text": "Structural section (use Structural Section shown in chart until sections recommended by the soils Engineer are approved by the City Engineer).",
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"text": "7. Profile shall include:",
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"text": "All rates of grade. Negative grades shall be indicated.",
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"order": 15,
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Page 54
16 item(s)
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16 · TEXT
Page 54 JSON
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"text": "8. Plan view shall include:",
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"bbox": {
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"t": 700.8,
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"text": "North arrow, scale and 3\" bar scale.",
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"text": "Existing improvements to be shown with dashed line.",
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"order": 5,
"type": "list_item",
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"r": 528,
"b": 605.28
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"text": "Improvements to be constructed, including all joins at project boundaries; the interim conditions shall be clearly shown.",
"marker": "c."
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"order": 6,
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"text": "Approved Street names.",
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"text": "Centerline stationing of both streets at all intersections. The station and name of the subject street shall be shown above the leader and the station and name of the intersecting street below.",
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"text": "Stationing shall be marked on all construction centerlines and aligned with profile.",
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"order": 10,
"type": "list_item",
"bbox": {
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"t": 402.48,
"r": 528.48,
"b": 384.96
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"text": "All existing utilities - show proposed water and sewer (solid).",
"marker": "h."
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"b": 337.68
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"text": "Tract number, tract boundary, lot lines and lot numbers for each parcel adjoining the street right of way.",
"marker": "i."
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"t": 324.48,
"r": 426.96,
"b": 307.2
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"b": 244.08
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"text": "Curve data for all horizontal curves. BC's, EC's, BCR's and ECR's shall be labeled and stationed, (convention for BCR's and ECR's - proceed clockwise around the return from BCR to ECR).",
"marker": "k."
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{
"id": "p54.2.12",
"order": 14,
"type": "list_item",
"bbox": {
"l": 163.2,
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"r": 379.44,
"b": 212.64
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"text": "Identification of all storm drains.",
"marker": "1."
},
{
"id": "p54.2.13",
"order": 15,
"type": "list_item",
"bbox": {
"l": 162.72,
"t": 198.24,
"r": 299.76,
"b": 180.96
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"text": "Drywell locations.",
"marker": "m."
}
]
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"id": "p54.3",
"order": 16,
"type": "text",
"bbox": {
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"b": 72
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"text": "IV - 9",
"attrs": {
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Page 55
5 item(s)
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1 · LIST
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Page 55 JSON
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"items": [
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"id": "p55.1",
"order": 1,
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"attrs": {
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"bbox": {
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"text": "Construction details not included in the standard drawings of an approved agency.",
"marker": "9."
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"bbox": {
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"text": "Construction notes shall be positive statements to perform certain specific items of work shown on the plan. General comments not specifically tied to a symbol on the plan shall be placed in the General Notes. A list of standardized construction notes are shown on page IV-15. Use only the notes that apply to the specific street plans. Additional construction notes that are site specific must be developed by the design engineer as necessary.",
"marker": "10."
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"bbox": {
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"text": "Because of ambiguity in the way it is used, the word \"proposed\" shall not be used on construction plans. Items may be classified as existing, under construction, by others., or future.",
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"text": "IV - 10",
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"text": "STREET PLAN GENERAL NOTES",
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"type": "list",
"bbox": {
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"text": "",
"attrs": {
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"type": "list_item",
"bbox": {
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"text": "Work shall be performed according to the latest edition of the Standard Specifications For Public Works Construction, the excavation and building code of the City of Palmdale, the City of Palmdale Engineering Design Standards and any special requirements of the permit. Other references are to the latest editions of APWA Standard Plans For Public Works Construction, Los Angeles County Department of Public Works Standard Plans and Caltrans Standard Plans.",
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{
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"order": 4,
"type": "list_item",
"bbox": {
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"t": 595.92,
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"text": "Before work can be started, the contractor must obtain an encroachment permit to work within the existing public right-of-way from the City Engineering Division, 38250 Sierra Highway, Palmdale CA 93550.",
"marker": "2."
},
{
"id": "p56.2.3",
"order": 5,
"type": "list_item",
"bbox": {
"l": 88.32,
"t": 537.84,
"r": 558.24,
"b": 492.96
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"text": "Application for inspection by The City of Palmdale shall be made by the contractor at least twenty-four (24) hours before the services thereof will be required; phone (661) 267-5255.",
"marker": "3."
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{
"id": "p56.2.4",
"order": 6,
"type": "list_item",
"bbox": {
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"text": "Work in public streets, once begun, shall be prosecuted to completion without delay so as to provide minimum inconvenience to adjacent property owners and to the traveling public. Failure to comply with this requirement is a violation of the Highway Permit Ordinance.",
"marker": "4."
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{
"id": "p56.2.5",
"order": 7,
"type": "list_item",
"bbox": {
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"t": 407.04,
"r": 559.68,
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"text": "The contractor shall take all necessary and proper precautions to protect adjacent properties from any and all damage that may occur from storm water runoff and/or deposition of debris resulting from any and all work in connection with subdivision construction.",
"marker": "5."
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{
"id": "p56.2.6",
"order": 8,
"type": "list_item",
"bbox": {
"l": 88.08,
"t": 335.28,
"r": 474,
"b": 318.96
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"text": "Construct sidewalk returns per Standard Plan C-7 series as applicable.",
"marker": "6."
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{
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"order": 9,
"type": "list_item",
"bbox": {
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"text": "Paving to be done in 2 layers - bottom layer shall be 3/4\" rock (Type B mix AR-4000) and the final layer shall be 1\" thick with 1/2\" rock (Type C-2 Mix AR-4000). All work is to be completed to the satisfaction of the City inspector in the field and also to the satisfaction of the City Engineer.",
"marker": "7."
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"order": 10,
"type": "list_item",
"bbox": {
"l": 88.56,
"t": 233.28,
"r": 559.92,
"b": 156.24
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"text": "Street structural sections will be determined by R-Value soil testing. Subdivider's soils engineer shall provide R-Value tests after streets have been rough graded. Test results shall be subject to review and approval by the City Geologist. Plan must be as-built to show actual structural section constructed. The crushed aggregate base shall consist entirely of crushed rock and rock dust.",
"marker": "8."
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{
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"order": 11,
"type": "list_item",
"bbox": {
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"text": "There shall be no above ground obstructions in any portion of the sidewalk except where the width, exclusive of top of curb, is 6' or greater. Otherwise provide a taper to maintain a 48\" minimum unobstructed width (reference Standard Plan C-6).",
"marker": "9."
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"text": "IV - 11",
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Page 57
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"text": "Where sidewalks are adjacent to curb, construct residential driveways per Palmdale Standard Drawing No. C-1. Use Standard Drawing No. C-3.1 for alternate residential driveway sections. Construct Industrial and Commercial driveways per APWA Standard Plan 110-1, Type C and Standard Plan 111-2. Type 2.",
"marker": "10."
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{
"id": "p57.1.2",
"order": 3,
"type": "list_item",
"bbox": {
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"t": 662.4,
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"text": "Construct street name signs per Palmdale Standard Plan M-5. Placement locations shall be as directed by the City Traffic Engineer. Street name signs shall be posted prior to occupancy of buildings.",
"marker": "11."
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{
"id": "p57.1.3",
"order": 4,
"type": "list_item",
"bbox": {
"l": 92.4,
"t": 605.04,
"r": 529.44,
"b": 588.96
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"text": "Provide a street lighting system plan for the City Engineer's review and approval.",
"marker": "12."
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{
"id": "p57.1.4",
"order": 5,
"type": "list_item",
"bbox": {
"l": 92.88,
"t": 576,
"r": 565.44,
"b": 544.08
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"text": "Processed miscellaneous base may be used under curb and gutter in lieu of crushed aggregate base.",
"marker": "13."
},
{
"id": "p57.1.5",
"order": 6,
"type": "list_item",
"bbox": {
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"text": "In lieu of crushed aggregate base under walks, contractor may use processed miscellaneous base or select material with expansion of 3% or less as determined by Soil Engineer's expansion test.",
"marker": "14."
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{
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"type": "list_item",
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"text": "Prior to sidewalk construction contact City of Palmdale Landscape Architect for requirements on tree well locations and irrigation system construction.",
"marker": "15."
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{
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"order": 8,
"type": "list_item",
"bbox": {
"l": 92.64,
"t": 422.16,
"r": 566.16,
"b": 374.88
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"text": "Curb and sidewalk joints shall be per A.P.W.A. Standard Plan 112-1. Sidewalk landings and returns shall be per City of Palmdale Standard No. C-7 series as applicable.",
"marker": "16."
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{
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"type": "list_item",
"bbox": {
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"text": "The purchase and installation of street name signs shall be the responsibility of the developer. The developer shall secure the approval of the City Traffic Engineer for the type and location of the street name signs prior to installation. (Reference Standard Plans M-5.1, M-5.2, M-5.3).",
"marker": "17."
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{
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"bbox": {
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"text": "Stencil street names on at least two returns at each intersection in 4\" block letters with black paint on white background.",
"marker": "18."
},
{
"id": "p57.1.10",
"order": 11,
"type": "list_item",
"bbox": {
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"text": "The Private Engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the Private Engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City.",
"marker": "19."
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{
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"order": 12,
"type": "list_item",
"bbox": {
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"text": "** (include note 20 if drywell(s) are required)."
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"type": "footer",
"bbox": {
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"text": "IV - 12",
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Page 58
11 item(s)
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9
10 · FOOTER
11 · FOOTER
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"b": 787.68
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"order": 2,
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"attrs": {
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"type": "list_item",
"bbox": {
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"text": "All drywells shown on this project shall be maintained by the owners where their locations are on private property or through the creation of a Landscape Benefit Assessment District when approved by the City. Drywells will be replaced by the owners when they cease to drain standing surface water in a 24 hour period or are deemed to be obsolete by the City. Regular Maintenance of the drywell settling chamber is required to achieve proper operation of the drywell and shall be performed annually or more often depending upon its location, and shall be performed by the owner or district as applicable. All drywells shall be constructed per City of Palmdale Standards.",
"marker": "20."
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{
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"order": 4,
"type": "list_item",
"bbox": {
"l": 92.4,
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"text": "All material shall be inspected and accepted by the City Inspector prior to being used for construction. The City Inspector has the authority to reject the use of materials which are damaged or not in compliance with plans or standards.",
"marker": "21."
},
{
"id": "p58.2.3",
"order": 5,
"type": "list_item",
"bbox": {
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"text": "The Contractor is hereby noticed that this street work will not be accepted for maintenance until the street improvements shown herein have been completed, all manholes, handholes and valve boxes brought to grade, utilities underground as required, street lights installed and operational, striping and signing completed as required, all Geotechnical testing completed and approved, as-built plans completed and approved, and existing improvements damaged during construction are repaired, all to the satisfaction of the City Engineer.",
"marker": "22."
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{
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"order": 6,
"type": "list_item",
"bbox": {
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"text": "The Contractor shall provide for contributory drainage at all times and take all necessary and proper precautions to protect adjacent properties and improvements from any and all damage that may occur from storm water runoff and/or deposition of debris resulting from any and all work, to the satisfaction of the City Engineer.",
"marker": "23."
},
{
"id": "p58.2.5",
"order": 7,
"type": "list_item",
"bbox": {
"l": 90.24,
"t": 293.04,
"r": 562.8,
"b": 256.08
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"text": "The Private Engineer shall be required to provide as-built plans to the City Engineer prior to the acceptance of the work.",
"marker": "24."
},
{
"id": "p58.2.6",
"order": 8,
"type": "list_item",
"bbox": {
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"r": 562.8,
"b": 176.88
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"text": "IMPORTANT NOTICE - Section 4216/4217 of the Government Code requires a Dig Alert Identification number be issued before any “Permit to excavate” will be valid. For your Dig Alert I.D. number, call Underground Service Alert toll free @ 1-800-422-4133, two working days before you dig.",
"marker": "25."
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{
"id": "p58.2.7",
"order": 9,
"type": "list_item",
"bbox": {
"l": 89.52,
"t": 166.56,
"r": 561.84,
"b": 114.96
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"text": "If Work is to be done within a State Right-of-Way, a permit must be obtained from the State of California, Division of Highways, 120 South Spring Street, Los Angeles, CA.",
"marker": "26."
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"order": 10,
"type": "footer",
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"l": 303.12,
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"r": 346.08,
"b": 69.84
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"text": "IV - 13",
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Page 59
7 item(s)
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2 · TITLE
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · FOOTER
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"text": "PRIVATE ENGINEER'S NOTICE TO CONTRACTOR",
"attrs": {
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"level": 2
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{
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"order": 3,
"type": "text",
"bbox": {
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"text": "The existence and location of any underground utility pipes, conduits or structures shown on these plans was obtained by a search of the available records. To the best of our knowledge, there are no existing utilities except as shown on these plans. The contractor is required to take due precautionary measures to protect the utility lines shown on these drawings. The contractor further assumes all liability and responsibility for the utility pipes, conduits or structures shown or not shown on these drawings. The contractor shall pothole all existing utilities to verify the location and any discrepancy between the plans shall be brought to the attention of the Design Engineer."
},
{
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"type": "text",
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"text": "Contractor agrees that he shall assume sole and complete responsibility for the job site condition during the course of construction of this project, including safety of all persons and property and that this requirement shall apply continuously and not be limited to normal working hours. The contractor also agrees to defend, indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer."
},
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"text": "ENGINEER'S SIGNATURE\n(Print Name) under signature line\nR.C.E."
},
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"text": "R.C.E. DATE"
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"type": "footer",
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"text": "IV - 14",
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Page 60
16 item(s)
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"text": "STREET IMPROVEMENT\nCONSTRUCTION NOTES",
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"text": "Construct 3\" minimum thick A.C. pavement on 4\" minimum thick crushed aggregate base. (See General Notes 7 & 8).",
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"text": "Construct minimum 4\" thick A.C. pavement on 6\" minimum crushed aggregate base (See Gen. Notes 7 & 8).",
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"text": "Construct 8\" curb and gutter per A.P.W.A. Std. Plan 120 - 1, A2 - 200(8) (See Gen. Note 13).",
"marker": "3."
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"text": "Construct 6\" curb and Gutter per A.P.W.A. Std Plan 120-1, A2-150(6)(See Gen. Note 13).",
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"text": "Construct 4\" P.C.C. sidewalk. (See Gen. Notes 14, 15 & 16).",
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"text": "Construct concrete crossgutter per A.P.W.A. Standard Plan 122-1.",
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"text": "Construct modified concrete wheelchair ramp per City of Palmdale Standard No. C-7, Case ___.(See Gen. Note 14).",
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"b": 321.6
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"text": "Sawcut and remove 1' minimum existing AC pavement to provide for a neat joint.",
"marker": "8."
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"type": "list_item",
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"text": "Cold plane 1\" to meet centerline and overlay.",
"marker": "9."
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"text": "Existing utility equipment (power poles, water meters, fire hydrants, etc.) will be relocated per City Standards and utility company requirements.",
"marker": "10."
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"text": "Construct 2\" x 6\" redwood header, or construct an additional 1' of AC pavement at edge of AC paving.",
"marker": "11."
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"text": "12. Install ___, Type I guide markers per L.A.C.R.D. Standard Plan 84-01.\n** Additional project specific Construction Notes to be developed by the design engineer as necessary."
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Page 61
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"text": "E. DESIGN",
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"text": "Street improvements shall be designed in accordance with the policies and criteria set forth in the Los Angeles County Road Department Design Manual incorporated by reference in these Design Standards and the following:"
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"text": "The street structural section shall be determined from \"R\" values obtained from material gathered from the level of the proposed subgrade using the State of California Division of Highways design method. In no case shall the minimum street section be less than 3 inches asphalt concrete and 4 inches of aggregate base. The aggregate base section may be comprised of an equivalent section of aggregate base and aggregate subbase, but in no case shall the aggregate base be less than 4 inches. If deep lift asphalt is used the minimum section shall be 7 inches of A.C. (see Figure IV-1, page IV - 3).",
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"text": "Arc length on centerline of horizontal curve shall not be less than 100 feet unless the centerline radius is greater than 3,000 feet. At an intersection, only that portion of the curve outside curb returns can be used to satisfy this requirement.",
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"text": "In hillside terrain, or if other design constraints are present, curve radii may be reduced (with corresponding super elevation) in conformance with the L.A. County Highway Design Manual, and shall be subject to the approval of the City Engineer."
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"text": "If a highway changes classification and width at an intersection the typical section of the higher classification shall be carried through the intersection and then transition back to the lower classification. This transition is normally 600 feet and is subject to the approval of the City Traffic Engineer prior to approval of the improvement plans.",
"marker": "3."
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"text": "Corner cut-offs are required at all highway intersections, including intersections with local streets. Local-to-local street intersections also require corner cutoffs. (see City of Palmdale Std. No. C-7 series)",
"marker": "4."
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"id": "p61.5.3",
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"text": "Adjacent intersections along the highway, but on opposite sides and offset in a direction in which left turns will not be in conflict, should be spaced a minimum of 150 feet centerline to centerline.",
"marker": "5."
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Page 62
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"text": "When new asphalt is joined to an existing street, one inch depth of asphalt shall be removed from the edge of pavement to the centerline of the street and shall be overlayed with one inch of asphalt to the satisfaction of the City Engineer. The means of removal shall be cold planing or any other means of removal approved by the City Engineer.",
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"text": "Major highways may require raised medians. (This to be determined by the City Traffic Engineer). All access points are subject to approval by the City Traffic Engineer.",
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"text": "Local Street - (58' & 60' R/W) A street with direct residential frontage with Average Daily Traffic (ADT) volumes not exceeding 1200 vehicles per day.",
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"text": "Collector - (64' R/W) A non-arterial street normally through a residential area, designed to collect traffic from local streets and distribute it onto arterial highways. Residential collectors are designed to carry traffic volumes generally greater than 1200 vehicles per day but less than 4000 vehicles per day. No direct residential access is permitted.",
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"text": "General Design Criteria for Local Streets and Collectors:",
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"text": "Collector streets - Minimum centerline radius is 300 feet.",
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"text": "Local streets - Minimum centerline radius is 250 feet.",
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"text": "IV - 17",
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Page 63
28 item(s)
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"text": "Curb returns shall be designed by the \"plane method\"; see City of Palmdale Standard Plan No. G-4.",
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"text": "Standard cul-de-sacs are required for all permanent dead-end streets and may be required for temporary dead-end streets if future development seems remote. The following are recommended maximum lengths of cul-de-sacs.",
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"text": "500 feet in length when serving land zoned for industrial or commercial.",
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"text": "700 feet in length when serving land zoned for residential uses having a density of more than four dwelling units per net acre.",
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"text": "1000 feet in length when serving land zoned for residential uses having a density of four or less dwelling units per acre.",
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"text": "9. Vertical Curves:",
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"text": "The minimum length of vertical curves will be governed by the Algebraic Grade Differential as noted in the table below:"
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"rowspan": 1,
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"text": "0.50 & Less",
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"rowspan": 1,
"colspan": 1
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{
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"l": 344.4,
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"text": "not Required",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.7",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 91.92,
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"b": 318.288
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"text": "0.51-1.00",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.8",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 218.16,
"t": 340.512,
"r": 344.4,
"b": 318.288
},
"text": "Not Required",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.9",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 344.4,
"t": 340.512,
"r": 470.64,
"b": 318.288
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"text": "80'",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.10",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 91.92,
"t": 318.288,
"r": 218.16,
"b": 296.064
},
"text": "1.01-2.00",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.11",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 218.16,
"t": 318.288,
"r": 344.4,
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"text": "60'",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.12",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 344.4,
"t": 318.288,
"r": 470.64,
"b": 296.064
},
"text": "80'",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.13",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 91.92,
"t": 296.064,
"r": 218.16,
"b": 273.84
},
"text": "2.01 & Greater",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.14",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 218.16,
"t": 296.064,
"r": 344.4,
"b": 273.84
},
"text": "100'",
"attrs": {
"row": 4,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p63.5.15",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 344.4,
"t": 296.064,
"r": 470.64,
"b": 273.84
},
"text": "120'",
"attrs": {
"row": 4,
"col": 2,
"rowspan": 1,
"colspan": 1
}
}
]
},
{
"id": "p63.6",
"order": 26,
"type": "text",
"bbox": {
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"r": 564.96,
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},
"text": "In addition to the previous table, the minimum length of vertical curves shall comply with current Los Angeles County Public Works Department Standards (refer to 1972 Los Angeles County Road Department Design Manual). The minimum length of crest vertical curves shall be governed by passing sight distance, if appropriate (Plate 2.5 - 01), or by stopping sight distance (Place 2.5 - 02). The minimum length of sag vertical curves shall be governed by Headlight Sight Distance (Plate 2.5 - 03)."
},
{
"id": "p63.7",
"order": 27,
"type": "text",
"bbox": {
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},
"text": "IV - 18",
"attrs": {
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},
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"id": "p63.8",
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"type": "footer",
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"l": 12,
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"b": 74.64
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"text": "",
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Page 64
13 item(s)
JSON
heading (1)
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1 · TITLE
2 · HEADING
3 · TEXT
4 · TEXT
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6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
Page 64 JSON
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"b": 668.16
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"text": "STREET IMPROVEMENT PLAN CHECKLIST\nTITLE SHEET\n*Requires special attention by\nchecker.",
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"level": 2
},
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"type": "heading",
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"t": 668.88,
"r": 230.16,
"b": 651.6
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"text": "[ ] 24\" x 36\" SHEET",
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"level": 3
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{
"id": "p64.3",
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"text": "[ ] BENCHMARK - County of Los Angeles, Palmdale Quad, elevation, location, benchmark number, description, adjustment date."
},
{
"id": "p64.4",
"order": 4,
"type": "text",
"bbox": {
"l": 100.08,
"t": 589.68,
"r": 563.52,
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"text": "[ ] TITLE BLOCK - Tract number & Palmdale number (bottom right and right margin), sheet number, phase, City Engineer approved by, recommended by and plan check by signature blocks, revision blocks."
},
{
"id": "p64.5",
"order": 5,
"type": "text",
"bbox": {
"l": 100.08,
"t": 526.32,
"r": 564.48,
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},
"text": "[ ] KEY MAP - Scale, bar scale, north arrow up, flow arrows, street names, street widths, drywell locations, lot lines and numbers, retention/detention basin location, key to sheet numbers, adjoining tracts, City Limits. Show entire tentative tract boundary."
},
{
"id": "p64.6",
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"type": "text",
"bbox": {
"l": 100.56,
"t": 448.32,
"r": 563.28,
"b": 415.44
},
"text": "[ ] VICINITY MAP - Major street names, city and county boundary, north arrow UP."
},
{
"id": "p64.7",
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"type": "text",
"bbox": {
"l": 101.76,
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"text": "[ ] Engineer's seal, expiration date, signature, date signed. Company name, address, phone number."
},
{
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"type": "text",
"bbox": {
"l": 99.84,
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"text": "[ ] TYPICAL SECTIONS - for each geometric section show right of way width, right of way half-widths, C.L. to T.C., T.C. to right of way, maximum cut and fill slope at right of way, level line with crown dimension; existing and proposed improvements with dimensions; sidewalk width and 1/4\" slope per foot, parkway width, appropriate construction notes, street name, limits, interim conditions."
},
{
"id": "p64.9",
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"type": "text",
"bbox": {
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"text": "CONSTRUCTION NOTES (numbered and circled) - i.e. Pavement sections, sidewalk, wheelchair ramp, curb and gutter, sawcutting existing pavement, thickened pavement edge, cross gutters, driveways, misc. Construction note numbers must be consistent throughout set of plans."
},
{
"id": "p64.10",
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"type": "text",
"bbox": {
"l": 99.6,
"t": 181.2,
"r": 442.08,
"b": 162.96
},
"text": "[ ] General Notes (Reference pages IV-11, IV-12 and IV-13)."
},
{
"id": "p64.11",
"order": 11,
"type": "text",
"bbox": {
"l": 100.32,
"t": 149.76,
"r": 479.28,
"b": 131.04
},
"text": "[ ] Private Engineer's Notice to Contractor (Reference page IV-14)."
},
{
"id": "p64.12",
"order": 12,
"type": "text",
"bbox": {
"l": 100.56,
"t": 117.84,
"r": 382.8,
"b": 99.36
},
"text": "[ ] Private Engineer's Statement of Responsibility."
},
{
"id": "p64.13",
"order": 13,
"type": "text",
"bbox": {
"l": 308.16,
"t": 83.76,
"r": 350.64,
"b": 69.84
},
"text": "IV - 19",
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Page 65
19 item(s)
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figure (1)
footer (2)
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1 · HEADER
2 · FIGURE
3 · TITLE
4 · TEXT
5 · TEXT
6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
10 · TEXT
11 · HEADING
12 · TEXT
13 · TEXT
14 · TEXT
15 · TEXT
16 · TEXT
17 · TEXT
18 · FOOTER
19 · FOOTER
Page 65 JSON
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{
"id": "p65.4",
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"type": "text",
"bbox": {
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"text": "[ ] TITLE BLOCKS - Revision Blocks"
},
{
"id": "p65.5",
"order": 5,
"type": "text",
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"text": "[ ] Stamp/seal with exp. Date and signature of Engineer"
},
{
"id": "p65.6",
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"type": "text",
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"text": "[ ] Signature blocks for Checked By and Recommended By."
},
{
"id": "p65.7",
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"type": "text",
"bbox": {
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"text": "[ ] Tract and phase number."
},
{
"id": "p65.8",
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"type": "text",
"bbox": {
"l": 138.24,
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"text": "[ ] Palmdale number."
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{
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"type": "text",
"bbox": {
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"t": 477.84,
"r": 333.12,
"b": 460.32
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"text": "[ ] Pages numbered consecutively."
},
{
"id": "p65.10",
"order": 10,
"type": "text",
"bbox": {
"l": 137.76,
"t": 446.4,
"r": 528.48,
"b": 414.96
},
"text": "[ ] Stationing along C.L.- does it match existing stationing and show a reference station at an intersecting street."
},
{
"id": "p65.11",
"order": 11,
"type": "heading",
"bbox": {
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"t": 400.32,
"r": 216.72,
"b": 384
},
"text": "PLAN VIEW 1\"=40'",
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"level": 3
},
{
"id": "p65.12",
"order": 12,
"type": "text",
"bbox": {
"l": 135.36,
"t": 368.4,
"r": 479.04,
"b": 351.12
},
"text": "[ ] North arrow (to top or left), scale 1\" = 40', 3\" bar scale."
},
{
"id": "p65.13",
"order": 13,
"type": "text",
"bbox": {
"l": 135.12,
"t": 328.8,
"r": 441.6,
"b": 311.28
},
"text": "[ ] * Existing improvements and utilities shown dashed."
},
{
"id": "p65.14",
"order": 14,
"type": "text",
"bbox": {
"l": 135.6,
"t": 288.96,
"r": 520.32,
"b": 257.52
},
"text": "[ ] * Limits of construction (joins and interim conditions), new asphalt shaded."
},
{
"id": "p65.15",
"order": 15,
"type": "text",
"bbox": {
"l": 136.08,
"t": 241.44,
"r": 480.72,
"b": 224.64
},
"text": "[ ] Street names. Street widths with construction dimensions."
},
{
"id": "p65.16",
"order": 16,
"type": "text",
"bbox": {
"l": 136.08,
"t": 209.76,
"r": 551.04,
"b": 161.52
},
"text": "[ ] Center line stationing of both streets at intersection on leader (subject street above, intersecting street below). *Offsets. Minimum center line curve length per Conditions of Approval."
},
{
"id": "p65.17",
"order": 17,
"type": "text",
"bbox": {
"l": 135.6,
"t": 146.64,
"r": 533.52,
"b": 114.48
},
"text": "[ ] Tract boundary, tract number, lot lines and numbers, adjacent parcel numbers, detention/retention basin."
},
{
"id": "p65.18",
"order": 18,
"type": "footer",
"bbox": {
"l": 11.52,
"t": 102.48,
"r": 41.28,
"b": 73.92
},
"text": "",
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},
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"order": 19,
"type": "footer",
"bbox": {
"l": 309.6,
"t": 81.84,
"r": 352.56,
"b": 67.68
},
"text": "IV - 20",
"attrs": {
"block_label": "footer"
}
}
],
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}
}
Page 66
21 item(s)
JSON
footer (2)
form_field (1)
header (1)
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1 · HEADER
2 · TEXT
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
10
11
12 · HEADING
13 · LIST
14
15
16
17
18
19
20 · FOOTER
21 · FOOTER
Page 66 JSON
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"r": 366,
"b": 786
},
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"type": "text",
"bbox": {
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"text": "[ ] * Applicable construction notes only."
},
{
"id": "p66.3",
"order": 3,
"type": "text",
"bbox": {
"l": 93.12,
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"r": 316.8,
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"text": "[ ] Match lines with sheet reference."
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{
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"type": "text",
"bbox": {
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"text": "[ ] * Flowline elevations and curve data for all horizontal curves. BC's, EC's, BCR'S, and ECR's shall be labeled and stationed, with elevation (convention for BCR's and ECR's - proceed clockwise from BCR to ECR). Include flowline elevation at P.I.'s in cross gutter."
},
{
"id": "p66.5",
"order": 5,
"type": "text",
"bbox": {
"l": 92.4,
"t": 572.64,
"r": 254.88,
"b": 554.64
},
"text": "[ ] Storm drain facilities."
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{
"id": "p66.6",
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"type": "text",
"bbox": {
"l": 92.16,
"t": 541.2,
"r": 239.76,
"b": 522.48
},
"text": "[ ] Wheelchair ramps."
},
{
"id": "p66.7",
"order": 7,
"type": "text",
"bbox": {
"l": 91.44,
"t": 510,
"r": 479.28,
"b": 489.36
},
"text": "[ ] * Depressed inlet detail with reference, stationing, and elevations."
},
{
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"order": 8,
"type": "text",
"bbox": {
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"b": 442.56
},
"text": "[] * Stationing for any other miscellaneous structures, i.e. driveways, fire hydrants, poles, barricades and references."
},
{
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"type": "text",
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},
"text": "[ ] * Horizontal curve table with delta, R, L, & T consecutively labeled. (The difference in the delta of any two adjacent curb returns may not exceed[p66.9.2]). Horizontal curve data shall be identified by letters in a hexagon and shall be consistent throughout the set of plans.",
"children": [
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"text": "10^{\\circ}",
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"text_offset": 150,
"text_span": 9,
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"type": "heading",
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"r": 151.92,
"b": 336.24
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"text": "PROFILE",
"attrs": {
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"level": 3
},
{
"id": "p66.11",
"order": 13,
"type": "list",
"bbox": {
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"t": 322.32,
"r": 428.16,
"b": 144
},
"text": "",
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"id": "p66.11.1",
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"type": "list_item",
"bbox": {
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"text": "[ ] Stationing and elevation of grid."
},
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"order": 15,
"type": "list_item",
"bbox": {
"l": 91.2,
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},
"text": "[ ] Profile fine labeled for each side and center line."
},
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"text": "[ ] T.C. grade each side. Finished surface at centerline."
},
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"text": "[ ] Existing ground at right of way and center line."
},
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"b": 175.68
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"text": "[ ] No grade breaks of more than 0.50%."
},
{
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"order": 19,
"type": "list_item",
"bbox": {
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"r": 326.88,
"b": 144
},
"text": "[ ] Open circle at grade breaks (-0-)."
}
]
},
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Page 67
11 item(s)
JSON
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11 · FOOTER
Page 67 JSON
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"text": "[ ] * Station and elevation at grade breaks, intersections, B.C.'s, E.C.'s, tract boundary, match line."
},
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"bbox": {
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"text": "[ ] Scale (1\" = 40' horizontal and 1\" = 4' vertical)."
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"bbox": {
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"text": "[ ] * Vertical curve data - tangent grade, length of curve, P.V.I. station and elevation, stations and elevations at 25' maximum interval, 100' minimum length where possible."
},
{
"id": "p67.4",
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"type": "text",
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"text": "[ ] * Elevation at curb return quarter points, curb face height at quarter points of transition, curb face transition labeled."
},
{
"id": "p67.5",
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"type": "text",
"bbox": {
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"text": "[ ] Height of curb face noted for each side."
},
{
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"type": "text",
"bbox": {
"l": 92.16,
"t": 511.92,
"r": 253.92,
"b": 493.2
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"text": "[ ] * Storm drain facilities."
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{
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"type": "text",
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"t": 480.72,
"r": 347.04,
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"text": "[ ] * Utility line and sub-structure crossings."
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{
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"order": 8,
"type": "text",
"bbox": {
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"t": 449.04,
"r": 514.56,
"b": 428.88
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"text": "[ ] Profile of existing ground extended 300' beyond end of improvements."
},
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"type": "text",
"bbox": {
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"t": 417.84,
"r": 309.6,
"b": 398.16
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"text": "[ ] Identical points flagged as such."
},
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"type": "footer",
"bbox": {
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"r": 41.76,
"b": 74.4
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"r": 349.44,
"b": 77.28
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"text": "IV - 22",
"attrs": {
"block_label": "footer"
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Page 68
18 item(s)
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2 · TEXT
3 · TEXT
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5 · TEXT
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8 · TEXT
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
14 · HEADING
15 · TEXT
16 · TEXT
17 · TEXT
18 · TEXT
Page 68 JSON
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"text": "STREET IMPROVEMENT PLAN CHECKLIST\nDRAINAGE STRUCTURES",
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"type": "text",
"bbox": {
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"t": 654.72,
"r": 231.84,
"b": 637.44
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"text": "[ ] TITLE BLOCKS"
},
{
"id": "p68.3",
"order": 3,
"type": "text",
"bbox": {
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"text": "[p68.3.1]Requires special attention by checker.",
"children": [
{
"id": "p68.3.1",
"order": 4,
"type": "text",
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{
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"type": "text",
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"text": "[ ] DRAINAGE STRUCTURE DETAILS"
},
{
"id": "p68.5",
"order": 6,
"type": "text",
"bbox": {
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"t": 582.48,
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"text": "[ ] Check Drainage Master Plan for required drain lines."
},
{
"id": "p68.6",
"order": 7,
"type": "heading",
"bbox": {
"l": 94.32,
"t": 534,
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"text": "PLAN VIEW",
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{
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"bbox": {
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"text": "[ ] Station correlation with street plan. Stationing along pipelines (increasing in upstream direction) with invert elevations at intersections and types of material."
},
{
"id": "p68.8",
"order": 9,
"type": "text",
"bbox": {
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"text": "[] * All structures identified and referenced to standard and/or details. Variable dimensions noted, debris racks, protection barriers, headwalls, wingwalls, aprons, cut-off walls, etc."
},
{
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"type": "text",
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"text": "[ ] * Rip-rap."
},
{
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"order": 11,
"type": "text",
"bbox": {
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"t": 353.28,
"r": 442.8,
"b": 336
},
"text": "[ ] Streets with existing and new utilities, dimensions, names."
},
{
"id": "p68.11",
"order": 12,
"type": "text",
"bbox": {
"l": 94.56,
"t": 313.2,
"r": 295.92,
"b": 296.16
},
"text": "[ ] Nuisance water system shown."
},
{
"id": "p68.12",
"order": 13,
"type": "text",
"bbox": {
"l": 95.04,
"t": 289.44,
"r": 299.76,
"b": 271.44
},
"text": "[ ] Detail of each local depression."
},
{
"id": "p68.13",
"order": 14,
"type": "heading",
"bbox": {
"l": 95.28,
"t": 241.2,
"r": 197.28,
"b": 225.12
},
"text": "PROFILE VIEW",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p68.14",
"order": 15,
"type": "text",
"bbox": {
"l": 94.8,
"t": 200.88,
"r": 531.84,
"b": 182.64
},
"text": "[ ] Stationing and elevation of grid, stationing of plan and profile are lined up."
},
{
"id": "p68.15",
"order": 16,
"type": "text",
"bbox": {
"l": 95.28,
"t": 169.44,
"r": 540.72,
"b": 134.88
},
"text": "[ ] Structures with reference to standard or detail, invert elevations, lengths and type of pipe, class or strength."
},
{
"id": "p68.16",
"order": 17,
"type": "text",
"bbox": {
"l": 95.04,
"t": 121.44,
"r": 388.56,
"b": 103.68
},
"text": "[ ] Existing and finished surface over storm drains."
},
{
"id": "p68.17",
"order": 18,
"type": "text",
"bbox": {
"l": 309.12,
"t": 88.8,
"r": 352.32,
"b": 73.68
},
"text": "IV - 23",
"attrs": {
"block_label": "number"
}
}
],
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}
}
Page 69
6 item(s)
JSON
header (1)
text (5)
1 · HEADER
2 · TEXT
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
Page 69 JSON
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"text": "[ ] Existing and new water and sewer crossings with separation labeled."
},
{
"id": "p69.3",
"order": 3,
"type": "text",
"bbox": {
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"t": 694.08,
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"text": "[ ] Hydraulic grade line."
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{
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"type": "text",
"bbox": {
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"t": 662.4,
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"text": "[ ] Water surface elevation at basin."
},
{
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"type": "text",
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"t": 630.96,
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"b": 610.32
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"text": "[ ] * Sections from plan view (as appropriate)."
},
{
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"type": "text",
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"t": 80.4,
"r": 359.04,
"b": 65.52
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"text": "IV - 24",
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Page 70
15 item(s)
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figure (1)
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1 · FIGURE
2 · TITLE
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5 · TEXT
6 · HEADING
7 · LIST
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9
10
11
12 · TEXT
13 · TEXT
14 · TEXT
15 · FOOTER
Page 70 JSON
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"b": 689.04
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"text": "",
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{
"id": "p70.2",
"order": 2,
"type": "title",
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"text": "GUIDELINES FOR CURB, GUTTER AND SIDEWALK",
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"block_label": "doc_title"
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"level": 2
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{
"id": "p70.3",
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"type": "text",
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"text": "These guidelines set forth the minimum acceptable requirements for curb, gutter and sidewalk in the City of Palmdale. Listed below are the conditions under which these requirements apply."
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{
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"type": "text",
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"text": "Following is a graphic presentation of street sections, showing required curb, gutter and sidewalk improvements in their proper dimensions."
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{
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"type": "text",
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"text": "As a matter of clarification, the width of sidewalks adjacent to curb are measured from the back of curb to the outside edge of sidewalk (i.e., a 5' wide sidewalk adjacent to curb includes only the sidewalk width and not the width of the curb):"
},
{
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"order": 6,
"type": "heading",
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"text": "1. SINGLE FAMILY RESIDENTIAL STREETS",
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"level": 3
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"t": 434.64,
"r": 559.68,
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"text": "",
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"text": "In urban areas where the minimum size of single family residential lots is less than or equal to one acre, standard (6\" or 8\" standup face) curb and gutter, 5' wide concrete sidewalks and concrete drive approaches shall be required on both sides of streets of the following classifications:",
"marker": "a."
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"text": "Residential collector (64' right-of-way).",
"marker": "•"
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{
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"order": 10,
"type": "list_item",
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"r": 333.36,
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"text": "Local residential (60' right-of-way).",
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"text": "Residential cul-de-sac (58' right-of-way)",
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"text": "Service roads (roads having access on one side) shall require curb and gutter on both sides of the street and 5' wide sidewalk on the fronting side of the street."
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"text": "b. In urban areas where the minimum size of single family residential lots is greater than one acre, curb, gutter and sidewalk requirements shall be determined by the City Engineer for approval on a case by case basis."
},
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"order": 14,
"type": "text",
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"b": 58.08
},
"text": "IV - 25",
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Page 71
15 item(s)
JSON
footer (1)
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list (1)
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1 · LIST
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3
4
5
6
7
8
9
10
11
12 · HEADING
13 · TEXT
14 · TEXT
15 · FOOTER
Page 71 JSON
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"text": "In areas having City approved Memorandums of Understanding (MOUs) where there is a conflict between the provisions stated in Paragraphs a and b above and those MOUs, the MOUs will take precedence. Areas known to have active MOUs include, but are not limited to the following associations:",
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{
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"order": 3,
"type": "list_item",
"bbox": {
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"t": 642,
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},
"text": "Sunnyside Farms",
"marker": "1."
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{
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"order": 4,
"type": "list_item",
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"b": 611.76
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"text": "Shadow Acres",
"marker": "2."
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{
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"order": 5,
"type": "list_item",
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"text": "White Fence Farms II",
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"text": "White Fence Farms III",
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"type": "list_item",
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"text": "El Dorado",
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"text": "Notes: In Rural areas curb and gutter required only.\nFor Landscaping Easements see Palmdale City\nZoning Ordinance."
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"text": "The City of Palmdale is currently planning significant improvements to the existing drainage system. Presently most storm runoff traverses the city as surface flows and are subject to concentration and increased short duration peaking in areas where development is occurring. Nuisance waters travel exceptionally long distances as gutter flows, and attain unacceptable depth and width of flow on flat reaches of streets."
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"text": "It is the policy of the City of Palmdale that each development greater than five (5) acres (gross) in size be responsible for on-site mitigation of the short duration peak flows caused by the development. In addition, nuisance flows generated on-site shall be mitigated in every development."
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"text": "Peak flow mitigation shall be accomplished by utilizing landscaped detention, retarding or retention basin(s). Other methods of peak runoff attenuation will be considered on a case by case basis. Until the drainage system allowing the disposal of nuisance flow is in place, the preferred method of nuisance flow mitigation is by subsurface injection utilizing dry wells."
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"text": "Nonstructural flood protection measures (flood plain management) will be used within the Little Rock Creek and Big Rock Creek Watersheds as well as at upstream portions of all watersheds including Portal Ridge, Amargosa, Anaverde, Pearland, Little Rock and Big Rock drainage areas."
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"text": "For the flood plain management areas, development within the floodway determined based on the capital flood will not be allowed. Development outside the floodway will be allowed at the current general plan land use designations. Refer to pages V-24 and V-25 for the definition of \"Floodway\"."
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"text": "After a review of drainage ordinances, hydrologic and hydraulic design manuals, and related material and flood control methodologies for adjacent and nearby drainage authorities, and input from the engineering community, this drainage management plan has been developed for the City of Palmdale as a guide for planning and design of master and local drainage facilities. The major sections in this Drainage Management Plan are: A) Hydrologic Protection Levels, B) Hydrologic Design Standards and Procedures, C) Hydraulic Standards and Procedures, D) Peak Flow Reduction Facilities, E) Percolation test procedure for retention basin design, and F) Nuisance Water Management."
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"text": "Capital Flood Protection (based on runoff resulting from a rainfall with a probability of occurrence of once in 50 years). The following shall be designed for the Capital Flood:",
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"text": "The lowest finish floor elevation of all habitable structures shall be a minimum of one-foot above the maximum water level resulting from a Capital Flood.",
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"text": "C. For undivided major and secondary highways, one twelve (12) foot lane in the center will be clear of water for a 10-year storm peak runoff. For divided highways, one ten (10) foot lane in each direction will be clear of water for the peak runoff from a 10-year storm at ultimate development conditions (see Figure V-3). Subdivisions adjacent to highways with pre-existing flooding will be considered on a case-by-case basis."
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"text": "Hydrologic calculations will be performed in accordance with the Los Angeles County Department of Public Works Hydrology Manual except the initial time of concentration will be determined from Figure V-4 and used in the subsequent calculations. Figure V-4 may be used, subject to the limitations of length and area.",
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"text": "Hydrology map on a scale of 1:500 or larger (e.g. 1:200) showing the entire drainage area tributary to a master plan drainage facility or a regional drainage facility. It will show the entire tributary area with contours/elevations, drainage area sizes, catch basins, connector pipes, mainline pipes, and the pertinent discharge data. Appropriate soil classifications and land use information will also be submitted.",
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"text": "Hydrology calculations shall show points of concentration, area (sub-areas and cumulative area), soil type, time of concentration, rainfall zone/intensity. percent impervious, subarea runoff, total runoff, conveyance facility size, length, slope, flowline used in the calculations and other characteristics."
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"text": "Additionally, detention, retarding and retention basin design calculations shall be submitted."
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"text": "Plan of the proposed road system with grades and typical street cross-sections.",
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"text": "Hydrology calculations. Hydrology calculations will be stamped and signed by a registered civil engineer.",
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"text": "Two copies of the above will be submitted in the form of a report.",
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"text": "5. Required submittals - Tentative Map Stage",
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"text": "A preliminary drainage study shall be submitted to the City at the time of Tentative Map submittal. The submittal shall be in the form of a report, including drainage maps."
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"text": "At this stage, runoff rates may be estimated using Figures V-5, V-6, and V-7. Retarding and detention basin volumes may be assumed as one acre foot for each 10 acres of single family residential land use and 1 acre-foot for each 5 acres of multi-family residential, commercial and industrial land uses. Retention basin volumes will be determined using Figure V-9."
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"text": "It must be understood that the requirements for this stage may result in facilities sized smaller than those based on detailed hydrologic studies described in Sections V.B.1 through V.B.4. Approval of a Tentative Map based on the requirements of Section V.B.5 will in no way represent approval of the final drainage design. The final drainage facilities will be designed per the requirements of V.B.1 through V.B.4."
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"text": "C. HYDRAULIC STANDARDS AND PROCEDURES",
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"text": "Hydraulic calculations will be in accordance with “Los Angeles County Flood Control District Design Manual, Hydraulic”, latest edition.",
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"text": "Closed conduits may be designed as flowing full and may be allowed to flow under pressure if the hydraulic grade line is sufficiently below the street surface to intercept catch basin flows with a minimum of 0.5 ft. freeboard in the catch basin below the gutter invert. (For catch basins outletting to detention or retention basins, this requirement may be waived by the City Engineer.) See Figure V-8.",
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"text": "In any street or highway, the depth of water at curb times the velocity shall not exceed six. When this condition cannot be met, catch basins will be required to intercept the flow.",
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"text": "All closed conduit designed to flow under pressure, including connector conduit from catch basins to main line storm drains, shall be constructed with watertight gasket-type joints per section 306 of the Standard Specifications for Public Works Construction published by the American Public Works Association.",
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"text": "Spacing - Manholes shall be located at beginning or ending of curves, pipe size changes, angle points, junctions and as required for maintenance.",
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"text": "Conduit diameter 30 inches or smaller, manholes shall be spaced at intervals of approximately 300 feet. Where the proposed pipe is less than 30 inches in diameter and the horizontal alignment has numerous bends or angle points, the manhole spacing shall be reduced to approximately 200 feet.",
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"text": "Pipe diameter larger than 30\" but smaller than 45\", manholes shall be spaced at intervals of approximately 400 feet.",
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"text": "3) Conduit diameter 45\" or larger, manholes shall be spaced at intervals of approximately 500 feet."
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"text": "The spacing requirements shown above apply regardless of design velocities. Deviations from the above criteria shall be subject to City of Palmdale approval."
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"text": "b. Location - manholes shall not be located in street intersections where possible, especially when one or more streets are heavily traveled."
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"text": "In situations where the proposed pipe is to be aligned both in easement and in street right-of-way, manholes shall be located in street right-of-way, wherever possible."
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"text": "Manholes shall be located as close to changes in grade as feasible when the following conditions exist:"
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"text": "The upstream pipe has a steeper slope than the downstream conduit and the change in grade is greater than 10 percent of the upstream slope. Sediment tends to deposit at the point where the change in grade occurs.",
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"text": "Transitioning to a smaller downstream pipe due to an abruptly steeper slope downstream. Smaller downstream pipe shall not be allowed except extreme downstream conditions require the use of a smaller downstream pipe. The use of smaller downstream pipe will be subject to written approval of the City Engineer. In cases where storm drains pass through and are discontinuous through detention basins this rule does not apply.",
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"text": "Design - When the design flow in a pipe flowing full has a velocity of 20 fps or greater, or is supercritical in a partially full pipe, the total horizontal angle of divergence or convergence between the walls of the manhole and its center line shall not exceed.[p85.6.3.2]",
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"text": "Pressure Manholes - Pressure manholes shall not be allowed. Exceptions may be made on a case-by-case basis with written approval of the City Engineer.",
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"text": "Deep Manholes - A manhole shaft safety ledge shall be provided in all instances when the manhole shaft is 20 feet or greater in depth. Installation shall be in accordance with Los Angles County Flood Control District Standard -Drawing No. 2-D430.",
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"text": "Inlets into Main Line Drains - Lateral pipe entering a main line pipe storm drain generally shall be connected radially. Lateral pipe entering a main line box structure shall conform to the following:",
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"text": "Invert of lateral pipe 24 inches or less in diameter shall be no more than five feet above the invert.",
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"text": "Invert of lateral pipe 27 inches or larger in diameter shall be no more than 18 inches above the invert, with the exception that catch basin connector pipe less than 50 feet in length may be no more than five feet above the invert.",
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"text": "Minimum Pipe Size - The minimum diameter of mainline and catch basin connector pipe shall be 18 inches.",
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"text": "In cases where the pipe may carry significant amounts of debris, the minimum diameter of main line pipe shall be 36 inches."
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"text": "5. Minimum Slope - The minimum slope for main line pipe shall be .001 (.10 percent), unless otherwise approved by the City Engineer. Pipe design shall allow for sufficient velocity to prevent silting."
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"text": "For debris carrying storm drains, the minimum pipe slope shall be 0.03 (3 percent)."
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"text": "If the surface grade is less than 3 percent, a debris basin will be required upstream of the area which does not meet this criteria."
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"text": "6. Inlet Structures - An inlet structure shall be provided for storm drains originating, in natural channels. The structure shall generally consist of a headwall, wingwalls to protect the adjacent banks from erosion, and a paved inlet apron with a minimum 4 feet deep cutoff wall. The apron slope should be limited to a maximum of 2:1."
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"text": "Wall heights should conform to the height of the water with one foot of freeboard upstream of the inlet, and be adequate to protect both the fill over the drain and the embankments. Headwall and wingwall fencing and protection barrier or trash rack shall be provided to prevent public entry. The trash rack should be used for inlets 48-inches (diameter or width) and smaller. For inlets larger than 48 inches a special designed trash rack may be required."
},
{
"id": "p87.2",
"order": 2,
"type": "text",
"bbox": {
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"t": 592.08,
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"text": "If debris is prevalent, barriers consisting of vertical 3-inch or 4-inch diameter steel pipe spaced at 1/3 the main line diameter or width to a maximum of 30 inches on centers should be embedded in concrete immediately upstream of the inlet apron."
},
{
"id": "p87.3",
"order": 3,
"type": "text",
"bbox": {
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"r": 559.44,
"b": 432.96
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"text": "7. Outlet Structures - When a storm drain outlets into a natural channel, an outlet structure shall be provided which prevents erosion and property damage. This outlet structure shall be designed with a cutoff wall having a minimum depth of three (3) feet. Velocity and direction of flow at the outlet should agree as closely as possible with the existing channel velocity. Fencing and a protection barrier shall be provided."
},
{
"id": "p87.4",
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"type": "text",
"bbox": {
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"text": "When the discharge velocity is low, or subcritical, the outlet structure shall consist of a headwall wingwalls, and an apron. The apron may consist of a concrete slab, or grouted rip-rap with a minimum 3 foot deep cutoff wall."
},
{
"id": "p87.5",
"order": 5,
"type": "text",
"bbox": {
"l": 104.16,
"t": 356.4,
"r": 557.28,
"b": 321.84
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"text": "When the discharge velocity is high, or supercritical, the designer shall design bank protection in the vicinity of the outlet and an energy dissipater structure."
},
{
"id": "p87.6",
"order": 6,
"type": "text",
"bbox": {
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"r": 551.28,
"b": 245.28
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"text": "8. Protection Barriers and Trash Racks - A protection barrier is a means of preventing access to storm drains. Protection barriers may consist of large, heavy breakaway gates, single horizontal bars across catch basin openings, or chain link fencing around an inlet of an exposed outlet."
},
{
"id": "p87.7",
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"type": "text",
"bbox": {
"l": 103.68,
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"b": 198.72
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"text": "Protection barriers shall be provided wherever necessary to prevent unauthorized access to storm drains."
},
{
"id": "p87.8",
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"type": "text",
"bbox": {
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"text": "9. Debris Barriers - A debris barrier or deflector is a means of preventing large debris, such as tree limbs, logs, boulders and refuse, from entering a storm drain and plugging the conduit. The debris barrier should have openings wide enough to allow as much debris as possible to pass through"
},
{
"id": "p87.9",
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"type": "text",
"bbox": {
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"text": "V - 8",
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Page 88
14 item(s)
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1 · TEXT
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9 · TEXT
10 · LIST
11
12
13 · TEXT
14 · FOOTER
Page 88 JSON
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"text": "and yet narrow enough to protect the smallest conduit in the system downstream of the barrier. It shall be the designer's responsibility to provide a debris barrier or deflector appropriate for the situation."
},
{
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"order": 2,
"type": "heading",
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"text": "10. Other Closed Conduit Criteria",
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"text": "Angle of Confluence - In general, the angle of confluence between main line and lateral shall not exceed 30 degrees under any of the following conditions:",
"marker": "a."
},
{
"id": "p88.3.2",
"order": 5,
"type": "list_item",
"bbox": {
"l": 133.44,
"t": 545.52,
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"b": 511.2
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"text": "Where the flow (Q) in the proposed lateral exceeds 10 percent of the main line flow.",
"marker": "1)"
},
{
"id": "p88.3.3",
"order": 6,
"type": "list_item",
"bbox": {
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"t": 498.96,
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"text": "Where the velocity of flow in the proposed lateral is 20 fps or greater.",
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"type": "list_item",
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"text": "Where the size of the proposed lateral is 60 inches or greater.",
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"text": "Where hydraulic calculations indicate excessive head losses may occur in the main line due to the confluence.",
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"text": "Connector pipe may be joined to main line pipe at angles greater than 30 degrees up to a maximum of 90 degrees provided none of the above conditions exist. Connections shall not be made to main line pipe which may create conditions of adverse flow in the connector pipes."
},
{
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"text": "The velocity in pipe shall not exceed 40 fps. For velocities from 20-30 fps, the minimum cover over steel in the pipe shall be 1/2 inch greater than the normal cover (1-1/2\" minimum). For velocities from 30-40 fps, the minimum cover over the steel in the pipe shall be 1 inch, greater than the normal cover (2\" minimum).",
"marker": "b."
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"bbox": {
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"text": "Open Channels - Open Channels will be designed in accordance with \"Los Angeles County Flood Control District Design Manual, Hydraulic\", dated (Latest Edition.)",
"marker": "11."
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"text": "V-9",
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"block_label": "number"
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Page 89
14 item(s)
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1 · FIGURE
2 · HEADING
3 · LIST
4
5
6
7
8 · HEADING
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
14 · TEXT
Page 89 JSON
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"text": "12. Required Submittals",
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"text": "Plan and profile of the drainage system including all catch basin and connectors with hydraulic data.",
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},
{
"id": "p89.3.2",
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"type": "list_item",
"bbox": {
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"text": "Plot of hydraulic grade line on the profile for all flows investigated.",
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},
{
"id": "p89.3.3",
"order": 6,
"type": "list_item",
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"text": "Catch basin calculations (sizing and water surface elevation).",
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"text": "Hydraulic calculations for mainline and connector pipes.",
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"text": "D. PEAK FLOW REDUCTION FACILITIES",
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"text": "Peak flow reduction facilities will consist of ultimate facilities identified in the Comprehensive Plan and Master Plan and interim facilities which will accommodate development before the Comprehensive Plan and Master Plan facilities are in place. Peak flow reduction facilities may include retention basins, flow-by or flow through detention basins, and flow through retarding basins. Retarding basins will be designed for detention and retention in combination."
},
{
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"type": "text",
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"text": "Where the upstream watershed is undeveloped, the basins will be sized to handle undeveloped condition flows from the upstream tributary area and developed condition flows from the development itself."
},
{
"id": "p89.7",
"order": 11,
"type": "text",
"bbox": {
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"text": "Where the upstream watershed is developed, the method of handling the flows from the upstream tributary area will be determined based on the existing conditions with consideration of the future master plan and Comprehensive Plan facilities."
},
{
"id": "p89.8",
"order": 12,
"type": "text",
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"text": "1. Retention Basins - Retention basins may be used if the results of percolation tests, performed and signed by a Soils Engineer or an engineering geologist show that the basin can percolate dry (no water in the basin) within seven (7) days."
},
{
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"text": "In determining the required retention basin volume, Figure V-9 shall be used with an additional 1.35 multiplier in the K-Zone, 1.25 multiplier in the J-Zone and 1.1 multiplier in the I-Zone. Hydrologic soil classifications to be used with Figure V-9"
},
{
"id": "p89.10",
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"type": "text",
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"r": 330.48,
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"text": "V - 10",
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Page 90
11 item(s)
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1 · HEADER
2 · TEXT
3 · TEXT
4 · TEXT
5 · HEADING
6 · LIST
7
8
9 · TEXT
10 · TEXT
11 · TEXT
Page 90 JSON
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"text": "and the boundary of K-Zone, J-Zone and I-Zone are shown on Figure V-10."
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{
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"text": "Proper nonerosive emergency spillways directing flow away from private properties shall be provided."
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"text": "Nuisance water flow shall not be allowed into the retention basins."
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"text": "2. Detention and Retarding Basins'",
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"text": "Detention basins will be allowed only if they are appurtenant to an approved storm drainage facility or approved blue line creek. They will be designed such that no more than 85% of the predeveloped peak flow rates for the 2, 10, and 25 year storm will discharge downstream.",
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"text": "Retarding basins will route the entire storm runoff for 2, 10 and 25-year storms through the basin and provide outlets which will maintain the downstream flow at no more than 85 percent of respective peak predevelopment flows.",
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"type": "text",
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"text": "The minimum required flood storage volume for retarding basins is that volume described by the area between the 25-year storm runoff hydrographs for the post-development condition and predevelopment conditions on the rising limb up to 85 percent of the peak predevelopment flow plus the difference between the post-development hydrograph and 85 percent of the predevelopment condition peak flow as shown on Figure V-11. Hydrographs will be developed using the Los Angeles Department of Public Works Hydrology Manual."
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"type": "text",
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"text": "Using this design procedure, the flow through retarding basin may be divided into two regions; the detention region and the retention region. The detention region shall be designed with adequate volume to assure that postdevelopment flows, for the 2, 10, and 25-year storm conditions, do not exceed 85% of respective predevelopment peak flows. The retention region volume, as a minimum, shall be the difference between the required flood storage volume and the detention volume, subject to other Conditions necessitated by basin design requirements. The retention volume shall be located such that it will not discharge downstream. The retention volume will not be considered as a credit in the detention region volume calculation."
},
{
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"order": 11,
"type": "text",
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"text": "V-11",
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Page 91
12 item(s)
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figure (1)
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1 · FIGURE
2 · TEXT
3 · HEADING
4 · LIST
5
6
7
8
9
10
11 · TEXT
12 · FOOTER
Page 91 JSON
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"text": "The peak flow rate for the 2-year and the 10-year storms may be estimated using Figure V-12."
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"order": 3,
"type": "heading",
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"text": "3. Required Retention, Detention, and Retarding Basin Characteristics and Features",
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"text": "A spillway or an overflow structure will be provided to discharge 125 percent of 25-year storm runoff without flooding upstream development. Detention basin outflow shall not be allowed to run uncontrolled over a pedestrian facility or sidewalk. This does not apply to emergency overflow provisions.",
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"text": "Entrance facilities shall be designed for the 25-year storm developed conditions except for sump conditions in which case the design will be for the 50-year storm developed condition.",
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"text": "Nuisance Water shall not be introduced into a retention or a detention basin. A gutter or bypass flow device shall be installed to ensure that any nuisance water which bypasses drywells will also bypass detention, retention, and retarding basins. Development must mitigate all nuisance water developed on site.",
"marker": "c."
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"text": "All detention basins shall incorporate a gravity drain of sufficient size or capacity to drain the detention basin dry (no water in the basin) within 24 hours, once runoff to the basin ceases.",
"marker": "d."
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"text": "Retarding basins, because of their retention feature, will be subject to the same percolation criteria as retention basins. That is, they shall percolate dry within seven (7) days. If this is not possible, the City Engineer on a case-by-case basis may allow a pumping system to meet this criteria.",
"marker": "e."
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"text": "All weirs, orifices, spillways, underdrains, and other control or design features which are subject to malfunction due to collection of trash or debris shall be protected, and the design of such features shall be clearly and adequately shown on the drawings of the detention basins",
"marker": "f."
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"text": "V-12",
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Page 92
12 item(s)
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1 · FIGURE
2 · LIST
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11 · FOOTER
12 · FOOTER
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"bbox": {
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"text": "Detention, retarding, and retention basins will be constructed as close to the Master Plan facilities as possible so that they can be eliminated in the future upon completion of the ultimate facilities.",
"marker": "g."
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{
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"text": "Freeboard will not be required in detention, retention, or retarding basins. However, an emergency spillway which can convey 125% of peak postdevelopment 25-year flow in a safe manner and preclude upstream flooding will be required.",
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"text": "Basin side slopes shall be 2:1 or flatter, subject to slope stability analysis. Side slopes of 4:1 or flatter will be required if slope is planned to be mowed.",
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"text": "Retention, retarding, and detention basin designs will incorporate a 15 ft. wide all weather drive access road to the basin floor to facilitate maintenance. The maximum slope of the access road shall be limited to 15 percent. Proper turning radius or a hammerhead shall be provided. The paved section shall be 12 feet wide and shall have a structural section of 3\" AC over 4\" aggregate base compacted to 95% or 5\" PCC over proper base prepared as recommended by the soils engineer.",
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"text": "For flow-by detention basins, a reinforced concrete low flow channel shall be provided from basin inlet(s) to basin outlet.",
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"text": "For retention basins and retarding basins, an approved energy dissipater shall be provided at the basin's inlet to preclude erosion. In addition, those basins which incorporate retention storage, shall have a bypass flow device to carry nuisance water around and out of the basins should upstream drywells fail."
},
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"text": "1. All basins shall be fenced with a 6-foot high fence or wall approved by the City. Access to the basins shall be gated (15 ft. minimum) and locked."
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"text": "V-13",
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Page 93
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4 · FOOTER
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Page 93 JSON
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"text": "All storm mitigation basins shall be operational and in a clean dry condition prior to issuance of the first Certificate of Occupancy.",
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Page 94
10 item(s)
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1 · FIGURE
2 · HEADING
3 · HEADING
4 · HEADING
5 · TEXT
6 · HEADING
7 · TEXT
8 · HEADING
9 · TEXT
10 · TEXT
Page 94 JSON
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"text": "E. PERCOLATION TEST PROCEDURE FOR RETENTION BASIN DESIGN",
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"text": "1. TEST PROCEDURE",
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"text": "a. PREPARING THE TEST HOLE",
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"text": "A hole 6\" to 8\" in diameter is excavated into the interval chosen to receive retention basin water. The depth of the hole will vary (depending on site conditions and preliminary basin design) but should be at least 10 feet below the elevation of the bottom of the proposed basin. Materials encountered in the hole should be logged continuously by a soils engineer or engineering geologist. Surficial deposits should be classified according to the Unified Soil Classification System (USCS). Bedrock should be described in accordance with standard geologic practice. The sidewalls should be vertical, the bottom should be as free of loose material as possible and covered with two inches of 1/2\" to 3/4\" gravel to prevent scouring upon addition of water. If the hole is likely to cave, it should be cased. The annular space between perforated casing and sidewall should be filled with gravel."
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"text": "b. PRESOAKING",
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"text": "The percolation boring should be presoaked 24 hours in advance of the test. The hole should be filled with clear water to the bottom elevation of the proposed basin. The water level should not be closer than 4 feet to the ground surface."
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"text": "c. MEASUREMENTS",
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"text": "At the start of the percolation rate test, the water level should be at the bottom elevation of the proposed basin. From a fixed reference point, the water level drops are measured to the nearest 0.5 inch with respect to the time of drop. After each measurement the water level is raised to the starting elevation."
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"text": "V - 15",
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Page 95
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1 · TEXT
2 · TEXT
3 · HEADING
4 · TEXT
5 · HEADING
6 · LIST
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9
10
11 · HEADING
12 · LIST
13
14
15
16 · TEXT
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"text": "The- measuring and refilling operation is repeated until the water level drops are approximately stable. This occurs when three successive measurements do not vary by more than 5 percent. Final measurements at or after the point of stabilization are used to calculate percolation times."
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"text": "Total depth of hole should be measured before and after the test measurements."
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"text": "The percolation report shall be signed and sealed by a Civil Engineer or Certified Engineering Geologist licensed to practice in California and include the following:"
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"type": "heading",
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"text": "a. TEST RESULTS",
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"text": "Describe test method used.",
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"text": "Provide test hole location map.",
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"text": "Provide logs of all test holes.",
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"text": "Provide copies of all field data and calculations. All data should be in tabular form.",
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"text": "b. DISCUSSION OF RESULTS",
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"text": "Discuss soil conditions encountered with regard to percolation rates obtained.",
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"text": "Discuss any variation in test results.",
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"text": "Discuss potential geotechnical hydrogeologic effects of percolation of retention basin water (mounding, hydrocollapse of near-surface soils, etc.).",
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Page 96
21 item(s)
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figure (3)
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1 · FIGURE
2 · TITLE
3 · HEADING
4 · TEXT
5 · HEADING
6 · LIST
7
8
9
10 · FIGURE
11 · FORMULA
12 · FIGURE
13 · TEXT
14 · FORMULA
15 · TEXT
16 · FORMULA
17 · TEXT
18 · TEXT
19 · FORMULA
20 · TEXT
21 · TEXT
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"text": "SAMPLE CALCULATION",
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"text": "RETENTION BASIN PERCOLATION TIME",
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"text": "To determine the time necessary to drain a simple rectangular basin, the following equations may be used. (For the sake of simplicity in this example, the access ramp is not considered. All calculations submitted for review shall include suitable allowance for the access ramp in the volume calculations.)"
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"text": "Necessary information:",
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"type": "list",
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"l": 130.08,
"t": 504,
"r": 330.72,
"b": 456.72
},
"text": "",
"attrs": {
"item_count": 3
},
"children": [
{
"id": "p96.6.1",
"order": 7,
"type": "list_item",
"bbox": {
"l": 130.08,
"t": 504,
"r": 330.72,
"b": 487.92
},
"text": "Length, width and depth of basin.",
"marker": "1.",
"attrs": {
"bbox_estimated": true
}
},
{
"id": "p96.6.2",
"order": 8,
"type": "list_item",
"bbox": {
"l": 130.08,
"t": 487.68,
"r": 242.88,
"b": 472.56
},
"text": "Side slope angle.",
"marker": "2.",
"attrs": {
"bbox_estimated": true
}
},
{
"id": "p96.6.3",
"order": 9,
"type": "list_item",
"bbox": {
"l": 130.32,
"t": 472.08,
"r": 276,
"b": 456.72
},
"text": "Absorption rate of soil.",
"marker": "3.",
"attrs": {
"bbox_estimated": true
}
}
]
},
{
"id": "p96.7",
"order": 10,
"type": "figure",
"bbox": {
"l": 61.2,
"t": 437.04,
"r": 302.88,
"b": 324
},
"text": "",
"attrs": {
"block_label": "image"
}
},
{
"id": "p96.8",
"order": 11,
"type": "formula",
"bbox": {
"l": 103.44,
"t": 316.08,
"r": 200.16,
"b": 300.72
},
"text": "\\mathrm{A}_{1}=\\mathrm{L}_{1}\\mathrm{\\boldmath~\\times~}\\mathrm{W}_{1}",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{A}_{1}=\\mathrm{L}_{1}\\mathrm{\\boldmath~\\times~}\\mathrm{W}_{1}",
"notation": "latex",
"alt": "A sub 1 equals L sub 1 boldmath times W sub 1",
"mathml": "<math aria-label=\"A sub 1 equals L sub 1 boldmath times W sub 1\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>=</mo><msub><mi>L</mi><mrow><mn>1</mn></mrow></msub><mrow><mi mathvariant=\"normal\">\\boldmath</mi><mtext> </mtext><mo>×</mo><mtext> </mtext></mrow><msub><mi>W</mi><mrow><mn>1</mn></mrow></msub></mrow></math>"
}
},
{
"id": "p96.9",
"order": 12,
"type": "figure",
"bbox": {
"l": 343.92,
"t": 518.64,
"r": 563.04,
"b": 347.76
},
"text": "",
"attrs": {
"block_label": "image"
}
},
{
"id": "p96.10",
"order": 13,
"type": "text",
"bbox": {
"l": 544.08,
"t": 313.92,
"r": 560.64,
"b": 298.56
},
"text": "(1)",
"attrs": {
"raw_type": "FORMULA_NUMBER",
"block_label": "formula_number"
}
},
{
"id": "p96.11",
"order": 14,
"type": "formula",
"bbox": {
"l": 102.96,
"t": 275.04,
"r": 204.24,
"b": 259.68
},
"text": "\\begin{array}{rlr}{\\mathrm{A_{2}}}&{{}=\\mathrm{L_{2}}}&{\\times\\mathrm{W_{2}}}\\end{array}",
"attrs": {
"block_label": "display_formula",
"latex": "\\begin{array}{r l r}{\\mathrm{A_{2}}}&{{}=\\mathrm{L_{2}}}&{\\times\\mathrm{W_{2}}}\\end{array}",
"notation": "latex",
"alt": "begin array rlr A sub 2 & equals L sub 2 & times W sub 2 end array",
"mathml": "<math aria-label=\"begin array rlr A sub 2 & equals L sub 2 & times W sub 2 end array\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mtable><mtr><mtd columnalign=\"right\"><mrow><mrow><msub><mi mathvariant=\"normal\">A</mi><mrow><mn>2</mn></mrow></msub></mrow></mrow></mtd><mtd columnalign=\"left\"><mrow><mrow /><mo>=</mo><mrow><msub><mi mathvariant=\"normal\">L</mi><mrow><mn>2</mn></mrow></msub></mrow></mrow></mtd><mtd columnalign=\"right\"><mrow><mo>×</mo><mrow><msub><mi mathvariant=\"normal\">W</mi><mrow><mn>2</mn></mrow></msub></mrow></mrow></mtd></mtr></mtable></mrow></math>"
}
},
{
"id": "p96.12",
"order": 15,
"type": "text",
"bbox": {
"l": 539.28,
"t": 272.16,
"r": 555.36,
"b": 257.76
},
"text": "(2)",
"attrs": {
"raw_type": "FORMULA_NUMBER",
"block_label": "formula_number"
}
},
{
"id": "p96.13",
"order": 16,
"type": "formula",
"bbox": {
"l": 103.44,
"t": 227.76,
"r": 376.8,
"b": 195.6
},
"text": "\\mathrm{Basin~Volume~V}=\\frac{\\mathrm{h}(\\mathrm{A}_{1}+\\mathrm{A}_{2}+\\sqrt{\\mathrm{A}_{1}\\times\\mathrm{A}_{2}})}{3}",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{Basin~Volume~V}=\\frac{\\mathrm{h}(\\mathrm{A}_{1}+\\mathrm{A}_{2}+\\sqrt{\\mathrm{A}_{1}\\times\\mathrm{A}_{2}})}{3}",
"notation": "latex",
"alt": "Basin Volume V equals frac h of A sub 1 plus A sub 2 plus sqrt A sub 1 times A sub 2 3",
"mathml": "<math aria-label=\"Basin Volume V equals frac h of A sub 1 plus A sub 2 plus sqrt A sub 1 times A sub 2 3\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mrow><mi mathvariant=\"normal\">B</mi><mi mathvariant=\"normal\">a</mi><mi mathvariant=\"normal\">s</mi><mi mathvariant=\"normal\">i</mi><mi mathvariant=\"normal\">n</mi><mtext> </mtext><mi mathvariant=\"normal\">V</mi><mi mathvariant=\"normal\">o</mi><mi mathvariant=\"normal\">l</mi><mi mathvariant=\"normal\">u</mi><mi mathvariant=\"normal\">m</mi><mi mathvariant=\"normal\">e</mi><mtext> </mtext><mi mathvariant=\"normal\">V</mi></mrow><mo>=</mo><mfrac><mrow><mi>h</mi><mo stretchy=\"false\">(</mo><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>+</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub><mo>+</mo><msqrt><mrow><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>×</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub></mrow></msqrt><mo stretchy=\"false\">)</mo></mrow><mrow><mn>3</mn></mrow></mfrac></mrow></math>"
}
},
{
"id": "p96.14",
"order": 17,
"type": "text",
"bbox": {
"l": 536.16,
"t": 224.64,
"r": 552.24,
"b": 210.24
},
"text": "(3)",
"attrs": {
"raw_type": "FORMULA_NUMBER",
"block_label": "formula_number"
}
},
{
"id": "p96.15",
"order": 18,
"type": "text",
"bbox": {
"l": 103.44,
"t": 178.08,
"r": 544.32,
"b": 145.44
},
"text": "The average wetted area is the surface area of the basin still underwater when half of the total volume is empty. Basin depth at half volume is given by:"
},
{
"id": "p96.16",
"order": 19,
"type": "formula",
"bbox": {
"l": 138.24,
"t": 132.24,
"r": 388.8,
"b": 96.96
},
"text": "\\mathrm{h}^{\\prime}=\\frac{\\mathrm{h}}{4}\\left[4-\\frac{(\\mathrm{A}_{1}+2\\sqrt{\\mathrm{A}_{1}\\times\\mathrm{A}_{2}}+3\\mathrm{A}_{2})}{(\\mathrm{A}_{1}+\\sqrt{\\mathrm{A}_{1}\\times\\mathrm{A}_{2}}+\\mathrm{A}_{2})}\\right]",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{h}^{\\prime}=\\frac{\\mathrm{h}}{4}\\left[4-\\frac{(\\mathrm{A}_{1}+2\\sqrt{\\mathrm{A}_{1}\\times\\mathrm{A}_{2}}+3\\mathrm{A}_{2})}{(\\mathrm{A}_{1}+\\sqrt{\\mathrm{A}_{1}\\times\\mathrm{A}_{2}}+\\mathrm{A}_{2})}\\right]",
"notation": "latex",
"alt": "h to the power of prime equals frac h 4 4 minus frac of A sub 1 plus 2 sqrt A sub 1 times A sub 2 plus 3 A sub 2 times A sub 1 plus sqrt A sub 1 times A sub 2 plus A sub 2",
"mathml": "<math aria-label=\"h to the power of prime equals frac h 4 4 minus frac of A sub 1 plus 2 sqrt A sub 1 times A sub 2 plus 3 A sub 2 times A sub 1 plus sqrt A sub 1 times A sub 2 plus A sub 2\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><msup><mi>h</mi><mrow><mi>′</mi></mrow></msup><mo>=</mo><mfrac><mrow><mi>h</mi></mrow><mrow><mn>4</mn></mrow></mfrac><mrow><mo stretchy=\"true\" fence=\"true\" form=\"prefix\">[</mo><mn>4</mn><mo>−</mo><mfrac><mrow><mo stretchy=\"false\">(</mo><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>+</mo><mn>2</mn><msqrt><mrow><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>×</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub></mrow></msqrt><mo>+</mo><mn>3</mn><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub><mo stretchy=\"false\">)</mo></mrow><mrow><mo stretchy=\"false\">(</mo><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>+</mo><msqrt><mrow><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>×</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub></mrow></msqrt><mo>+</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub><mo stretchy=\"false\">)</mo></mrow></mfrac><mo stretchy=\"true\" fence=\"true\" form=\"postfix\">]</mo></mrow></mrow></math>"
}
},
{
"id": "p96.17",
"order": 20,
"type": "text",
"bbox": {
"l": 541.2,
"t": 128.64,
"r": 557.76,
"b": 114
},
"text": "(4)",
"attrs": {
"raw_type": "FORMULA_NUMBER",
"block_label": "formula_number"
}
},
{
"id": "p96.18",
"order": 21,
"type": "text",
"bbox": {
"l": 311.28,
"t": 64.56,
"r": 349.2,
"b": 50.64
},
"text": "V-17",
"attrs": {
"block_label": "number"
}
}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 97
19 item(s)
JSON
footer (1)
formula (7)
header (1)
heading (1)
text (9)
1 · HEADER
2 · TEXT
3 · FORMULA
4 · TEXT
5 · TEXT
6 · FORMULA
7 · TEXT
8 · TEXT
9
10 · TEXT
11 · FORMULA
12 · TEXT
13 · HEADING
14 · TEXT
15 · FORMULA
16 · FORMULA
17 · FORMULA
18 · FORMULA
19 · FOOTER
Page 97 JSON
{
"document_id": 11428,
"page": 97,
"width_pt": 612,
"height_pt": 792,
"rotation": 0,
"pipeline_version": "paddleocr-vl-1.6+paul-48",
"engine": "paddleocr_vl",
"source_run_id": 11539,
"item_count": 19,
"counts_by_type": {
"footer": 1,
"formula": 7,
"header": 1,
"heading": 1,
"text": 9
},
"build_ms": 1,
"items": [
{
"id": "p97.1",
"order": 1,
"type": "header",
"bbox": {
"l": 242.16,
"t": 792,
"r": 343.92,
"b": 786.24
},
"text": "",
"attrs": {
"block_label": "header"
},
"level": 2
},
{
"id": "p97.2",
"order": 2,
"type": "text",
"bbox": {
"l": 122.64,
"t": 655.68,
"r": 277.2,
"b": 638.16
},
"text": "The wetted area is given by:"
},
{
"id": "p97.3",
"order": 3,
"type": "formula",
"bbox": {
"l": 158.4,
"t": 624.48,
"r": 343.92,
"b": 591.6
},
"text": "\\mathrm{A}_{\\mathrm{w}}=\\frac{2\\mathrm{h}^{\\prime}\\left(\\mathrm{L}_{2}+\\mathrm{W}_{2}+2\\mathrm{h}^{\\prime}\\right)}{\\sin\\beta}+\\mathrm{A}_{2}",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{A}_{\\mathrm{w}}=\\frac{2\\mathrm{h}^{\\prime}\\left(\\mathrm{L}_{2}+\\mathrm{W}_{2}+2\\mathrm{h}^{\\prime}\\right)}{\\sin\\beta}+\\mathrm{A}_{2}",
"notation": "latex",
"alt": "A sub w equals frac 2 h to the power of prime of L sub 2 plus W sub 2 plus 2 h to the power of prime sin beta plus A sub 2",
"mathml": "<math aria-label=\"A sub w equals frac 2 h to the power of prime of L sub 2 plus W sub 2 plus 2 h to the power of prime sin beta plus A sub 2\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><msub><mi>A</mi><mrow><mi>w</mi></mrow></msub><mo>=</mo><mfrac><mrow><mn>2</mn><msup><mi>h</mi><mrow><mi>′</mi></mrow></msup><mrow><mo stretchy=\"true\" fence=\"true\" form=\"prefix\">(</mo><msub><mi>L</mi><mrow><mn>2</mn></mrow></msub><mo>+</mo><msub><mi>W</mi><mrow><mn>2</mn></mrow></msub><mo>+</mo><mn>2</mn><msup><mi>h</mi><mrow><mi>′</mi></mrow></msup><mo stretchy=\"true\" fence=\"true\" form=\"postfix\">)</mo></mrow></mrow><mrow><mi>sin</mi><mi>β</mi></mrow></mfrac><mo>+</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub></mrow></math>"
}
},
{
"id": "p97.4",
"order": 4,
"type": "text",
"bbox": {
"l": 462.48,
"t": 621.84,
"r": 479.52,
"b": 606.48
},
"text": "(5)",
"attrs": {
"raw_type": "FORMULA_NUMBER",
"block_label": "formula_number"
}
},
{
"id": "p97.5",
"order": 5,
"type": "text",
"bbox": {
"l": 81.36,
"t": 575.76,
"r": 372,
"b": 558
},
"text": "The time required for the basin to empty is given by:"
},
{
"id": "p97.6",
"order": 6,
"type": "formula",
"bbox": {
"l": 159.36,
"t": 544.56,
"r": 237.36,
"b": 510.24
},
"text": "\\mathrm{T}=\\frac{\\mathrm{V}}{\\mathrm{R}\\times\\mathrm{A}_{\\mathrm{w}}}",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{T}=\\frac{\\mathrm{V}}{\\mathrm{R}\\times\\mathrm{A}_{\\mathrm{w}}}",
"notation": "latex",
"alt": "T equals frac V R times A sub w",
"mathml": "<math aria-label=\"T equals frac V R times A sub w\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mi>T</mi><mo>=</mo><mfrac><mrow><mi>V</mi></mrow><mrow><mi>R</mi><mo>×</mo><msub><mi>A</mi><mrow><mi>w</mi></mrow></msub></mrow></mfrac></mrow></math>"
}
},
{
"id": "p97.7",
"order": 7,
"type": "text",
"bbox": {
"l": 460.08,
"t": 542.4,
"r": 476.64,
"b": 526.56
},
"text": "(6)",
"attrs": {
"raw_type": "FORMULA_NUMBER",
"block_label": "formula_number"
}
},
{
"id": "p97.8",
"order": 8,
"type": "text",
"bbox": {
"l": 81.36,
"t": 484.08,
"r": 307.68,
"b": 466.32
},
"text": "where R = percolation rate in gal/ft [p97.8.1]/day.",
"children": [
{
"id": "p97.8.1",
"order": 9,
"type": "text",
"bbox": {
"l": 81.36,
"t": 484.08,
"r": 307.68,
"b": 466.32
},
"text": "²",
"attrs": {
"inline": true,
"text_offset": 37,
"text_span": 9,
"bbox_estimated": true
}
}
]
},
{
"id": "p97.9",
"order": 10,
"type": "text",
"bbox": {
"l": 81.6,
"t": 460.32,
"r": 257.04,
"b": 441.84
},
"text": "The factor of safety is given by:"
},
{
"id": "p97.10",
"order": 11,
"type": "formula",
"bbox": {
"l": 159.36,
"t": 420.96,
"r": 212.4,
"b": 390
},
"text": "FS = 7/T",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{FS}=\\frac{7}{\\mathrm{T}}",
"alt": "FS equals frac 7 T",
"mathml": "<math aria-label=\"FS equals frac 7 T\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mrow><mi mathvariant=\"normal\">F</mi><mi mathvariant=\"normal\">S</mi></mrow><mo>=</mo><mfrac><mrow><mn>7</mn></mrow><mrow><mi>T</mi></mrow></mfrac></mrow></math>"
}
},
{
"id": "p97.11",
"order": 12,
"type": "text",
"bbox": {
"l": 459.12,
"t": 418.56,
"r": 476.16,
"b": 402
},
"text": "(7)",
"attrs": {
"raw_type": "FORMULA_NUMBER",
"block_label": "formula_number"
}
},
{
"id": "p97.12",
"order": 13,
"type": "heading",
"bbox": {
"l": 80.64,
"t": 352.56,
"r": 307.44,
"b": 333.12
},
"text": "Example Retention Basin Problem",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p97.13",
"order": 14,
"type": "text",
"bbox": {
"l": 116.16,
"t": 317.04,
"r": 562.56,
"b": 281.28
},
"text": "50' x 80' basin (bottom dimensions), 10' deep with 2:1 side slopes( = 26.6°), and an absorption rate of 20 gal/ft²/day."
},
{
"id": "p97.14",
"order": 15,
"type": "formula",
"bbox": {
"l": 116.64,
"t": 265.2,
"r": 265.92,
"b": 247.68
},
"text": "A2 = (50)(80) = 4,000 ft²",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{A2}=(50)(80)=4,000\\ \\mathrm{ft}^{2}",
"alt": "A2 equals 50 times 80 equals 4, 000 ft squared",
"mathml": "<math aria-label=\"A2 equals 50 times 80 equals 4, 000 ft squared\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mrow><mi mathvariant=\"normal\">A</mi><mn>2</mn></mrow><mo>=</mo><mo stretchy=\"false\">(</mo><mn>50</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"false\">(</mo><mn>80</mn><mo stretchy=\"false\">)</mo><mo>=</mo><mn>4</mn><mo>,</mo><mn>000</mn><mtext> </mtext><msup><mrow><mi mathvariant=\"normal\">f</mi><mi mathvariant=\"normal\">t</mi></mrow><mrow><mn>2</mn></mrow></msup></mrow></math>"
}
},
{
"id": "p97.15",
"order": 16,
"type": "formula",
"bbox": {
"l": 115.92,
"t": 239.04,
"r": 378.72,
"b": 201.84
},
"text": "\\mathrm{\\begin{array}{rl}{\\mathrm{L}_{1}=\\mathrm{L}_{2}}&{+\\underbrace{2\\mathrm{h}}_{\\mathrm{\\displaystyle~\\tan~\\beta~}}=80+\\underbrace{2(10)}_{\\mathrm{\\mathrm{~\\tan~26.6^\\circ~}}}=120}\\end{array}}",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{\\begin{array}{r l}{\\mathrm{L}_{1}=\\mathrm{L}_{2}}&{+\\underbrace{2\\mathrm{h}}_{\\mathrm{\\displaystyle~\\tan~\\beta~}}=80+\\underbrace{2(10)}_{\\mathrm{\\mathrm{~\\tan~26.6^\\circ~}}}=120}\\end{array}}",
"notation": "latex",
"alt": "begin array rl L sub 1 equals L sub 2 & plus underbrace 2 h sub displaystyle tan beta equals 80 plus underbrace 2 times 10 sub tan 26.6 to the power of circ equals 120 end array",
"mathml": "<math aria-label=\"begin array rl L sub 1 equals L sub 2 & plus underbrace 2 h sub displaystyle tan beta equals 80 plus underbrace 2 times 10 sub tan 26.6 to the power of circ equals 120 end array\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mrow><mtable><mtr><mtd columnalign=\"right\"><mrow><msub><mi>L</mi><mrow><mn>1</mn></mrow></msub><mo>=</mo><msub><mi>L</mi><mrow><mn>2</mn></mrow></msub></mrow></mtd><mtd columnalign=\"left\"><mrow><mo>+</mo><munder><munder><mrow><mn>2</mn><mi>h</mi></mrow><mo>⏟</mo></munder><mrow><mrow><mstyle displaystyle=\"true\" scriptlevel=\"0\"><mtext> </mtext><mi mathvariant=\"normal\">tan</mi><mtext> </mtext><mi mathvariant=\"normal\">β</mi><mtext> </mtext></mstyle></mrow></mrow></munder><mo>=</mo><mn>80</mn><mo>+</mo><munder><munder><mrow><mn>2</mn><mo stretchy=\"false\">(</mo><mn>10</mn><mo stretchy=\"false\">)</mo></mrow><mo>⏟</mo></munder><mrow><mrow><mrow><mtext> </mtext><mi mathvariant=\"normal\">tan</mi><mtext> </mtext><msup><mn>26.6</mn><mo>∘</mo></msup><mtext> </mtext></mrow></mrow></mrow></munder><mo>=</mo><mn>120</mn></mrow></mtd></mtr></mtable></mrow></mrow></math>"
}
},
{
"id": "p97.16",
"order": 17,
"type": "formula",
"bbox": {
"l": 113.28,
"t": 185.52,
"r": 345.6,
"b": 150.48
},
"text": "\\mathrm{W}_{1}=\\mathrm{W}_{2}+\\frac{2\\mathrm{h}}{\\tan\\beta}\\ \\frac{50+\\underline{2(10)}}{\\tan26.6^{\\circ}}=90^{\\prime}",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{W}_{1}=\\mathrm{W}_{2}+\\frac{2\\mathrm{h}}{\\tan\\beta}\\ \\frac{50+\\underline{2(10)}}{\\tan26.6^{\\circ}}=90^{\\prime}",
"notation": "latex",
"alt": "W sub 1 equals W sub 2 plus frac 2 h tan beta frac 50 plus underline 2 times 10 tan 26.6 to the power of circ equals 90 to the power of prime",
"mathml": "<math aria-label=\"W sub 1 equals W sub 2 plus frac 2 h tan beta frac 50 plus underline 2 times 10 tan 26.6 to the power of circ equals 90 to the power of prime\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><msub><mi>W</mi><mrow><mn>1</mn></mrow></msub><mo>=</mo><msub><mi>W</mi><mrow><mn>2</mn></mrow></msub><mo>+</mo><mfrac><mrow><mn>2</mn><mi>h</mi></mrow><mrow><mi>tan</mi><mi>β</mi></mrow></mfrac><mtext> </mtext><mfrac><mrow><mn>50</mn><mo>+</mo><munder><mrow><mn>2</mn><mo stretchy=\"false\">(</mo><mn>10</mn><mo stretchy=\"false\">)</mo></mrow><mo accent=\"true\">―</mo></munder></mrow><mrow><mi>tan</mi><msup><mn>26.6</mn><mrow><mo>∘</mo></mrow></msup></mrow></mfrac><mo>=</mo><msup><mn>90</mn><mrow><mi>′</mi></mrow></msup></mrow></math>"
}
},
{
"id": "p97.17",
"order": 18,
"type": "formula",
"bbox": {
"l": 116.64,
"t": 133.68,
"r": 295.92,
"b": 114.24
},
"text": "A_{1}\\quad=(90)(120)=10,800\\mathrm{ft}^{2}",
"attrs": {
"block_label": "display_formula",
"latex": "A_{1}\\quad=(90)(120)=10,800\\mathrm{f t}^{2}",
"notation": "latex",
"alt": "A sub 1 equals 90 times 120 equals 10, 800 ft squared",
"mathml": "<math aria-label=\"A sub 1 equals 90 times 120 equals 10, 800 ft squared\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mspace width=\"1em\" /><mo>=</mo><mo stretchy=\"false\">(</mo><mn>90</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"false\">(</mo><mn>120</mn><mo stretchy=\"false\">)</mo><mo>=</mo><mn>10</mn><mo>,</mo><mn>800</mn><msup><mrow><mi mathvariant=\"normal\">f</mi><mi mathvariant=\"normal\">t</mi></mrow><mrow><mn>2</mn></mrow></msup></mrow></math>"
}
},
{
"id": "p97.18",
"order": 19,
"type": "footer",
"bbox": {
"l": 306.96,
"t": 60,
"r": 345.84,
"b": 44.64
},
"text": "V - 18",
"attrs": {
"block_label": "footer"
}
}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 98
8 item(s)
JSON
formula (7)
text (1)
1 · FORMULA
2 · FORMULA
3 · FORMULA
4 · FORMULA
5 · FORMULA
6 · FORMULA
7 · FORMULA
8 · TEXT
Page 98 JSON
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"items": [
{
"id": "p98.1",
"order": 1,
"type": "formula",
"bbox": {
"l": 212.4,
"t": 792,
"r": 366.72,
"b": 786.24
},
"text": "",
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}
},
{
"id": "p98.2",
"order": 2,
"type": "formula",
"bbox": {
"l": 137.76,
"t": 673.2,
"r": 470.88,
"b": 591.6
},
"text": "\\begin{aligned}\\mathrm{V}&=\\frac{\\mathrm{h}(\\mathrm{~A}_{1}+\\mathrm{~A}_{2}+\\sqrt{\\mathrm{~A}_{1}\\times\\mathrm{A}_{2}})}{3}\\\\&=\\frac{10(10,800+4,000+\\sqrt{(10,800)(4000)})}{3}=71,242\\mathrm{~ft}^{2}\\end{aligned}",
"attrs": {
"block_label": "display_formula",
"latex": "\\begin{aligned}\\mathrm{V}&=\\frac{\\mathrm{h}(\\mathrm{~A}_{1}+\\mathrm{~A}_{2}+\\sqrt{\\mathrm{~A}_{1}\\times\\mathrm{A}_{2}})}{3}\\\\&=\\frac{10(10,800+4,000+\\sqrt{(10,800)(4000)})}{3}=71,242\\mathrm{~ft}^{2}\\end{aligned}",
"notation": "latex",
"alt": "begin aligned V & equals frac h of A sub 1 plus A sub 2 plus sqrt A sub 1 times A sub 2 3 & equals 10 times 10, 800 plus 4, 000 plus the square root of of 10, 800 times 4000 over 3 equals 71, 242 ft squared end aligned",
"mathml": "<math aria-label=\"begin aligned V & equals frac h of A sub 1 plus A sub 2 plus sqrt A sub 1 times A sub 2 3 & equals 10 times 10, 800 plus 4, 000 plus the square root of of 10, 800 times 4000 over 3 equals 71, 242 ft squared end aligned\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mrow><mi>V</mi><mi>&</mi><mo>=</mo><mfrac><mrow><mi>h</mi><mo stretchy=\"false\">(</mo><msub><mrow><mtext> </mtext><mi mathvariant=\"normal\">A</mi></mrow><mrow><mn>1</mn></mrow></msub><mo>+</mo><msub><mrow><mtext> </mtext><mi mathvariant=\"normal\">A</mi></mrow><mrow><mn>2</mn></mrow></msub><mo>+</mo><msqrt><mrow><msub><mrow><mtext> </mtext><mi mathvariant=\"normal\">A</mi></mrow><mrow><mn>1</mn></mrow></msub><mo>×</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub></mrow></msqrt><mo stretchy=\"false\">)</mo></mrow><mrow><mn>3</mn></mrow></mfrac><mspace linebreak=\"newline\" /><mi>&</mi><mo>=</mo><mfrac><mrow><mn>10</mn><mo stretchy=\"false\">(</mo><mn>10</mn><mo>,</mo><mn>800</mn><mo>+</mo><mn>4</mn><mo>,</mo><mn>000</mn><mo>+</mo><msqrt><mrow><mo stretchy=\"false\">(</mo><mn>10</mn><mo>,</mo><mn>800</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"false\">(</mo><mn>4000</mn><mo stretchy=\"false\">)</mo></mrow></msqrt><mo stretchy=\"false\">)</mo></mrow><mrow><mn>3</mn></mrow></mfrac><mo>=</mo><mn>71</mn><mo>,</mo><mn>242</mn><msup><mrow><mtext> </mtext><mi mathvariant=\"normal\">f</mi><mi mathvariant=\"normal\">t</mi></mrow><mrow><mn>2</mn></mrow></msup></mrow></mrow></math>"
}
},
{
"id": "p98.3",
"order": 3,
"type": "formula",
"bbox": {
"l": 137.76,
"t": 576.24,
"r": 400.56,
"b": 558.48
},
"text": "V = 71,242 ft² × 7.48 gal/ft³ = 532,892 gal",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{V}=71,242\\ \\mathrm{ft^2}\\ \\times\\ 7.48\\ \\mathrm{gal/ft^3}\\ =\\ 532,892\\ \\mathrm{gal}",
"alt": "V equals 71, 242 ft squared times 7.48 gal over ft cubed equals 532, 892 gal",
"mathml": "<math aria-label=\"V equals 71, 242 ft squared times 7.48 gal over ft cubed equals 532, 892 gal\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mi>V</mi><mo>=</mo><mn>71</mn><mo>,</mo><mn>242</mn><mtext> </mtext><mrow><mi mathvariant=\"normal\">f</mi><msup><mi mathvariant=\"normal\">t</mi><mn>2</mn></msup></mrow><mtext> </mtext><mo>×</mo><mtext> </mtext><mn>7.48</mn><mtext> </mtext><mrow><mi mathvariant=\"normal\">g</mi><mi mathvariant=\"normal\">a</mi><mi mathvariant=\"normal\">l</mi><mo>/</mo><mi mathvariant=\"normal\">f</mi><msup><mi mathvariant=\"normal\">t</mi><mn>3</mn></msup></mrow><mtext> </mtext><mo>=</mo><mtext> </mtext><mn>532</mn><mo>,</mo><mn>892</mn><mtext> </mtext><mrow><mi mathvariant=\"normal\">g</mi><mi mathvariant=\"normal\">a</mi><mi mathvariant=\"normal\">l</mi></mrow></mrow></math>"
}
},
{
"id": "p98.4",
"order": 4,
"type": "formula",
"bbox": {
"l": 136.08,
"t": 529.68,
"r": 503.04,
"b": 427.68
},
"text": "\\begin{aligned}\\mathrm{h}^{\\prime}&=\\dfrac{\\mathrm{h}}{4}\\left[4-\\dfrac{(A_{1}+2\\sqrt{A_{1}\\times A_{2}}+3A_{2})}{(A_{1}+\\sqrt{A_{1}\\times A_{2}}+A_{2})}\\right]\\\\&=\\dfrac{10}{4}\\left[4-\\dfrac{[10,800+2\\sqrt{(10,800)(4000)}+3(4000)]}{[10,800+\\sqrt{(10,800)(4000)}+4000]}\\right]=5.8\\end{aligned}",
"attrs": {
"block_label": "display_formula",
"latex": "\\begin{aligned}\\mathrm{h}^{\\prime}&=\\dfrac{\\mathrm{h}}{4}\\left[4-\\dfrac{(A_{1}+2\\sqrt{A_{1}\\times A_{2}}+3A_{2})}{(A_{1}+\\sqrt{A_{1}\\times A_{2}}+A_{2})}\\right]\\\\&=\\dfrac{10}{4}\\left[4-\\dfrac{[10,800+2\\sqrt{(10,800)(4000)}+3(4000)]}{[10,800+\\sqrt{(10,800)(4000)}+4000]}\\right]=5.8\\end{aligned}",
"notation": "latex",
"alt": "begin aligned h to the power of prime & equals dfrac h 4 4 minus dfrac of A sub 1 plus 2 the square root of A sub 1 times A sub 2 plus 3 A sub 2 times A sub 1 plus the square root of A sub 1 times A sub 2 plus A sub 2 & equals dfrac 10 4 4 minus dfrac 10, 800 plus 2 the square root of of 10, 800 times 4000 plus 3 times 4000 10, 800 plus the square root of of 10, 800 times 4000 plus 4000 equals 5.8 end aligned",
"mathml": "<math aria-label=\"begin aligned h to the power of prime & equals dfrac h 4 4 minus dfrac of A sub 1 plus 2 the square root of A sub 1 times A sub 2 plus 3 A sub 2 times A sub 1 plus the square root of A sub 1 times A sub 2 plus A sub 2 & equals dfrac 10 4 4 minus dfrac 10, 800 plus 2 the square root of of 10, 800 times 4000 plus 3 times 4000 10, 800 plus the square root of of 10, 800 times 4000 plus 4000 equals 5.8 end aligned\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mrow><msup><mi>h</mi><mrow><mi>′</mi></mrow></msup><mi>&</mi><mo>=</mo><mstyle displaystyle=\"true\" scriptlevel=\"0\"><mfrac><mrow><mi>h</mi></mrow><mrow><mn>4</mn></mrow></mfrac></mstyle><mrow><mo stretchy=\"true\" fence=\"true\" form=\"prefix\">[</mo><mn>4</mn><mo>−</mo><mstyle displaystyle=\"true\" scriptlevel=\"0\"><mfrac><mrow><mo stretchy=\"false\">(</mo><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>+</mo><mn>2</mn><msqrt><mrow><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>×</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub></mrow></msqrt><mo>+</mo><mn>3</mn><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub><mo stretchy=\"false\">)</mo></mrow><mrow><mo stretchy=\"false\">(</mo><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>+</mo><msqrt><mrow><msub><mi>A</mi><mrow><mn>1</mn></mrow></msub><mo>×</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub></mrow></msqrt><mo>+</mo><msub><mi>A</mi><mrow><mn>2</mn></mrow></msub><mo stretchy=\"false\">)</mo></mrow></mfrac></mstyle><mo stretchy=\"true\" fence=\"true\" form=\"postfix\">]</mo></mrow><mspace linebreak=\"newline\" /><mi>&</mi><mo>=</mo><mstyle displaystyle=\"true\" scriptlevel=\"0\"><mfrac><mrow><mn>10</mn></mrow><mrow><mn>4</mn></mrow></mfrac></mstyle><mrow><mo stretchy=\"true\" fence=\"true\" form=\"prefix\">[</mo><mn>4</mn><mo>−</mo><mstyle displaystyle=\"true\" scriptlevel=\"0\"><mfrac><mrow><mo stretchy=\"false\">[</mo><mn>10</mn><mo>,</mo><mn>800</mn><mo>+</mo><mn>2</mn><msqrt><mrow><mo stretchy=\"false\">(</mo><mn>10</mn><mo>,</mo><mn>800</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"false\">(</mo><mn>4000</mn><mo stretchy=\"false\">)</mo></mrow></msqrt><mo>+</mo><mn>3</mn><mo stretchy=\"false\">(</mo><mn>4000</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"false\">]</mo></mrow><mrow><mo stretchy=\"false\">[</mo><mn>10</mn><mo>,</mo><mn>800</mn><mo>+</mo><msqrt><mrow><mo stretchy=\"false\">(</mo><mn>10</mn><mo>,</mo><mn>800</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"false\">(</mo><mn>4000</mn><mo stretchy=\"false\">)</mo></mrow></msqrt><mo>+</mo><mn>4000</mn><mo stretchy=\"false\">]</mo></mrow></mfrac></mstyle><mo stretchy=\"true\" fence=\"true\" form=\"postfix\">]</mo></mrow><mo>=</mo><mn>5.8</mn></mrow></mrow></math>"
}
},
{
"id": "p98.5",
"order": 5,
"type": "formula",
"bbox": {
"l": 132.48,
"t": 371.52,
"r": 428.4,
"b": 288.72
},
"text": "\\begin{array}{l} \\mathrm{Aw}~=~\\frac{2\\mathrm{h}^{\\prime}\\left[\\mathrm{~L}_{2}~+\\mathrm{~W}_{2}~+2\\mathrm{h}^{\\prime}\\right]}{\\sin\\beta}+\\mathrm{~A}_{2} \\\\ \\quad \\quad =~\\frac{2(5.8)\\left(80+50+2(5.8)\\right)}{\\sin26.6^{\\circ}}+4000~=~7,673~\\mathrm{ft}^{2} \\end{array}",
"attrs": {
"block_label": "display_formula",
"latex": "\\begin{array}{l} \\mathrm{A w}~=~\\frac{2\\mathrm{h}^{\\prime}\\left[\\mathrm{~L}_{2}~+\\mathrm{~W}_{2}~+2\\mathrm{h}^{\\prime}\\right]}{\\sin\\beta}+\\mathrm{~A}_{2} \\\\ \\quad \\quad =~\\frac{2(5.8)\\left(80+50+2(5.8)\\right)}{\\sin26.6^{\\circ}}+4000~=~7,673~\\mathrm{ft}^{2} \\end{array}",
"notation": "latex",
"alt": "begin array l Aw equals frac 2 h to the power of prime L sub 2 plus W sub 2 plus 2 h to the power of prime sin beta plus A sub 2 equals 2 times 5.8 times 80 plus 50 plus 2 times 5.8 over sin 26.6 to the power of circ plus 4000 equals 7, 673 ft squared end array",
"mathml": "<math aria-label=\"begin array l Aw equals frac 2 h to the power of prime L sub 2 plus W sub 2 plus 2 h to the power of prime sin beta plus A sub 2 equals 2 times 5.8 times 80 plus 50 plus 2 times 5.8 over sin 26.6 to the power of circ plus 4000 equals 7, 673 ft squared end array\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mtable><mtr><mtd columnalign=\"left\"><mrow><mi mathvariant=\"normal\">A</mi><mi mathvariant=\"normal\">w</mi></mrow><mtext> </mtext><mo>=</mo><mtext> </mtext><mfrac><mrow><mn>2</mn><msup><mi>h</mi><mrow><mi>′</mi></mrow></msup><mrow><mo stretchy=\"true\" fence=\"true\" form=\"prefix\">[</mo><msub><mrow><mtext> </mtext><mi mathvariant=\"normal\">L</mi></mrow><mrow><mn>2</mn></mrow></msub><mtext> </mtext><mo>+</mo><msub><mrow><mtext> </mtext><mi mathvariant=\"normal\">W</mi></mrow><mrow><mn>2</mn></mrow></msub><mtext> </mtext><mo>+</mo><mn>2</mn><msup><mi>h</mi><mrow><mi>′</mi></mrow></msup><mo stretchy=\"true\" fence=\"true\" form=\"postfix\">]</mo></mrow></mrow><mrow><mi>sin</mi><mi>β</mi></mrow></mfrac><mo>+</mo><msub><mrow><mtext> </mtext><mi mathvariant=\"normal\">A</mi></mrow><mrow><mn>2</mn></mrow></msub></mtd></mtr><mtr><mtd columnalign=\"left\"><mspace width=\"1em\" /><mspace width=\"1em\" /><mo>=</mo><mtext> </mtext><mfrac><mrow><mn>2</mn><mo stretchy=\"false\">(</mo><mn>5.8</mn><mo stretchy=\"false\">)</mo><mrow><mo stretchy=\"true\" fence=\"true\" form=\"prefix\">(</mo><mn>80</mn><mo>+</mo><mn>50</mn><mo>+</mo><mn>2</mn><mo stretchy=\"false\">(</mo><mn>5.8</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"true\" fence=\"true\" form=\"postfix\">)</mo></mrow></mrow><mrow><mi>sin</mi><msup><mn>26.6</mn><mrow><mo>∘</mo></mrow></msup></mrow></mfrac><mo>+</mo><mn>4000</mn><mtext> </mtext><mo>=</mo><mtext> </mtext><mn>7</mn><mo>,</mo><mn>673</mn><mtext> </mtext><msup><mrow><mi mathvariant=\"normal\">f</mi><mi mathvariant=\"normal\">t</mi></mrow><mrow><mn>2</mn></mrow></msup></mtd></mtr></mtable></mrow></math>"
}
},
{
"id": "p98.6",
"order": 6,
"type": "formula",
"bbox": {
"l": 137.28,
"t": 242.64,
"r": 373.92,
"b": 209.52
},
"text": "\\mathrm{T}=\\underbrace{\\mathrm{V}}_{\\mathrm{R}^{*}\\mathrm{A}_{\\mathrm{w}}}=\\underbrace{532,892}_{(20)(7,673)}=3.47\\mathrm{days}",
"attrs": {
"block_label": "display_formula",
"latex": "\\mathrm{T}=\\underbrace{\\mathrm{V}}_{\\mathrm{R}^{*}\\mathrm{A}_{\\mathrm{w}}}=\\underbrace{532,892}_{(20)(7,673)}=3.47\\mathrm{days}",
"notation": "latex",
"alt": "T equals underbrace V sub R to the power of * A sub w equals underbrace 532, 892 sub of 20 times 7, 673 equals 3.47 days",
"mathml": "<math aria-label=\"T equals underbrace V sub R to the power of * A sub w equals underbrace 532, 892 sub of 20 times 7, 673 equals 3.47 days\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mi>T</mi><mo>=</mo><munder><munder><mrow><mi>V</mi></mrow><mo>⏟</mo></munder><mrow><msup><mi>R</mi><mrow><mo>*</mo></mrow></msup><msub><mi>A</mi><mrow><mi>w</mi></mrow></msub></mrow></munder><mo>=</mo><munder><munder><mrow><mn>532</mn><mo>,</mo><mn>892</mn></mrow><mo>⏟</mo></munder><mrow><mo stretchy=\"false\">(</mo><mn>20</mn><mo stretchy=\"false\">)</mo><mo stretchy=\"false\">(</mo><mn>7</mn><mo>,</mo><mn>673</mn><mo stretchy=\"false\">)</mo></mrow></munder><mo>=</mo><mn>3.47</mn><mrow><mi mathvariant=\"normal\">d</mi><mi mathvariant=\"normal\">a</mi><mi mathvariant=\"normal\">y</mi><mi mathvariant=\"normal\">s</mi></mrow></mrow></math>"
}
},
{
"id": "p98.7",
"order": 7,
"type": "formula",
"bbox": {
"l": 137.76,
"t": 179.76,
"r": 242.16,
"b": 147.36
},
"text": "FS = 7/3.47 = 2.02",
"attrs": {
"block_label": "display_formula",
"latex": "FS = \\frac{7}{3.47} = 2.02",
"alt": "FS equals 7 over 3.47 equals 2.02",
"mathml": "<math aria-label=\"FS equals 7 over 3.47 equals 2.02\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mi>F</mi><mi>S</mi><mo>=</mo><mfrac><mrow><mn>7</mn></mrow><mrow><mn>3.47</mn></mrow></mfrac><mo>=</mo><mn>2.02</mn></mrow></math>"
}
},
{
"id": "p98.8",
"order": 8,
"type": "text",
"bbox": {
"l": 294.48,
"t": 82.32,
"r": 333.36,
"b": 67.2
},
"text": "V-19",
"attrs": {
"block_label": "number"
}
}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 99
13 item(s)
JSON
figure (1)
footer (1)
formula (1)
heading (3)
text (7)
1 · FIGURE
2 · HEADING
3 · HEADING
4 · TEXT
5
6 · TEXT
7 · TEXT
8 · TEXT
9 · HEADING
10 · TEXT
11 · TEXT
12 · TEXT
13 · FOOTER
Page 99 JSON
{
"document_id": 11428,
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"width_pt": 612,
"height_pt": 792,
"rotation": 0,
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"engine": "paddleocr_vl",
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"item_count": 13,
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"figure": 1,
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"heading": 3,
"text": 7
},
"build_ms": 1,
"items": [
{
"id": "p99.1",
"order": 1,
"type": "figure",
"bbox": {
"l": 12,
"t": 715.92,
"r": 40.32,
"b": 689.04
},
"text": "",
"attrs": {
"role": "page_header",
"block_label": "header_image"
}
},
{
"id": "p99.2",
"order": 2,
"type": "heading",
"bbox": {
"l": 66.72,
"t": 687.36,
"r": 330.48,
"b": 672
},
"text": "F. NUISANCE WATER MANAGEMENT",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p99.3",
"order": 3,
"type": "heading",
"bbox": {
"l": 103.2,
"t": 655.44,
"r": 322.32,
"b": 640.56
},
"text": "1. Nuisance Water Flow Generation",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p99.4",
"order": 4,
"type": "text",
"bbox": {
"l": 138,
"t": 623.52,
"r": 558.72,
"b": 525.12
},
"text": "The design generation rate for nuisance water in single family residential areas is 160 gal/household/day (2.454[p99.4.1] cfs) including a safety and longevity factor of 4.0. For calculations involving nuisance water, flows generated by applying this rate to the number of households upstream shall not be additive with offsite flows. Flow generated by subdrains, or from any other anticipated sources onsite shall be provided for.",
"children": [
{
"id": "p99.4.1",
"order": 5,
"type": "formula",
"bbox": {
"l": 138,
"t": 623.52,
"r": 558.72,
"b": 525.12
},
"text": "⁻⁴",
"attrs": {
"latex": "^{-4}",
"inline": true,
"text_offset": 112,
"text_span": 9,
"bbox_estimated": true,
"alt": "to the power of minus 4",
"mathml": "<math aria-label=\"to the power of minus 4\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><msup><mi /><mrow><mo>−</mo><mn>4</mn></mrow></msup></mrow></math>"
}
}
]
},
{
"id": "p99.5",
"order": 6,
"type": "text",
"bbox": {
"l": 138.24,
"t": 510,
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},
"text": "Nuisance water generation rates for multi-family, commercial and industrial areas will be determined on a case-by-case basis."
},
{
"id": "p99.6",
"order": 7,
"type": "text",
"bbox": {
"l": 138,
"t": 462.96,
"r": 558.48,
"b": 351.6
},
"text": "Nuisance water shall be intercepted and disposed of whenever design flow depth in the gutter exceeds 3/4 inch or 6.6 gpm, whichever is less. Flow depth shall be calculated using Manning's Equation with n=0.014. Nuisance water inlets shall be sited to provide maximum utility and to minimize flows to cross gutters and detention basins. Nuisance water generated on-site will not be allowed to flow offsite as surface flow. Near and Far side inlets may be combined to flow to a single drywell disposal device."
},
{
"id": "p99.7",
"order": 8,
"type": "text",
"bbox": {
"l": 138.48,
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"text": "For infill developments, all parcels one (1) acre or larger in size will be responsible for mitigation of flow generated by such development."
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"text": "The City of Palmdale permits the use of drywells to dispose of nuisance water where such drywells have been designed and constructed according to the guidelines of this policy. Disposal capabilities of drywells shall not be considered in reducing the storage or detention volume necessary for detention, retention, or retarding basins."
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"text": "Toxic wastes will not be disposed of in nuisance water drywells. In some cases, separators or other treatment devices may be required by the City Engineer."
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"text": "The standard drywell is the Maxwell IV or equal. The standard drywell system shall include an Interceptor Well upstream of any drywell(s).",
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"text": "Drywells will be offset a nominal distance of 20 feet from any surface inlet. When a drywell is constructed in conjunction with a surface inlet, the diameter of the connecting pipe from the interceptor well to the drywell shall be a maximum of 4 inches.",
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"text": "Drywells constructed in a landscaped area shall have a rim elevation 2.0 inches above the finished elevation. Design of drywells in detention basins will not be allowed. Drywells are intended for nuisance water disposal, not storm water disposal.",
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"text": "Drywells will remain sealed until all paving or landscaping is completed (or until new grass is stable) to prevent unnecessary sediment from being deposited in the drywell.",
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"text": "Drywells will have a minimum settling basin depth of 25 feet, a 4 foot inside diameter, 30 inch bolt down grates and 6 inch drainage components. Drywell dimensions may be varied, subject to the approval of the City Engineer, if the settling volume is 250 cubic feet or greater.",
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"text": "Drywells will be spaced a minimum of 75 feet center to center.",
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"text": "Drywell design shall be in accordance with City Stds. D-1.1 and D-1.2",
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"text": "a. A Soils Engineer or an Engineering Geologist shall perform percolation tests on each drywell installed to verify its capability to dispose of the anticipated inflows."
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"text": "The approximate number of drywells will be determined by the project Civil Engineer at the design stage of the tract based on estimates by the Soils Engineer substantiated by a minimum of one percolation test. The proposed drywells shall be shown on the grading plan. Drywells may not be allowed in areas where known percolation problems exist. For such areas, percolation tests may be required at all proposed drywell locations at the Tentative Map feasibility stage. The final number of drywells shall be determined by the Civil Engineer after percolation tests are completed by the Soils Engineer or Engineering Geologist for each constructed drywell."
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"text": "The Public Works Department shall inspect each well site prior to placement of the concrete liner, filter rock backfill and drainage components.",
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"text": "The field testing for the completed drywells shall be monitored and reported by a Soils Engineer or Engineering Geologist. A copy of this report must be submitted to the City Engineer for approval certifying that the system meets its requirements prior to the release of bonds for the development served by the drywell.",
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"text": "Disposal systems will be presaturated for at least 24 hours in advance of testing by filling with water to the top rim elevation allowing any trapped air to escape.",
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"text": "Side walls will be cleaned of any clay or silt prior to testing",
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"text": "After the 24 hour presaturation period has passed, the system will be again filled with water. As the water level drops, the time of water level change at ten (10) percent intervals of the well chamber depth will be recorded.",
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"text": "Drywells may not be constructed closer than 300 feet to a water well, and may not be deeper than 10 feet above any saturated zone."
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"text": "The following statement shall appear on all plans which include drywells."
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"text": "\"All drywells shown on this project shall be maintained by the owners where their locations are on private property or through the creation of a Landscape Benefit Assessment District when approved by the City. Drywells will be replaced by the owners when they cease to drain standing surface water in a 24 hour period or are deemed to be obsolete by the City. Regular maintenance of the drywell settling chamber is required to achieve proper operation of the drywell and shall be performed annually or more often depending upon its location, and shall be performed by the owner or district as applicable\"."
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"text": "Where subsurface conditions are such that drywells cannot be expected to perform to the minimum standards established herein, alternative disposal methods will be considered by the City. The location of suitable sites for disposal, even if off-site, is encouraged. The effectiveness of the offsite disposal areas must be demonstrated."
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"text": "The Soils Engineer shall provide a seal depth for the drywells. That seal depth shall be determined by laboratory tests to determine the depth of potential hydrocollappsible soils.",
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"text": "Further drywell design information is contained in Section V.F.3 of this document.",
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"text": "H. DEFINITIONS",
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"text": "Natural Watercourses - A natural watercourse is a path along which water flows as a result of natural topographic features. Furthermore, for the purposes of this definition, a natural watercourse drains a watershed greater than 100 acres and also meets one or more of the following conditions:"
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"text": "Experiences flow velocities greater than five feet per second while carrying a Capital Flood.",
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"text": "Has flow depths greater than 1.5 feet while carrying a Capital Flood.",
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"text": "Would have water surface elevations, while carrying a Capital Flood, within one foot of the finished floor elevation of adjacent habitable structures, if such water surface elevations would result from construction of facilities with less than a Capital Flood capacity.",
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"text": "If it is desirable to develop adjacent to a natural creek and leave the creek undisturbed, the following shall be the minimum requirements:",
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"text": "Setbacks: Setbacks shall be determined by flat calculating the area needed to contain the 50 year developed storm, then adding one foot of freeboard. This will define the boundary of the creek. The setback from that boundary shall be determined by projecting an additional ten (10) feet horizontally and from that point a slope of 2:1 until natural ground is intercepted.",
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"text": "Flood area: The area described in the preceding paragraph, including the area for setback, shall be designated as a \"FLOOD AREA\" on the map.",
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"text": "V-24",
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"text": "Irrevocable offer of dedication: The developer shall provide an irrevocable offer of dedication for drainage purposes to the City for the land designated as a flood area.",
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"text": "Would have a ponded water surface elevation, during a Capital Flood, within one foot of the finished floor elevation of adjacent habitable structures, if such elevation would result from construction of facilities with less than a Capital Flood capacity. This condition does not apply if there is a surface route for outflow such that the ponded water surface cannot reach the finished floor elevation of adjacent structures during a Capital Flood.",
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"text": "In a roadway, would have a ponded water surface elevation higher than the elevation of the public right of way line if facilities with less than a Capital Flood capacity were constructed. This condition applies to flows which reach the roadway upstream of the sump and are conveyed to the sump by the roadway.",
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"text": "Has a ponded depth of three feet or greater.",
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"text": "An exception is made for fenced or walled detention, retarding, or retention basins.",
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"text": "Floodway - The floodway is the channel of a stream plus any adjacent floodplain areas which must be kept free of encroachment so that the 50-year storm runoff can be carried without substantial increases in flood heights. Such increase in height will not exceed one (1) foot."
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"text": "The floodway, as defined in this Management Plan, does not correspond to the floodways defined in FEMA maps."
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"text": "V - 25",
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Page 108
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Page 109
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Page 110
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Page 113
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Page 114
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Page 115
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13 · LIST
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18
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21
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23 · FOOTER
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"text": "The plan size shall be 24\" x 36\", ink on 3 mil mylar and a minimum scale of 1\" = 20'.",
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18 · HEADING
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1 · LIST
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14 · TABLE
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27 · TEXT
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"text": "All work shall be performed by a licensed landscape contractor.",
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"text": "Landscape contractor shall obtain a Landscape Permit from the Landscape Architect's office prior to commencement of work.",
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"text": "All work shall conform to Standard Specifications for Public Works Construction (SSPWC), latest edition, (published by Building News, 3055 Overland Avenue, Los Angeles, CA) for all work performed and not specifically mentioned herein.",
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"text": "No work shall commence on the project until a pre-construction conference has been held with the City Landscape Architect or an authorized representative.",
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"text": "The contractor shall be responsible for notifying the City Landscape Architect for au required site visits as follows:",
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"text": "48 hrs. notice",
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"text": "and plant material",
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"text": "Final walk through for completion of improvements",
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"text": "7 days notice",
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"text": "Final walk through for acceptance into the LMAD",
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Page 124
12 item(s)
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"text": "Contractor shall make himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. Prior to the commencement of work the contractor shall contact Underground Service Alert (800)422-4133 for location of underground utilities.",
"marker": "7."
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"text": "Do not willfully proceed with Construction as designed when it is obvious that unknown obstructions, area discrepancies and/or grade differences exist that may not have been known during design. Such conditions shall immediately be brought to the attention of the owner. The contractor shall assume full responsibility for all necessary revisions due to failure to give such notification.",
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"text": "9. TEMPORARY EROSION CONTROL",
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"text": "The surface of all slopes more than (3) feet in vertical height and steeper than 5:1 shall be covered with City of Palmdale approved erosion control blankets. Installation shall conform to manufacturer's specifications. Deviations from this requirement shall be submitted in writing with an alternative plan for temporary erosion control (water and dust). This plan shall be approved by the City Engineer.",
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"text": "Installation of the erosion control blankets shall be installed to the satisfaction of the City of Palmdale Landscape Architect prior to the acceptance of rough grading.",
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"text": "10. PERMANENT EROSION CONTROL",
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"text": "The surface of all slopes more than three (3) feet in vertical height and steeper than 5:1 shall be covered with City of Palmdale approved erosion control blankets. Installation shall conform to manufacturer's specifications.",
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"text": "The surface of all slopes more than three (3) feet in vertical height and steeper than 5:1 shall be protected against damage by erosion by planting with ground cover plants. Slopes exceeding fifteen (15) feet in vertical height shall also be planted with trees spaced at no more than twenty (20) feet on center or shrubs spaced at no more than ten (ten) feet on center or a combination of both. All plant material shall be triangularly spaced.",
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Page 125
14 item(s)
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11 · HEADING
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"text": "Slopes required to be planted shall be provided with an approved system of irrigation.",
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"text": "All required landscaping shall conform to the City of Palmdale Slope Erosion Control Landscaping standards.",
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"text": "All planting and irrigation shall be installed to the satisfaction of the City of Palmdale Landscape Architect prior to acceptance of final grading. Contact the Landscape Architect at (661) 267-5255 for inspection with a minimum of 24 hours notice.",
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"text": "E. LANDSCAPE DESIGN CRITERIA",
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"text": "Landscaping shall conform to Standard Specifications for Public Works Construction (SSPWC), latest edition, (published by Building News, 3055 Overland Avenue, Los Angeles, CA) for all work performed and not specifically mentioned herein. In case of a discrepancy, the following criteria shall govern."
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"text": "The design shall be prepared in such a way as to minimize the amount of supplemental water required. The landscape architect's approach to such a \"xeriscape\" concept shall be provided for the plan checker on the Plans."
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"text": "A water-conserving approach to landscape design can be implemented through a variety of techniques and practices including the use of appropriate plant material, the placement of plant material into compatible irrigation zones, irrigation techniques, irrigation products, irrigation management, evaporation control, etc. Such techniques shall be addressed in the above mentioned \"xeriscape\" concept."
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"text": "General guidelines for water conservation will be expanded upon in the individual planting and irrigation sections."
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"text": "2. IRRIGATION",
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"text": "a. General",
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"text": "The irrigation system shall be a fully automatic system. Irrigation plans shall indicate location of irrigation heads, valves, time clocks, pipe, backflow devices, points of connection, sizes and models of equipment specified."
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"text": "VI-6",
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Page 126
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"text": "Installation specifications shall be indicated whenever possible. Installation shall conform to the City approved irrigation details included herein."
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"text": "The irrigation system shall be organized into zones based upon plant material selections and environmental considerations (i.e. sun exposure, slope aspect, soil conditions, etc.)"
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"text": "The selection of irrigation systems components shall be based upon the overall design and upon water conservation principles. A minimum of 25% of each landscape shall be irrigated with low volume systems. The designer shall indicate on the irrigation plan the proposed water management principles."
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"text": "The irrigation system must provide complete coverage for all areas (head to head coverage when spray heads are used). Closer spacing may be required due to climatic and site conditions (i.e. areas of excessive wind)."
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"text": "Where above ground irrigation components (such as automatic controllers and backflow devices) are placed on slopes, low retaining walls and/or curbing shall be required to prevent erosion."
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"text": "b. Backflow Device",
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"text": "The backflow prevention device shall be a reduced pressure backflow installed at least twelve (12) inches above grade, measuring from the bottom of the device."
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"text": "The backflow device shall be winterized/wrapped with a Thermo-cel insulation tape to R-I0 protection and enclosed in a locking LeMeur Steel enclosure or equal mounted on a concrete pad. The risers shall be galvanized steel."
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"text": "The contractor shall provide a padlock and two keys (per City standards) for each steel enclosure."
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"text": "c. PVC Pipe and Fittings",
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"level": 3
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"text": "Pressure supply lines downstream of the backflow prevention device shall be Class 315 PVC in sizes 2\" and larger and Schedule 40 PVC in sizes 1-1/2\" and smaller. Non pressure lines shall be scheduled to be 40 PVC."
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"text": "VI-7",
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Page 127
17 item(s)
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"text": "All fittings shall be standard weight Schedule 40 PVC."
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"text": "All threaded nipples shall be standard weight Schedule 80 with molded threads.\nSolvent cement joints shall be made as prescribed by the manufacturer. An aggressive primer shall be used in conjunction with a solvent primer designed for the fit of the pipe and fittings of each size range specified."
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"text": "Provide a minimum of 24\" cover for all pressure lines 4\" and larger."
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"text": "Provide a minimum of 18\" cover for all pressure lines 3\" or smaller."
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"text": "Provide a minimum of 12\" cover for all non-pressure lines."
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"text": "Concrete thrust blocks shall be installed on all pressure line changes of direction and pipes exceeding 2\" in diameter."
},
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"type": "heading",
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"text": "d. Sprinkler Heads",
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"text": "Double ell swing joints shall be installed on all riser assemblies."
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"text": "All spray heads in the right-of-way shall be a pop-up type."
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"type": "text",
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"text": "Spray heads shall have a screw adjustment."
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"text": "Riser nipples for all sprinkler heads shall be the same size as the riser opening of the sprinkler body."
},
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"order": 13,
"type": "heading",
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"text": "e. Bubblers",
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"text": "A tree bubbler system shall be installed to each tree (see detail). A bubbler shall be installed to each shrub unless the planter shall be irrigated with flat spray heads on 12\" high pop sprinters. All bubblers shall be pressure compensating."
},
{
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"text": "All tree bubblers shall be installed on valves separate from the other planting."
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"text": "VI-8",
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"text": "Gate valves shall be designated for a minimum working pressure of not less than 150 PSI or the minimum PSI available on site, whichever is greater. If designing to site pressure, indicate the minimum PSI available on the irrigation plan."
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"text": "Quick coupling valves shall be installed on the mainline a minimum of every one hundred (100) feet. Quick coupling valves shall be of red brass with a wall thickness guaranteed to withstand normal working pressure of 150 PSI without leakage."
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"text": "Valves shall be Rainbird EFA-CP series or equal."
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"text": "Valve boxes for all gate valves and quick coupling valves shall be 9\" x 24\" round box, Brooks #9 or approved equal."
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"text": "Valve boxes for all electric control valves shall be 12\"x 18\" rectangular box, Carson Industries or approved equal."
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"text": "g. Wiring",
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"text": "Wire shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. When more than one wire is placed in a trench, the wiring shall be taped together at intervals of ten feet."
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{
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"text": "Wire connections shall be made using Scotch Lok Unipack waterproof sealing packets, Pentite connectors, or an approved equal. Size expansion loops of twelve inches shall be provided at each wire connection and/or directional turn. Use one splice per connector sealing pack."
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{
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"text": "Sizing of wire shall be according to manufacturer's recommendations, but not smaller than 14 gauge in size."
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"t": 213.12,
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"text": "Use continuous wire between remote control valves and the controller/timer. All wire of exposed runs to be in conduit."
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"type": "text",
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"b": 139.2
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"text": "All control wire shall be black in color. All ground wire (14 g) shall be white in color."
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"text": "VI-9",
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"text": "A red wire (14 g) shall be installed to each valve from the controller with an excess of wire at each valve."
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"text": "h. Automatic Controller",
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"text": "Automatic controllers shall be Rainbird ISC series or equal."
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"text": "Automatic controllers shall be installed in a solid LeMeur or equal locking enclosure. The automatic controller shall be placed in such enclosure apart from the backflow prevention device, and next to the tract boundary wall wherever possible."
},
{
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"text": "The contractor shall provide a padlock and two (2) keys (per City standards) for each enclosure."
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"text": "i. Detention/Retention Basins",
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"text": "All landscaping at or within the basins shall be on valves separate from the streetscape landscaping."
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"text": "All trees at or within the basins shall be irrigated with tree bubblers (two per tree) on valves separate from the rest of the system."
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"text": "Rotor sprays are recommended for large areas; impact heads are not allowed."
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"text": "No sprinklers shall be installed at the toe of the slope or in the bottom of the basin."
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"text": "IRRIGATION NOTES (to be placed on the irrigation plan)",
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"text": "The contractor shall obtain and pay for any and all permits and all inspections required, including, but not limited to:",
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"text": "City of Palmdale plumbing permit;",
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"text": "The manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of article used in this installation furnish directions covering points not shown in the drawings and specifications.",
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"text": "3. A complete material list shall be submitted prior to performing any work for an items that are requested to be substituted. Material list shall include the manufacturer, model number and description of all materials and equipment to be used."
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"text": "Equipment or materials installed or furnished without prior approval of the City Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense."
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"text": "connection to existing water lines;"
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"text": "connection to existing electrical power;"
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"text": "routing of sprinkler pressure lines;",
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"text": "sprinkler control valves;"
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"text": "On or before the final inspection, the Contractor shall deliver the corrected and completed sepias to the City Landscape Architect. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints.",
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"text": "The controller chart shall be a blackline or blueline ozalid print. A different color shall be used to indicate the area of coverage for each station (valve).",
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"text": "When completed and approved, the controller chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 10 mils thick.",
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"text": "These controller charts shall be completed and approved prior to final inspection of the irrigation system.",
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"text": "The backflow prevention device shall be tested and certified by the Los Angeles County Department of Health Services - Cross Connections and Water Pollution Control Program and proof submitted to the City of Palmdale.",
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"text": "The irrigation system shall be flushed prior to installation of irrigation heads.",
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"text": "Final location of the automatic controller shall be approved by the City Landscape Architect.",
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"text": "The irrigation trenches shall not be backfilled until all required tests are performed.",
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"text": "Adjustment of the System"
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"text": "The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible.",
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"text": "If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes in sizes and degrees of arc as required.",
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"text": "Lowering raised sprinkler heads by the Contractor shall be accomplished within 10 days after notification by the City.",
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"text": "d. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plans."
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"text": "Testing of the Irrigation System"
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"text": "The contractor shall request the presence of the City Landscape Architect at least 48 hours in advance of testing.",
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"text": "Test all pressure lines under hydrostatic pressure of 150 lbs./sq.in. and prove watertight.",
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"text": "Sustain pressure in lines for not less than two hours. If leaks develop, replace and repeat test until entire system is proven watertight.",
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"text": "All hydrostatic tests shall be made in the presence of the City Landscape Architect. No piping shall be backfilled until it has been inspected, tested and approved in writing.",
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"text": "When the sprinkler irrigation system is completed, perform a coverage test in the presence of the City Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plans where the system has been installed as indicated on the drawings or when it is obviously inadequate without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any ground cover is planted.",
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"text": "3. PLANTING",
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"text": "The planting design shall be based upon the principles of water conservation: grouping of plant material based upon like water requirements, ecological requirements, climatic conditions, selection of drought tolerant plant material, etc."
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"text": "All plants shall be selected from the City of Palmdale Recommended Plant List. Requests for deviations from this list should be submitted in writing with information provided on the selected material,"
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Page 133
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"text": "including growth habit, diseases and pests, root patterns, general characteristics, drought tolerance and compatibility with Sunset Zone 11 climate (high desert)."
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"text": "A maximum of 25% of the landscaped area may be planted in turf. (The plans shall indicate the amount of area, in square feet, planted in ground cover area and in turf area.) Planting plans shall indicate the location, genus and species, quantities and sizes of all plant material. Planting details and specifications shall also be provided. Planting details shall encompass the specifications provided herein and conform to the American Public Works Association Standard Plans. All specifications provided herein shall supersede the standard plans where discrepancies exist."
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"text": "All trees shall be a minimum of 15 gallon size."
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"text": "A minimum of 20 % of all trees shall be 24\" box size or larger."
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"text": "The quantity and species of trees shall require approval from the City Landscape Architect."
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"text": "All street trees shall be selected from the approved plant list for street trees."
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"text": "All trees shall be planted not less than:"
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"text": "seven (7) feet from adjacent property lines;"
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"text": "fifty (50) feet from the beginning of curb returns on approach to an intersection and fifteen (15) feet from end of curb return on an exit side of curb return;"
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"text": "twenty (20) feet from lamp standards;",
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"text": "ten (10) feet from fire hydrants and driveways;",
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"text": "five (5) feet from service walks, water meters and drain pipes.",
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"text": "On all streets where the sidewalk is adjacent to the curb, street trees shall be installed three (3) feet BACK of the sidewalk, or a minimum of seven and a half (7 1/2) feet BACK of curb face."
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Page 134
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"text": "Shrubs shall be a minimum of five size. Deviations from this requirement shall be submitted in writing and shall be based upon species, site conditions, climatic conditions, etc."
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"text": "Shrubs shall be located a minimum of 36\" from all sidewalks."
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"text": "Ground cover shall be prostrate shrubs or flatted ground cover, or a combination of both. Spacing for ground cover shall be 12\" O.C. for flatted ground cover. Spacing for prostrate shrubs shall be dependent upon species characteristics."
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"text": "A mulch (organic or inorganic) can be substituted for ground cover in certain design situations. Approval by the City Landscape Architect is required."
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"text": "Vines shall be a minimum of 5 gallon size."
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"text": "Turf shall be a \"drought resistant\" tall fescue or equal. All turf shall be provided as sod.\nTurf shall not be located where the slope exceeds 4:1."
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"text": "Seed for hydroseeding the detention/retention basins shall be as specified by the City Landscape Architect."
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"text": "c. Related Landscaping Material",
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"text": "Organic Soil amendment shall be Type 1 as described in the Standard Specifications for Public Works Construction. Mulch shall comply with the same requirements."
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"text": "Planting tablets for shall be Agriform 20-15-5 two year timed release or approved equal. Hydroseeding material shall be as follows:"
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"text": "\"Hydro-mulch\" as manufactured by Conwed, or approved equal;"
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"text": "Ecology Control \"M-Binder\" organic seeding additive, or approved equal."
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"text": "Guying and staking materials shall be as follows:"
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"text": "Wood tree stakes shall be lodgepole pine, fully treated with Coppernaphthanate wood preservative, 2\" (minimum nominal size) diameter;"
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Page 135
24 item(s)
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"text": "Wood tree stakes shall be 10 feet long for 24\" box trees and 8 feet long for 15 gallon trees;"
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"text": "Tree ties shall be 12 gauge wire and new garden hose;"
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"text": "• Guying Hardware:",
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"text": "Cable Clamps: galvanized, size as required",
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"text": "Safety Sleeve: 1/2\" white PVC full length of wire",
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"text": "Deadman: 2\"x 6\"x 36\" construction grade redwood.",
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"text": "Mulch shall be \"Walk-On Bark\", by Sequoia Forest Products, or approved equal",
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"text": "Erosion control matting shall be as specified in the standards for slope planting.",
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"text": "All mow strips and headers shall be concrete curbing.",
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"bbox": {
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"text": "Root barriers shall be 24\" Universal Root Barrier by Deep Root Corporation, or approved equal.",
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"text": "Arbor Guards shall be by Deep Root Corp., or approved equal.",
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"text": "d. Fine Grading and Headers",
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"text": "Installation of all landscaping shall conform to the Standard Specifications for Public Works Construction."
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"text": "No slopes in the Landscape Assessment District shall exceed 3:1."
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"text": "All slopes in excess of 5:1 shall be installed per the City's Standards for Slope Landscaping."
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"text": "Final grade shall ensure positive drainage of the site."
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"text": "A minimum of eighteen inches of level planting area shall be provided at the base of all slopes."
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22 item(s)
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"text": "Concrete headers shall be installed between shrub beds and turf areas and at all limits of work not already defined by walls, curbing, sidewalks, etc."
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"text": "e. Tree, Shrub and Vine Planting",
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"text": "All excavated holes shall be twice the diameter and one and one half the depth of the root ball."
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"text": "Container plants shall be backfilled with:"
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"text": "6 parts by volume on-site soil",
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"text": "4 parts by volume organic amendment",
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"text": "3 lbs. of commercial fertilizer",
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"text": "Planting tablets shall be placed in the excavated planting holes in the following quantities:"
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"text": "1 tablet per one gallon container"
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"text": "2 tablets per five gallon container"
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"text": "3 tablets per 15 gallon container"
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"text": "8 tablets per 24\" box"
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"type": "text",
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"text": "12 tablets per 36\" box"
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"type": "text",
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"t": 350.64,
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"text": "An earthen basin shall be constructed around each plant."
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"t": 319.44,
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"text": "Vines shall be removed from nursery stakes and securely attached to walls or fencing."
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"text": "f. Stalking and Guying:",
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"text": "All 15 gallon and 24\" box size trees shall be staked with two tree stakes placed perpendicular to the prevailing wind."
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"text": "The tree stakes shall not penetrate the root ball."
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"text": "All 36\" box size and larger trees shall be guyed."
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"text": "VI-17",
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"text": "g. Miscellaneous Planting Requirements",
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"text": "Install arbor guard trunk protectors or approved equal at the base of all trees located in turf areas."
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"text": "Install deep root barriers on all trees within five feet of the back of sidewalk or curb."
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"text": "h. Detention/Retention Basins",
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"text": "Landscaping plans are required for all basins."
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"text": "The basins are to enclosed with walls."
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"text": "A landscape buffer is to be planted between the sidewalk and the enclosure (minimum of 5' width)."
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"text": "The slopes of the basin (inside the enclosure) are to be hydroseeded with a drought tolerant mix as approved by the City Landscape Architect."
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"text": "Pinus eldarica \"Mondell\" shall be planted at 25' O.C. at the top of slope inside the basin enclosure."
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"text": "PLANTING NOTES(to be added to the planting plans)",
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"text": "Deliver all plant material with legible identification tags.",
"marker": "1."
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"text": "Fertilizer shall be a commercial fertilizer consisting of the following percent by weight:",
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]
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"text": "5 - Nitrogen"
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"text": "3 - Phosphoric Acid"
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"text": "1 - Potash"
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"text": "50 - Humus"
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"text": "15 - Humic Acids"
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Page 138
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18
19
20
21 · TEXT
22 · LIST
23
24
25
26
27 · TEXT
28 · FOOTER
Page 138 JSON
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"text": "3. The following amendments shall be uniformly spread and thoroughly cultivated by means of mechanical filler (wherever possible) into the top six (6) inches of soil."
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"text": "Application rate is per 1,000 square feet"
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"text": "Nitrogen stabilized organic amendment - 4 cu.yd."
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"text": "Commercial fertilizer - 2 lbs."
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"text": "Agricultural gypsum - 100 lbs.",
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"text": "Soil sulfur - 2 lbs."
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"text": "Elemental zinc - 2 lbs.",
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"type": "list_item",
"bbox": {
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"text": "Iron sulfate - 2 lbs.",
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"text": "The above soil amendment may be changed based on the results of an agricultural analysis performed by a soil testing facility."
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"text": "A pre-emergent herbicide shall be applied in all appropriate Planting areas prior to planting as approved by a state licensed Pest Control Advisor.",
"marker": "4."
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"type": "list_item",
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"text": "Container plants shall be backfilled with:",
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"type": "list_item",
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"text": "6 parts by volume on-site soil",
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"text": "4 parts by volume organic amendment",
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"text": "3 lbs. of commercial fertilizer"
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"t": 320.64,
"r": 522.72,
"b": 243.12
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"text": "",
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"text": "planting tablets shall be placed in the excavated planting holes in the following quantities:",
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"text": "1 tablet per one gallon container",
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"text": "2 tablets per five gallon container",
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"text": "3 tablets per 15 gallon container"
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"text": "8 tablets per 24\" box",
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"text": "Staking and Guying of trees shall be completed immediately upon planting",
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"text": "Install arbor guard trunk protectors or approved equal at the base of all trees located in turf areas.",
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"text": "VI - 19",
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"block_label": "number"
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1 · LIST
2
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4 · TEXT
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6 · TEXT
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Page 139 JSON
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"text": "Install deep root barriers on all trees within five feet of the back of sidewalk or curb.",
"marker": "9."
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"text": "Maintenance by developer/landscape contractor:",
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"text": "After installation, the contractor shall notify the City Landscape Architect for an inspection to approve the installation."
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"text": "After approval of the installation, the developer shall maintain the landscaping in a thriving condition for a period of one year prior to acceptance of this work by the City. Failure to adequately maintain such work throughout the maintenance period shall result in the time extension of the developer's maintenance period."
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"text": "All utilities and other fees must be fully paid and proof of payment submitted to the City prior to acceptance and takeover by the City of Palmdale."
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"text": "VI-20",
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Page 140
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2 · FIGURE
3 · HEADING
4 · HEADING
5 · LIST
6
7
8 · HEADING
9 · LIST
10
11
12 · TEXT
13 · TEXT
14 · TEXT
15 · TEXT
16 · TEXT
17 · FOOTER
18 · FOOTER
19 · FOOTER
Page 140 JSON
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"text": "F. SLOPE EROSION CONTROL STANDARDS",
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"level": 3
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"id": "p140.4",
"order": 4,
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"text": "1. TEMPORARY EROSION CONTROL",
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"level": 3
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"r": 556.08,
"b": 494.88
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"text": "The surface of all slopes more than three (3) feet in vertical height and steeper than 5:1 shall be covered with City approved erosion control blankets. Installation shall conform to the manufacturer's specifications. Deviations from this requirement shall be submitted in writing with an alternative plan for temporary erosion control. This plan shall be approved by the City Engineer.",
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"text": "Installation of the erosion control blankets or other approved devices or procedures shall be installed to the satisfaction of the City Engineer prior to acceptance of the rough grading.",
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"text": "2. PERMANENT EROSION CONTROL",
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"text": "The surface of all slopes more than three (3) feet in vertical height and steeper than 5:1 shall be covered with City approved erosion control blankets. Installation shall conform to manufacturer's specifications.",
"marker": "A."
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"text": "The surface of all slopes more than three (3) feet in vertical height and steeper than 5:1 shall be planted with ground cover plants. The ground cover shall be from flatted rooted cuttings, triangularly spaced at 12\" O.C. Ground cover shall be selected from the following list:",
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"text": "Rosmarinus officinalis prostrate, Dwarf Rosemary"
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"t": 291.12,
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"text": "Baccharis pflularis \"Twin Peaks\", Dwarf Coyote Brush"
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"type": "text",
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"t": 275.04,
"r": 399.36,
"b": 260.88
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"text": "• Hypericum calycinum, St. Johnswort"
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"t": 259.92,
"r": 488.16,
"b": 243.84
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"text": "Lonicera japonica halliana, Hall's Hardy Honeysuckle"
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"id": "p140.12",
"order": 16,
"type": "text",
"bbox": {
"l": 137.76,
"t": 228.72,
"r": 534.96,
"b": 180
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"text": "Requests for substitutions shall be submitted in writing and shall be based upon climatic, ecological and site conditions. Substitutions shall be demonstrated to have rooting characteristics necessary for erosion control."
},
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"id": "p140.13",
"order": 17,
"type": "footer",
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"r": 40.8,
"b": 74.64
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"text": "",
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},
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"id": "p140.14",
"order": 18,
"type": "footer",
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"t": 85.68,
"r": 346.8,
"b": 70.56
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"text": "VI-21",
"attrs": {
"block_label": "footer"
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"id": "p140.15",
"order": 19,
"type": "footer",
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"t": 3.84,
"r": 239.28,
"b": 0
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Page 141
21 item(s)
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1 · HEADER
2 · TEXT
3 · TEXT
4 · LIST
5
6
7
8
9
10
11
12 · TEXT
13 · LIST
14
15
16 · TEXT
17 · TEXT
18 · TEXT
19 · TEXT
20 · FOOTER
21 · FOOTER
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"text": "C. In addition to ground cover, slopes exceeding fifteen (15) feet in height shall be planted with trees at twenty (20) feet O.C. or shrubs at ten (10) feet O.C. or a combination of both at equivalent spacings."
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"text": "Trees shall be selected from the following list:"
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"type": "list_item",
"bbox": {
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"t": 619.44,
"r": 325.68,
"b": 605.52
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"text": "Albizia julibrissin, Mimosa",
"marker": "•"
},
{
"id": "p141.4.2",
"order": 6,
"type": "list_item",
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"t": 603.84,
"r": 357.6,
"b": 589.92
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"text": "Chilopsis linearis, Desert Willow",
"marker": "-"
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{
"id": "p141.4.3",
"order": 7,
"type": "list_item",
"bbox": {
"l": 139.68,
"t": 588,
"r": 405.6,
"b": 573.6
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"text": "Koelreuteria paniculata, Golden Rain Tree",
"marker": "•"
},
{
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"order": 8,
"type": "list_item",
"bbox": {
"l": 139.68,
"t": 572.16,
"r": 368.64,
"b": 558
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"text": "Pistacia chinensis, Chinese Pistacio"
},
{
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"order": 9,
"type": "list_item",
"bbox": {
"l": 139.44,
"t": 556.32,
"r": 410.16,
"b": 541.92
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"text": "Cedrus deodora, California Christmas Tree",
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},
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"text": "Pinus eldarica, Mondell Pine"
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]
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"text": "Requests for substitutions shall be submitted in writing and shall be based upon climatic, ecological and site conditions. Substitutions shall be demonstrated to have rooting characteristics necessary for erosion control."
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"text": "Planting need not be provided for cut slopes rocky in character and not subject to damage by erosion and slopes protected against erosion damage by other methods when such methods have been specifically recommended by a soils engineer, engineering geologist or equivalent authority and found to offer erosion protection equal to that provided by the planting specified in this section.",
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"text": "Slopes required to be planted shall also be irrigated with a permanent, electrically controlled automatic system designed to cover all portions of the slopes.",
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"text": "The irrigation system shall be installed with an approved backflow device."
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"text": "All piping shall be installed underground. Trenches shall be compacted to the adjacent grade."
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"text": "Impact type irrigation heads shall not be allowed. Stream rotors are required for large areas."
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"text": "A minimum of head to head coverage is required."
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4
5
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9
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"text": "Planting and irrigation plans shall be submitted for slopes required to be planted and irrigated. Such plans shall be prepared and signed by a licensed Landscape Architect.",
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"text": "All planting and irrigation shall conform to the standards set forth in the City of Palmdale landscape and irrigation standards.",
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"text": "All planting and irrigation shall be installed to the satisfaction of the City of Palmdale Landscape Architect prior to acceptance of final grading. Contact the Landscape Architect at (661) 267-5255, a minimum of 24 hours in advance of requested inspection.",
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"text": "3. MATERIAL SPECIFICATIONS FOR EROSION CONTROL BLANKETS",
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"text": "The erosion control blanket shall consist of 100% agricultural straw and shall be of a consistent thickness over the entire area of the mat.",
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"text": "The erosion control blanket shall be covered on the top and the bottom with a polypropylene netting having an approximate 1/2\" x 1/2\" mesh. The blanket shall be sewn together with cotton thread.",
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]
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"text": "VI-23",
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Page 143
13 item(s)
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"text": "[ ] Approved Grading Plan."
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"text": "[ ] Tentative Tract Map."
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"text": "[ ] District Diagram"
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"text": "[ ] Assessment of Maintenance Costs."
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"text": "[] Itemized Estimate of Probable Construction Costs."
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Page 144
17 item(s)
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"text": "[ ] General Notes."
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"text": "[ ] Title block."
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"text": "[ ] Top and toe of all cut and fill slopes."
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Page 146 JSON
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"text": "LANDSCAPE PLAN CHECK LIST\nLANDSCAPE PLAN - IRRIGATION",
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"text": "[] Identification of water conservation design approach."
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"text": "[ ] Fully automatic irrigation system."
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"text": "[ ] 25% of irrigation achieved through low flow systems."
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{
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"text": "[ ] Head to head coverage where applicable."
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"text": "[ ] Required retaining walls or curbs to protect irrigation devices on slopes."
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"text": "[ ] Backflow Device - reference to detail, winterize, LeMeur Enclosure, Padlock."
},
{
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"type": "text",
"bbox": {
"l": 68.16,
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"r": 534.72,
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"text": "[ ] PVC Pipe and Fittings - reference to detail, class, schedule, cover, joints, thrust blocks."
},
{
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"type": "text",
"bbox": {
"l": 68.4,
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"text": "[ ] Sprinkler Heads - reference to detail, double ell swing joints, pop-ups, screw adjustment."
},
{
"id": "p146.11",
"order": 11,
"type": "text",
"bbox": {
"l": 68.16,
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"text": "[ ] Bubblers - reference to detail, pressure compensating, separate valve."
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"type": "text",
"bbox": {
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"text": "[ ] Valves (electric control valves) - Rainbird EFA-CP or equal, valve boxes, reference to detail."
},
{
"id": "p146.13",
"order": 13,
"type": "text",
"bbox": {
"l": 68.88,
"t": 290.16,
"r": 523.2,
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"text": "[ ] Valves (quick couplers) - spacing, red brass, valve boxes, reference to details."
},
{
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"type": "text",
"bbox": {
"l": 69.12,
"t": 258.96,
"r": 529.92,
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"text": "[ ] Wiring - reference to detail, trenching location, connections, sizing, continuous runs, colors."
},
{
"id": "p146.15",
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"type": "text",
"bbox": {
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"text": "[ ] Automatic Controller - Rainbird ISC series or equal, LeMeur cover, location, padlocks., location on plan."
},
{
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"type": "text",
"bbox": {
"l": 70.32,
"t": 164.16,
"r": 538.56,
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"text": "[ ] Detention/Retention Basin - separate valves, bubblers to trees on separate valves, sprinkler heads, location of heads."
},
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"type": "text",
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"text": "[ ] Irrigation notes."
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Page 147
19 item(s)
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12 · TEXT
13 · TEXT
14 · TEXT
15 · TEXT
16 · TEXT
17 · TEXT
18 · FOOTER
19 · FOOTER
Page 147 JSON
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"text": "LANDSCAPE PLAN CHECK LIST\nPLANTING PLAN",
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"text": "[ ] Statement of design approach to water conservation."
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"text": "[ ] City of Palmdale Recommended Plant List selections."
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"text": "[ ] A maximum of 25% of landscaped area in turf."
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"text": "Location, species, quantities and sizes of all plant material."
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"text": "[ ] Trees - minimum 15 gallon size, reference details."
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"text": "[ ] Trees - 20% of all trees 24\" box or larger."
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"text": "[ ] Street trees selected from the approved Street Tree List."
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{
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"type": "text",
"bbox": {
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"text": "[ ] Trees - located less than 7' from adjacent property lines, 50' from beginning of curb returns on approach to an intersection, 15' from end of curb return on an exit side of curb return, 20' from lamp standards, 10' from fire hydrants and driveways, 5' from service walks, water meters and drain pipes."
},
{
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"text": "[ ] Trees - minimum of 3' from back of sidewalk or 7-1/2' from back of curb face."
},
{
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"type": "text",
"bbox": {
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"text": "[ ] Shrubs - minimum of 5 gallon size, reference planting detail."
},
{
"id": "p147.13",
"order": 13,
"type": "text",
"bbox": {
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"t": 306.48,
"r": 395.52,
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"text": "[ ] Shrubs - located a minimum of 36\" from all sidewalks"
},
{
"id": "p147.14",
"order": 14,
"type": "text",
"bbox": {
"l": 67.68,
"t": 275.04,
"r": 356.16,
"b": 258.96
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"text": "[ ] Ground cover - type, spacing, reference detail."
},
{
"id": "p147.15",
"order": 15,
"type": "text",
"bbox": {
"l": 67.44,
"t": 244.08,
"r": 387.84,
"b": 227.52
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"text": "[ ] Vines - a minimum of 5 gallon size, reference detail."
},
{
"id": "p147.16",
"order": 16,
"type": "text",
"bbox": {
"l": 67.68,
"t": 212.64,
"r": 443.04,
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},
"text": "[ ] Turf - \"drought tolerant\" species, slope limits, provided as sod."
},
{
"id": "p147.17",
"order": 17,
"type": "text",
"bbox": {
"l": 67.44,
"t": 180.96,
"r": 348.72,
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"text": "[ ] Hydroseed - approved seed mix and material."
},
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"text": "VI - 28",
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Page 148
15 item(s)
JSON
footer (2)
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text (12)
1 · HEADER
2 · TEXT
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
14 · FOOTER
15 · FOOTER
Page 148 JSON
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"text": "[ ] Soil amendment."
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"type": "text",
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"text": "[ ] Plant tablets."
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"text": "[ ] Tree staking and guying - materials, size of material, reference detail."
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"text": "[ ] Mulch."
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"type": "text",
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"text": "[ ] Root Barriers - type, reference detail."
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"type": "text",
"bbox": {
"l": 68.4,
"t": 558.24,
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"text": "[ ] Erosion Control Matting - type, location."
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{
"id": "p148.8",
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"type": "text",
"bbox": {
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"text": "[ ] Mow strips and headers - type, location, reference detail."
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"type": "text",
"bbox": {
"l": 68.16,
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"text": "[ ] Arbor Guards - type, required in turf areas."
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{
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"type": "text",
"bbox": {
"l": 69.36,
"t": 463.2,
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"text": "[ ] Slopes - shall not exceed 3:1, required treatment, level area at toe of slope."
},
{
"id": "p148.11",
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"type": "text",
"bbox": {
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"text": "[ ] Positive drainage."
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{
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"type": "text",
"bbox": {
"l": 70.08,
"t": 400.8,
"r": 546.48,
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"text": "[ ] Detention/retention basin - interior planting (hydroseed and trees), buffer between basin and back of sidewalk."
},
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"id": "p148.13",
"order": 13,
"type": "text",
"bbox": {
"l": 70.8,
"t": 354.24,
"r": 192.96,
"b": 335.28
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"text": "[ ] Planting Notes."
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"text": "VI-29",
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Page 149
7 item(s)
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3 · TEXT
4 · TEXT
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Page 149 JSON
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"text": "LANDSCAPE PLAN CHECK LIST SLOPE EROSION CONTROL",
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"text": "[ ] Temporary Erosion Control - slopes greater than 3' in vertical height and steeper than 4:1."
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"text": "[ ] Erosion control blankets."
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"bbox": {
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"text": "[ ] Ground cover - species, spacing, reference detail"
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"text": "[ ] Trees and Shrubs - species, spacing, reference detail."
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"type": "text",
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"text": "[ ] Irrigation - automatic, backflow device, piping, heads, reference details."
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Page 150
5 item(s)
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"text": "PALMIDALE\nLandscape Assessment District No."
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"text": "Streetscape: ___s.f.\nDetention Basin: ___s.f.\nNo. of Lots: ___"
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"text": "LECEND:\nLandscape Improvement Areas:\nLandscape Easements —\nDetention Basins —"
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Page 151
15 item(s)
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"text": "LANDSCAPE MAINTENANCE ASSESSMENT DISTRICT 89-1\nASSESSMENT OF MAINTENANCE COSTS",
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"text": "Prior to acceptance of any sanitary sewer line by the City, said line shall be inspected internally by television as outlined below at no cost to the City."
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"text": "Defects such as high and low spots, joint separations, offset joints, chipped ends, cracked or damaged pipe, infiltration points and debris in lines shall be corrected at no cost to the City."
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"text": "The Developer will be notified in writing of any deficiencies revealed by the television inspection that will require repair. If corrective work is indicated and Developer wishes to view videotapes, he shall contact the City to set a time for viewing with the Engineer.",
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"text": "Sanitary Sewer plans shall be submitted as a part of the Street Improvement plan submittal package. (See Page IV-4)"
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"text": "[ ] Title area - Tract number, Palmdale number, page number, number of sheets and pages, date, signature and stamp of Engineer, legend of standard plans, City Engineer's signature block, County Sanitation District signature block, Tract number and PC number on right border. Scale 1\" = 40'Horz., 1\" = 4'Vert."
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"text": "[ ] When crossing a railroad, a maintenance agreement between the City and the railroad company is required prior to plan approval."
},
{
"id": "p155.2",
"order": 2,
"type": "text",
"bbox": {
"l": 62.88,
"t": 673.44,
"r": 245.28,
"b": 655.68
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"text": "[ ] *Need applicable statements."
},
{
"id": "p155.3",
"order": 3,
"type": "text",
"bbox": {
"l": 62.4,
"t": 632.64,
"r": 522.24,
"b": 612.48
},
"text": "[ ] Collect charges as indicated - Use when charges are indicated on plan or profile."
},
{
"id": "p155.4",
"order": 4,
"type": "text",
"bbox": {
"l": 62.64,
"t": 608.4,
"r": 478.56,
"b": 589.44
},
"text": "[ ] Double vertical scale - Use when scale on profile is changed to 1\" = 8'."
},
{
"id": "p155.5",
"order": 5,
"type": "text",
"bbox": {
"l": 62.64,
"t": 576.24,
"r": 553.68,
"b": 541.2
},
"text": "[ ] See County Sanitation District for special connection charges - Use in cases as defined by Los Angeles County Sanitation District."
},
{
"id": "p155.6",
"order": 6,
"type": "text",
"bbox": {
"l": 62.88,
"t": 528.24,
"r": 560.4,
"b": 494.16
},
"text": "[ ] No charges for connection - Use when no fee is necessary or that fees were paid as part of another project."
},
{
"id": "p155.7",
"order": 7,
"type": "text",
"bbox": {
"l": 62.64,
"t": 480.72,
"r": 551.04,
"b": 444.96
},
"text": "[ ] Collect ordinance frontage charges - Use when a fee is necessary to lateral a new user to an existing sewer main line that the user didn't participate in constructing."
},
{
"id": "p155.8",
"order": 8,
"type": "text",
"bbox": {
"l": 62.64,
"t": 433.68,
"r": 553.2,
"b": 399.6
},
"text": "[ ] Issue no permits, street must be double lined - Use when a main sewer line is required on both sides of street and only one is available."
},
{
"id": "p155.9",
"order": 9,
"type": "text",
"bbox": {
"l": 104.64,
"t": 327.6,
"r": 484.56,
"b": 309.6
},
"text": "The following signature block is to be shown on page one of the plans:"
},
{
"id": "p155.10",
"order": 10,
"type": "text",
"bbox": {
"l": 168.72,
"t": 295.44,
"r": 440.4,
"b": 238.08
},
"text": "COUNTY OF LOS ANGELES\nDEPARTMENT OF PUBLIC WORKS\nCONSOLIDATED SEWER MAINTENANCE DISTRICT\nREVIEWED FOR MAINTENANCE"
},
{
"id": "p155.11",
"order": 11,
"type": "text",
"bbox": {
"l": 144,
"t": 229.44,
"r": 461.52,
"b": 211.92
},
"text": "REVIEWED BY_____ DATE_____"
},
{
"id": "p155.12",
"order": 12,
"type": "text",
"bbox": {
"l": 157.2,
"t": 156.72,
"r": 451.68,
"b": 128.4
},
"text": "APPROVED: COUNTY SANITATION DISTRICT NO. OF LOS ANGELES COUNTY"
},
{
"id": "p155.13",
"order": 13,
"type": "text",
"bbox": {
"l": 156.96,
"t": 130.56,
"r": 455.04,
"b": 114.96
},
"text": "JAMES F. STAHL - CHIEF ENGINEER AND GENERAL MANAGER"
},
{
"id": "p155.14",
"order": 14,
"type": "text",
"bbox": {
"l": 157.2,
"t": 94.32,
"r": 457.68,
"b": 77.28
},
"text": "BY:___ Date:___"
},
{
"id": "p155.15",
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"type": "text",
"bbox": {
"l": 238.8,
"t": 80.4,
"r": 331.44,
"b": 67.68
},
"text": "OFFICE ENGINEER"
},
{
"id": "p155.16",
"order": 16,
"type": "footer",
"bbox": {
"l": 296.88,
"t": 32.64,
"r": 328.32,
"b": 19.92
},
"text": "VII-4",
"attrs": {
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}
}
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}
}
Page 156
18 item(s)
JSON
figure (1)
footer (2)
formula (1)
heading (1)
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title (1)
1 · FIGURE
2 · TITLE
3 · HEADING
4
5 · TEXT
6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
14 · TEXT
15 · TEXT
16 · TEXT
17 · FOOTER
18 · FOOTER
Page 156 JSON
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{
"id": "p156.1",
"order": 1,
"type": "figure",
"bbox": {
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"t": 719.76,
"r": 41.76,
"b": 690.72
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"text": "",
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{
"id": "p156.2",
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"type": "title",
"bbox": {
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"text": "SEWER IMPROVEMENT PLAN CHECKLIST\nPLAN AND PROFILE SHEET",
"attrs": {
"block_label": "doc_title"
},
"level": 2
},
{
"id": "p156.3",
"order": 3,
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"bbox": {
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"text": "PLAN VIEW: [p156.3.1]",
"attrs": {
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},
"children": [
{
"id": "p156.3.1",
"order": 4,
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"text": "PLAN VIEW: 1' = 40'",
"attrs": {
"latex": "\\text{PLAN VIEW: } 1' = 40'",
"inline": true,
"text_offset": 11,
"text_span": 10,
"bbox_estimated": true,
"alt": "PLAN VIEW: 1' equals 40'",
"mathml": "<math aria-label=\"PLAN VIEW: 1' equals 40'\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mtext>PLAN VIEW: </mtext><msup><mn>1</mn><mi>′</mi></msup><mo>=</mo><msup><mn>40</mn><mi>′</mi></msup></mrow></math>"
}
}
],
"level": 3
},
{
"id": "p156.4",
"order": 5,
"type": "text",
"bbox": {
"l": 69.12,
"t": 621.6,
"r": 479.04,
"b": 600.72
},
"text": "[ ] North arrow (to top or right), plan must be drawn accurately to scale."
},
{
"id": "p156.5",
"order": 6,
"type": "text",
"bbox": {
"l": 69.84,
"t": 590.16,
"r": 557.04,
"b": 553.2
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"text": "[ ] *Existing improvements and utilities shown dashed, limits of construction for existing and new."
},
{
"id": "p156.6",
"order": 7,
"type": "text",
"bbox": {
"l": 68.88,
"t": 542.64,
"r": 561.84,
"b": 506.16
},
"text": "[ ] Street names, street widths with street dimensions and main sewer and water location with reference to street centerline."
},
{
"id": "p156.7",
"order": 8,
"type": "text",
"bbox": {
"l": 68.64,
"t": 495.6,
"r": 439.68,
"b": 475.2
},
"text": "[] Stationing of at least one lot line per block each side of street."
},
{
"id": "p156.8",
"order": 9,
"type": "text",
"bbox": {
"l": 68.64,
"t": 464.16,
"r": 564.96,
"b": 442.08
},
"text": "[ ] Tract boundary, tract number, lot lines and numbers, adjacent tract or parcel numbers"
},
{
"id": "p156.9",
"order": 10,
"type": "text",
"bbox": {
"l": 68.88,
"t": 440.4,
"r": 274.56,
"b": 421.44
},
"text": "[ ] *Pad elevations and lot numbers."
},
{
"id": "p156.10",
"order": 11,
"type": "text",
"bbox": {
"l": 67.92,
"t": 400.08,
"r": 547.44,
"b": 348.72
},
"text": "[] *Stationing of main sewer lines. Low points will be start of stationing and increase with rise of main sewer line. At junction of independently stationed main sewer lines, an equation shall be used to show relation."
},
{
"id": "p156.11",
"order": 12,
"type": "text",
"bbox": {
"l": 67.92,
"t": 329.28,
"r": 438.72,
"b": 308.64
},
"text": "[ ] *Locations of water lines to be per latest design of water plans."
},
{
"id": "p156.12",
"order": 13,
"type": "text",
"bbox": {
"l": 67.92,
"t": 305.28,
"r": 302.88,
"b": 286.08
},
"text": "[ ] *Invert elevations of utility crossings."
},
{
"id": "p156.13",
"order": 14,
"type": "text",
"bbox": {
"l": 68.16,
"t": 280.8,
"r": 382.08,
"b": 261.6
},
"text": "[ ] Lot dimensions and length of curve on curb return."
},
{
"id": "p156.14",
"order": 15,
"type": "text",
"bbox": {
"l": 67.92,
"t": 240.72,
"r": 562.08,
"b": 204.96
},
"text": "[ ] *As-Built stationing of existing main sewer lines, continue to use as-built stationing, if practical."
},
{
"id": "p156.15",
"order": 16,
"type": "text",
"bbox": {
"l": 66.96,
"t": 193.44,
"r": 509.28,
"b": 158.64
},
"text": "[ ] *Reference PC numbers for existing main sewer lines and Sanitation District designation for trunk sewer lines."
},
{
"id": "p156.16",
"order": 17,
"type": "footer",
"bbox": {
"l": 12.48,
"t": 105.84,
"r": 41.28,
"b": 77.04
},
"text": "",
"attrs": {
"block_label": "footer_image"
}
},
{
"id": "p156.17",
"order": 18,
"type": "footer",
"bbox": {
"l": 292.56,
"t": 95.52,
"r": 333.36,
"b": 80.64
},
"text": "VII-5",
"attrs": {
"block_label": "footer"
}
}
],
"excluded_furniture": {
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}
}
Page 157
9 item(s)
JSON
header (1)
text (8)
1 · HEADER
2 · TEXT
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
Page 157 JSON
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"items": [
{
"id": "p157.1",
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"t": 792,
"r": 346.8,
"b": 786.48
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"text": "",
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},
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"type": "text",
"bbox": {
"l": 64.56,
"t": 697.92,
"r": 510.72,
"b": 679.44
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"text": "[ ] Call LA County Sanitation District for methods of joining trunk sewer lines."
},
{
"id": "p157.3",
"order": 3,
"type": "text",
"bbox": {
"l": 65.04,
"t": 673.92,
"r": 244.8,
"b": 654.72
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"text": "[ ] Center plan under profile."
},
{
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"order": 4,
"type": "text",
"bbox": {
"l": 65.76,
"t": 633.6,
"r": 554.64,
"b": 600.24
},
"text": "[ ] Ink all house laterals and wyes on back of sheet. All H.L. to be constructed to R/W line if main line is more than 5 feet from R/W."
},
{
"id": "p157.5",
"order": 5,
"type": "text",
"bbox": {
"l": 65.76,
"t": 586.32,
"r": 563.52,
"b": 552.24
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"text": "[] *Station normal house laterals with respect to connection at main line sewer and at end (at R/W) with respect to main line sewer."
},
{
"id": "p157.6",
"order": 6,
"type": "text",
"bbox": {
"l": 66,
"t": 538.8,
"r": 541.2,
"b": 490.08
},
"text": "[ ] *Design engineer must consult with railroad company for design requirements and permits when a sewer passes under RR tracks. Steel jacking is required per STD. S-37."
},
{
"id": "p157.7",
"order": 7,
"type": "text",
"bbox": {
"l": 66,
"t": 475.68,
"r": 547.92,
"b": 442.32
},
"text": "[ ] Four-inch house laterals may be used in single family subdivisions. Six-inch house laterals to be used in all other cases."
},
{
"id": "p157.8",
"order": 8,
"type": "text",
"bbox": {
"l": 66.24,
"t": 428.88,
"r": 359.52,
"b": 410.4
},
"text": "[ ] Dash facilities when shown elsewhere on plans."
},
{
"id": "p157.9",
"order": 9,
"type": "text",
"bbox": {
"l": 300.96,
"t": 80.64,
"r": 334.32,
"b": 67.2
},
"text": "VII-6",
"attrs": {
"block_label": "number"
}
}
],
"excluded_furniture": {
"first": [],
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}
}
Page 158
19 item(s)
JSON
footer (1)
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text (17)
1 · HEADING
2 · TEXT
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
14 · TEXT
15 · TEXT
16 · TEXT
17 · TEXT
18 · TEXT
19 · FOOTER
Page 158 JSON
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},
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"items": [
{
"id": "p158.1",
"order": 1,
"type": "heading",
"bbox": {
"l": 68.16,
"t": 718.08,
"r": 131.28,
"b": 699.84
},
"text": "PROFILE",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p158.2",
"order": 2,
"type": "text",
"bbox": {
"l": 67.92,
"t": 685.2,
"r": 300.48,
"b": 667.68
},
"text": "[ ] *Note scale, if different than 1\" = 4'."
},
{
"id": "p158.3",
"order": 3,
"type": "text",
"bbox": {
"l": 67.68,
"t": 653.52,
"r": 403.68,
"b": 635.28
},
"text": "[ ] Stationing (every 100') and elevation (every 5') of grid."
},
{
"id": "p158.4",
"order": 4,
"type": "text",
"bbox": {
"l": 67.92,
"t": 621.84,
"r": 452.64,
"b": 603.6
},
"text": "[ ] T.C. grade each side and/or surface over sewer when applicable."
},
{
"id": "p158.5",
"order": 5,
"type": "text",
"bbox": {
"l": 68.16,
"t": 589.92,
"r": 283.92,
"b": 572.4
},
"text": "[ ] Open circle at grade breaks (-0-)."
},
{
"id": "p158.6",
"order": 6,
"type": "text",
"bbox": {
"l": 68.16,
"t": 558.24,
"r": 557.76,
"b": 540.48
},
"text": "[ ] Station and elevation at surface for grade breaks, intersections, change in conditions."
},
{
"id": "p158.7",
"order": 7,
"type": "text",
"bbox": {
"l": 68.4,
"t": 526.8,
"r": 276.72,
"b": 509.28
},
"text": "[ ] Identical points flagged as such."
},
{
"id": "p158.8",
"order": 8,
"type": "text",
"bbox": {
"l": 68.4,
"t": 495.84,
"r": 556.8,
"b": 461.76
},
"text": "[] *Where clearance (from sewer to object) is .5 feet to 1.5 feet, encase per STD. S-23.\nWhere clearance is less than .5 feet, use Ductile iron pipe."
},
{
"id": "p158.9",
"order": 9,
"type": "text",
"bbox": {
"l": 67.92,
"t": 448.56,
"r": 503.76,
"b": 430.32
},
"text": "[] *Chimneys are required where depth of main line sewer is 15 feet or more."
},
{
"id": "p158.10",
"order": 10,
"type": "text",
"bbox": {
"l": 68.16,
"t": 417.12,
"r": 532.32,
"b": 384.48
},
"text": "[ ] Cradling or encasement is required where depth of main line sewer is 20 feet or more."
},
{
"id": "p158.11",
"order": 11,
"type": "text",
"bbox": {
"l": 68.16,
"t": 370.08,
"r": 497.28,
"b": 352.56
},
"text": "[ ] 0.75 feet between outlet elevation and the bottom (base) of MH structure."
},
{
"id": "p158.12",
"order": 12,
"type": "text",
"bbox": {
"l": 67.68,
"t": 339.12,
"r": 419.52,
"b": 321.12
},
"text": "[ ] Sewer grades should be in multiples of 0.40% if practical."
},
{
"id": "p158.13",
"order": 13,
"type": "text",
"bbox": {
"l": 68.16,
"t": 307.68,
"r": 562.8,
"b": 289.2
},
"text": "[ ] Use lettered section designations only when two or more sections appear on one page."
},
{
"id": "p158.14",
"order": 14,
"type": "text",
"bbox": {
"l": 68.16,
"t": 276,
"r": 552.24,
"b": 258.24
},
"text": "[ ] Lower manhole on each view to be shown dashed if shown solid on any other view."
},
{
"id": "p158.15",
"order": 15,
"type": "text",
"bbox": {
"l": 68.16,
"t": 244.8,
"r": 559.92,
"b": 210.24
},
"text": "[ ] *Backwater valves are required when pads serviced by a main sewer line are lower in elevation than the next upstream MH."
},
{
"id": "p158.16",
"order": 16,
"type": "text",
"bbox": {
"l": 67.92,
"t": 197.28,
"r": 533.76,
"b": 164.4
},
"text": "[ ] Avoid use of vertical curves. Minimum length of vertical curve shall be 40 feet. Elevation and station to be shown every 10 feet"
},
{
"id": "p158.17",
"order": 17,
"type": "text",
"bbox": {
"l": 68.4,
"t": 149.76,
"r": 487.44,
"b": 132.24
},
"text": "[ ] House laterals to be constructed with 1/4\" per foot rise to the R/W line."
},
{
"id": "p158.18",
"order": 18,
"type": "text",
"bbox": {
"l": 312.48,
"t": 84.72,
"r": 352.56,
"b": 71.04
},
"text": "VII-7",
"attrs": {
"block_label": "number"
}
},
{
"id": "p158.19",
"order": 19,
"type": "footer",
"bbox": {
"l": 12,
"t": 102.48,
"r": 41.04,
"b": 75.12
},
"text": "",
"attrs": {
"block_label": "footer_image"
}
}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 159
15 item(s)
JSON
footer (1)
text (14)
1 · TEXT
2 · TEXT
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TEXT
8 · TEXT
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
14 · TEXT
15 · FOOTER
Page 159 JSON
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"items": [
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"id": "p159.1",
"order": 1,
"type": "text",
"bbox": {
"l": 64.08,
"t": 714.48,
"r": 522,
"b": 682.8
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"text": "[ ] *Label and flag up (45 degrees) all inlets and outlets unless the required drop is centerline."
},
{
"id": "p159.2",
"order": 2,
"type": "text",
"bbox": {
"l": 64.32,
"t": 667.68,
"r": 502.8,
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"text": "[] *Main sewer line or house laterals must be encased where less than four feet of cover to subbase in street is available. Ink on back of sheet."
},
{
"id": "p159.3",
"order": 3,
"type": "text",
"bbox": {
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"t": 620.16,
"r": 521.76,
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"text": "[ ] In local streets, main line sewers should be located 5 feet northerly or easterly of the street centerline."
},
{
"id": "p159.4",
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"type": "text",
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"text": "[ ] Minimum distance between center of manhole and curb line is 6 feet."
},
{
"id": "p159.5",
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"type": "text",
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"text": "[ ] City boundary line to be shown as dash-double dot lines. ___"
},
{
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"type": "text",
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"text": "[ ] *Maximum manhole distance to be 350 feet."
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"text": "[] * Horizontal curve table with delta, radius, length of curve, and tangent consecutively labeled. Horizontal curve data shall be identified by a number in a circle and shall be consistent throughout the set of plans. Only one curve of any kind allowed between manholes. Minimum radius for 8\" sewer is 150 feet. Maximum delta is 60 degrees."
},
{
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"type": "text",
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"text": "[ ] Call out curb lines, utilities and substructures, street centerline, H.L., wyes, encasements, cradles, chimneys, shallow manholes, stubs, plugs, BC and EC, easements, future construction, identical points, direction of flow, size of sewers, R/W."
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"type": "text",
"bbox": {
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"text": "[ ] Call out page references to match lines."
},
{
"id": "p159.10",
"order": 10,
"type": "text",
"bbox": {
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"r": 510.24,
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"text": "[ ] *Elevation of MH tops required in areas of new paving. MH tops in existing paving to meet grade. MH tops in undeveloped areas to be 6\" above grade."
},
{
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"type": "text",
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"text": "[ ] *For required drops through manholes see STD. S-C5."
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"text": "[ ] For main line sewers with less than 7 feet of cover, coordinate with Sewer Maintenance."
},
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"type": "text",
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"text": "[ ] *Review comments from Sewer Maintenance required for thorough check."
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"type": "text",
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"text": "VII-8",
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17 · HEADING
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20
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22 · TEXT
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"text": "CITY OF PALMDALE\n38250 Sierra Highway\nPalmdale, California 93550\n(661) 267-5272",
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"text": "Please make the corrections shown on the attached check prints and return the following circled items."
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"text": "COPY OF FIELD NOTES showing: Existing manhole ties, invert elevations, surface over sewer and topography.",
"marker": "2."
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"text": "PROVIDE SANITARY SEWER AREA DESIGN CALCS. With engineers seal and signature.",
"marker": "3."
},
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"type": "list_item",
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"text": "UNDERGROUND LETTER: Complete, sign, seal and return (Contacting utility companies by phone is okay).",
"marker": "4."
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"text": "PARTICIPATION LETTER: Complete and return. (The description of the property should be as simple as possible, for example: \"Tract 40000.\")",
"marker": "5."
},
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"text": "SUBMIT ORIGINAL MYLAR AND ONE SET OF CORRECTED PRINTS, after bonds have been posted.",
"marker": "6."
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"text": "PROVIDE PROOF OF RECORDED EASEMENT FOR SANITARY SEWERS, as shown on plan, page ___.",
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"text": "SEWER MAINTENANCE REVIEW AND FEE AMOUNT. Contact Norman Cortez at (626) 300 3388. Copy of receipt required.",
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"text": "8 1/2' x 11\" VELLUM OF INDEX MAP. Scale 1\" = 600'.\n1st 2nd 3rd check _____ _____",
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"text": "The following is a full and complete list of all abutting properties which have contributed to the cost of construction of the sewer system constructed under Palmdale Private Contract No. ___."
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"text": "NOTE: Properties connecting to public sewers constructed at no cost to the abutting property may be made subject to charges as prescribed by Section 5204, 5204.1 and 5204.2 of Ordinance 6130 as amended."
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"text": "I have made a search of the available records as well as a physical inspection of the site and all water wells found within 200 feet of the sewers, if any, are shown on the plans."
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"text": "ELEVATIONS ARE TO FEET ABOVE U.S.C. & G.S. SEA LEVEL DATUM OF 1929, USING ADJUSTMENT SHOWN.",
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"text": "GRADES TO WHICH THIS SEWER IS TO BE CONSTRUCTED ARE SHOWN ON PLANS AND PROFILES. GRADE POINTS FOR TOP OF CURBS, CENTERLINE OF STREETS, OR CENTERLINE OF ALLEYS ARE SHOWN BY CIRCLES ON PROFILES. AT ALL POINTS BETWEEN DESIGNATED POINTS THE GRADE SHALL BE ESTABLISHED SO AS TO CONFORM TO A STRAIGHT LINE DRAWN BETWEEN SAID DESIGNATED POINTS.",
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"text": "THE PRIVATE ENGINEER SHALL FURNISH THE CITY ENGINEER WITH GRADE SHEETS AND STATIONING FOR ALL HOUSE LATERALS AND \"Y\" OR \"T\" BRANCHES AND SHALL PROVIDE STAKES FOR THEM AT THEIR PROPER LOCATIONS WITH STATIONING PLAINLY MARKED. ALL HOUSE LATERALS SHALL BE CONSTRUCTED IN A STRAIGHT ALIGNMENT AT RIGHT ANGLES FROM THE MAIN LINE SEWER EXCEPT AS SHOWN ON THE PLANS. HOUSE LATERALS FROM CHIMNEYS SHALL NOT HAVE AN ANGLE OF LESS THAN WI[p163.3.5.2]TH THE MAIN LINE SEWER. ANY CHANGE IN ALIGNMENT SHALL BE REQUESTED IN WRITING BY THE PRIVATE ENGINEER.",
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"text": "BEFORE WORK CAN BE STARTED, THE CONTRACTOR MUST OBTAIN A PERMIT TO EXCAVATE IN CITY STREETS FROM THE CITY ENGINEER, 38250 SIERRA HIGHWAY, AND PAY A FEE TO THE CITY OF PALMDALE TO COVER THE COST OF CONSTRUCTION INSPECTION AND RECORD PLANS.",
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"text": "APPROVAL OF THIS PLAN BY THE CITY ENGINEER DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR THE EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL PAGES.",
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"text": "IF WORK IS TO BE DONE ON A STATE HIGHWAY, A PERMIT MUST BE OBTAINED FROM THE STATE OF CALIFORNIA, DIVISION OF HIGHWAYS, 120 SOUTH SPRING STREET, LOS ANGELES, CA.",
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"text": "THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPENCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY ENGINEER.",
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"text": "NO CONNECTION FOR THE DISPOSAL OF INDUSTRIAL WASTES SHALL BE MADE TO SEWERS SHOWN ON THESE PLANS UNTIL A PERMIT FOR INDUSTRIAL WASTEWATER DISCHARGE HAS BEEN ISSUED BY THE COUNTY SANITATION DISTRICT OF LOS ANGELES COUNTY.",
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"text": "BEDDING MATERIAL SHALL BE IN ACCORDANCE WITH LA COUNTY STANDARD PLANS 2021-0 AND 3080-1, AND SHALL BE IN FULL COMPLIANCE WITH SECTION 306-1.2.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CONCRETE ENCASEMENT PER LA COUNTY STANDARD PLAN 2023-1, CASE II, SHALL BE REQUIRED WHEN THE SEWER HAS LESS THAN FOUR FEET OF COVER, AND CONCRETE ENCASEMENT, CASE IV, AND CONCRETE BACKFILL PER LA COUNTY STANDARD PLAN 3080-1, SHALL BE REQUIRED WHEN THE SEWER HAS LESS THAN ONE AND ONE HALF FEET OF COVER. IN NO CASE SHALL SEWER HAVE LESS THAN ONE FOOT OF COVER.",
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"text": "BACKFILL TRENCH, PER STANDARD SPECIFICATIONS SECTION 306-1.3, AND REPLACE OTHER EARTH REMOVED SO AS TO ACHIEVE THE NATURAL OR FINISH GRADES AND SLOPES REQUIRED AND APPROVED FOR THIS PROJECT BY THE CITY ENGINEER.",
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"text": "ALL BACKFILL EARTH REPLACED SHALL BE COMPACTED TO A MIN. OF 90% OF MAXIMUM DENSITY PER ASTM D 698-57T, AS MODIFIED. ACCEPTABLE CERTIFICATION OF COMPACTION SHALL BE SUBMITTED TO THE CITY ENGINEER, PRIOR TO THE ISSUANCE OF A CERTIFICATE OF PARTIAL ACCEPTANCE.",
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"text": "BACKFILL TRENCH AND REPAIR PAVEMENT PER STANDARD SPECIFICATIONS SPECTION 306-1.3 AND CITY OF PALMDALE STANDARD NO. M-6.1 AND M-6.2, AS APPLICABLE, WITHIN CITY OF PALMDALE JURISDICTION SO AS TO ACHIEVE THE EXISTING OR PROPOSED GRADES REQUIRED AND APPROVED FOR THIS PROJECT BY THE CITY ENGINEER.",
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"text": "ALL SADDLE CONNECTIONS TO CITY OWNED MAINLINE SEWER ARE TO BE PERFORMED BY LA COUNTY DEPARTMENT OF PUBLIC WORKS SEWER MAINTENANCE UNLESS SAID DEPARTMENT HAS APPROVED SAID CONNECTIONS TO BE PERFORMED BY CONTRACTOR. CONTRACTOR SHALL NOTIFY SEWER MAINTENANCE 48 HOURS PRIOR TO REQUIRING CONNECTIONS.",
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"text": "The existence and location of any underground utility pipes or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on this plan. The Contractor is required to take due precautionary measures to protect the utility lines and any other lines not shown on this plan. Prior to excavation, the Contractor shall call 1-800-422-4144 for the underground location of utility lines. The contractor shall also call the applicable utility companies to verify the locations."
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Page 171
5 item(s)
JSON
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1 · HEADER
2 · TEXT
3 · TEXT
4 · TEXT
5 · FOOTER
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"text": "All A Relatement Aftering the $ z \\in \\mathbb{Z}^{n} $ 10ag. WWM May Be Substituted.",
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Page 207
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Page 213
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Page 214
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1 · TEXT
2 · LIST
3
4
5
6
7 · TEXT
8 · TEXT
9 · TEXT
10 · TEXT
11 · TEXT
12 · TEXT
13 · TEXT
14 · TEXT
15 · LIST
16
17
18
19
20
21 · TEXT
22 · TEXT
23 · HEADING
24 · HEADING
25 · TEXT
26 · TEXT
27 · FOOTER
Page 232 JSON
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"text": "1. Type of Drawing, and the City of Palmdale Control Number.\nST=Street, GD=Grading, SD=Storm Drain, etc. Shown like ST. 89-102. The 89, is the year. The 102 is a control number. Note both numbers are issued by the City of Palmdale"
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"text": "Tract Number or S.P.R.C. Number",
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"text": "Sheet ___ of ___.",
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"text": "4.) Title of Drawing: Note what is on the subject sheet only."
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"text": "Approved By: (City Engineer) With Date: Note this approval block is to be on the cover sheet only."
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"text": "Revision Block: Use Los Angeles County Department of Public Works Revision Block as Standard."
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"text": "Scale: Note for subject sheet only. Not details."
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"text": "Design Engineer's Block. Containing *Prepared Under the Supervision of* and stamp or seal and signature."
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"text": "General Notes, with the private Engineer's Notice to Contractor and private Engineer's Statement of Responsibility."
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"text": "12. Vicinity map with Major Street Names, City limits; north arrow toward top of sheet."
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"text": "Bench Mark: County of Los Angeles, Paimdale Quad. Elevation, location, benchmark, number, description, and adjustment date. Legend and symbols may be placed in this area also."
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"text": "Key Map containing scale, bar scale, north arrow, street names, key to sheet numbers.",
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"text": "15 Construction Notes."
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"text": "Approved Colin Mundred\nCity Engineer\nDate\nStd. No.\nM-7.2"
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Page 233
36 item(s)
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1 · TABLE
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11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36 · FOOTER
Page 233 JSON
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"text": "[F47]\\n[F25]",
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Page 234
13 item(s)
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1 · HEADER
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Page 235
12 item(s)
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Page 235 JSON
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Page 236
41 item(s)
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39
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41
Page 236 JSON
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Page 237
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11
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39 · TEXT
40 · TEXT
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"text": "2. CASTINGS ARE TO BE DIPPED IN BLACK HITUMINOUS PAINT.",
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"text": "3. BOX AND LTD HEARING SURFACES MACHINED TO CLOSE QUIET FIT.",
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"text": "4. CASTINGS MAY BE AVAILABLE FROM ALHAMERA FOUNDERY CO., LONG BEACH IRON WORKS, INC., OR EQUAL"
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"text": "APPROVED: CTY ENGINEER"
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}
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Page 242 JSON
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{
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},
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{
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{
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{
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{
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{
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{
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{
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},
{
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{
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{
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{
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{
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{
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{
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{
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},
{
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{
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},
{
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},
{
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{
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{
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{
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{
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{
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{
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},
{
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"text": "Chamaerops humilis",
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},
{
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},
{
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{
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"type": "table_cell",
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"text": "Trachycarpus fortunei",
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},
{
"id": "p243.2.59",
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"type": "table_cell",
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"text": "Fortune Windmill Palm",
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},
{
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{
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"type": "table_cell",
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"text": "Washingtonia filifera",
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},
{
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},
{
"id": "p243.2.63",
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},
{
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"text": "Baja Fairy Duster",
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},
{
"id": "p245.2.12",
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"text": "evergreen",
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},
{
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"type": "table_cell",
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"text": "Cassia artemisiodes",
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"col": 0,
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},
{
"id": "p245.2.14",
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},
{
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},
{
"id": "p245.2.16",
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"l": 120.72,
"t": 622.0103,
"r": 214.96,
"b": 602.5084
},
"text": "Cassia nemophila",
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"row": 5,
"col": 0,
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}
},
{
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"type": "table_cell",
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"text": "Desert Cassia",
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"row": 5,
"col": 1,
"rowspan": 1,
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}
},
{
"id": "p245.2.18",
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"type": "table_cell",
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"l": 309.2,
"t": 622.0103,
"r": 403.44,
"b": 602.5084
},
"text": "varies",
"attrs": {
"row": 5,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.19",
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"type": "table_cell",
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"t": 602.5084,
"r": 214.96,
"b": 583.0065
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"text": "Cercis occidentalis",
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"row": 6,
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}
},
{
"id": "p245.2.20",
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"type": "table_cell",
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"l": 214.96,
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"r": 309.2,
"b": 583.0065
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"text": "Western Redbud",
"attrs": {
"row": 6,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.21",
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"type": "table_cell",
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"l": 309.2,
"t": 602.5084,
"r": 403.44,
"b": 583.0065
},
"text": "deciduous",
"attrs": {
"row": 6,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.22",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 583.0065,
"r": 214.96,
"b": 563.5045
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"text": "Chaenomeles japonica",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
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}
},
{
"id": "p245.2.23",
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"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 583.0065,
"r": 309.2,
"b": 563.5045
},
"text": "Flowering Quince",
"attrs": {
"row": 7,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.24",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 583.0065,
"r": 403.44,
"b": 563.5045
},
"text": "deciduous",
"attrs": {
"row": 7,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.25",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 563.5045,
"r": 214.96,
"b": 544.0026
},
"text": "Chilopsis linearis",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.26",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 563.5045,
"r": 309.2,
"b": 544.0026
},
"text": "Desert Willow",
"attrs": {
"row": 8,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.27",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 563.5045,
"r": 403.44,
"b": 544.0026
},
"text": "deciduous",
"attrs": {
"row": 8,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.28",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 544.0026,
"r": 214.96,
"b": 524.5006
},
"text": "Cistus sp.",
"attrs": {
"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.29",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 544.0026,
"r": 309.2,
"b": 524.5006
},
"text": "Rockrose",
"attrs": {
"row": 9,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.30",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 544.0026,
"r": 403.44,
"b": 524.5006
},
"text": "evergreen",
"attrs": {
"row": 9,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.31",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 524.5006,
"r": 214.96,
"b": 504.9987
},
"text": "Cordia sp.",
"attrs": {
"row": 10,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.32",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 524.5006,
"r": 309.2,
"b": 504.9987
},
"text": "Cordia",
"attrs": {
"row": 10,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.33",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 524.5006,
"r": 403.44,
"b": 504.9987
},
"text": "evergreen",
"attrs": {
"row": 10,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.34",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 504.9987,
"r": 214.96,
"b": 485.4968
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"text": "Cotinus coggygria",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.35",
"order": 37,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 504.9987,
"r": 309.2,
"b": 485.4968
},
"text": "Smoke Bush",
"attrs": {
"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.36",
"order": 38,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 504.9987,
"r": 403.44,
"b": 485.4968
},
"text": "deciduous",
"attrs": {
"row": 11,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.37",
"order": 39,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 485.4968,
"r": 214.96,
"b": 465.9948
},
"text": "Cotoneaster sp.",
"attrs": {
"row": 12,
"col": 0,
"rowspan": 1,
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}
},
{
"id": "p245.2.38",
"order": 40,
"type": "table_cell",
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"l": 214.96,
"t": 485.4968,
"r": 309.2,
"b": 465.9948
},
"text": "Cotoneaster",
"attrs": {
"row": 12,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.39",
"order": 41,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 485.4968,
"r": 403.44,
"b": 465.9948
},
"text": "Varies",
"attrs": {
"row": 12,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.40",
"order": 42,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 465.9948,
"r": 214.96,
"b": 446.4929
},
"text": "Cowania mexicana",
"attrs": {
"row": 13,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.41",
"order": 43,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 465.9948,
"r": 309.2,
"b": 446.4929
},
"text": "Cliff Rose",
"attrs": {
"row": 13,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.42",
"order": 44,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 465.9948,
"r": 403.44,
"b": 446.4929
},
"text": "evergreen",
"attrs": {
"row": 13,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.43",
"order": 45,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 446.4929,
"r": 214.96,
"b": 426.991
},
"text": "Dalea frutescens",
"attrs": {
"row": 14,
"col": 0,
"rowspan": 1,
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}
},
{
"id": "p245.2.44",
"order": 46,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 446.4929,
"r": 309.2,
"b": 426.991
},
"text": "Black Dalea",
"attrs": {
"row": 14,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.45",
"order": 47,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 446.4929,
"r": 403.44,
"b": 426.991
},
"text": "evergreen",
"attrs": {
"row": 14,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.46",
"order": 48,
"type": "table_cell",
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"l": 120.72,
"t": 426.991,
"r": 214.96,
"b": 407.489
},
"text": "Dalea greggii",
"attrs": {
"row": 15,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.47",
"order": 49,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 426.991,
"r": 309.2,
"b": 407.489
},
"text": "Trailing Indigo Bush",
"attrs": {
"row": 15,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.48",
"order": 50,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 426.991,
"r": 403.44,
"b": 407.489
},
"text": "evergreen",
"attrs": {
"row": 15,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.49",
"order": 51,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 407.489,
"r": 214.96,
"b": 387.9871
},
"text": "Dalea pulchra",
"attrs": {
"row": 16,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.50",
"order": 52,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 407.489,
"r": 309.2,
"b": 387.9871
},
"text": "Indigo Bush",
"attrs": {
"row": 16,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.51",
"order": 53,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 407.489,
"r": 403.44,
"b": 387.9871
},
"text": "evergreen",
"attrs": {
"row": 16,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.52",
"order": 54,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 387.9871,
"r": 214.96,
"b": 368.4852
},
"text": "Eleagnus pungens",
"attrs": {
"row": 17,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.53",
"order": 55,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 387.9871,
"r": 309.2,
"b": 368.4852
},
"text": "Silverberry",
"attrs": {
"row": 17,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.54",
"order": 56,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 387.9871,
"r": 403.44,
"b": 368.4852
},
"text": "evergreen",
"attrs": {
"row": 17,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.55",
"order": 57,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 368.4852,
"r": 214.96,
"b": 348.9832
},
"text": "Encellia farinosa",
"attrs": {
"row": 18,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.56",
"order": 58,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 368.4852,
"r": 309.2,
"b": 348.9832
},
"text": "Desert Encellia",
"attrs": {
"row": 18,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.57",
"order": 59,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 368.4852,
"r": 403.44,
"b": 348.9832
},
"text": "evergreen",
"attrs": {
"row": 18,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.58",
"order": 60,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 348.9832,
"r": 214.96,
"b": 329.4813
},
"text": "Euonymus sp.",
"attrs": {
"row": 19,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.59",
"order": 61,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 348.9832,
"r": 309.2,
"b": 329.4813
},
"text": "Evergreen Euonymus",
"attrs": {
"row": 19,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.60",
"order": 62,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 348.9832,
"r": 403.44,
"b": 329.4813
},
"text": "Varies",
"attrs": {
"row": 19,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.61",
"order": 63,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 329.4813,
"r": 214.96,
"b": 309.9794
},
"text": "Fallugia paradoxa",
"attrs": {
"row": 20,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.62",
"order": 64,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 329.4813,
"r": 309.2,
"b": 309.9794
},
"text": "Apache Plume",
"attrs": {
"row": 20,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.63",
"order": 65,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 329.4813,
"r": 403.44,
"b": 309.9794
},
"text": "evergreen",
"attrs": {
"row": 20,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.64",
"order": 66,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 309.9794,
"r": 214.96,
"b": 290.4774
},
"text": "Feijoa selloana",
"attrs": {
"row": 21,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.65",
"order": 67,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 309.9794,
"r": 309.2,
"b": 290.4774
},
"text": "Pineapple Guava",
"attrs": {
"row": 21,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.66",
"order": 68,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 309.9794,
"r": 403.44,
"b": 290.4774
},
"text": "evergreen",
"attrs": {
"row": 21,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.67",
"order": 69,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 290.4774,
"r": 214.96,
"b": 270.9755
},
"text": "Forsythia intermedia",
"attrs": {
"row": 22,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.68",
"order": 70,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 290.4774,
"r": 309.2,
"b": 270.9755
},
"text": "Forsythia",
"attrs": {
"row": 22,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.69",
"order": 71,
"type": "table_cell",
"bbox": {
"l": 309.2,
"t": 290.4774,
"r": 403.44,
"b": 270.9755
},
"text": "deciduous",
"attrs": {
"row": 22,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.70",
"order": 72,
"type": "table_cell",
"bbox": {
"l": 120.72,
"t": 270.9755,
"r": 214.96,
"b": 251.4735
},
"text": "Heteromeles arbutifolia",
"attrs": {
"row": 23,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p245.2.71",
"order": 73,
"type": "table_cell",
"bbox": {
"l": 214.96,
"t": 270.9755,
"r": 309.2,
"b": 251.4735
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"text": "Toyon",
"attrs": {
"row": 23,
"col": 1,
"rowspan": 1,
"colspan": 1
}
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{
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{
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},
{
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},
{
"id": "p248.2.16",
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"type": "table_cell",
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},
{
"id": "p248.2.17",
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},
{
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{
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},
{
"id": "p248.2.20",
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},
{
"id": "p248.2.21",
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},
{
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"b": 563.9446
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"text": "Quercus kellogii",
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},
{
"id": "p248.2.23",
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},
{
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"rowspan": 1,
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},
{
"id": "p248.2.25",
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"type": "table_cell",
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"r": 172.4,
"b": 543.5077
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"text": "Robinia ambigua \"Idahoensis\"",
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"row": 8,
"col": 0,
"rowspan": 1,
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},
{
"id": "p248.2.26",
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"type": "table_cell",
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"b": 543.5077
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"text": "Idaho Flowering Locust",
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"row": 8,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.2.27",
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"type": "table_cell",
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{
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"type": "table_cell",
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"b": 523.0708
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"row": 9,
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},
{
"id": "p248.2.29",
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"type": "table_cell",
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"text": "Giant Sequoia",
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"rowspan": 1,
"colspan": 1
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},
{
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{
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"text": "Sophora japonica",
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"row": 10,
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},
{
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"type": "table_cell",
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"text": "Japanese Pagoda Tree",
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{
"id": "p248.2.33",
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{
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"type": "table_cell",
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},
{
"id": "p248.2.35",
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"type": "table_cell",
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}
},
{
"id": "p248.2.36",
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},
{
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"type": "table_cell",
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"text": "Zelkova serrata",
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},
{
"id": "p248.2.38",
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"text": "Sawleaf Zelkova",
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},
{
"id": "p248.2.39",
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"type": "table_cell",
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{
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"text": "Plant Type vine",
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"level": 3
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{
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},
{
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{
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"type": "table_cell",
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},
{
"id": "p248.4.6",
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{
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"text": "Campsis tagliabuana \"Madam\"",
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},
{
"id": "p248.4.8",
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"text": "Trumpet Creeper",
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},
{
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},
{
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"type": "table_cell",
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"text": "Euonymus fortunei radicans",
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},
{
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"text": "Winter Creeper",
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},
{
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"text": "evergreen",
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},
{
"id": "p248.4.13",
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"type": "table_cell",
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"text": "Gelsemium sempervirens",
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"row": 4,
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},
{
"id": "p248.4.14",
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"type": "table_cell",
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"text": "Carolina Jessamine",
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"row": 4,
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},
{
"id": "p248.4.15",
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"type": "table_cell",
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"text": "evergreen",
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},
{
"id": "p248.4.16",
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"type": "table_cell",
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"text": "Jasminum mesneyi",
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"row": 5,
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},
{
"id": "p248.4.17",
"order": 60,
"type": "table_cell",
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"b": 325.68
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"text": "Primrose Jasmine",
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"row": 5,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.18",
"order": 61,
"type": "table_cell",
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"b": 325.68
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"text": "evergreen",
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},
{
"id": "p248.4.19",
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"type": "table_cell",
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"r": 251.76,
"b": 306.16
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"text": "Lonicera sp.",
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"row": 6,
"col": 0,
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"colspan": 1
}
},
{
"id": "p248.4.20",
"order": 63,
"type": "table_cell",
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"b": 306.16
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"text": "Honeysuckle",
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}
},
{
"id": "p248.4.21",
"order": 64,
"type": "table_cell",
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"text": "varies",
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}
},
{
"id": "p248.4.22",
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"type": "table_cell",
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"text": "Macfadyena unguis-cati",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
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}
},
{
"id": "p248.4.23",
"order": 66,
"type": "table_cell",
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"r": 376.56,
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"text": "Catclaw Vine",
"attrs": {
"row": 7,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.24",
"order": 67,
"type": "table_cell",
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"t": 306.16,
"r": 501.36,
"b": 286.64
},
"text": "partially Deciduous",
"attrs": {
"row": 7,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.25",
"order": 68,
"type": "table_cell",
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"l": 126.96,
"t": 286.64,
"r": 251.76,
"b": 267.12
},
"text": "Parthenocissus tricuspidata",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.26",
"order": 69,
"type": "table_cell",
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"l": 251.76,
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"r": 376.56,
"b": 267.12
},
"text": "Boston Ivy",
"attrs": {
"row": 8,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.27",
"order": 70,
"type": "table_cell",
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"t": 286.64,
"r": 501.36,
"b": 267.12
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"text": "evergreen",
"attrs": {
"row": 8,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.28",
"order": 71,
"type": "table_cell",
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"b": 247.6
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"text": "Polygonum aubertii",
"attrs": {
"row": 9,
"col": 0,
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}
},
{
"id": "p248.4.29",
"order": 72,
"type": "table_cell",
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"t": 267.12,
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"b": 247.6
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"text": "Silver Lace Vine",
"attrs": {
"row": 9,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.30",
"order": 73,
"type": "table_cell",
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"text": "deciduous",
"attrs": {
"row": 9,
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"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.31",
"order": 74,
"type": "table_cell",
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"b": 228.08
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"text": "Rosa banksiae",
"attrs": {
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}
},
{
"id": "p248.4.32",
"order": 75,
"type": "table_cell",
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"b": 228.08
},
"text": "Lady Bank's Rose",
"attrs": {
"row": 10,
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"rowspan": 1,
"colspan": 1
}
},
{
"id": "p248.4.33",
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"type": "table_cell",
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"b": 228.08
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"text": "evergreen",
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}
},
{
"id": "p248.4.34",
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"type": "table_cell",
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