DOCSLIB.ORG

Earth Moving

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Earth Moving November 30, 2016 Lowell NHP Bus Parking Area Nobis JN 90160.00 Revised: March 3, 2017 SECTION 312000 - EARTH MOVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavating and filling for rough grading the Site. 2. Preparing subgrades for pavements, and turf and grasses. 3. Base course and subbase course for asphalt paving. 4. Excavating and backfilling trenches for utilities. 1.2 DEFINITIONS A. Backfill: Soil material used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. B. Bedding Course: Aggregate layer placed over the excavated subgrade in a trench before laying pipe. C. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill. D. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. 1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Engineer. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be without additional compensation. E. Fill: Soil materials used to raise existing grades. F. Structures: Underground structures and curbs. G. Subbase Course: Aggregate layer placed between the subgrade and hot-mix asphalt pavement base course. EARTH MOVING 312000 - 1 November 30, 2016 Lowell NHP Bus Parking Area Nobis JN 90160.00 Revised: March 3, 2017 H. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, drainage course, or topsoil materials. I. Utilities: On-site underground pipes and conduits. 1.3 INFORMATIONAL SUBMITTALS A. Material test reports. B. Sieve Analysis. C. Compaction test report. 1.4 FIELD CONDITIONS A. Utility Locator Service: Notify utility locator service for area where Project is located before beginning earth-moving operations. B. Do not commence earth-moving operations until plant-protection measures and erosion control measures are in place. 1.5 DRAINAGE AND DEWATERING A. The contractor shall provide, at his own expense, adequate pumping and drainage facilities to keep excavated area sufficiently dry from groundwater and/or surface runoff so as not to adversely affect construction procedures or cause excessive disturbance of underlying natural ground or excavation bottom. B. The contractor shall grade and ditch the site as necessary to direct surface runoff away from open excavations and subgrade surfaces. Positive drainage (minimum 1.0% slope) shall be maintained at all times. C. Water from trenches and excavations shall be disposed of in such manner as will not cause injury to public health nor to public or private property, nor to existing work, nor to the work completed or in progress, nor to the surface of roads, walks, and streets, nor cause any interference with the use of the same by the public. The method of disposal of pump effluent shall not cause erosion or siltation. D. Under no circumstances place fill, or install piping and appurtenances in excavations containing free water. E. There shall be sufficient pumping equipment, in good working order, available at all times to remove water. EARTH MOVING 312000 - 2 November 30, 2016 Lowell NHP Bus Parking Area Nobis JN 90160.00 Revised: March 3, 2017 F. Where, in opinion of the testing laboratory, pumping of excavations is not effective in maintaining a dry firm subgrade, other dewatering methods acceptable to the testing Laboratory, shall be employed. This may include the use of well points or deep well dewatering. 1.6 FROST PROTECTION A. Do not excavate to subgrade when freezing temperatures may be expected. B. Frozen material shall not be placed as fill or backfill. 1.7 SHORING AND SHEETING A. Provide shoring, sheeting and/or bracing at excavations, as required, to prevent collapse of earth at side of excavations in accordance with local, state and federal regulations. B. Remove sheeting and shoring and the like, as backfilling operation progress, taking all necessary precautions to prevent collapse of excavation sides. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Subbase Course: Shall conform to MassDOT M2.01.7 Dense Graded Crushed Stone for Subbase C. Bedding Sand: Shall conform to MassDOT M1.04.1 Sand Borrow, or pipe manufacturer’s recommendations. D. ¾ Inch Crushed Stone: Shall conform to MassDOT M2.01.4. E. 1 ½ inch Crushed Stone: Shall conform to MassDOT M2.01.1. 2.2 BACKFILL MATERIAL A. On Site material for use in compacted backfill shall be natural, inorganic, granular soil, taken from areas of excavation after stripping of topsoil and removal of unsuitable material. On site material may only be used as backfill in landscaped areas. B. Material containing organic matter, topsoil, organic silt, peat, or soft or frost susceptible soil is unsuitable for any of the following uses: 1. Backfill beneath pavement and within 5 ft. of subgrade EARTH MOVING 312000 - 3 November 30, 2016 Lowell NHP Bus Parking Area Nobis JN 90160.00 Revised: March 3, 2017 2. Bearing strata material 3. Bedding C. Backfill materials shall be free from rock greater than 8 in. in diameter or length, having largest dimension greater than ¾ lift thickness, or greater than ½ cf in volume, and foreign matter, such as construction debris, trash, wood, roots, leaves, sod, organic matter, or soft clay and silt. Backfill shall be clean, non-organic material, of non-swelling character, capable of being readily compacted to form a solid, stable embankment. Material containing ice or frozen lumps shall not be employed. D. Backfill material shall be well graded within the specified limits. Gradation of materials shall be determined in accordance with ASTM C 136. 1. Granular Fill (for over-excavation) shall be sand-gravel mixture, graded within the following limits: Sieve Size % Passing by Weight 1 – ½ in. 100 No. 4 20-60 No. 40 10-35 No. 200 0-8 2. ¾ inch Crushed Stone (for utilities) shall be gravel, crushed quarry rock or crushed gravel, from off-site source graded within the following limits: Sieve Size % Passing by Weight 1 in. 100 ¾ in. 90-100 3/8 in. 20-55 No. 4 0-10 No. 8 0-5 3. 1 ½” inch Crushed Stone (for access drive) shall be gravel, crushed quarry rock or crushed gravel, from off-site source graded within the following limits: Sieve Size % Passing by Weight 2 in. 100 1 1/2 in. 95-100 1 in. 35-70 ¾ in. 0-25 EARTH MOVING 312000 - 4 November 30, 2016 Lowell NHP Bus Parking Area Nobis JN 90160.00 Revised: March 3, 2017 4. Common Fill (in Landscape areas) shall be bankrun sand, gravel, or mixture thereof graded within the following limits. Sieve Size % Passing by Weight 6 in. 100 No. 4 30-95 No. 200 0-15 5. Dense-graded Crushed Stone (for Subbase) shall consist of inert material that is hard, durable stone and coarse sand, free from loam and clay, surface coating and deleterious material. Gradation requirement for gravel shall be determined by MassDOT M2.01.7 and shall conform to the following limits. Sieve Size % Passing by Weight 2 in. 100 1- 1/2 in. 70-100 ¾ in. 50-85 No. 4 30-55 No. 50 8-24 No. 200 3-10 PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth-moving operations. B. Protect and maintain erosion and sedimentation controls during earth-moving operations. C. Protect subgrade soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials. 3.2 EXCAVATION, GENERAL A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. EARTH MOVING 312000 - 5 November 30, 2016 Lowell NHP Bus Parking Area Nobis JN 90160.00 Revised: March 3, 2017 3.3 EXCAVATION FOR PAVEMENTS A. Excavate surfaces under pavements to indicated lines, cross sections, elevations, and subgrades. B. Subgrades should be cleared of asphalt, vegetation, stump and debris and grubbed, and any loose, wet, organic, or other unsuitable materials should be removed and replaced with compacted Processed Gravel or Reclaimed Pavement Borrow Material. After clearing and removal of unsuitable materials the subgrade should be proof-rolled. C. Backfill should not be placed over a subgrade with standing water or that is frozen. Standing water, if any, should be removed and any soft and yielding soil should be removed and allowed to dry prior to backfill placement. If the subgrade is frozen it should be thawed and recompacted prior to placement of backfill. D. Proof-rolling shall consist of at least 6 passes of 10 ton vibrating drum compactor. Any soft or loose zones or rutting identified by the proof-rolling shall be evaluated by excavation and replaced with compacted Processed Gravel or Reclaimed Pavement Borrow Material, as necessary. 3.4 EXCAVATION FOR UTILITY TRENCHES A. Excavate trenches to indicated gradients, lines, depths, and elevations. B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of pipe or conduit unless otherwise indicated.
Load more

Recommended publications
  • City Park Phase II Project Manual
    CITY PARK IMPROVEMENTS – PHASE II PROJECT MANUAL ISSUE DATE: 14 APRIL 2020 BID CLOSING DATE 6 MAY 2020 – AND TIME: 2:00 p.m. PREPARED FOR: THE CITY OF VENETA 88184 8TH Street VENETA, OR 97487 PREPARED BY: DLA INC. (DOUGHERTY LANDSCAPE ARCHITECTS) 474 WILLAMETTE ST., SUITE 305 EUGENE, OR 97401 CITY PARK IMPROVEMENTS – Phase II 25192 E. Broadway VENETA, OREGON OWNER AND PROJECT MANAGER CITY OF VENETA 88184 8TH Street Albany, Oregon 97487 Contact: Kyle Schauer, Public Works Director Phone: (541) 935-2191 Email: [email protected] PRIME CONSULTANT AND LANDSCAPE ARCHITECT DLA Inc. Dougherty Landscape Architects 474 Willamette St., Suite 305 Eugene, OR 97401 Contact: David Dougherty Phone: (541) 683-5803 Email: [email protected] CONSULTANTS CIVIL and STRUCTURAL ENGINEERS Branch Engineering, Inc. Springfield, OR 97477 Phone: (541) 746-0637 Contact: Rick Hernandez (Structural) Email: [email protected] Contact: Lane Branch (Civil) Email: [email protected] ELECTRICAL ENGINEERS JLG ENGINEERING, LLC. 31910 Owl Road Eugene, OR 97405 Contact: Jeff Graper Phone: (541) 912-0065 Email: [email protected] ARCHITECTURE Dustrud Architecture 1699 Pearl Street Eugene, OR 97401 Contact: Paul Dustrud Phone: (541) 338-8544 Email: [email protected] CITY OF VENETA CITY PARK IMPROVEMENTS TABLE OF CONTENTS BIDDING REQUIREMENTS AND CONTRACT DOCUMENTS Page 3 Invitation to Bid Page 4 Instructions to Bidders Page 9 Bid Form Page 12 Notice and Acceptance of Award Page 13 Notice to Proceed Page 14 Non-Collusion Affidavit
    [Show full text]
  • Maggie Reilly Biographie
    Artist Management | Label Management | Publishing Inhaber: Stefan Bürger Metzer Strasse 2 · 22049 Hamburg Tel: +49.(0) 40-210 583 24 · Mobil: +49.(0) 176-843 254 65 Maggie Reilly Biographie Es gibt wenige Künstlerinnen, die auf eine so vielseitige und erfolgreiche Karriere zurückblicken können wie Maggie Reilly. Von den durch Soul und Funk beeinflussten Anfängen der Siebziger Jahre mit ihrer Gruppe Cado Belle, über die Weltkarriere als Sängerin und Bühnenattraktion der Mike Oldfield Group bis hin zu einer vielbeachteten Institution als Solokünstlerin ist Maggie Reilly seit fast 40 Jahren ein fester Bestandteil im Showgeschäft. Nachdem Maggie Reilly 1976 ihr erstes Album mit der Formation Cado Belle aufnahm, ein Album, das deutlich von den Soul Einflüssen und des Westcoast beeinflusst war, und gemeinsam mit Größen wie Poco durch die Welt tourte, gelang ihr 1981 als Sängerin der Mike Oldfield Group der weltweite Durchbruch. Ihre Stimme ist es, die Hits wie „Moonlight Shadow“, „FamilyMan“, „To France“ oder „Foreign Affair“ zum persönlichen Soundtrack von Millionen machten. Noch heute zählen diese Lieder zum festen Repertoire der Radiostationen und haben sich ihren festen Platz in der Geschichte der Musik und im Leben der Musikliebhaber erobert. Ende der Achtziger Jahre nahm sich Maggie Reilly Zeit für den Aufbau ihrer Familie. 1992 gelang ihr mit dem ersten Soloalbum „Echoes“ ein beachtliches Comeback. Gleich ihre erste Single „Everytime We Touch“ stürmte an die Spitze der internationalen Charts und bewies, dass die schottische Sängerin auch als Solokünstlerin und eigene Songschreiberin an die Erfolge ihrer Zeit mit Mike Oldfield anknüpfen konnte. www. wild-heart-management.de | [email protected] Seite 2 Biographie Maggie Reilly Es folgten weitere Erfolge mit den Hits „Wait“, „Follow The Midnight Sun“, „Listen ToYour Heart“, „Every Single Heartbeat“ , und „Always You“.
    [Show full text]
  • ·Ƭ§È​²Å°”ž· Éÿ³æ¨‚Å°ˆè¼¯ ĸ²È¡Œ (ĸ“Ⱦ' & Æ
    麦克·欧è²​ 尔德 音樂專輯 串行 (专辑 & æ—¶é —´è¡¨) Crises https://zh.listvote.com/lists/music/albums/crises-869738/songs Islands https://zh.listvote.com/lists/music/albums/islands-1091268/songs Five Miles Out https://zh.listvote.com/lists/music/albums/five-miles-out-280674/songs Voyager https://zh.listvote.com/lists/music/albums/voyager-765872/songs Discovery https://zh.listvote.com/lists/music/albums/discovery-906197/songs Tubular Bells III https://zh.listvote.com/lists/music/albums/tubular-bells-iii-971320/songs Guitars https://zh.listvote.com/lists/music/albums/guitars-1028638/songs Heaven's Open https://zh.listvote.com/lists/music/albums/heaven%27s-open-1034694/songs Man on the Rocks https://zh.listvote.com/lists/music/albums/man-on-the-rocks-15059199/songs Return to Ommadawn https://zh.listvote.com/lists/music/albums/return-to-ommadawn-27430145/songs Magic Touch https://zh.listvote.com/lists/music/albums/magic-touch-3504545/songs Elements https://zh.listvote.com/lists/music/albums/elements-9252585/songs Tubular Bells 2009 https://zh.listvote.com/lists/music/albums/tubular-bells-2009-4000145/songs Airborn https://zh.listvote.com/lists/music/albums/airborn-48833081/songs Moonlight Shadow – The https://zh.listvote.com/lists/music/albums/moonlight-shadow-%E2%80%93-the-collection- Collection 16998064/songs The 1984 Suite https://zh.listvote.com/lists/music/albums/the-1984-suite-21450438/songs Icon https://zh.listvote.com/lists/music/albums/icon-16994673/songs Platinum https://zh.listvote.com/lists/music/albums/platinum-929074/songs
    [Show full text]
  • Rock Album Discography Last Up-Date: September 27Th, 2021
    Rock Album Discography Last up-date: September 27th, 2021 Rock Album Discography “Music was my first love, and it will be my last” was the first line of the virteous song “Music” on the album “Rebel”, which was produced by Alan Parson, sung by John Miles, and released I n 1976. From my point of view, there is no other citation, which more properly expresses the emotional impact of music to human beings. People come and go, but music remains forever, since acoustic waves are not bound to matter like monuments, paintings, or sculptures. In contrast, music as sound in general is transmitted by matter vibrations and can be reproduced independent of space and time. In this way, music is able to connect humans from the earliest high cultures to people of our present societies all over the world. Music is indeed a universal language and likely not restricted to our planetary society. The importance of music to the human society is also underlined by the Voyager mission: Both Voyager spacecrafts, which were launched at August 20th and September 05th, 1977, are bound for the stars, now, after their visits to the outer planets of our solar system (mission status: https://voyager.jpl.nasa.gov/mission/status/). They carry a gold- plated copper phonograph record, which comprises 90 minutes of music selected from all cultures next to sounds, spoken messages, and images from our planet Earth. There is rather little hope that any extraterrestrial form of life will ever come along the Voyager spacecrafts. But if this is yet going to happen they are likely able to understand the sound of music from these records at least.
    [Show full text]
  • Portsmouth Redevelopment and Housing Authority Lincoln Park – Phase 2 Demolition
    Portsmouth Redevelopment and Housing Authority Lincoln Park – Phase 2 Demolition TABLE OF CONTENTS: DIVISION 01 - GENERAL REQUIREMENTS 011000 SUMMARY 013300 SUBMITTAL PROCEDURES 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017700 CLOSEOUT PROCEDURES DIVISION 02 - EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION DIVISION 22 - PLUMBING 221113 FACILITY WATER DISTRIBUTION PIPING DIVISION 31 - EARTHWORK 311000 SITE CLEARING 312000 EARTH MOVING 312319 DEWATERING 315000 EXCAVATION SUPPORT AND PROTECTION DIVISION 32 – EXTERIOR IMPROVEMENTS 321313 CONCRETE PAVING 329200 TURF AND GRASSES HAZARDOUS MATERIAL SPECIFICATIONS AND REPORT by APPLIED LABS ASBESTOS SPECIFICATION LEAD IN CONSTRUCTION SPECIFICATION HANDLING OF PCB BALLAST, MERCURY LAMPS AND THERMOSTATS SPECIFICATION HAZARDOUS MATERIALS INSPECTION REPORT END OF TABLE OF CONTENTS TABLE OF CONTENTS TOC - 1 Portsmouth Redevelopment and Housing Authority Lincoln Park – Phase 2 Demolition SECTION 011000 - SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Use of premises. 3. Work restrictions. 4. Specification formats and conventions. B. Related Sections include the following: 1. Division 01 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: Lincoln Park Phase 2 Demolition 1. Project Location: Portsmouth, Virginia. B. Owner: Portsmouth Redevelopment and Housing Authority, 3116 South St., Portsmouth VA 23707. C. Architect: Riddick Fiedler Stern pc, 261 West Bute Street, Norfolk, VA 23510. D. Civil Engineer: Pennoni Associates Inc., 349 Southport Circle, Suite 100, Virginia Beach, VA 23452.
    [Show full text]
  • Oldfieldscapes (Pdf)
    2020 Oldfieldscapes MUSICALBOXED.WORDPRESS.COM JORDI ADELL ÍNDICE Introduction 1 Tubular Bach (1973) 3 Nursery times (1968-1974) 6 Sobre la cresta de Hergest (1974) 10 Los albores de Ommadawn (1975) 14 Crónicas de Oldfield: el león, el cazador y el granero (1976) 18 Los embrujos de Incantations (1976-1978) 23 Enigmations (1978-1984) 26 Cala Pregonda (1978) 28 I believe in Oldfield Christmas (1974-1979) 31 Campanas de boda (1981-1982) 33 En el ojo de Irlanda (1982) 35 Mount Echeyde (1982) 40 Escribiendo a la luz de la luna (1983) 42 Cr11Ses (1982-1983) 46 Descubriendo el lago (1984) 48 Living on radio (1983-1992) 52 Amarok: los sonidos del silente (1990) 57 Sin sueños (1991) 61 Noche monumental (1993) 63 Midnight songs (1994) 67 Canciones distantes (1994) 69 Viajero en Ibiza (1996) 72 Le mont Saint Michel (1996) 75 Campanas bajo la lluvia (1998) 78 Far above the crowd (1999) 81 Pacha mama (1999) 84 I still believe in Oldfield Christmas (1980-1999) 88 A las lunas de Valencia (2002) 89 Un paseo por el arte gráfico oldfiliano (1973-2005) 92 Altas esferas en el Guggenheim (2008) 95 Take 4 (1978-2011) 99 Fadalack turns the clock back (1973-2012) 101 Man on the seas (2014) 104 Top of the rocks (2017) 106 New arrivals (1979-2019) 109 INTRODUCTION El día que nací salió a la venta The Yes Album de Yes y, cuando cumplí 11 años, Mike Oldfield publicó el disco Five Miles Out. Puede verse como dos coincidencias, pero a mí me gusta pensar que estos hechos tuvieron algún tipo de efecto sobre mi temprana afición por la música.
    [Show full text]
  • Overdone. About Animals in Prog © 2016/2019
    The Weever Sands – Overdone. About Animals in Prog © 2016/2019 THE WEEVER SANDS – OVERDONE. ABOUT ANIMALS IN PROG A downhill ride (question) All tracks and more information at www.The-Weever-Sands.com © 2016 (revised in 2019). All rights reserved. 1 The Weever Sands – Overdone. About Animals in Prog © 2016/2019 The Weever Sands – Overdone. About Animals in Prog A downhill ride (question) If you ask me what 'The Weever Sands' is all about – well, buggered If I know!1 But maybe it all started because I felt somehow uneasy when Oldfield steered progressive rock (“Prog”) away from the classical rock paradigm in the early 1970s. I mean, what he did was, what was so ingenious, was to create a whole new form of music, not from two turntables, two records, and a microphone2 but from completely de-imagizing the music. Strip it down to the bone, and start just with a small cluster of notes... Take away the lyrics, replace them with vocalise. As if to say3: There, in the chords and melodies, is everything.4 Take away the standard drums, take away the guitar solos and replace them with these incredible singing lines... Indeed, there it is: the whole program to hide behind your music, some fifteen years before Shoegazing and Techno House, some twenty years before Post-Rock. Just repeating patterns that go on and on, moving slightly. No message, no image, no under the lights where we stand tall.5 Mind-boggling, yes – but is there a price to pay?6 If we look at the cultural framework in which Oldfield's musical concept was devised, it`s fair to say
    [Show full text]
  • CARTA Parking Lot Expansion
    CARTA Parking Lot Expansion North Charleston, SC PROJECT SPECIFICATIONS Prepared for: Berkeley-Charleston-Dorchester Council of Governments 5790 Casper Padgett Way North Charleston, SC 29406 Prepared by: Stantec Consulting Services Inc. 4969 Centre Pointe Drive Suite 200 North Charleston, SC 29418-6952 (843) 740-7700 Stantec Project No. 178421026 June 14, 2021 CARTA Parking Lot Expansion North Charleston, SC TABLE OF CONTENTS DIVISION SECTION TITLE DIVISION 0 - BIDDING AND CONTRACT DOCUMENTS 000107 Seals Page 001116 Invitation to Bid 002113 Instructions to Bidders 004100 Bid Form 004101 Unit Price Schedule 004313 Bid Security Form DIVISION 01 – GENERAL REQUIREMENTS 011000 Summary 012200 Unit Prices 012600 Contract Modification Procedures 012900 Payment Procedures 013100 Project Management and Coordination 013200 Construction Progress Documentation 013233 Photographic Documentation 013300 Submittal Procedures 014000 Quality Requirements 014200 References 015000 Temporary Facilities and Controls 015713 Temporary Erosion Control 016000 Product Requirements 017300 Execution 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents DIVISION 02 – EXISTING CONDITIONS 024119 Selective Demolition DIVISION 31 – EARTHWORK 311000 Site Clearing 312000 Earth Moving 312500 Erosion and Sedimentation Controls DIVISION 32 – EXTERIOR IMPROVEMENTS 321123 Aggregate Base Course 321313 Concrete Paving 321373 Concrete Paving Joint Sealants 321723 Pavement Markings 329200 Turf and Grasses DIVISION 33 – UTILITIES 334100 Storm Utility and Drainage Piping CARTA Parking Lot Expansion North Charleston, SC SECTION 000107 SEALS PAGE The following design professionals, by affixing their seal and signature on this page, certify that they have personally prepared, or have had prepared under their direct supervision, their respective portions of the Contract Documents, for use in this Project. Stantec Consulting Services Inc.
    [Show full text]
  • Overdone. About Animals in Prog © 2016/2019
    The Weever Sands – Overdone. About Animals in Prog © 2016/2019 THE WEEVER SANDS – OVERDONE. ABOUT ANIMALS IN PROG A downhill ride (question) All tracks and more information at www.The-Weever-Sands.com © 2016 (revised in 2019). All rights reserved. 1 The Weever Sands – Overdone. About Animals in Prog © 2016/2019 The Weever Sands – Overdone. About Animals in Prog A downhill ride (question) If you ask me what 'The Weever Sands' is all about – well, buggered If I know!1 But maybe it all started because I felt somehow uneasy when Oldfield steered progressive rock (“Prog”) away from the classical rock paradigm in the early 1970s. I mean, what he did was, what was so ingenious, was to create a whole new form of music, not from two turntables, two records, and a microphone2 but from completely de-imagizing the music. Strip it down to the bone, and start just with a small cluster of notes... Take away the lyrics, replace them with vocalise. As if to say3: There, in the chords and melodies, is everything.4 Take away the standard drums, take away the guitar solos and replace them with these incredible singing lines... Indeed, there it is: the whole program to hide behind your music, some fifteen years before Shoegazing and Techno House, some twenty years before Post-Rock. Just repeating patterns that go on and on, moving slightly. No message, no image, no under the lights where we stand tall.5 Mind-boggling, yes – but is there a price to pay?6 If we look at the cultural framework in which Oldfield's musical concept was devised, it`s fair to say
    [Show full text]
  • Chapter 17 Municipal Code Is Hereby Replaced Follows
    AN ORDINANCE AMENDING THE ZONING CODE ORDINANCE 883 THE COMMON COUNCIL OF THE CITY OF NEW LONDON, OUTAGAMIE AND WAUPACA COUNTIES, WISCONSIN DO ORDER AS FOLLOWS: SECTION 1 THAT CHAPTER 17 MUNICIPAL CODE IS HEREBY REPLACED FOLLOWS: TABLE OF CONTENTS CHAPTER 17 Zoning Ordinance (Amended Ord. 883) 17.00 Introduction 17-1 17.00-1 Authority 17-1 17.00-2 Title 17-1 17.00-3 Jurisdiction 17-1 17.00-4 Purpose 17-1 17.00-5 Intent 17-2 17.00-6 Purposes in View 17-2 17.00-7 Abrogation and Greater Restrictions 17-3 17.00-8 Liberal Construction 17-3 17.00-9 Severability and Non-Liability 17-3 17.00-10 Repeal 17-3 17.00-11 Effective Date 17-4 17.01 Rules and Definitions 17-4 17.01-1 Compliance 17-4 17.01-2 Previously Issued Permits 17-4 17.01-3 Word Use and Measurements 17-4 17.01-4 Definitions 17-5 17.02 Administration and Enforcement 17-5 17.02-1 Organization 17-5 17.02-2 THIS SECTION HAS BEEN INTENTIONALLY LEFT BLANK. 17.02-3 Zoning Administrator 17-6 17.02-4 Zoning Permit & Occupancy Certificate 17-9 17.02-5 Zoning Compliance Statements 17-11 17.02-6 Fees 17-11 17.02-7 Double Fees 17-12 17.02-8 Enforcement and Violations 17-12 17.03 General Provisions 17-15 17.03-1 Introduction 17-15 17.03-2 Use Regulations 17-15 17.03-3 Engineering Regulations 17-17 17.03-4 Locational Regulations 17-19 17.03-5 Lot Regulations 17-24 17.03-6 Structure, Buffers and Landscape Regulations 17-27 17.03-6 (3) Fences and Walls 17-27 17.03-6 (5) Swimming Pools 17-30 17.03-6 (7) Non-Dwelling Use Abutting Residential Use 17-32 17.03-6 (9) General Landscaping Requirements 17-33 17.03-6 (10) Minimum Usable Floor Area 17-33 17.03-7 Farming and Animal Regulations 17-34 17.04 Performance Standards 17-36 17.04-1 Intent 17-36 17.04-2 Compliance 17-36 17.04-3 Procedure 17-36 17.04-4 Point of Measurement 17-38 17.04-5 Performance Standards to be Enforced 17-39 17.04-6 Establishing Requirements for Outdoor Music Events 17-41a 17.05 Site Plan Review 17-42 17.05-9 Design Requirements for Retail Developments exceeding 60,000 sq.
    [Show full text]
  • Aluminum Windows
    DATE: May 18, 2020 FROM: Wight & Company 2500 N. Frontage Road Darien, IL 60561 SUBJECT: ADDENDUM #1 TO THE BIDDING DOCUMENTS FOR: BID GROUP #10 MASTER FACILITY PLAN IMPLEMENTATION COMMUNITY HIGH SCHOOL DISTRICT 99 1436 NORFOLK STREET DOWNERS GROVE, IL 60516 This addendum forms a part of the Bidding Contract Documents, dated May 15th 2020. Bidders must acknowledge receipt of this Addendum in the space provided on the Bid Form. Drawing revisions clouded and tagged with delta 33. I. Specifications: Attached END OF ADDENDUM CHSD 99 Master Facility Implementation 180030 Bid Group 10– Addendum #1 Page 1 Project Manual For: MASTER FACILITY PLAN IMPLEMENTATION ISSUED FOR BID GROUP 10 May 11, 2020 Prepared For COMMUNITY HIGH SCHOOL DISTRICT 99 1436 Norfolk St. Downers Grove, IL 60516 VOLUME 1 – DIVISIONS 1-33 Prepared by: Wight & Company 2500 North Frontage Road Darien, IL 60561 630-969-7000 A/E Project No. 5274-42 Community High School District 99 5274-42 Master Facility Plan Implementation – South ISSUED FOR BID GROUP 10 SPECIFICATIONS PROJECT: Master Facility Plan Implementation Downers Grove South High School 1436 Norfolk Street Downers Grove, Illinois 60516 OWNER: Community High School District 99 6301 Springside Avenue Downers Grove, IL 60516 ISSUED FOR BID GROUP 10 Division Section Title SPECIFICATIONS GROUP General Requirements Subgroup DIVISION 01 – GENERAL REQUIREMENTS 012300 ALTERNATES 013300 SUBMITTALS 014200 REFERENCES 015526 TRAFFIC CONTROL 016000 PRODUCT REQUIREMENTS 016400 SUBSTITUTION REQUEST FORM 017823 OPERATIONS AND MAINTENANCE
    [Show full text]
  • The Earth-Moon- Sun System
    The Earth-Moon- Sun System Are there tides in a deser t? sections 1 Earth in Space Did you know the Moon exerts gravitational force on Earth? On Earth, the Moon’s gravita- 2 Time and Seasons tional attraction is evidenced as tides in Lab Comparing the Angle of oceans and seas. Even in the desert, the Sunlight to Intensity Moon’s gravity influences the flexing of 3 Earth’s Moon tectonic plates. Lab Identifying the Moon’s Surface Features and Apollo Science Journal Research to discover what landforms Landing Sites or events are affected by the Moon’s gravitational force on Earth. 184 Richard Cummins/CORBIS Start-Up Activities Earth, Sun, and Moon Make the following Foldable to help organize what you learn about Relative Sizes of Earth, the Moon, the Earth-Moon-Sun system. and the Sun Can you picture the relative sizes of Earth, the STEP 1 Fold a sheet of paper vertically from Moon, and the Sun? Earth is about four times side to side. Make larger than the Moon in diameter, but the the front edge about Sun is much larger than either. The Sun’s ᎏ1ᎏ 2 inch longer than diameter is about 100 times that of Earth and the back edge. about 400 times that of the Moon. In this Lab, you’ll investigate the relative sizes of all three STEP 2 Turn lengthwise objects. and fold into thirds. 1. Get permission to draw some circles on a sidewalk or paved area with chalk. You STEP 3 Unfold and cut only the top layer could also use a stick to draw circles on a along both folds to make three tabs.
    [Show full text]