Notice to Bidders, Specifications and Proposal
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Ten Minutes to Midnight Fringe Festival 2015 Award Winning Artists Teresa Luke Linda Jessie
Ten Minutes to Midnight Fringe Festival 2015 Award Winning Artists Teresa Luke Linda Jessie Creative Team Teresa Crea (Dramaturgy and Conceptual Development)- leading Australian writer and director with a background in social and community engagement. Teresa trained in film and theatre, and co-founded Australia’s first professionally recognised bicultural performance company, Doppio Teatro, receiving national awards for seminal contribution to multiculturalism in the arts. Teresa was awarded a New Media Arts Fellowship in 2003 and has recently completed a doctorate investigating narrative in immersive and simulated environments. Luke Harrald – composer, performer and new-media artist known for his groundbreaking work with improvisation and interactive computer music. Originally from the mid-north of SA, Luke is currently the head of studies for the Popular Music and Creative Technologies program at the University of Adelaide, and lectures in Sonic Arts. He has performed internationally (in London, Paris and Montreal) and is an important contributor to the Adelaide art music scene. Nic Mollison – stage lighting & projection designer since graduating from the Western Australian Academy of Performing Arts (WAAPA) in 1995. Nic has worked with diverse range of theatre, dance & youth arts companies on local, national & international productions, including lighting & video projections for concerts, festivals, nightclubs & visual art installations. He has lectured in lighting & Projection at the University of SA and The Adelaide College Of the Arts. John Romeril - leading Australian playwright (plays include The Floating World, Carboni, The Kelly Dance, Miss Tanaka and Jack Charles versus the Crown). John has been Playwright-in-Residence for many communities, theatre companies and tertiary institutions. -
Fringe Benefits County of Los Angeles Memorandum of Understanding
SEIU Local 721 Fringe Benefits County of Los Angeles Memorandum of Understanding October 1, 2015, through September 30, 2018 721 FB MAS AMENDMENT NO. I MEMORANDUM OF UNDERSTANDING FOR JOINT SUBMISSION TO BOARD OF SUPERVISORS REGARDING THE FRINGE BENEFIT AGREEMENT THIS AMENDMENT NO. I TO THE MEMORANDUM OF UNDERSTANDING, made and entered into this j6th day of August, 2016; BY AND BETWEEN Authorized Management Representatives (hereinafter referred to as “Management”) of the County of Los Angeles (hereinafter referred to as County”) AND LOS ANGELES COUNTY EMPLOYEES ASSOCIATION, SEIU, LOCAL 721, CTW, CLC (hereinafter referred to as “UnionTM) WHEREAS, on the 1st day of October2015, the parties entered into a Memorandum of Understanding regarding the Fringe Benefits, which Memorandum of Understanding was subsequently approved and ordered implemented by the County’s Board of Supervisors: and 721 FB MAS WHEREAS, as a result of mutual agreement, the parties desire to amend the MOU Article as set forth hereafter: NOW, THEREFORE, the parties agree as follows: 1. Amend Article 27 — Commuting Problems, Paragraph 5 — The County will advance to the Green@Work Joint Labor Management Committee, as follows: MOU Term Year 201 5-2016 $200,000 August 2016 $ 25,000 (one-time gap funding) September 2016 $ 25,000 (one-time gap funding) MOU Term Year 2016-2017 $200,000 MOU Term Year 2017-2018 $200,000 These funds shall be used for the specific purpose of maximizing direct financial rideshare subsidies for employees, and enhancing alternative transportation systems, such as shuttle services, van pools, car pools, bicycle parking, other transit services and guaranteed tide home services. -
2019 City Enrichment Fund SUMMARY
Appendix A to Report GRA19002 2019 City Enrichment Fund SUMMARY No. of 2019 Budget 2019 Category Apps (Total) 2019 Requested Recommended Budget vs Recommended Community Services CS - A Hunger/Shelter 10 $ 416,324 $ 360,015 CS - B Everyone Safe 9 $ 294,291 $ 286,846 CS - C Everyone Thrives 9 $ 299,588 $ 268,321 CS - D No Youth Left Behind 7 $ 180,209 $ 159,608 CS - E Everyone Age in Place 20 $ 485,352 $ 455,101 CS - F Community Capacity Grows 11 $ 214,373 $ 189,492 CS - G Someone to Talk to 7 $ 247,728 $ 141,317 CS - H Emerging Needs 22 $ 553,916 $ 303,660 Community Services Total 95 $ 2,164,360 $ 2,691,781 $ 2,164,360 $ - 0.00% Agriculture AGR A Programs and Events 18 $ 178,615 $ 130,841 Agriculture Total 18 $ 143,361 $ 178,615 $ 130,841 $ 12,520 8.73% Arts ART - A Arts - Operating 34 $ 3,977,467 $ 2,436,164 ART - B Arts - Festival 10 $ 300,070 $ 179,486 ART - C Arts - Capacity Building 9 $ 113,000 $ 58,597 ART - D Arts - Creation & Presentation 35 $ 238,877 $ 96,295 Arts Total 88 $ 2,770,542 $ 4,629,414 $ 2,770,542 $ - 0.00% Environment ENV-A Capacity Building - $ - $ - ENV-C Project and Programs 8 $ 180,364 $ 114,925 Environment Total 8 $ 146,390 $ 180,364 $ 114,925 $ 31,465 21.49% Page 1 of 20 Appendix A to Report GRA19002 No. of 2019 Budget 2019 Category Apps (Total) 2019 Requested Recommended Budget vs Recommended Communities, Culture & Heritage CCH - A CCH - Events 57 $ 782,985 $ 535,595 CCH - B CCH - New Projects 11 $ 165,092 $ 44,645 CCH - C CCH - Capacity Building 1 $ 6,900 $ - CCH Total 69 $ 564,972 $ 954,977 $ 580,240 -$ 15,268 -
City Supplement to ODOT
SUPPLEMENT TO STATE OF OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS Dated January 1, 2016 Copies of the City of Cincinnati Supplement to the State of Ohio Department of Transportation, Construction and Material Specifications may be purchased by contacting: Right-of-Way Management Section City of Cincinnati 801 Plum Street, City Hall–Room 425 Cincinnati OH 45202 (513) 352-3463 Or found on the City’s website at: www.cincinnati-oh.gov/dote CITY SUPPLEMENT TO 2016 OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS Foreward The City Administration, in an attempt to promote uniform construction practices throughout the area, has adopted the State of Ohio, Department of Transportation, Construction and Material Specifications for control of its construction program. The City wrote this Supplement to amend the State Specifications dated January 1, 2016. The Supplement permits adaptation of City operation and control and also includes construction items needed by the City but not included by the State. Approved: August 1, 2016 Donald G. Gindling, P.E. Date: City Engineer City of Cincinnati TABLE OF CONTENTS 100 General Provisions ............................................................................................ 1 101 Definitions and Terms .................................................................................. 1 102 Bidding Requirements and Conditions ........................................................ 3 103 Award and Execution of Contract ............................................................... -
Technical Specifications for Public Improvement Projects
TECHNICAL SPECIFICATIONS FOR PUBLIC IMPROVEMENT PROJECTS Revised March 2021 City of Olathe Revised March 2021 TOC-i TABLE OF CONTENTS TECHNICAL SPECIFICATIONS Page SECTION GP - GENERAL PROVISIONS GP01 DEFINITIONS ------------------------------------------------------------------------- TS/GP-1 GP02 REFERENCED STANDARDS -------------------------------------------------------- TS/GP-1 GP03 PERMIT FOR CONSTRUCTION ---------------------------------------------------- TS/GP-2 GP04 BONDS ------------------------------------------------------------------------------ TS/GP-3 GP05 INSURANCE REQUIREMENTS ---------------------------------------------------- TS/GP-3 GP06 SHOP DRAWINGS AND ENGINEERING DATA --------------------------------- TS/GP-5 GP07 CHANGES IN THE WORK ---------------------------------------------------------- TS/GP-8 GP08 DAMAGES ---------------------------------------------------------------------------- TS/GP-8 GP09 PROTESTS ---------------------------------------------------------------------------- TS/GP-8 GP10 TRAFFIC CONTROL ------------------------------------------------------------------ TS/GP-8 GP11 SAFETY ------------------------------------------------------------------------------ TS/GP-9 GP12 AUTHORITY OF THE ENGINEER -------------------------------------------------- TS/GP-9 GP13 OBSERVATION OF THE WORK --------------------------------------------------- TS/GP-10 GP14 HOURS OF WORK, WEEKEND OR HOLIDAY WORK -------------------------- TS/GP-12 GP15 CLEAN UP ----------------------------------------------------------------------------- -
Fringe Season 1 Transcripts
PROLOGUE Flight 627 - A Contagious Event (Glatterflug Airlines Flight 627 is enroute from Hamburg, Germany to Boston, Massachusetts) ANNOUNCEMENT: ... ist eingeschaltet. Befestigen sie bitte ihre Sicherheitsgürtel. ANNOUNCEMENT: The Captain has turned on the fasten seat-belts sign. Please make sure your seatbelts are securely fastened. GERMAN WOMAN: Ich möchte sehen wie der Film weitergeht. (I would like to see the film continue) MAN FROM DENVER: I don't speak German. I'm from Denver. GERMAN WOMAN: Dies ist mein erster Flug. (this is my first flight) MAN FROM DENVER: I'm from Denver. ANNOUNCEMENT: Wir durchfliegen jetzt starke Turbulenzen. Nehmen sie bitte ihre Plätze ein. (we are flying through strong turbulence. please return to your seats) INDIAN MAN: Hey, friend. It's just an electrical storm. MORGAN STEIG: I understand. INDIAN MAN: Here. Gum? MORGAN STEIG: No, thank you. FLIGHT ATTENDANT: Mein Herr, sie müssen sich hinsetzen! (sir, you must sit down) Beruhigen sie sich! (calm down!) Beruhigen sie sich! (calm down!) Entschuldigen sie bitte! Gehen sie zu ihrem Sitz zurück! [please, go back to your seat!] FLIGHT ATTENDANT: (on phone) Kapitän! Wir haben eine Notsituation! (Captain, we have a difficult situation!) PILOT: ... gibt eine Not-... (... if necessary...) Sprechen sie mit mir! (talk to me) Was zum Teufel passiert! (what the hell is going on?) Beruhigen ... (...calm down...) Warum antworten sie mir nicht! (why don't you answer me?) Reden sie mit mir! (talk to me) ACT I Turnpike Motel - A Romantic Interlude OLIVIA: Oh my god! JOHN: What? OLIVIA: This bed is loud. JOHN: You think? OLIVIA: We can't keep doing this. -
City of Sparks Traffic Signal Equipment
CITY OF SPARKS TRAFFIC SIGNAL EQUIPMENT The City of Sparks traffic signal equipment shall be installed in accordance with national standards and codes including, but not limited to, the most current edition of The Manual on Uniform Traffic Control Devices (MUTCD), the National Fire Protection Association (NFPA), the National Electrical Code (NEC), etc. In addition, the following standards shall, to the best possible ability of the contractor, be met. Any conflicts between the national standards and codes and the City standards shall be resolved by contacting the City Transportation Manager for a ruling. Safety Lighting Shall be LED only and placed such that it provides a minimum of 2.0 FC of average illuminance at the sidewalk. All LED style lighting fixtures shall meet the following minimum criteria regardless of manufacturer: 1. The housing shall be all metal with the exception of the lens. 2. The housing shall be silver in color except where heat dissipation components are involved. 3. There shall be a minimum 10 year warranty. 4. The unit shall provide a Type IV Medium optical spread utilizing a minimum of 80 LED units. 5. Each complete and assembled fixture shall require no more than 190 System Watts. 6. The fixture shall be capable of utilizing Universal 120-277V Line Power. 7. The fixture shall have Corrected Color Temperature (CCT) of 4000K. 8. The fixture shall not exceed 700 mA Drive Current. 9. The fixture shall be Illuminating Engineering Society of North America (IESNA) LM-79-08 compliant. 10. The unit shall be constructed in such a manner that it can be mounted to a standard 2” ID horizontal pipe with +/- 5 degree adjustment with no specially constructed mounts or wire splicing methods. -
Home Collection Fall 2016
FALL 2016 HOME COLLECTION RETAIL PRICING TO YOUR WELL-CRAFTED LIFE. MODERN ICONS with classic patterns in sophisticated colors QUALITY CRAFTSMANSHIP with the finest fleece, the finest yarn, the finest blankets AUTHENTIC TEXTILES in contemporary design traditions AMERICAN HERITAGE celebrating America’s Treasures with the Pendleton National Park Collection Special thanks to our brand ambassadors Kristian Irey, Casey Berry, and Our Free Ways for providing images showing Pendleton through their eyes. 5 TH A VENUE T HROWS : 1 0 0 % MERINO WOOL . D RY CLE A N . M ad E IN THE US A . FRINGED THROWS ZB296-53094 Red Stewart ZB296-53095 Black Watch ZB296-52459 Grey Stewart ZB296-53255 Berry Plaid ZB296-50717 Glacier ZB296-52797 Breslin Plaid ZB296-53256 Acadia ZB296-52618 Neutral Stripe ZB296-53253 Charcoal Plaid Not available in Canada. 5th Avenue Throws The ultimate indulgence. Superfine merino wool is softly brushed, producing a fleecy hand that must be touched. The definitive solution for the customer who is looking for an unforgettable gift. 100% merino wool. Dry clean. Made in the USA. 54˝ x 72˝ plus 3˝ fringe (137 x 183 cm + 8 cm). $149 ZB296-53252 Auroral Plaid ZB296-53254 Sandstone Stripe 4 T HROWS : 1 0 0 % MERINO WOOL . D RY CLE A N . M ad E IN THE US A . FRINGED THROWS & HEIRLOOM BLANKETS THROWS FRINGED ZB222-53315 Caspian ZB222-53312 Amethyst ZB222-53313 Ruby ZB222-53314 Amber Cathedral Throw Our new weave captures the intensity of sunlight through stained glass. Subtle ombre effects are created by the play of one color into another. -
Dialight LED Pedestrian Signal Specification 10-20-08
LED Pedestrian Hand / Person / Countdown Modules Specification and Requirements Checklist 16” x 18”, 12” x 12” and 9” x 9” Modules October 20, 2008 Agency Name: Project: Date: 1 Overview 1.1 Purpose The purpose of this specification is to provide the minimum performance requirements for LED pedestrian signal modules (hereafter called module or modules) with “walking person”, “upraised hand”, and “countdown digit” icons. This specification includes the following sizes (nominal message bearing surface): 406mm x 457 mm (16 in x 18 in), 305mm x 305mm (12 in x 12 in), and 229mm x 229mm (9 in x 9 in ). This specification refers to definitions and practices described in Pedestrian Traffic Control Signal Indications (PTCSI) Part 2:Light Emitting Diode (LED) Pedestrian Traffic Signal Modules (PTCSI) Adopted March 19, 2004 and published in the Equipment and Materials Standards of the Institute of Transportation Engineers (ITE) and contains additional requirements to ensure optimum long term reliability and performance. 1.2 Manufacturers Requirements and Approvals 1.2.1 Manufacturers supplying products to this specification must be a registered participant and have the base part numbers being provided listed on the Intertek-ETL LED Traffic Signal Modules Certification Program approved products website. Countdown Only Modules do not require having the part number listed on the program website. 1.2.2 All LED Pedestrian Signal Modules shall be produced in a NAFTA participating country. 1.2.3 All 12 x 12 and 16 x 18 products shall be CSA approved. 1 2 Physical & Mechanical Requirements 2.1 General 2.1.1 Usage: Modules shall fit into pedestrian signal housings manufactured in accordance with the ITE PTCSI Standard without modification to the housing. -
FY 16 Master Fee Schedule
CITY OF FRESNO MASTER FEE SCHEDULE AIRPORT FEES AIRWAYS GOLF COURSE - GREEN FEES Fee Description & Unit/Time Current Amnd Art, Park, Entertainment & Sports (at all City owned facilities 489 that comprise the Fresno Convention & Entertainment Center, and the Riverside Municipal and Airways Golf Courses. The Arts, Park, Entertainment and Sports (APES) ticket surcharge fee is to be applied to all tickets sold for attendance to all event types and on each round of golf, irrespective of the ticket selling party, irrespective of ticket price. The City reserves the right to waive the surcharge upon City Manager approval). Per ticket (or attendee) and on each round of golf. 1.00 **Weekdays 20.50 524 Active Military 18.25 effective 9 Holes 16.00 9/1/2015 Twilight: after 2 p.m. (PST) 16.25 after 3 p.m. (PDST) 16.25 Super Twilight: after 4 p.m. (PST) 10.00 after 5 p.m. (PDST) 10.00 **Weekends/Holidays (as identified in FMC 3-116) 22.75 524 Active Military 21.25 effective 9 Holes 17.25 9/1/2015 Twilight: after 2 p.m. (PST) 16.25 after 3 p.m. (PDST) 16.25 Super Twilight: after 4 p.m. (PST) 10.00 after 5 p.m. (PDST) 10.00 **Tournaments 24.25 524 Seniors (62 and over—See * below for ID requirements) 12.25 effective Juniors (18 and under—See * below for ID requirements) 10.00 9/1/2015 Junior Golf Team 4.25 **Monthly Cards (restricted to the individual named) 524 Seniors (Unlimited)* 44.50 effective Surcharge / per round +6.00 9/1/2015 Juniors (Unlimited)* 42.75 Surcharge / per round +4.00 Frequent Players (No restriction on time of play) 81.00 Surcharge, weekdays / per round +4.00 Surcharge, weekends/holidays / per round +6.50 * Tee times will be restricted to weekdays and after 2 p.m. -
After Midnight| [Stories]
University of Montana ScholarWorks at University of Montana Graduate Student Theses, Dissertations, & Professional Papers Graduate School 1987 After midnight| [Stories] Julie Nadine Brown The University of Montana Follow this and additional works at: https://scholarworks.umt.edu/etd Let us know how access to this document benefits ou.y Recommended Citation Brown, Julie Nadine, "After midnight| [Stories]" (1987). Graduate Student Theses, Dissertations, & Professional Papers. 1485. https://scholarworks.umt.edu/etd/1485 This Thesis is brought to you for free and open access by the Graduate School at ScholarWorks at University of Montana. It has been accepted for inclusion in Graduate Student Theses, Dissertations, & Professional Papers by an authorized administrator of ScholarWorks at University of Montana. For more information, please contact [email protected]. COPYRIGHT ACT OF 1976 THIS IS AN UNPUBLISHED MANUSCRIPT IN WHICH COPYRIGHT SUBSISTS. ANY FURTHER REPRINTING OF ITS CONTENTS MUST BE APPROVED BY THE AUTHOR. MANSFIELD LIBRARY UNIVERSITY OF MONTANA DATE : 1987 AFTER MIDNIGHT by Julie Brown B. S., Oregon State University, 1983 Presented in partial fulfillment of the requirements for the degree of Master of Fine Arts University of Montana 1987 Approved by Chairman, Board of Examinars) ean, Graduate School •j?7. /Iff Date UMI Number: EP34146 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent on the quality of the copy submitted. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. UMT •""^Dl—rtHlon PUhtehinfl^'' UMI EP34146 Copyright 2012 by ProQuest LLC. -
Section 900 – Materials Details
901.01 SECTION 900 – MATERIALS DETAILS SECTION 901 – PCC MATERIALS 901.01 Hydraulic Cement (a) General At the time cement is incorporated into the work, it shall meet the quality requirements of these specifications. Cement which has been in storage may be tested prior to use, and if tests show 10 that it does not meet the requirements specified, it will be rejected. A means for storing and protecting the cement against dampness shall be provided. Cement which has become partially set or which contains lumps or caked cement will be rejected. Cement salvaged from discarded or used sacks shall not be used. Different kinds or brands of cement, or cement of the same brand from different mills, even if tested and approved, shall not be mixed during use unless permitted, and then only as directed. They shall not be used alternately in any 1 pour for any 20 structure, unless otherwise permitted. (b) Portland Cement Portland cement shall conform to the requirements of the following cited specifications except as noted. 1. Requirements Cement Specifications 30 Air-Entraining Portland Blast-Furnace Slag Cement ................................................. AASHTO M 240, Type ISA Air-Entraining Portland Cement ................. AASHTO M 85, Type IA or IIIA Air-Entraining Portland-Pozzolan Cement ....................................................... AASHTO M 240, Type IP-A Portland Blast-Furnace Slag Cement .................... AASHTO M 240, Type IS Portland Cement ......................................... AASHTO M 85, Type I, II, or III Portland-Pozzolan Cement ................................... AASHTO M 240, Type IP Slag Modified Portland Cement, Type ISM ........................ AASHTO M 240 40 The exceptions to AASHTO M 240 are as follows: a. The amount of pozzolan shall be limited to 20% ± 5% by weight of the portland-pozzolan cement for the types IP and IP-A.