G-002 BLACK RIVER HARBOR IMPROVEMENTS - PHASE I OTTAWA NATIONAL FOREST BESSEMER RANGER DISTRICT. General Notes & Legend
|
|
|
- Helen Jenkins
- 5 years ago
- Views:
Transcription
1
2 00% Submittal, Phase Rev 00% Submittal General Notes & Legend M.Stoppel N08.00 J.Wangeman N08.00 G-00.//6 : 7
3 BASE BID Item Description Units Qty ADDITIVE ALTERNATES Item Description Units Qty General Work Staging and Site Control Lsum Mobilization Lsum Soil and Sedimentation Control Lsum General Work Staging and Site Control Lsum Mobilization Lsum Soil and Sedimentation Control Lsum Wall Reconstruction Wall Reconstruction 09-0 Remove Existing Dock Wall and Stone Fill Lsum 09-0 Site Removals Lsum Bin Wall Sft Remove Existing Dock Wall and Stone Fill 09-0 Site Removals Bin Wall Lft 5 Lft 5 Sft Concrete Retaining Walls Cyd Site Furnishings - Dock Cleats Each Concrete Headwall Cyd Site Furnishings - Picnic Tables, Half Width Each Concrete Walking Surface Sft Site Furnishings - Wood Bumpers Sft Site Furnishings - Dock Cleats Each Site Furnishings - Ladders Each Site Furnishings - Picnic Tables, Half Width Each Site Clearing Lft Site Furnishings - Wood Bumpers Sft Excavation, Earth Cyd Site Furnishings - Ladders Each Site Clearing Lsum Excavation, Rock Cyd Engineered Fill Cyd Excavation, Earth Cyd River Rock Riprap Ton Excavation, Rock Cyd Engineered Fill Cyd River Rock Riprap Ton Decorative Concrete Walking Surface Sft Slope Restoration Syd Decorative Concrete Walking Surface Sft Slope Restoration Syd 500 Electrical Improvements Site Electrical Lsum 00% Submittal, Phase Rev % Submittal Floating Dock and Gangway 55-0 Floating Wood Dock Lsum 55-0 Gangway Lsum Drainage Course Improvements 09-0 Site Removals Lsum Concrete Headwall Cyd Site Clearing Lsum Excavation, Earth Cyd Excavation, Rock Cyd Engineered Fill Cyd Boulders, " to 6" Ea River Rock Riprap Ton Slope Restoration Syd Elliptical Concrete Pipe (" x 8") Ft 0 5 Electrical Improvements J.Wangeman N08.00 Phase I Quantities M.Stoppel N08.00 G Site Electrical Lsum //6 : 7
4 PHASE II General Work Staging and Site Control Lsum Mobilization Soil and Sedimentation Control Lsum Lsum Wall Reconstruction 09-0 Remove Existing Dock Wall and Stone Fill 09-0 Site Removals Lsum Lsum Bin Wall Sft Wood Decking Sft Pipe and Tube Railing Lft Site Clearing Lsum Excavation, Earth Cyd 0 00% Submittal, Phase Rev 00% Submittal Excavation, Rock Cyd Engineered Fill Cyd Decorative Concrete Walking Surface Sft Slope Restoration Syd Site Furnishings - Dock Cleats Each Site Furnishings - Picnic Tables, Half Width Each Site Furnishings - Wood Bumpers Sft Site Furnishings - Ladders Each Electrical Improvements Entire Site Lsum Phase II Quantities (N.I.B.) M.Stoppel N08.00 J.Wangeman N08.00 G-00 //6 : 7
5 00% Submittal, Phase Rev 00% Submittal General Site Development Plan M.Stoppel N08.00 J.Wangeman N08.00 G-0 //6 : 5 7
6 00% Submittal, Phase Rev 00% Submittal Marina Rehab Demo Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-0 //6 : 6 7
7 00% Submittal, Phase Rev 00% Submittal Marina Rehab Demo Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-0 //6 : 7 7
8 00% Submittal, Phase Rev 00% Submittal IMPROVEMENTS -PHASE I Marine Rehab Demo Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-0 //6 : 8 7
9 00% Submittal, Phase Rev 00% Submittal Marina Rehab Demo Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-0 //6 : 9 7
10 00% Submittal, Phase Rev 00% Submittal Marina Rehab Site Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-05 //6 : 0 7
11 00% Submittal, Phase Rev 00% Submittal Marina Rehab Site Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-06 //6 : 7
12 00% Submittal, Phase Rev 00% Submittal Marina Rehab Site Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-07 //6 : 7
13 00% Submittal, Phase Rev 00% Submittal Marina Rehab Site Plan M.Stoppel N08.00 J.Wangeman N08.00 CM-08 //6 : 7
14 00% Submittal, Phase Rev 00% Submittal Marina Rehab Profiles M.Stoppel N08.00 J.Wangeman N08.00 CM-09 //6 : 7
15 00% Submittal, Phase Rev 00% Submittal Marina Rehab Profiles M.Stoppel N08.00 J.Wangeman N08.00 CM-0 //6 : 5 7
16 00% Submittal, Phase Rev 00% Submittal Marina Rehab Profiles M.Stoppel N08.00 J.Wangeman N08.00 CM- //6 : 6 7
17 00% Submittal, Phase Rev 00% Submittal Marina Rehab Profiles M.Stoppel N08.00 J.Wangeman N08.00 CM- //6 : 7 7
18 00% Submittal, Phase Rev 00% Submittal Marina Rehab Enlarged Site Plan M.Stoppel N08.00 D.Boyle N08.00 CM-0 //6 : 8 7
19 00% Submittal, Phase Rev 00% Submittal Marine Rehab Enlarged Demolition Plan M.Stoppel N08.00 D.Boyle N08.00 CM-0 //6 : 9 7
20 00% Submittal, Phase Rev 00% Submittal Marina Rehab Enlarged Site Plan M.Stoppel N08.00 D.Boyle N08.00 CM-0 //6 : 0 7
21 00% Submittal, Phase Rev 00% Submittal Marina Rehab Enlarged Site Plan M.Stoppel N08.00 D.Boyle N08.00 CM-0 //6 : 7
22 00% Submittal, Phase Rev 00% Submittal Marina Rehab Details M.Stoppel N08.00 D.Boyle N08.00 CM-50 //6 : 7
23 00% Submittal, Phase Rev 00% Submittal Marina Rehab Details M.Stoppel N08.00 D.Boyle N08.00 CM-50 //6 : 7
24 00% Submittal, Phase Rev 00% Submittal Marina Rehab Details M.Stoppel N08.00 D.Boyle N08.00 CM-50 //6 : 7
25 LOCATION Phase I ITEM NUMBER OF ITEMS SLIP CLEATS TABLES SLIP CLEATS TABLES SLIP CLEATS TABLES LOCATION Phase II (N.I.B.) NUMBER OF ITEM ITEMS SLIP 0 CLEATS TABLES SLIP CLEATS TABLES SLIP CLEATS TABLES Phase II (cont) (N.I.B.) NUMBER OF LOCATION ITEM ITEMS SLIP 9 CLEATS TABLES SLIP 0 CLEATS TABLES SLIP CLEATS TABLES 00% Submittal, Phase Rev 00% Submittal SLIP CLEATS TABLES SLIP CLEATS TABLES SLIP CLEATS TABLES SLIP 5 CLEATS TABLES SLIP 6 CLEATS TABLES SLIP 7 CLEATS TABLES SLIP 8 CLEATS TABLES SLIP 9 CLEATS TABLES SLIP CLEATS TABLES SLIP 5 CLEATS TABLES SLIP 6 CLEATS TABLES SLIP 7 CLEATS TABLES SLIP 8 CLEATS SLIP CLEATS TABLES SLIP CLEATS TABLES FISHING AREA TABLES Marina Rehab Details M.Stoppel N08.00 D.Boyle N08.00 CM-50 //6 : 5 7
26 00% Submittal, Phase Rev 00% Submittal Marina Rehab Details M.Stoppel N08.00 J.WANGEMAN N08.00 CM-505 0/7/7 : 6 7
27
28
29 FEEDER VOLTAGE DROP SCHEDULE FEEDER NUMBER LOAD DESCRIPTION LOAD AMPS () WIRE SIZE (75 DEGREE) LENGTH(FEET) Vd %() W SLIPS THROUGH 80 /0 (0A) 50.9 W SLIPS 5 THROUGH 8 80 /0 (0A) 60. W SLIP (65A) E SLIPS 0 THROUGH 6 5 /0 (00A) 0. E SLIPS 7 THROUGH 5 /0 (00A) 0. : () CALCULATION OF FEEDER LOAD BASED ON NEC TABLE 555. AND IT'S # AND # () BRANCH LOADS ARE WITHIN 0 FOOT OF PANEL, SO % FOR FEEDER Vd AND % FOR BRANCH CIRCUIT EQUALS 5% TOTAL ALLOWED PER NEC MARINE PEDESTAL TYPES TYPE ELECTRICAL REQUIREMENTS WEST SIDE RECEPT. EAST SIDE RECEPT BUS AMPS LIGHT METER NOTE # TVSS DOOR C.O. () MP TWO 0A (0V) TWO 0A (0V) NOTE # TWO YES NOTE # YES MP ONE 0A(0V)/ONE 50A(0/0V) ONE 0A(0V)/ ONE 50A(0/0V) NOTE # TWO YES NOTE # YES MP ONE 0A(0V)/ONE 50A(0/0V) NONE NOTE # ONE YES NOTE # YES MP NONE TWO 0A (0V) NOTE # ONE YES NOTE # YES :. PHOTOCELL CONTROLLED LED LIGHT WITH AMBER LENS.. LOCKABLE WEATHERPROOF DOOR WHICH PROTECTS THE RECEPTACLES WHILE IN USE.. WIRELESS REMOTE ELECTRIC METERING.. 0A, 0V GFCI (5MA) RECEPTACLE FOR CONVENIENCE USE.
30 LIGHTING FIXTURE LEGEND MARK DESCRIPTION MANUFACTURER & CAT # WATTS LAMPS SL POLE MOUNTED LED LITHONIA #DSX0LED 0C 700 0K TM MVOLT SPA 5 SL POLE MOUNTED LED LITHONIA #DSX0LED 0C 50 0K TM MVOLT SPA 5 SL POLE MOUNTED LED LITHONIA #DSX0LED 0C 50 0K TM MVOLT SPA W/PC 5 :. FOR APPROVED EQUAL SEE SPECIFICATION. LED- INCLUDED LED- INCLUDED LED- INCLUDED BRONZE, 0V BRONZE, 0V BRONZE, 0V
31
32
33 00% Submittal, Phase Rev 00% Submittal IMPROVEMENTS -PHASE I Storm Drainage Demo Site Plan M.Stoppel N08.00 D.Boyle N08.00 C-0 //6 : 7
34 00% Submittal, Phase Rev 00% Submittal E Storm Drainage Rehab Site Plan M.Stoppel N08.00 D.Boyle N08.00 C-0 //6 : 7
35 00% Submittal, Phase Rev 00% Submittal Storm Drainage Profiles M.Stoppel N08.00 D.Boyle N08.00 C-0 //6 : 5 7
36 00% Submittal, Phase Rev 00% Submittal IMPROVEMENTS (PHASE I) Ottawa Bessemer Storm Drainage Details M.Stoppel N08.00 D.Boyle N08.00 C-50 //6 : 6 7
37 00% Submittal, Phase Rev 00% Submittal IMPROVEMENTS (PHASE I) Ottawa Bessemer Storm Drainage Details M.Stoppel N08.00 D.Boyle N08.00 C-50 //6 : 7 7
38 00% Submittal, Phase Rev 00% Submittal IMPROVEMENTS Ottawa Bessemer BIN WALL CROSS SECTIONS M.Stoppel N08.00 D.Boyle N08.00 //6 :
39 00% Submittal, Phase Rev 00% Submittal IMPROVEMENTS Ottawa Bessemer BIN WALL CROSS SECTIONS M.Stoppel N08.00 D.Boyle N08.00 //6 :
40 00% Submittal, Phase Rev 00% Submittal IMPROVEMENTS Ottawa Bessemer BIN WALL CROSS SECTIONS M.Stoppel N08.00 D.Boyle N08.00 //6 :
PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS. room) Scalable bubble diagrams schedules describing programmatic
GENERAL SITE PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Scope of work narrative Building code review Description of construction Documentation on drawings as List of applicable
Can you please issue the most recent Soils Report as prepared by Strata? Updated Soils Report to be posted to Christenson Corporation web site
CCH ioneer anor Skilled Nursing Facility Questions June, 0 A-Wyoming Can you please issue the most recent Soils Report as prepared by Strata? Updated Soils Report to be posted to Christenson Corporation
INDEX OF SHEETS FLAMING GORGE RANGER DISTRICT OFFICE ADDITION REGION 4 INTERMOUNTAIN REGION ASHLEY NATIONAL FOREST DRAWING SHEET INDEX
INDEX OF SHEETS SHT. DWG. SHEET TITLE GENERAL 1 G1 COVER SHEET, VICINITY MAP, PROJECT DESCRIPTION 43 A402 INTERIOR ELEVATIONS WOMENS 44 A403 INTERIOR ELEVATIONS MENS 45 A404 INTERIOR ELEVATIONS BUILDING-PLUMBING
HAYES VALLEY PLAYGROUND AND CLUBHOUSE PROJECT NO.: SAN FRANCISCO PARKS AND RECREATIONS SAN FRANCISCO, CA
HAYES VALLEY PLAYGROUND AND CLUBHOUSE PROJECT NO.: 08012.00 SAN FRANCISCO PARKS AND RECREATIONS SAN FRANCISCO, CA ADDENDUM NUMBER 1 to the BID SET August 10, 2009 General This Addendum will become part
CS2.0 COVER SHEET VOL. 2
ARCHITECT GEORGE CROMWELL ELEMENTARY SCHOOL REVITALIZATION 525 Wellham Avenue Glen Burnie, Maryland 21061 OWNER ANNE ARUNDEL COUNTY PUBLIC SCHOOLS 9034 FT. SMALLWOOD ROAD PASADENA, MARYLAND 21122 tel:
Design Deliverables. Summary. A. Expectations for Design Deliverables:
Design Deliverables Summary A. Expectations for Design Deliverables: The Design Team is obligated to advance and deliver the project with a professional manner and standard of care that meets the expectations
6.5. Power Pedestals... Contents Description. Firehouse. Marina Power and Lighting Equipment
Power Pedestals.5 Contents Power Pedestals........................... Lighthouse............................... Lighthouse SS............................ Admiral SS............................... Newport
STANDARD BID ITEM NUMBERS
10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation
LP B C D E F G H I MOUNTING FINISH
84-LE Low Profile Gladetino Luminaire Client: Project Name: Order #: Type: Qty: Performance ata CRI 70+, 9 Optional CCT 3000K, 300K, 4000K, 000K, Amber Projected Lifetime 86,000 ours (L70) 8,000 ours (L80)
INVITATION FOR BID (IFB) IFB NO. GSWA
INVITATION FOR BID (IFB) IFB NO. GSWA-005-16 AGAT AND MALOJLOJ RESIDENTIAL TRANSFER STATION IMPROVEME AND DEDEDO RESIDENTIAL TRANSFER STATION CLOSURE ADDENDUM NO. 6 September 22, 2016 ALL BIDDERS MUST
Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02
Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02 1. INTRODUCTION This standard is written to provide the professional surveyor (Surveyor) and the client with a guideline for producing
EXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS
CONTRACT NUMBER: IFB-8-B006 ARCHITECT / ENGINEER : HURST-ROSCHE, INC. NO. LINOIS 62203 (68) 398-0890 -7 E. RANDLE ST./ N. FRITZ ST. 402 CHERRY ST., 404-406 ST. LOUIS ST. 502-506 DEE ST. 50-505 PLUM ST.
Pontoon Installation Manual
Pontoon Installation Manual 1. How to Install cubes P.2 2. How to install the short pin P. 2 3. How to install the long pin P.3 4. How to install the short screw & nut P.4 5. How to install the long screw
MPLGF A 125V 1-pole GFI* MPL A 125V 1-pole* MPL A 125/250V 2-pole* MPLGF A 125/250V 2-pole GFI with Plate* MPL3100D
BREAKERS MPL1020 20A 125 V 1-pole* MPLGF1020 20A 125V 1-pole GFI* MPL1030 30A 125V 1-pole* MPLGF1030 30A 125V 1-pole GFI* MPL1050 50A 125V 1-pole* MPL2020 20A 125/250V 2-pole* MPLGF2020 20A 125/250V 2-pole
50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges
50.24 Culverts, Bridges and Culvert Bridges Type, Size and Location (T, S & L) Plans shall be required for all Bridges, Culvert Bridges and Culverts of eight-foot (8') clear span or greater as follows:
11/06/2014 Pay Items - 1
Pay Item Description Pay Unit 90701 Mobilization.... LS 91101 Excavation.... L.F. 91102 Excavation.... mi 91103 Excavation.... LS 91104 Borrow..... C.Y. 91105 Borrow..... LS 91106 Existing Trail Restoration...
UNION COUNTY ENGINEER DIVISION OF BUILDING REGULATIONS
UNION COUNTY ENGINEER DIVISION OF BUILDING REGULATIONS Residential Pool Permit Requirements FEES: A nonrefundable permit application fee of $25.25 and a nonrefundable plan review fee of $40.40 will be
Notch Bollard LED 5YEAR LED WARRANTY. Order Code: Pole Order Code: Series Height Finish Options. Customer: Date: Project: Qty: Type: ft.
Date: Customer: Project: Type: Qty: Order Code: T Series - - - - - - - - T Pole Order Code: - - - Series Height Finish Options Height ft. ft. ft. ft. ft. ft. *For other heights, please consult factory
Excavation and embankment (cut and fill)
Excavation and embankment (cut and fill) Excavation = the removal of soil or rock from its natural location. Embankment = the placement and compaction of layers of earth or rock to form a roadbed of the
DETAIL CROFT FARM OUTBUILDING RESTORATION TOWNSHIP OF CHERRY HILL, NEW JERSEY
2x DIMENSIONAL LUMBER SISTER/SCAB REINFORCEMENT MEMBER 060523 3/8" A304 BOLT @ 8" O.C., STAGGERED EXISTING FRAMING MEMBER SECTION PROVIDE MIN EDGE DISTANCES AS SHOWN, TYP. ELEVATION REFER TO IFICATION
City of Massillon Site Plan Checklist
City of Massillon Site Plan Checklist The following information MUST be included with all Site Plans submitted for review and processing in order to constitute a complete Site Plan Package. Incomplete
VICINITY MAP LOCATION MAP GRAPHIC SCALES
VICINITY MAP LOCATION MAP GI-01 LEGEND TABLE OF CONTENTS CONSTRUCTION SEQUENCE NOTES GENERAL NOTES SEDIMENTATION & EROSION CONTROL ABBREVIATIONS GI-02 M P P P P M EXISTING HYDRAULIC PROFILE AND DEMOLITION
Parts Price List - Save 10% by buying online at Description Cat # PRICE
Parts Price List - Save 10% by buying online at www.marinapower.com Description Cat # PRICE Receptacles 20A GFCI Duplex MPL3038 $20.75 30A 125V Twistlock MPL3039 26.75 50A 125V Twistlock MPL3040 65.25
Information for File # RMM
Information for File # 3-4-RMM Applicant:, L.P. Corps Contact: Ryan Malterud Address: 8 Fifth Street East, St. Paul, Minnesota 56 E-Mail: Ryan.M.Malterud@usace.army.mil Phone: (65) 9-586 Primary County:
KidsAbility Guelph Hub Renovation ADDENDUM #2 Project No.:
KidsAbility Guelph Hub Renovation ADDENDUM #2 This Addendum amends and forms part of the Bidding and Contract Documents for the above Project as follows: CLARIFICATIONS Q1. Is it possible to set up a secondary
B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422
B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422 422.1 GENERAL The work under these tender items consists of the fabrication and installation in open cut of precast reinforced
THE CHURCH OF J ESUS CHRIST OF LATTER-DAY SAINTS BISHOPS' STOREHOUSE THE CHURCH OF OF LATTER-DAY SAINTS HOME STORAGE CENTER BISHOPS' STOREHOUSE
231 THE CHURCH OF J ESUS CHRIST OF LATTER-DAY SAINTS BISHOPS' THE CHURCH OF BISHOPS' HOURS Monday-Friday P.M. - X:00 A.M. X:00 Saturday P.M. - X:00 A.M. X:00 J ESUS CHRIST OF LATTER-DAY SAINTS HOME STORAGE
Single-Family Dwelling Submittal Requirements
Single-Family Dwelling Submittal Requirements The purpose of this guideline is to assist our customers in preparing for plan submittal. The items listed must be included before your plans can be accepted
MECKLENBURG COUNTY. Land Use and Environmental Service Agency Code Enforcement 2/9/11 ELECTRICAL CONSISTENCY MEETING. Code Consistency Questions
MECKLENBURG COUNTY Land Use and Environmental Service Agency Code Enforcement 2/9/11 ELECTRICAL CONSISTENCY MEETING Code Consistency Questions 1. I have a 500 KVA generator, with no overcurrent protection
PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1
PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT 3-41-0056-024-2018 ADDENDUM NO. 1 Addendum No. 1 hereby amends the contract documents and drawings for the Scappoose
CITY OF DANA POINT DEVELOPMENT REVIEW
Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK...
VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.
Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND
MAJOR GRADING PLAN CHECKLIST
MAJOR GRADING PLAN CHECKLIST PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION 8130 Allison Avenue, La Mesa, CA 91942 Phone: (619) 667-1166 Fax: (619) 667-1380 Grading plans shall address both rough grading
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 Email: cdd@ci.tumwater.wa.us WATER-SEWER-STREET-STORM (IN CITY) Submittal Checklist TUM - RCVD BY DATE STAMP APPLICANT INFORMATION
Technical Assignment #2 Electrical Existing Conditions Report
Technical Assignment #2 Electrical Existing Conditions Report SYSTEM TYPE: THIS IS A RADIAL DISTRIBUTION SYSTEM BECAUSE ALL PANELS, THE MOTOR CONTROL CENTER AND THE MECHANICAL EQUIPMENT DISTRIBUTION SYSTEM
FXL-168 FIXED RACK ASSEMBLY INSTRUCTIONS SALES ORDER #
ZOMEWORKS FXL-168 FIXED RACK ASSEMBLY INSTRUCTIONS SALES ORDER # 1 1011 Sawmill Road NW, PO Box 25805, Albuquerque, NM 87125 USA (505) 242-5354 / (800) 279-6342 / FAX (505) 243-5187 E-mail: zomework@zomeworks.com
Regal Series Recessed Flatwalls
Regal Series Recessed Flatwalls General Specifications The Amico Regal Series Recessed Flatwall shall be manufactured by Amico Corporation, in accordance with job specific shop drawings and documents.
Town of Westlake Construction Plans Review Checklist
CONSTRUCTION PLANS CONTENTS All Drawings 24 x 36 Cover Sheet Final Plat Site Plan Demolition Plan Utility Plan Drainage Area Map and Calculations Paving Plan & Profile Sheets Storm Drain Plan & Profile
State College Area School District
State College Area School District The following is a guideline for project design submittals to the Facility Committee of the State College Area School District. During the design process the committee
.1 Applicability: These criteria shall be applied as follows:
DESIGN CRITERIA DIVISION 4800 STREET LIGHTING 4801 GENERAL: These criteria shall be adhered to for the design of all publiclyfinanced or privately-financed traffic signal systems to be installed in the
Chapter 25. Lighting Plans
Chapter 25 Lighting Plans The following are changes, additions or deletions to the January 2014, Topic #625-000-008, Plans Preparation Manual (PPM), for use on Turnpike projects only. 25.1 General Replace
RECORD GROUP NUMBER 156
DEPARTMENT OF MENTAL HEALTH AND MENTAL RETARDATION HOSPITAL AND SCHOOL FOR THE RETARDED ARLINGTON, TENN. BLUEPRINTS, 1965 RECORD GROUP NUMBER 156 Processed by: David R. Sowell Archival Technical Services
MILL HILL ARTS VILLAGE
OWNER CIVIL ENGINEER MACON-BIBB URBAN DEVELOPMENT AUTHORITY ALEX MORRISON, EXECUTIVE DIRECTOR 200 CHERRY STREET, SUITE 300 MACON, GA 31201 OFFICE PHONE : (478) 803-2402 TRIPLE POINT ENGINEERING DAN WALLACE,
EML17 LED. Munich Pendant. Ordering Guide: EML17 LED
EML17 LED Munich Pendant CATALOG # Project Type This European shaped pendant or wall mount luminaire consists of a driver housing and skirt with an internal light engine with a choice of two lens options.
4000 Watt - Metal Halide - Three Stage Light Tower - 30 Feet
4000 Watt - Metal Halide - Three Stage Light Tower - 30 Feet Part #: LM-30-3S-4X1000W Page: 1 Made in the USA The LM-30-3S-4X1000W Light Tower from Larson Electronics is a 30 foot extendable light tower
TEACHER ASSESSMENT BLUEPRINT ELECTRICAL CONSTRUCTION TECHNOLOGY. Test Code: 5171 Version: 01
TEACHER ASSESSMENT BLUEPRINT ELECTRICAL CONSTRUCTION TECHNOLOGY Test Code: 5171 Version: 01 Specific Competencies and Skills Tested in this Assessment: OSHA Regulations and Electrical Safety Practices
How to build a safer shelter. Facsimile of Letter of President of IFRC
How to build a safer shelter Facsimile of Letter of President of IFRC 2 b,fykhwnfaqmufmurnfenf; How to build a safer shelterh HH WHAT THIS GUIDE IS FOR: HOW TO BUILT A SAFE SHELTER Yearly, in the rainy
Element Z General Design Requirements Standards and Other Requirements
P AR T 1 - GENERAL 1.01 OVERVIEW A. The Table identified in Part 2 of this document summarizes A/E deliverables and minimum level of information to be depicted on construction documents at 100 percent
RETAIL ELECTRIC SERVICE TARIFF P.S.C. Md. No. 3 SL Sheet 73 SCHEDULE SL STREET LIGHTING SERVICE
AVAILABILITY RETAIL ELECTRIC SERVICE TARIFF P.S.C. Md. No. 3 SL Sheet 73 SCHEDULE SL STREET LIGHTING SERVICE Available throughout the territory served by the Cooperative to: 1. Towns, villages and organized
Residential Construction Checklist Single and Two Family Construction
DATE: _ Building Inspection Submittal Requirements Residential Construction Checklist Single and Two Family Construction Submit a City of Big Spring Permit Application, checklist, and 3 complete hard copy
Maintenance of Traffic sequence of operations including any phasing and detour maps;
All Local-let projects are required to have a Stage 2 submittal to the LPA Manager for review. The only exceptions are 2-lane resurfacing, striping, guardrail, and raised pavement markers, unless otherwise
2. What are the estimated volumes for the Residuum Harvesting See response to Question 1
No. Question Answer 1. What are the approximate earthwork quantities for this job? FBP approximate quantities will be provided via amendment with or before the CADD files. Contractor is still responsible
MULTIPLE-FAMILY DESIGN REVIEW SUBMITTAL CHECKLIST
MULTIPLE-FAMILY DESIGN REVIEW SUBMITTAL CHECKLIST This application lists the content and format of the submittal requirements to initiate the Design Review process. An incomplete application will not be
ADDENDUM NO. 3. Ellis County Elections Building
AUSTIN ARCHITEXAS DALLAS ARCHITECTURE, PLANNING AND HISTORIC PRESERVATION, INC. ADDENDUM NO. December 8, 2014 to the BIDDING DOCUMENTS for Ellis County Elections Building Waxahachie, Texas By ARCHITEXAS
Bestall Collaborative Limited Planning Environment Construction Management Development
November 18, 2017 Bestall Collaborative Limited Lori Hight, AICP, Senior Planner City Development Department City of Thornton City Hall 9500 Civic Center Drive Thornton, Colorado 80229-4326 RE: River Valley
Digitally Signed 06/02/2015
Digitally Signed 06/0/05 Digitally Signed 06/0/05 Digitally Signed 06/0/05 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 6--5 6 ARK. JOB NO. 08057 6 8 075 QUANTITIES 5706 SUMMARY
Marina Power & RV Park Equipment. Parts Handbook Volume III
Marina Power & RV Park Equipment Parts Handbook Volume III Table of Contents PARTS Receptacles 4 Breakers 6 Light Assembly 8 Phone, Cable, and Internet Assemblies 10 Water Assemblies 12 Digital Electronic
24 X32 3 CAR GARAGE POLE BARN STYLE FRAME
24 X32 3 CAR GARAGE POLE BARN STYLE FRAME 3 ENTRY DOOR 2 WINDOWS, 1 @ EA. END 1-16 X8 GARAGE DOOR 1-9 X8 GARAGE DOOR 4 CONCRETE SLAB 10 WALLS 4/12 PITCH METAL ROOF METAL SIDING INDEX PAGE DESCRIPTION 1
Wayne State University. Prentis Building Renovation. NM Project Number: Niagara Murano 2215 Cole Street Birmingham, Michigan, 48009
ADDENDUM NO 2 OWNER: Wayne State University DATE: January 4 th, 2019 PROJECT: NM Project Number: 18113.0 ARCHITECT: ENGINEER: Niagara Murano 2215 Cole Street Birmingham, Michigan, 48009 IMEG 26200 Town
SHOREMASTER DOCK SECTIONS Instructions and Safety Tips
SHOREMASTER DOCK SECTIONS Instructions and Safety Tips Infinity RS Infinity TS9 Infinity RS Floating FTS9 PUT SAFETY FIRST To prevent serious personal injury or death, study and fully understand the proper
RESIDENTIAL DEMOLITION PERMIT APPLICANT CHECKLIST
RESIDENTIAL DEMOLITION PERMIT APPLICANT CHECKLIST The purpose of this form is to inform applicants of: 1) the requirements for building permits and stormwater permits for residential demolition projects;
APPENDIX E CIVIL DESIGN (QUANTITY CALCULATION)
APPENDIX E CIVIL DESIGN (QUANTITY CALCULATION) LOWER CACHE RIVER 1135 CIVIL DESIGN CALCULATIONS R2200, R90, & FILTER MATERIAL VOLUME CALCULATIONS FOR WEIR STRUCTURES EMBEDDED RIPRAP THICKNESS 4' 6'
DX450 Red-D-Arc PARTS LIST FOR RETURN TO MAIN INDEX
Illustration of Sub Assemblies Illustration of Sub Assemblies Illustration of Sub Assemblies Illustration of Sub Assemblies P-582 RETURN TO MAIN INDEX PARTS LIST FOR DX450 Red-D-Arc P-582 Index of Sub
Operating Standards Attachment to Development Application
Operating Standards Attachment to Development Application Planning & Development Services 2255 W Berry Ave. Littleton, CO 80120 Phone: 303-795-3748 Mon-Fri: 8am-5pm www.littletongov.org SITE DEVELOPMENT
Lux-Ray LED Series Low-profile, sleek look light fixture NEMA-3R
102 EMERGI-LITE REMOTE FIXTURES Lux-Ray LED Series Low-profile, sleek look light fixture Optional high-lumen output Optional photo-switch: dusk-to-dawn control of normal lighting Optional remote test:
QUANTITY SURVEYS. Introduction
QUANTITY SURVEYS Introduction In engineering surveying, we often consider a route (road, sewer pipeline, channel, etc.) from three distinct perspectives. The plan view of route location is the same as
DOCUMENT SUBMITTAL REQUIREMENTS FOR A NEW SINGLE-FAMILY DWELLING
INFORMATION BULLETIN / GENERAL INFORMATION REFERENCE NO.: DOCUMENT NO.: P/GI 2014-009 Previously Issued As: P/GI 2011-009 Effective: 01-01-2014 Revised : DOCUMENT SUBMITTAL REQUIREMENTS FOR A NEW SINGLE-FAMILY
King And Queen County, VA P.O. Box 177 King and Queen Courthouse, VA (804) (804) (fax)
King And Queen County, VA P.O. Box 177 King and Queen Courthouse, VA 23085 (804) 785-5975 (804) 785-5999 (fax) Shoreline Erosion Project Water Quality Impact Assessment (WQIA) & Wetland Board Permit Submittal
D824-LED D Low Profile Gladetino Luminaire. 10 Yr USA. Performance Data
84-LE Low Profile Gladetino Luminaire Performance ata CRI 70+, 9 Optional CCT 3000K, 300K, 4000K, 000K, Amber Projected Lifetime 86,000 ours (L70) 8,000 ours (L80) imming 0-0V imming Standard, 0% to 00%
BAPTIST HOSPITAL BEAUMONT 3080 College Street
5/A500 CABINET DETAIL SCALE: 3/4" = 1'-0" 6/A500 CABINET DETAIL SCALE: 3" = 1'-0" BAPTIST HOSPITAL BEAUMONT 3080 College Street PANELBOARD SCHEDULE PANEL LOCATION: Electrical Room E1B01 DESIGNATION VOLTAGE:
PolyDock MAY RESULT IN PERSONAL INJURY OR DEATH AND WILL INVALIDATE THE
Floating PolyDock PolyDock Instructions and Safety Tips Floating PRODUCT PolyDock ASSEMBLY INSTRUCTIONS Instructions and Safety Tips - PUT SAFETY FIRST - PUT SAFETY FIRST 1. To avoid the risk of personal
INSTALLATION INSTRUCTIONS F Series Floodlight
IMPORTANT: Read carefully before installing. All work should be performed by a qualified Electrician. These instructions may not provide directions to cover every variation and detail. To obtain additional
Survey Data and TOPO Checklist
Checklists Survey Data and TOPO Preliminary Plan Field Review Plans o Field Review Erosion Control Right-of-Way and Utility Meeting Plans Final Plan Field Review Plans Methods of Plan Markups Plan-in-Hand
Customer Connection Guide Updates Effective May 2017
This document provides a list of the updates to the EPCOR Distribution and Transmission Inc. (EDTI) Customer Connection Guide. If you have any questions, please contact EDTI Customer Engineering Services
NWP of 9 Enclosure
A l b a n y Linn County Tax Lots S03W8BD0050 S03W8BA003 S03W8BA00700 Albany, OR 973 G e o R e s o u r c e s, L L C 000 0 000 000 Feet Scale: :,000 FIGURE : LOCATION MAP Scale: " =,000' Source: Albany GIS
Lumen Method Calculation Assignments Due: Tuesday, November 28, 9:00am
Interior Architecture Ohio University College of Fine Arts School of Art+Design ART 2640, Building Systems of Interior Environments Fall Semester 2017 Tuesdays & Thursdays 9:00-10:20 Matthew Ziff, Associate
Quality Control Checklist - Design Drawings
Quality Control Checklist - Design Drawings Date Company Name Address Telephone Fax Email Job Number 1) Drawing Set a) Drawing one is site/location/incoming power i) Should contain location map if not
CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION:
CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION: LOG NO.: LEGEND REVIEW REVIEWED BY DATE / - Requirement satisfied 1 O Requirement not satisfied 2?
SECTION COMMUNICATIONS ELECTRICAL POWER DISTRIBUTION
SECTION 16715 COMMUNICATIONS ELECTRICAL POWER DISTRIBUTION PART 1 - GENERAL 1.01 SECTION DESCRIPTION AND BASIC REQUIREMENTS A. The Electrical Power Distribution System provides power distribution from
TYPICAL SECTIONS TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA ROUNDING DETAIL TYPICAL NO.
FILL SECTION TYPICAL NO. 1 (MAINLINE) STA. 2434. TO STA. 244035.16 STA. 244396.83 TO STA. 2449. CUT SECTION ROUNDING DETAIL FILL SECTION TYPICAL NO. 3 (DETOUR) CUT SECTION STA. 242849.86 TO STA. 2453.88
1. Name the horizontal member that rests on the foundation wall to support other wood members.
Student Name: Teacher: Date: District: Rowan Assessment: 9_12 T and I IC62 - Drafting - Architr II Test 1 Description: Unit C - Floorplans - Test 3 (ALL) Form: 501 1. Name the horizontal member that rests
DIVISION 26 ELECTRICAL SECTION ELECTRICAL
DIVISION 26 ELECTRICAL SECTION 26 1000 ELECTRICAL PART 1 - GENERAL 1.1 WORK INCLUDED A. Furnish all labor, material and equipment necessary for the complete installation of the Electrical System as shown
MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX
407-1 - MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX 407-1.1 GENERAL Tender Items Specifications Standard Drawings 407-1.1.1 Frame and Grate Selection 407-1.1.2 Selection of Structure
TRANSMITTAL LETTER. As Builts Change Order Contract Copy of Letter Insurance. For approval Approved as submitted Resubmit copies for approval
Redwood City Electric, Inc. TRANSMITTAL LETTER To: Transworld Construction, Inc. 1178 Folsom Street San Francisco, CA 94103 Date: 05/31/12 Job #: 9340 Regarding: SFO DATA CENTER Attn: Rob Acero We are
STANDARD DETAILS Crow Canyon Road San Ramon, CA Telephone: (925) Fax: (925)
STANDARD DETAILS 2401 Crow Canyon Road San Ramon, CA 94583 Telephone: (925) 973-2670 Fax: (925) 838-3937 CITY OF SAN RAMON STANDARD DETAILS INDEX CONCRETE WORK NAME DRAWING # Curb, Gutter & Sidewalk C-1
2' x 3' Polymer Pull Box Cover 4'-0" 7'-0" 24" x 76" Access Opening 3'-6"
Scope.1 Precast Concrete Equipment Slab Box 8' x 10' x Pad with 4' x 7' x 3'- Box for 5-Way RAM Gas Switch, 2-Way, 3-Way, and 4-Way Pad-Mounted RAG Gas Switches, VFI 9, VFI 12, Bypass Switch, and 33 kv
ADDENDUM NO. 1. REPAIRS Lebanon Readiness Center Lebanon, Missouri Project No. T
ADDENDUM NO. 1 TO: PLANS AND SPECIFICATIONS FOR: MISCELLANEOUS ROOF & EXTERIOR REPAIRS Lebanon Readiness Center Lebanon, Missouri Project No. T1424-04 Bid Opening Date: September 4 th, 2014 (Unchanged)
HIGH/LOW/OFF PIR OUTDOOR PHOTO/MOTION SENSOR IN IP66 ENCLOSURE FOR FLEXIBLE MOUNTING
HIGH/LOW/OFF PIR OUTDOOR PHOTO/MOTION SENSOR IN IP66 ENCLOSURE FOR FLEXIBLE MOUNTING Product Overview The FSP-2x1B is a family of passive infrared (PIR) outdoor sensors that raise or lower the electric
ADMINISTRATION DEPARTMENT Plant Management Division. An Inventory of Its State Office Building Drawings
MINNESOTA HISTORICAL SOCIETY Minnesota State Archives ADMINISTRATION DEPARTMENT Plant Management Division An Inventory of Its State Office Building Drawings OVERVIEW OF THE RECORDS Agency: Minnesota. Dept.
SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section
02760-1 of 5 SECTION 02760 STEEL LIGHTING STANDARDS 02760.01 GENERAL A. Description Steel lighting standards shall include, but not necessarily be limited to, furnishing and installing steel lighting poles,
SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard
411 West Congress St., Maple Lake, MN Toll Free
411 West Congress St., Maple Lake, MN 55358 Toll Free 877-466-8837 www.wavearmor.net Post Attachments (22926 & 21951) to Wave Port - Assembly Instructions: Attach any post attachments to a Wave Port while
ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS
ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS Detailed construction drawings for system extensions shall be prepared for approval with a submittal to the Authority. All construction
Marcus Moziah Garvey Elementary School S Morgan St Chicago, IL 60643
Facility Assessment Report This report contains a summary of the results from the facility assessment completed on the date noted in the document footer below. This report will roll-up each assessed item
Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.
DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-02) MANUAL: Standard Plates DATED: May 11, 2012 SUBJECT: Standard
Floodlight Luminaire. Area Wide Forward Wide Flood Medium Flood Narrow Flood Spot Narrow Spot
WW RSXF LED Floodlight Luminaire Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction Specifications EPA (ft @ ):.9 ft (.8 m ) W The new RSXF LED
MTJ Outdoor Baggage Claim
MTJ Outdoor Baggage Claim 915 S. Tenth St. Montrose, CO 8101 p: (970) 29-1980 f: (970) 797-6811 www.motleyarc.com Drawings and Dimensions 1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS,
03/7/12 Issuance UTD Section Page 1 of 5 Electrical General
SECTION 26 01 00 ELECTRICAL GENERAL PART 1: GENERAL 1.1 Electrical/Telecommunications Design 1.1.1 This section of the design and construction standard outlines general requirements for electrical and
NEC 2014 Code Changes
NEC 2014 Code Changes Articles 200-215.3 CHANGES FROM 2011 CODE ARE IN RED Chapter 2 - Wiring and Protection ARTICLE 200 Use and Identification of Grounded Conductors 200.2 General Grounded Conductors
ROWAN UNIVERSITY 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028
THE CENTER FOR RESEARCH AND EDUCATION IN ADVANCED TRANSPORTATION ENGINEERING SYSTEMS (CREATEs) ISSUED FOR BID - CONTRACT - 02 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028 ALL DIMENSIONS MUST BE VERIFIED