TROPICAL PARKWAY IMPROVEMENT
|
|
|
- Delphia Lester
- 6 years ago
- Views:
Transcription
1 SHEET INDEX DEPARTMENT OF PUBLIC WORKS TROPICAL PARKWAY IMPROVEMENT I-15/215 INTERCHANGE TO LINN LN LINN LN FROM TROPICAL PKWY TO EL CAMPO GRANDE AVE FEDERAL PROJECT NO. DE-003(196) REVIEWED AND APPROVED BY: REVIEWED BY: BASIS OF BEARINGS CITY OF NORTH LAS VEGAS NAVD88 BENCHMARK CITY OF NORTH LAS VEGAS COVER SHEET COVER
2 GENERAL NOTES G-1
3 GENERAL NOTES G-2
4 40' 80' 40' 60' 50' 50' THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED BY THE CENTRAL MERIDIAN OF THE CITY OF NORTH LAS VEGAS USER DEFINED TRANSVERSE MERCATOR PROJECTION; SAID MERIDIAN BEING COINCIDENT WITH ' " WEST OF THE GREENWICH MERIDIAN. ORIENTATION IS DEFINED BY THE HIGH ACCURACY REFERENCE NETWORK OF NEVADA, NATIONAL GEODETIC SURVEY. ( EPOCH ) CITY OF NORTH LAS VEGAS USER DEFINED TRANSVERSE MERCATOR PROJECTION PARAMETERS: CENTRAL MERIDIAN = ' " WEST LATITUDE OF ORIGIN = 36 15' " NORTH ORIGIN NORTHING = U.S. FEET ORIGIN EASTING = U.S. FEET SCALE ALONG CENTRAL MERIDIAN = CONVERGENCE ANGLE = 0 17' " WEST REFERENCE ELLIPSOID = GRS-80 SEMI-MAJOR AXIS = 20,925, U.S. FEET FLATTENING ( 1/f ) = X TRANSLATION = Y TRANSLATION = Z TRANSLATION = VERTICAL ADJUSTMENT PARAMETERS: W 1/16 A VERTICAL ADJUSTMENT HAS BEEN APPLIED USING A PRIMARY RESIDUAL GEOID MODEL BASED UPON THE ORIGINAL PARAMETERS OF GEOID '99 AND FURTHER REFINED USING LOCAL ELEVATIONS. THE ORTHOMETRIC ELEVATIONS USED TO DEVELOP SAID PRIMARY RESIDUAL MODEL ARE IN REFERENCE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND WERE TAKEN FROM THE CITY OF NORTH LAS VEGAS BENCHMARK BOOK, REVISED, AUGUST 1ST, PROJECT DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) CITY OF NORTH LAS VEGAS BENCHMARK: NLV9229E4 (REVISED 11/1/2007) NAVD88 ELEVATION: METERS ( FEET) RIVET AND 2" ROUND ALUMINUM DISK, STAMPED NORTH LAS VEGAS BM NO. NLV9229E4, SET IN THE TOP OF CURB, LOCATED APPROX. 7 FEET WEST OF THE NORTHWEST WEST BCR AT THE INTERSECTION OF TROPICAL PKWY. AND RANGE RD. S ROS SECTION LINE N 1/16 MONUMENTS SHOWN ON THE HORIZONTAL CONTROL PLANS AND OTHER SHEETS ARE SHOWN FOR PROJECT CONTROL AND MAY NOT REFLECT ALL EXISTING SURVEY MONUMENTS WITHIN THE PROJECT AREA. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND PROJECT LAND SURVEYOR TO LOCATE AND PROTECT AND/OR REPLACE ALL SURVEY MONUMENTS WITHIN THE PROJECT LIMITS. PRIOR TO CONSTRUCTION, THE CONTRACTOR/PROJECT LAND SURVEYOR SHALL LOCATE AND IDENTIFY ALL SURVEY MONUMENTS WITHIN THE PROJECT LIMITS. THE PROJECT SURVEYOR SHALL SUPPLY INFORMATION TO THE CITY SURVEYOR'S OFFICE FOR REVIEW AND CONCURRENCE. AFTER CONSTRUCTION, THE CONTRACTOR/PROJECT SURVEYOR SHALL SUPPLY A RECORD OF SURVEY/MONUMENT TIE MAP TO THE CITY SURVEYOR'S OFFICE FOR REVIEW AND ACCEPTANCE. MONUMENTS SET OR RE-SET WITHIN THE PROJECT LIMITS SHALL BE TYPE I, TYPE II, TYPE III, OR TYPE IV AS SHOWN BY THE UNIFORM STANDARD DRAWINGS NO. 239, 240, 241, 242, AND 243. IF IT IS IMPRACTICAL OR IMPOSSIBLE TO SET THE TYPE OF MONUMENT REQUIRED AT A CERTAIN LOCATION, IT SHALL BE THE RESPONSIBILITY OF THE PROJECT LAND SURVEYOR TO GET PRIOR APPROVAL FROM THE CITY SURVEYOR'S OFFICE PRIOR TO INSTALLATION OF THAT MONUMENT. S28 FOUND MONUMENT AS NOTED QUARTER SECTION LINE SIXTEENTH SECTION LINE RIGHT-OF-WAY LINE ADJOINING PROPERTY LINE STREET CENTERLINE CENTERLINE STATIONING RECORD OF SURVEY NORTH E 1/16 S28 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION EXP
5 TYPICAL SECTIONS TY-1
6 TYPICAL SECTIONS TY-2
7 TYPICAL SECTIONS TY-3
8 TYPICAL SECTIONS TY-4
9 REMOVAL NOTES REMOVAL LEGEND REMOVAL PLANS "TR" TO "TR" R-1
10 REMOVAL NOTES REMOVAL LEGEND REMOVAL PLANS "TR" TO "TR" R-2
11 REMOVAL NOTES REMOVAL LEGEND REMOVAL PLANS "L" TO "L" R-3
12 CONSTRUCTION NOTES DRAINAGE PLAN "TR" TO "TR" SD-1
13 CONSTRUCTION NOTES DRAINAGE PLAN "TR" TO "TR" SD-2
14 CONSTRUCTION NOTES DRAINAGE PLAN "TR" TO "TR" SD-3
15 CONSTRUCTION NOTES 68" X 43" ELLIPTICAL CLASS III RCP "TR" 37 ' PROPOSED STORM DRAIN CONNECTION INTO CHANNEL CONCRETE WALL EX CONCRETE DRAINAGE CHANNEL PER CNLV #29600 NORTHERN BELTWAY INDUSTRIAL CENTER "C" BUILDING DRAINAGE PLAN "TR" TO "TR" SD-4
16 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION DRAINAGE PROFILES LATERALS SD-5
17 CONSTRUCTION NOTES CONSTRUCTION LEGEND CONSTRUCTION PLANS "TR" TO "TR" C-1
18 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION CONSTRUCTION PLANS "TR" TO "TR" C-2
19 CONSTRUCTION NOTES CONSTRUCTION LEGEND CONSTRUCTION PLANS "TR" TO "TR" C-3
20 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION CONSTRUCTION PLANS "TR" TO "TR" C-4
21 CONSTRUCTION NOTES CONSTRUCTION LEGEND CONSTRUCTION PLANS "TR" TO "TR" C-5
22 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION CONSTRUCTION PLANS "TR" TO "TR" C-6
23 CONSTRUCTION NOTES CONSTRUCTION LEGEND CONSTRUCTION PLANS "TR" TO "TR" C-7
24 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION CONSTRUCTION PLANS "TR" TO "TR" C-8
25 CONSTRUCTION NOTES CONSTRUCTION LEGEND CONSTRUCTION PLANS "L" TO "L" C-9
26 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION CONSTRUCTION PLANS "L" TO "L" C-10
27 CONSTRUCTION NOTES CONSTRUCTION LEGEND CONSTRUCTION PLANS "L" TO "L" C-11
28 CITY OF NORTH LAS VEGAS - DEPARTMENT OF PUBLIC WORKS - ENGINEERING SERVICES DIVISION CONSTRUCTION PLANS "L" TO "L" C-12
29 UTILITY NOTES UTILITY PLANS "TR" TO "TR" U-1
30 UTILITY NOTES UTILITY PLANS "TR" TO "TR" U-2
31 UTILITY NOTES UTILITY PLANS "TR" TO "TR" U-3
32 UTILITY NOTES UTILITY PLANS "L" TO "L" U-4
33 SIGNING & STRIPING NOTES SIGNING AND STRIPING PLANS "TR" TO "TR" ST-1
34 SIGNING & STRIPING NOTES SIGNING AND STRIPING PLANS "TR" TO "TR" ST-2
35 SIGNING & STRIPING NOTES SIGNING AND STRIPING PLANS "L" TO "L" ST-3
36 ITS AND LIGHTING NOTES LIGHTING PLANS "TR" TO "TR" L-1
37 ITS AND LIGHTING NOTES LIGHTING PLANS "TR" TO "TR" L-2
38 ITS AND LIGHTING NOTES LIGHTING PLANS "L" TO "L" L-3
39 FURNISH AND INSTALL 200 AMP 120/240 VAC PAD MOUNTED SERVICE PEDESTAL FURNISH AND INSTALL TRAFFIC SIGNAL CABINET AND NAZTEC MODEL 980 ATC SIGNAL CONTROLLER WITH LICENSE OF APOGEE ACTUATED SIGNAL CONTROLLER SOFTWARE (LATEST VERSION) FURNISH AND INSTALL NO. 7 PULL BOX MARKED "TRAFFIC SIGNAL" PER USDCCA DWG. NO. 707 INTERCEPT EXISTING CONDUITS AND EXTEND THE CONDUITS TO THE PULL BOX SHOWN ON THE PLAN FURNISH AND INSTALL STREET NAME SIGN PER DETAIL SHOWN IN THIS SHEET FURNISH AND INSTALL SIGN ON MAST ARM SHOWN IN THIS SHEET FURNISH AND INSTALL OPTICOM ON THE MAST ARM FURNISH AND INSTALL 260W HOLOPHANE LED LUMINAIRE FURNISH AND INSTALL UNINTERRUPTED POWER SUPPLY, ULTRAPOWER STEALTH BATTERY BACKUP SYSTEM, OR APPROVED EQUAL NOTE: ALL ITEMS DESCRIBED ABOVE SHALL BE PER BID ITEM 623.XX. Ø3+Ø7 Ø3+Ø8 PHASE DIAGRAM Ø4+Ø8 Ø1+Ø5 Ø2+Ø5 Ø2+Ø6 Ø4+Ø7 Ø1+Ø6 FLASHING OPERATION SHALL BE ALL RED OPTICOM PREEMPTION PHASES 2,4,6,8 POLE STREET NAME SIGNS SIGN LEGEND TRAFFIC SIGNAL LEGEND OPTICOM PASS THRU HEAD LEFT TURN HEAD LED LUMINAIRE MAST ARM MOUNTED SIGN PEDESTRIAN SIGNAL VIDEO DETECTION CAMERA TROPICAL & I-15 NORTH RAMPS TRAFFIC SIGNAL PLAN IF ANY EXISTING FIBER OPTIC CABLE IS TO BE CUT OR SPLICED, ALONG OR ADJACENT TO THE PROJECT LIMITS, THE CONTRACTOR IS TO CONTACT JESUS "CHUY" MARMOLEJO, F.A.S.T. TRAFFIC SYSTEMS MAINTENANCE MANAGER AT (702) , TWO (2) WEEKS IN ADVANCE FOR POTENTIAL SYSTEM SHUTDOWN AND CONSTRUCTION COORDINATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF THE EXISTING FIBER OPTIC TRUNK LINES TO THE NEW 4 CONDUITS AND INTO THE NEW TYPE 200 SPLICE VAULT LOCATED ON THE SOUTHEAST CORNER OF CHEYENNE AND MLK. FIBER OPTIC TRUNK LINE RUNS ALONG THE EAST SIDE OF MLK NORTH AND SOUTH OF CHEYENNE AND ON THE SOUTH SIDE OF CHEYENNE WEST OF MLK. THE CONTRACTOR SHALL HAVE 48 HOURS TO RELOCATE THE EXISTING FIBER OPTIC TRUNK LINE. CONTRACTOR SHALL CONTACT JEFF FREELS, CNLV TRAFFIC OPERATIONS SUPERVISOR AT (702) TWO WEEKS IN ADVANCE TO COORDINATE THE RELOCATION OF THE EXISTING FIBER OPTIC TRUNK LINE. THE CITY OF NORTH LAS VEGAS SHALL BE RESPONSIBLE FOR ANY FIBER SPLICES NEEDED AT THE NEW TYPE 200 SPLICE VAULT. R3-4 24"x24" TS-1
40 NOTE: ALL NEW TRAFFIC SIGNAL HEADS (VEHICLE) BE EQUIPPED WITH RETROREFLECTIVE BACK PLATES. FOR POLE "XX", REFER TO 2010 NDOT STD PLANS AND DETAILS T THRU T INSTALL A YELLOW REFLECTIVE MARKING TAPE ON EXISTING AND PROPOSED OVERHEAD TRAFFIC SIGNAL HEADS PER 2009 MUTCD SECTION 4D.12. TWO (2) VIDEO DETECTION CAMERAS TROPICAL & I-15 NORTH RAMPS TRAFFIC SIGNAL SCHEDULE NOTE: THE VIDEO DETECTION SYSTEM FOR THIS PROJECT SHALL BE AN ITERIS VIDEO DETECTION WITH A VRACK4-TS1-PS AND EDGE2-TS2-IM-PAK WITH SDLC CABLE OR APPROVED EQUAL. THE VIDEO DETECTION SYSTEM MUST BE ABLE TO DETECT AND PROVIDE TRAFFIC COUNT DATA ON A LANE BY LANE. TS-2
41 FURNISH AND INSTALL 200 AMP 120/240 VAC PAD MOUNTED SERVICE PEDESTAL FURNISH AND INSTALL TRAFFIC SIGNAL CABINET AND NAZTEC MODEL 980 ATC SIGNAL CONTROLLER WITH LICENSE OF APOGEE ACTUATED SIGNAL CONTROLLER SOFTWARE (LATEST VERSION) FURNISH AND INSTALL NO. 7 PULL BOX MARKED "TRAFFIC SIGNAL" PER USDCCA DWG. NO. 707 INTERCEPT EXISTING CONDUITS AND EXTEND THE CONDUITS TO THE PULL BOX SHOWN ON THE PLAN FURNISH AND INSTALL STREET NAME SIGN PER DETAIL SHOWN IN THIS SHEET FURNISH AND INSTALL SIGN ON MAST ARM SHOWN IN THIS SHEET FURNISH AND INSTALL OPTICOM ON THE MAST ARM FURNISH AND INSTALL 260W HOLOPHANE LED LUMINAIRE FURNISH AND INSTALL UNINTERRUPTED POWER SUPPLY, ULTRAPOWER STEALTH BATTERY BACKUP SYSTEM, OR APPROVED EQUAL NOTE: ALL ITEMS DESCRIBED ABOVE SHALL BE PER BID ITEM 623.XX Ø3+Ø7 Ø3+Ø8 PHASE DIAGRAM Ø4+Ø8 Ø1+Ø5 Ø2+Ø5 Ø2+Ø6 Ø4+Ø7 Ø1+Ø6 FLASHING OPERATION SHALL BE ALL RED OPTICOM PREEMPTION PHASES 2,4,6,8 POLE STREET NAME SIGNS SIGN LEGEND TRAFFIC SIGNAL LEGEND OPTICOM PASS THRU HEAD LEFT TURN HEAD LED LUMINAIRE MAST ARM MOUNTED SIGN PEDESTRIAN SIGNAL VIDEO DETECTION CAMERA TROPICAL AND LINN TRAFFIC SIGNAL PLAN IF ANY EXISTING FIBER OPTIC CABLE IS TO BE CUT OR SPLICED, ALONG OR ADJACENT TO THE PROJECT LIMITS, THE CONTRACTOR IS TO CONTACT JESUS "CHUY" MARMOLEJO, F.A.S.T. TRAFFIC SYSTEMS MAINTENANCE MANAGER AT (702) , TWO (2) WEEKS IN ADVANCE FOR POTENTIAL SYSTEM SHUTDOWN AND CONSTRUCTION COORDINATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF THE EXISTING FIBER OPTIC TRUNK LINES TO THE NEW 4 CONDUITS AND INTO THE NEW TYPE 200 SPLICE VAULT LOCATED ON THE SOUTHEAST CORNER OF CHEYENNE AND MLK. FIBER OPTIC TRUNK LINE RUNS ALONG THE EAST SIDE OF MLK NORTH AND SOUTH OF CHEYENNE AND ON THE SOUTH SIDE OF CHEYENNE WEST OF MLK. THE CONTRACTOR SHALL HAVE 48 HOURS TO RELOCATE THE EXISTING FIBER OPTIC TRUNK LINE. CONTRACTOR SHALL CONTACT JEFF FREELS, CNLV TRAFFIC OPERATIONS SUPERVISOR AT (702) TWO WEEKS IN ADVANCE TO COORDINATE THE RELOCATION OF THE EXISTING FIBER OPTIC TRUNK LINE. THE CITY OF NORTH LAS VEGAS SHALL BE RESPONSIBLE FOR ANY FIBER SPLICES NEEDED AT THE NEW TYPE 200 SPLICE VAULT. R3-4 24"x24" TS-3
42 NOTE: ALL NEW TRAFFIC SIGNAL HEADS (VEHICLE) BE EQUIPPED WITH RETROREFLECTIVE BACK PLATES. FOR POLE "C", REFER TO 2010 NDOT STD PLANS AND DETAILS T THRU T INSTALL A YELLOW REFLECTIVE MARKING TAPE ON EXISTING AND PROPOSED OVERHEAD TRAFFIC SIGNAL HEADS PER 2009 MUTCD SECTION 4D.12. TWO (2) VIDEO DETECTION CAMERAS TROPICAL AND LINN TRAFFIC SIGNAL SCHEDULE NOTE: THE VIDEO DETECTION SYSTEM FOR THIS PROJECT SHALL BE AN ITERIS VIDEO DETECTION WITH A VRACK4-TS1-PS AND EDGE2-TS2-IM-PAK WITH SDLC CABLE OR APPROVED EQUAL. THE VIDEO DETECTION SYSTEM MUST BE ABLE TO DETECT AND PROVIDE TRAFFIC COUNT DATA ON A LANE BY LANE. TS-4
The following is a summary of parameters for preparation of a traffic impact analysis when such analysis is required by the City of Highland:
9.0 TRAFFIC Traffic studies shall be prepared in accordance with criteria adopted by the City of Highland. Check with the City Engineer for details before starting any traffic reports. Traffic signals
ENGINEERING DESIGN & IMPROVEMENT STANDARDS
ENGINEERING DESIGN & IMPROVEMENT STANDARDS 2016 Prepared by: Engineering Division For latest edition of these Improvement Standards, refer to City of Visalia website at: www.visalia.city/engineeringdocuments
CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:
CONSTRUCTION SURVEY PART 1 - GENERAL 1.01 SECTION INCLUDES Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: A. Construction Survey: 1. Project
Douglas County Traffic Signal Installation Guidelines (January 2013)
Douglas County Traffic Signal Installation Guidelines (January 2013) The following guidelines are minimum requirements for equipment installation. Section A. Poles and Foundations ( Wood, Concrete, Mast
This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.
COACHELLA VALLEY WATER DISTRICT DOMESTIC WATER CHECKLIST Tract/Parcel No: Project Common Name: Developer: Engineer: Engineer Signature: Date: Phone: Phone: Print: This is only a general checklist; please
ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number)
EXHIBIT A CONTRACTOR'S COMPENSATION SCHEDULE FOR ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / 50103-000-4150 (Budget Account Number) ITEM NO. P-S-F DESCRIPTION QTY
TOWN OF PARKER, COUNTY OF DOUGLAS, STATE OF COLORADO N.T.S.
8" W 8" SAN 8" SAN STM E E E PROPOSED WATER LINE EXISTING WATER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE EXISTING WATER WELL PROPOSED WATER METER EXISTING WATER METER EXISTING CLEANOUT PROPOSED SANITARY
IFB B Attachment 3 Page 112-1
The purpose of these instructions is to provide direction and assistance in completing service connection finals and sewer and water main as-builts the Washington Suburban Sanitary Commission using Commission
Control Survey Procedures
Chapter 13 Control Survey Procedures 13-01 General 13-02 Policy Control surveys establish a common, consistent network of physical points that are the basis for controlling the horizontal and vertical
SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT TABLE OF CONTENTS
SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT TABLE OF CONTENTS Section Page 26-1 GENERAL... 26.1 26-2 PAVEMENT KEYCUTTING... 26.1 26-3 PAVEMENT PLANING... 26.2 26-4 PLANED PAVEMENT CONFORMS... 26.3
REQUEST FOR STATEMENT OF QUALIFICIATIONS FOR WATER SOURCE RAW WATER TRANSMISSION MAIN
REQUEST FOR STATEMENT OF QUALIFICIATIONS FOR WATER SOURCE RAW WATER TRANSMISSION MAIN FOR CITY OF SIDNEY SIDNEY, OHIO PROPOSALS TO BE RECEIVED AT THE OFFICE OF THE PUBLIC WORKS DIRECTOR 201 WEST POPLAR
TS 801 ELECTRICAL WORK - GENERAL TABLE OF CONTENTS
TORONTO TRANSPORTATION January 2012 TS 801 ELECTRICAL WORK - GENERAL TABLE OF CONTENTS 1. DRAWINGS TTD 801.001 ELECTRICAL ABBREVIATIONS AND SYMBOLS TTD 801.005 ELECTRICAL LEGEND I TTD 801.006 ELECTRICAL
DIVISION 1100 TRAFFIC
SECTION 1102 STREET LIGHTING GENERAL INFORMATION The Idaho State Electrical Board has determined that all street lights are to be provided with an external fuse disconnect, in a junction box between the
Design Criteria and Plan Requirements For Public Improvement Plans 2017 Edition
Design Criteria and Plan Requirements For Public Improvement Plans 2017 Edition CITY OF LENEXA Community Development Department www.lenexa.com CITY OF LENEXA Design Criteria and Plan Requirements For Public
EXISTING ROADWAY CONDITION ASSESSMENT REPORT (ERCAR) SAMPLE OUTLINE
EXISTING ROADWAY CONDITION ASSESSMENT REPORT (ERCAR) SAMPLE OUTLINE The Existing Roadway Condition Assessment Report (ERCAR) should include the evaluation of all elements against new construction criteria.
HIGH MAST CAMERA POLE ASSEMBLY GENERAL
10-3.24 HIGH MAST CAMERA POLE ASSEMBLY GENERAL The Contractor must furnish and install the following equipment for high mast camera pole assembly as described herein and as shown on the plans: 1. Camera
STATE AID GUIDE FOR: Updated: December 16, 2005
STATE AID GUIDE FOR: Updated: December 16, 2005 1. AFTER THE FACT RIGHT OF WAY DEPARTMENT OF MINNESOTA TRANSPORTATION 2. MISCELLANEOUS AFTER THE FACT Traffic Signals, Lighting, Retaining Walls, Sidewalk,
ELECTRICAL SERVICE UPGRADE RESIDENTIAL AND COMMERCIAL QUICK INFORMATION REFERENCE
ELECTRICAL SERVICE UPGRADE RESIDENTIAL AND COMMERCIAL QUICK INFORMATION REFERENCE PROVO CITY POWER STANDARDS ELECTRICAL ENGINEERING UPDATED: 2015 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTIFICATION.
HANDHOLES, PULLING VAULTS AND JUNCTION BOXES
Handholes and pulling vaults perform several important functions: Provide drainage for the conduit system so that freezing water does not damage the conduit or wires. Provide a location for bending the
UTILITY NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: TREE PROTECTION NOTES
GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: UTILITY NOTES PROPOSED LEGEND 66.50 66.50 GROUND SPOT ELEVATION GROUND SPOT ELEVATION (MATCH EXISTING GRADE) MATCH EXISTING GRADE MITERED END SECTION
City of Wentzville. Standard Specifications and Construction Details Amendment List
Amendment No. 1 Standard Specifications and Construction Details Amendment List Date: September 21, 2009 Subject: SCD 700.23 - Residential Entrance Layout and drawing revised to more clearly show the location
SECTION CONSTRUCTION SERVICES
SECTION 01100 CONSTRUCTION SERVICES PART 1 GENERAL 1.01 - Section Includes A. Mobilization. B. Construction Surveys. C. Record Documents. 1.02 Description Of Work A. Mobilization: includes the preparatory
Table of Contents. Section 11,010 - Construction Survey Section Includes Description of Work Submittals 1. 1.
SUDAS Standard Specifications Table of Contents Section 11,010 - Construction Survey Page No. Part 1 - General 1.01 Section Includes 1 1.02 Description of Work 1 1.03 Submittals 1 1.04 Substitutions 2
PHYSICAL FACILITIES Consultant s Handbook Division 27 COMMUNICATIONS 0000 COMMUNICATIONS
1 Introduction 1.1 In the design of Telecommunications systems in Purdue facilities, the overall consideration should be to understand and treat telecom as a utility. It should be assumed that all new
CURRENT NORTH LAS VEGAS ADDENDA
SECTION 1 Section 1.01.73 Fire Service Meter ADD: Type I is not approved for installation in the City of North Las Vegas service area. Section 1.01.107 Pressure Reducing Valve (PRV) or Pressure Regulator
SECTION 400 WATER SUPPLY SYSTEMS
SECTION 400 WATER SUPPLY SYSTEMS Page 401.00 WATER SUPPLY SYSTEMS - GENERAL POLICY AND REQUIREMENTS 401.01 General Policy...................................... 400-1 401.02 Reference Manuals..................................
DOWNTOWN UNDERGROUND NETWORK SECONDARY SERVICES GUIDELINES
Guidelines effective March 5, 2007 NES is committed to providing safe, reliable electric service at a reasonable price for all of our customers. These guidelines offer direction for activities relating
Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service.
CHAPTER3 Clark Public Utilities Commercial Electric Service Handbook Commercial Underground Services Preparing for the installation The following checklist will assist in preparing a project for the installation
PITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008
BT-1 of 7 Clearing and Grubbing L.S. $50,000.00 $50,000.00 $5,335.00 $5,335.00 $14,560.00 $14,560.00 $20,000.00 $20,000.00 $10,600.00 $10,600.00 Class 1 Excavation 4300 C.Y. $20.00 $86,000.00 $15.00 $64,500.00
Section 2: Underground
Section 2: Underground GENERAL INSTALLATION REQUIREMENTS FOR UNDERGROUND FACILITIES Underground electric service and meter location will be established by NHEC upon site visit. In some instances the type,
Communications Page 1 of 9
Page 1 of 9 Last Update: April 23 rd, 2014 Introduction Design In the design of Telecommunications systems in Purdue facilities, the overall consideration should be to understand and treat telecom as a
Telecommunication Spaces
Telecommunication Spaces October 19, 2016 Page 1 Revision History Telecommunication Spaces Standard Effective Date Email Version Contact Phone OIT-TS strevena@csustan.edu 1.0 Stan Trevena 209.667.3137
Effective June, Eaton-Durham Model # UTRS223ACH. Siemens, Model # SUAS877-PG. (or Landis & Gyr # UAS877-PG) Milbank. Model # U1980-O.
Siemens, Model # SUAS877-PG (or Landis & Gyr # UAS877-PG) Eaton-Durham Model # UTRS223ACH Milbank Midwest Model # U980-O UTRS223AMEP These are some examples of the single meter sockets we require for underground
NORFOLK SOUTHERN CORPORATION UNDERPASS GRADE SEPARATION DESIGN CRITERIA
NORFOLK SOUTHERN CORPORATION UNDERPASS GRADE SEPARATION DESIGN CRITERIA PURPOSE AND SCOPE These criteria modify and supplement the applicable sections of the AREMA Manual of Recommended Practice in connection
TOWN OF GREENWICH, CONNECTICUT WILLIAM STREET BALL FIELD REMEDIATION WILLIAM STREET WEST, GREENWICH, CONNECTICUT
TOWN OF GREENWICH, CONNECTICUT WILLIAM ST BALL FIELD REMEDIATION WILLIAM ST WEST, GREENWICH, CONNECTICUT MARCH 2016 SHEET NO. C-1 C-2 C-3 C-4 C-5 C-6 C-7 TITLE CONDITIONS PLAN HISTORICAL SAMPLE LOCATION
Specifications for Electrical Underground Residential Distribution Systems
Specifications for Electrical Underground Residential Distribution Systems Specification DDS-2 Revision 13, February 2010 ONCOR ELECTRIC DELIVERY COMPANY SPECIFICATIONS FOR ELECTRICAL UNDERGROUND RESIDENTIAL
Welcome to Douglas County PUD
Welcome to Douglas County PUD We are committed to providing the best possible utility services at the lowest possible cost consistent with sound business principles. To better serve you, please fill out
Enterprise Parkway Improvement Project, CIP# E364
Exhibit A SCOPE OF SERVICES AND FEES This project, in general, consists of: Construction of roadway improvements to extend Enterprise Parkway east of Superior Industries and Lockheed Martin to connect
CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT
CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT Adopted by City Council: May 21, 2007 X:\General Eng\DESIGN STANDARDS\Engineering Design Standards
ENGINEERING DESIGN MANUAL
CITY OF BRIDGEPORT, TEXAS ENGINEERING DESIGN MANUAL Updated September 2009 By: Baird, Hampton & Brown, Inc. Engineering and Surveying Grapevine, Texas Prepared by: Freeman Millican, Inc Consulting Engineers
CHAPTER 11 CONDUITS AND FITTINGS
CONDUITS AND FITTINGS CHAPTER 11 CONDUITS AND FITTINGS The standards and requirements for conduits and fittings used for traffic control signal and lighting systems are presented in this chapter. 11.1
2017 Traffic Signal Specifications
2017 Traffic Signal Specifications This document contains the specifications for construction and maintenance of traffic signals within Arlington County. These specifications supplement related VDOT Road
CONDUITS AND FITTINGS
CONDUIT AND FITTINGS Rigid Steel Conduit 3801 Rigid PVC Conduit 3803 HDPE Conduit 3803 Flexible Non Metallic Liquid Tight Conduit Type LFNC-B 3804 PVC Coated Urethane Lined Galvanized Rigid Steel Conduit
Electric Service Handbook
Electric Service Handbook Revised August 2017 Contact Information Telephone (253): Electrical Inspection Office 502-8277 7:30 am - 4:30 pm Electrical Inspectors Area Map on Website 7:30 am - 8:30 am Automated
Underground Residential Distribution (Specifications for Installation) PES March 2008 Spec 11
Underground Residential Distribution (Specifications for Installation) PES March 2008 Spec 11 Underground Residential Distribution (URD) Index General Discussion... 1-2 Description... 3-7 Drawings (Available
SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES
SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES 4.1 GENERAL REQUIREMENTS 4.1.1 Water and fire protection distribution facilities are to be provided solely for the purpose of supplying potable
Basic Service. This Section provides information regarding a. Introduction
Basic Service Introduction This Section provides information regarding a new electric Basic Service for a single phase service less than or equal to 400 amps, and a three phase service less than 50kW.
COMMERCIAL CONDUIT RULES AND REGULATIONS
Electric Engineering Division COMMERCIAL CONDUIT RULES AND REGULATIONS S:\COO_ACM_US_Electric_Telecommunications\COO_ET_Engineering\Conduit Policies B - 1 1805 NE 30th Ave., Bldg. 400 Ocala, FL 34470-4875
LOT GRADING. LOT GRADING REQUIREMENTS The following lot grading requirements came into effect on May 1, 2007:
LOT GRADING DEFINITION Lot grading is the reshaping or sloping of the land in such a way that surface drainage from rain runoff is directed away from the buildings and is controlled in a manner that eliminates
The City of North Las Vegas (CNLV) does not allow valley gutters to be constructed across streets with right-of-way widths of 80 feet or greater.
Background The City of rth Las Vegas strives to provide the development community with adequate information to ensure the successful completion of any project in the City. To aid in the submittal of a
A/E Design Deliverable Checklist
A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic
Electric Service Standards
V: 1 of 6 A. Padmounted Requirements Complete requirements are contained in FPL specifications given to Customers for individual projects. Typical pad mounted transformer requirements include, but are
SECTION 3 STAKING REQUIREMENTS
3.01 TOPIC INDEX SECTION 3 STAKING REQUIREMENTS 3.01 INDEX 3.02 PURPOSE 3.03 GENERAL 3.04 STAKING PROCEDURE 3.05 TMWA / DEVELOPER COORDINATION 3.06 WATER STAKING DETAILS 3.07 DEVELOPER RESPONSIBILITIES
CHAPTER 12 UTILITY LOCATIONS
CHAPTER 12 UTLTY LOCATONS ,i', '. _ ', (1.,..,, *...,.,...,.. CHAPTER 12 UTLTY LOCATONS NDEX Section Topic Page 12.1 Plans Required 12.2 Design Standards 12.3 Location 12.1 12.1 12.2 .. ..,.,. Supplemental
Section 1 OBC FADS /13 Access to Parking Areas
Section 1 OBC 3.8.2.2 4.3.12/13 Access to Parking Areas A barrier-free path of travel is provided from: a) the entrance to the exterior parking area b) at least one parking level where a passenger elevator
APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT
APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT Engineering Division 550 Landa Street New Braunfels, Texas 78130 (830) 221-4020 1. Subdivision Plat Name: Location Description/ Nearest Intersection: Acreage:
Engineering Design Center. Standard Drawings. 1st Edition -January 2016
Engineering Design Center Standard Drawings 1st Edition -January 2016 Golden State Water Company Standard Drawings 1/11/2016 Table of Contents PART A STANDARD DRAWINGS Section I Pipeline Construction P-1
WELCOME IL 47. Community Advisory Group Meeting #5 Waubonsee Community College Wednesday, May 31, 2017
WELCOME IL 47 Community Advisory Group Meeting #5 Waubonsee Community College Wednesday, May 31, 2017 MEETING PURPOSE MEETING AGENDA 1. Welcome/Introduction 2. Review Previous Public Involvement 3. Process/Schedule
CHAPTER 13. New January 1, 2013 SUE. Subsurface Utility Engineering. Designation and Location. Chapter Contents
CHAPTER 13 New January 1, 2013 SUE Subsurface Utility Engineering Designation and Location Chapter Contents Sec. 13.01 Sec. 13.02 Sec. 13.03 Sec. 13.04 Sec. 13.05 Sec. 13.06 Introduction Standards and
Intro. ADA Operations Contact Info
Intro ADA Operations Contact Info Todd Grugel ph: 651-366-3531 email: todd.grugel@state.mn.us Joe Zilka ph: 651-366-3311 email: joseph.zilka@state.mn.us Harvey Unruh ph: 651-216-2912 email: harvey.unruh@state.mn.us
APPENDIX C INLETS. The application and types of storm drainage inlets are presented in detail in this Appendix.
Storm Drainage 13-C-1 APPENDIX C INLETS 1.0 Introduction The application and types of storm drainage inlets are presented in detail in this Appendix. 2.0 Inlet Locations Inlets are required at locations
CW 3620 INSTALLATION OF UNDERGROUND TRAFFIC SIGNAL SERVICES TABLE OF CONTENTS
December 2012 CW 3620 INSTALLATION OF UNDERGROUND TRAFFIC SIGNAL SERVICES TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Constructions Specifications...
INSPECTION AND ACCEPTANCE FOR MAINTENANCE
Inspection and Acceptance For Maintenance Page 1 (Last revised 6/29/10) INSPECTION AND ACCEPTANCE FOR MAINTENANCE SELECTED LINKS TO SECTIONS WITHIN THIS SPECIFICATION Acceptance Sewer As Built Drwg Example
SECTION 616 TEMPORARY TRAFFIC CONTROL
SECTION 616 TEMPORARY TRAFFIC CONTROL 616.1 Description. This work shall consist of furnishing, installing, operating, maintaining, cleaning, relocating and removing temporary traffic control devices and
Construction Documents (CDs) Required Signature Blocks and Standard Notes
Development Services Department 100 N. Wilcox Street, Castle Rock CO 80104 Project Manager 720-733-3582 Construction Documents (CDs) Required Signature Blocks and Standard Notes Revised July 17, 2017 INDEMNIFICATION
Natural Gas Service Installation and Meter Clearance Requirements
Natural Gas Service Installation and Meter Clearance Requirements Call SJG s new construction line at 1-844-611-5605 for more information. Builder/Owner/Developer Requirements The clearances in this handout
THE USE OF LANE CONTROL SIGNALS AND CHANGEABLE MESSAGE SIGNS ON TEXAS HIGHWAYS
THE USE OF LANE CONTROL SIGNALS AND CHANGEABLE MESSAGE SIGNS ON TEXAS HIGHWAYS Wallace E. Ewell, P.E. Supervising Traffic Engineer Texas State Department of Highways and Public Transportation District
ADAMS COUNTY ROAD STANDARDS
ADAMS COUNTY ROAD STANDARDS June 19, ADAMS COUNTY PUBLIC WORKS 210 W. Alder Ritzville, WA 99169 (509) 659-3276 1.00 GENERAL CONSIDERATIONS 1.01 APPLICABILITY These Standards shall apply to all new construction
Building Permit Submittal Requirements
CITY OF MONTE SERENO 18041 Saratoga-Los Gatos Road Monte Sereno, CA 95030 Phone (408) 354-7635 Fax (408) 395-7653 www.cityofmontesereno.org Building Permit Submittal Requirements NOTE: Submit three (3)
ITS Checklist. Read RFP (if applicable) and Addendums as well as Conceptual Plans
ITS Checklist Check Description 1. Contract Management Documents Read RFP (if applicable) and Addendums as well as Conceptual Plans Review latest version of the Standards Specifications Review latest version
CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY. Guidance on restoration of City Rights-of-Way
CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY Guidance on restoration of City Rights-of-Way Public Works Department Directors Office 747 Market Street Suite 408 Tacoma, WA 98402 253-591-5525 Right-of-Way
CF50/100 KW TURBINE ACCESS ROAD, CRANE PLATFORM, CONCRETE, AND LIFTING SPECIFICATIONS C&F GREEN ENERGY REVISION PREPARED BY APPROVED BY DATE
CF50/100 KW TURBINE ACCESS ROAD, CRANE PLATFORM, CONCRETE, AND LIFTING SPECIFICATIONS C&F GREEN ENERGY REVISION PREPARED BY APPROVED BY DATE 001 First Draft W Hession 12.02.2014 Introduction This document
ADDENDUM No. 6. ITB No. 4424: W.R. Wheeler (Swift Run) Service Center PUD Non-motorized Improvements Phase 1
ADDENDUM No. 6 ITB No. 4424: W.R. Wheeler (Swift Run) Service Center PUD Non-motorized Improvements Phase 1 Due: June 9, 2016 at 2:00 p.m. (local time) The following changes, additions, and/or deletions
I-35W Retaining Wall Design Exhibit A - Draft Scope of Work
Background MnDOT, Metro Transit, Hennepin County, and the City of Minneapolis are in the process of developing a project for Interstate 35W between 43 rd Street in Minneapolis and 15 th Street in Minneapolis.
Solar Powered TS1000 Installation Pictures. (Trench and Fill Method) City of Vallejo, CA
Solar Powered TS1000 Installation Pictures (Trench and Fill Method) City of Vallejo, CA 12/04/09 Page 1 Pre-installation Phase 1. Main system components arrive on one or more pallets. 2. Optional pole
I. Project Overview and Limits. Project Goal
Scope of Work and Deliverables for Subsurface Utility Engineering (SUE) for both Underground and Overhead Utilities on T.H. 10, and its Connecting Roads under S.P. 8001-40 I. Project Overview and Limits
PUBLIC WORKS POLICIES, PROCEDURES AND STANDARDS September 13, 2016
27215 Base Line Highland, CA 92346 (909) 864-8732 www.ci.highland.ca.us PUBLIC WORKS POLICIES, PROCEDURES AND STANDARDS September 13, 2016 Table of Contents 1.0 General Policies and Procedures Page 1 2.0
SPECIFICATIONS FOR THE INSTALLATION OF REDUCED PRESSURE BACKFLOW PREVENTERS AND CONCRETE VAULTS FOR METERS 4 AND LARGER
SPECIFICATIONS FOR THE INSTALLATION OF REDUCED PRESSURE BACKFLOW PREVENTERS AND CONCRETE VAULTS FOR METERS 4 AND LARGER Updated January 2018 RP-2 Installation Specifications 1. In W.H.U.D s service area
NOT FOR CONSTRUCTION AND BIDDING Preliminary plan sheets are for information purposes only. The preliminary plans shall not be used as a basis for
NOT FOR CONSTRUCTION AND BIDDING SHEET NO. OKLAHOMA TURNPIKE AUTHORITY 4/17/2017 NOT FOR CONSTRUCTION AND BIDDING OLSSON ASSOCIATES PROJECT ENGINEERS SHEET ENGINEER CONTRACT NO. NUMBER OLSSON T-ER-021
REQUEST FOR PROPOSALS OREGON CITY ANNEX FIBER OPTIC ENGINEERING & INSTALLATION. Date Due: Friday, September 8, Time Due: 4:00 p.m.
Information Technology 625 Center Street Oregon City OR 97045 Ph (503) 657-0891 fax (503) 657-7892 REQUEST FOR PROPOSALS OREGON CITY ANNEX FIBER OPTIC ENGINEERING & INSTALLATION Date Due: Friday, September
PURCHASING SECTION Avenue, Surrey, BC V3T 1V8 Tel: ADDENDUM No. 2 SOUTH SURREY WATER PARK
PURCHASING SECTION 13450 104 Avenue, Surrey, BC V3T 1V8 Tel: 604-590-7274 E-mail: purchasing@surrey.ca ADDENDUM No. 2 REQUEST FOR QUOTATIONS No.: 1220-040-2017-012 TITLE: SOUTH SURREY WATER PARK ADDENDUM
Exposition Light Rail Transit Project
Exposition Light Rail Transit Project Downtown & Mid-Corridor Project Status Update Meeting Holman United Methodist Church Thursday, July 23, 2009 Phase 1 Project Description 8.6 mile corridor from Downtown
SECTION 905 TRAFFIC SIGNS, STRIPING AND RAISED MARKERS
SECTION 905 TRAFFIC SIGNS, STRIPING AND RAISED MARKERS Delete this Section in its entirety and replace with the following: SECTION 905 TRAFFIC SIGNS, STRIPING AND RAISED MARKERS 905-1 DESCRIPTION: This
BUREAU Joe Iuviene, AIA January 20, 2017
architectural BUREAU Joe Iuviene, AIA January 20, 2017 Alterations & Additions NEW TOWN HALL for TOWN OF AUSTERLITZ 816 State Route 203, Spencertown, New York 12165 ADDENDUM NO. 1 This addendum amends
SECTION (Master Template Final-05) ELECTRICAL BOXES. A. Provide boxes for electrical equipment and wiring devices as follows:
SECTION 16130 (Master Template Final-05) ELECTRICAL BOXES PART 1 GENERAL 1.01 SECTION INCLUDES A. Provide boxes for electrical equipment and wiring devices as follows: 1. Wall and ceiling outlet boxes.
Underground Service Requirements and Instructions
This packet includes all FKEC underground service requirements, instructions, procedures and drawings. If you are considering underground power service please review this document in its entirety (3 page
PRIMARY LINE EXTENSION
PRIMARY LINE EXTENSION Installation of new electric service to an empty parcel/lot or extending a transformer to within 150' of proposed meter location. This includes installing a permanent branch, addition,
ITEM 458 WATERPROOFING FOR STRUCTURES
ITEM 458 WATERPROOFING FOR STRUCTURES 458.1. Description. This Item shall govern for the furnishing and placing of waterproofing on concrete and steel bridge decks of railroad structures and on other structures
(Condensed from National Electric Code)
WIRING, SPECIFICATIONS, INSPECTION, AND METER INSTALLATION PROCEDURES FOR RESIDENTIAL CUSTOMERS SERVED BY SOUTHWEST ARKANSAS ELECTRIC COOPERATIVE CORPORATION Effective April 1, 1974 Revised February 3,
500 Interchange Design
500 Interchange Design Table of Contents 501 Interchange Design... 5-1 July 2015 501.1 General... 5-1 501.2 Interchange Type... 5-1 501.2.1 General... 5-1 502 Interchange Design Considerations... 5-2 502.1
TECHNICAL PROCEDURE TABLE OF CONTENTS
TECHNICAL PROCEDURE No. Page DATE: 07/3/5 CATEGORY UNDERGROUND STRUCTURES SUBJECT OF SMUD s UNDERGROUND TRANSMISSION TABLE OF CONTENTS PURPOSE... 2 2 REFERENCES... 2 3 MINIMUM REQUIREMENTS... 2 4 RELATED
ROOF BALLAST MATERIALS ARCHITECTURAL CONCRETE PAVING SLABS SRS LEVELING BLOCK SYSTEM INSTALLATION PART GENERAL 1.
07555 - ROOF BALLAST MATERIALS ARCHITECTURAL CONCRETE PAVING SLABS SRS LEVELING BLOCK SYSTEM INSTALLATION PART 1.00 - GENERAL 1.01 SUMMARY: A. The work of this section consists of furnishing and installing
Scope of work (To be completed previously, shown here as reference.) DIVISION 2- SITEWORK: Site work (Scheduled to start September 18 th, 2017)
Divisions Not Sent To Bid Construction of the Hygienic Art Inc., Frank Loomis Palmer Amphitheater, Art Park Covering. 79 Bank Street, New London, CT. 06320 Scope of work (To be completed previously, shown
Specification Lightning Protection Systems
Specification Lightning Protection Systems General: Summary A) This Section specifies the lightning protection system for the building(s) or structure(s). This system provides safety for the building and
GV 001 Equipment Bases and Enclosures General Information
Eq u ip me n tba s e s a n d En c lo s u re s Ge n e ra lin fo rma tio n E n g in e e r :R.An th o n GV0 0 1 Ap p r o v e r :Jo s h u a Jo n e s Ap r 1 7 2 0 Ap r1 7 GV 001 Equipment Bases and Enclosures
DIVISION PARKING STRUCTURES
DIVISION 13 00 40 PARKING STRUCTURES 1. Design Requirements 1.1. A parking design professional must be used to provide the functional and structural design of the facility. 1.2. A traffic analysis is required
CHAPTER 12 BRIDGE DECK DRAINAGE SYSTEMS
OFFICE OF STRUCTURES MANUAL FOR HYDROLOGIC AND HYDRAULIC DESIGN CHAPTER 12 BRIDGE DECK DRAINAGE SYSTEMS APRIL 2011 APRIL 2011 Page 1 Chapter Table of Contents 12.1 Policy... 12-3 12.1.1 Table 1... 12-3
City of Reno Public Works 1 E. 1 st Street, 8 th Floor P.O. Box 1900 Reno, NV (775) (775) FAX
City of Reno Public Works 1 E. 1 st Street, 8 th Floor P.O. Box 1900 Reno, NV 89505 (775) 334-3304 (775) 334-1226 FAX SPECIAL CONDITIONS OF APPROVAL FOR Permit # EAE14-00XXX Applicant: Job Description:
Delivering Reliability. Electrical Vaults. Power & Energy-Underground Structures
A Delivering Reliability Electrical Vaults Power & Energy-Underground Structures A The Benefits of Precast Vaults Electrical vaults house power cables and transformers, and are a preferred alternative
ELECTRIC METERING GENERAL
1.0 INDEX 1.0 INDEX 2.0 SCOPE 3.0 GENERAL REQUIREMENTS 4.0 EQUIPMENT 5.0 METER REQUIREMENTS 6.0 METER FACILITIES 7.0 ELECTRICAL CONNECTIONS 2.0 SCOPE This guide covers general requirements and codes for