STANDARD DRAWING INDEX
|
|
|
- Jack Arnold
- 5 years ago
- Views:
Transcription
1 ATTACHMENT B STANDARD DRAWING INDEX DESCRIPTION EXISTING DRAWING NO. GENERAL Typical Layout for Improvement Plans City of Stockton Standard Border and Title Block for 8 1/2 x11 Sheet City of Stockton Standard Map Associated with Legal Description for 8 1/2 x11 Sheet Title Block Design Revision Format Typical Progress Schedule Chart ROAD Subdivision Design Standards Subdivision Design Standards Improvement Plan Standards Improvement Plan Standards Local Street Low Volume Residential Local Street Medium Volume Residential Local Street Commercial Local Street Industrial Collector Street Back up Residential Collector Street Non Residential Minor Arterial Street Major Arterial Street Typical Urban Single Roundabout Typical Roundabout Table Traffic Circle Street Requirements Intersection Design Use of Flares Corner Sight Distance Corner Sight Distance Trip Generation Factors Intersection Design Curb Extensions Improvements for Backup Lots and Commercial Developments Wall for Lots Adjacent to Street Right of Way PROPOSED DRAWING NO. 1 G 1 1A G 2 1B G A 3A 1 3B 3C 4 G 4 G 5 G 7 6 6A 7 7A 7B 7C 8 8A 11A 11B 11C 11D 11E 11F 11G 11H 12A 12B 13 14A 14B 9 9A 10 14D 15 R 1 R 1 R 3 R 3 R Page 1 of 4 Page 2 of 4 Page 3 of 4 Page 4 of 4 Page 1 of 2 Page 2 of 2 Page 1 of 4 Page 2 of 4 Page 3 of 4 Page 4 of 4 Page 1 of 2 Page 2 of 2 R 5 R 6 R 7 R 8 R 9 R 10 R 11 R 12 R 13 R 14 R 15 R 16 Page 1 of 2 R 16 Page 2 of 2 R 17 R 18 R 19
2 Wall for Lots Adjacent to Street Right of Way 125A Wall for Lots Adjacent to Street Right of Way 125B Gated Residential Entrance 17 0 Typical Alley Construction 18 1 Typical Alley Construction 18A Alignment for 90 Street Intersection Knuckle 19 2 Minimum Standard Cul de Sac 20 3 Page 1 of 2 Minimum Standard Cul de Sac 20A (NEW) 3 Page 2 of 2 Street Location of Underground Utilities 21 4 Public Utility Locations in Private Streets or Easements 21A 5 Underground Utility Locations Case 1 C,G,&SW with Parkway Strip 5 6 Underground Utility Locations Case 2 C,G,&SW with no Parkway Strip 5A 7 Alternate Underground Utility Locations Case 1 C,G,&SW with Parkway Strip 5B 8 Alternate Underground Utility Locations Case 1 C,G,&SW with Planter Strip 5C Alternate Underground Utility Locations Case 2 C,G,&SW with no Parkway Strip 5D 9 Alternate Underground Utility Locations Case 2 C,G,&SW with no Planter Strip 5E Adjusting Street Facilities to Grade 39 (NEW) R 30 Median Curbing over Existing Pavement 22 R 31 Median Landscape 16 R 32 Bus Turnouts Arterial Streets 23A R 33 Bus Turnouts Collector Streets 23B R 34 Bus Turnouts 23C R 35 Sidewalk Details 25 R 36 Roll Curb, Gutter and Sidewalk 25A R 37 Vertical Curb, Gutter and Sidewalk 25B R 38 Roll Curb to Vertical Curb Transition 127 R 39 Vertical Curb and Apron 25C R 40 Concrete Curb, Gutter and Sidewalk Construction Standards 25D R 41 Keying Concrete Slabs 26 R 42 Special Commercial Ramp Driveway 27 R 43 Page 1 of 2 Special Commercial Ramp Driveway 27A R 43 Page 2 of 2 Residential Ramp Driveway 28 R 44 Page 1 of 2 Residential Ramp Driveway 28A R 44 Page 2 of 2 Standard Commercial Driveway 38 R 45 Page 1 of 2 Standard Commercial Driveway 38A R 45 Page 2 of 2 Fire Access Driveway 27B R 46 Fire Access Pipe Gate 27C R 47 Page 1 of 2 Fire Access Pipe Gate 27D R 47 Page 2 of 2 Bridge Type Driveway 29 R 48 Curb Return Radii 14C R 49 Typical Wheelchair Ramp at Intersections 31 R 50 Page 1 of 2 Typical Wheelchair Ramp at Intersections 31A R 50 Page 2 of 2 Special Wheelchair Ramp Installation for Existing Sidewalks 32 R 51 Page 1 of 2
3 Special Wheelchair Ramp Installation for Existing Sidewalks 32A R 51 Page 2 of 2 Special Wheelchair Ramp at Midblock 32B R 52 Special Wheelchair Ramp at Midblock 32C (NEW) R 53 Tree Well Detail 33 R 54 Page 1 of 2 Tree Well Detail 33A R 54 Page 2 of 2 Typical Tree Well Irrigation System Requirements 33B R 55 Page 1 of 5 Typical Tree Well Irrigation System Requirements 33C R 55 Page 2 of 5 Typical Tree Well Irrigation System Requirements 33D R 55 Page 3 of 5 Typical Tree Well Irrigation System Requirements 33E R 55 Page 4 of 5 Typical Tree Well Irrigation System Requirements 33F R 55 Page 5 of 5 Typical Tree Planting Detail 33G R 56 Page 1 of 2 Additional Tree Planting Notes Typical Tree Planting Detail 33H R 56 Page 2 of 2 Typical Tree Planting Locations 5F R 57 Tree Well Installation 34 R 58 Barricade for Terminating Streets 35 R 59 Barricade for Ending Street with Intersection Street 35A R 60 Barricade for Terminating Streets 35B R 61 Barricade for Terminating Sidewalks 35C (NEW) R 62 Street Name and Traffic Sign Installation Detail 36 R 63 Page 1 of 3 Street Name and Traffic Sign Installation Detail 36A R 63 Page 2 of 3 Street Name and Traffic Sign Installation Notes 36B R 63 Page 3 of 3 Plan Requirements for Street Lighting Work 109 R 64 Existing Cast Iron King Ferronite Electroliers and King Ferronite with Modified Heads and Extenders to be Relocated 110 R 65 Page 1 of 2 Existing Cast Iron King Ferronite Electroliers and King Ferronite with Modified Heads and Extenders to be Relocated 110A R 65 Page 2 of 2 Conduit Pull Box 111 R 66 Page 1 of 2 Conduit Pull Box 111A R 66 Page 2 of 2 Street Lights Type and Location 114 R 67 Page 1 of 2 Street Lights Type and Location 114A R 67 Page 2 of 2 Light Pole Foundation Type R 68 Light Pole Installation 112A R 69 Street Light Pole Identification Number 112B (NEW) R 70 Street Light and Traffic Signal Service Connection 115 R 71 Street Light and Traffic Signal Service Connection 115A Traffic Signal Foundation 116 R 72 Traffic Signal Mast Arm Sign Assembly 117 R 73 Page 1 of 2 Traffic Signal Mast Arm Sign Assembly 117A R 73 Page 2 of 2 Type 1 B Signal and Controller Standard 113 R 74 Traffic Signal Detector Installation Details 43 (NEW) R 75 Loop Detector 43A (NEW) R 76 Detector Handhole 43B (NEW) R 77 Traffic Control Device Locations in New Subdivisions 118 R 78 Pavement Delineation 118A (NEW) R 79 Bike Loop and Bike Legend Installation Detail 119 (NEW) R 80 Typical Crosswalk Layout at Intersections 14E (NEW) R 81 Triple 4 High Visibility Crosswalk Installation at Existing Crosswalks 14F (NEW) R 82 Parking Area Standards 40 R 83 Page 1 of 2 Parking Area Standards 40A R 83 Page 2 of 2
4 Aisle Width Requirements for Parking Areas 41 R 84 Typical 9 by 19 Parking Stall Single Striped 41B Standard Parking Stall Double Striped 41C Standard Parking Stall Dimensions 41D, 41E, 41F, 41G Compact Parking Stall Dimensions 41H Disabled Parking 30 Disabled Parking 30A Fire Lane Signing 41A R 85 Sidewalk Brick Strip 42 R 86 Area Requiring Brick Pavers in Sidewalks 42A R 87 Sidewalk Vault Access Door 120 R 88 Sidewalk Vault Access Door 120A R 89 City Monument 122 R 90 Survey Monument Marker 123 R 91 Special Monument Installation 124 R 92 Existing Street Trench Section for Trenches Larger than 8 50 R 93 Existing Street Trench Section for Trenches 8 and Less 50A R 94 Trench Section (Existing Street) Additional Pavement Restoration 50B R 95 Alternative Trench Overlay 50C R 96 Page 1 of 2 Alternative Trench Overlay 50D R 96 Page 2 of 2 Moratorium Street Trenches Repair Limits 50E R 97 Trench Section New Streets 51 R 98 Trench Section HDPE Pipe 51A R 99 Open Cut Trench Section New Streets 51B R 100 SEWER Sanitary Sewer Design Data 45 S 1 Page 1 of 2 Sanitary Sewer Design Data 45A S 1 Page 2 of 2 Sanitary Design Sheet 45B S 2 Sanitary Sewer Data 46 S 3 Page 1 of 2 Sanitary Sewer Data 46A S 3 Page 2 of 2 California Health Department Requirements 47 S 4 Page 1 of 5 California Health Department Requirements 47A S 4 Page 2 of 5 California Health Department Requirements 47B S 4 Page 3 of 5 California Health Department Requirements 48 S 4 Page 4 of 5 California Health Department Requirements 49 S 4 Page 5 of 5 Outside Sanitary Sewer Drop in New Maintenance Hole 52 S 5 Inside Sanitary Sewer Drop in Existing Maintenance Hole 52A S 6 Inside Sanitary Sewer Drop New Maintenance Hole 52B Pre cast Concrete Maintenance Hole Cones 53 S 7 Maintenance Hole Frame and Cover 54 S 8 Maintenance Hole Frame and Cover Adjustment 54A (NEW) S 9 Type 1 Maintenance Hole for Pipes 33 Diameter or Smaller 55 S 10 Pretreatment Sampling Station Hole Onsite Only 55A S 11 Type 2 Maintenance Hole for Pipes 36 Diameter and Larger 56 S 12 Page 1 of 4 Type 2 Maintenance Hole for Pipes 36 Diameter and Larger 56A S 12 Page 2 of 4 Type 2 Maintenance Hole for Pipes 36 Diameter and Larger 56B S 12 Page 3 of 4 Type 2 Maintenance Hole for Pipes 36 Diameter and Larger 56C S 12 Page 4 of 4
5 Type 3 Maintenance Hole for Pipes 36 Diameter and Larger 57 S 13 Page 1 of 2 Type 3 Maintenance Hole for Pipes 36 Diameter and Larger 57A S 13 Page 2 of 2 Lamphole 58 Lamphole Ring and Cover 59 Jacking Details for Pipes 60 S 14 Page 1 of 2 Jacking Details for Pipes 60A S 14 Page 2 of 2 Protection of Storm Drains and Sanitary Sewer Lines 61 S 15 Page 1 of 2 Protection of Storm Drains and Sanitary Sewer Lines 61A S 15 Page 2 of 2 Existing House Lateral Relocation 62 S 16 House Lateral Sewer Cleanout Location 63 S 17 Cleanout 64 S 18 Typical Grease Trap Interceptor (750 to 1199 Gallon) 65 S 19 Typical Grease Trap Interceptor (1200 Gallon or Larger) 65A S 20 Typical Sand and Oil Trap Separator 66 S 21 Temporary Maintenance Hole S.S. Pumping Station 67 S 22 Page 1 of 2 Temporary Maintenance Hole S.S. Pumping Station 67A S 22 Page 2 of 2 STORM City of Stockton 10 Yr Rainfall Intensity Curve 75 D 1 Storm Drain Design Sheet 75A D 2 Storm Runoff Data 76 D 3 Storm Drain Data 77 D 4 Typical Intersection for Type 1 Maintenance Hole 78 D 5 Type 1 Curb Inlet Catch Basin 79 D 6 Grate Detail 79B (NEW) D 7 Type 2 Curb Inlet Catch Basin 80 D 8 Driveway Catch Basin 80A D 9 Storm Drain Message and Location 79A (NEW) D 10 Parking Lot and Under Sidewalk Drain 81 D 11 Under Sidewalk Drain for Roof Drains 82 D 12 WATER Water Design Data 90 W 1 Page 1 of 2 Water Design Data 90A W 1 Page 2 of 2 Layout for 3 or Larger Meter By pass Installation 92 W 2 Page 1 of 2 Layout for 3 or Larger Meter By pass Installation 92A W 2 Page 2 of 2 Water Service Installation 1, 1.5 and 2 Service 93 W 3 Fittings for Water Service 94 W 4 Page 1 of 2 Fittings for Water Service 94A W 4 Page 2 of 2 Multiple Unit Meter Service 95 Isolation of New Mains (18 12 and Smaller) 96 W 5 Isolation of New Mains Larger than 12 96A (NEW) W 6 Typical Installations for Backflow Prevention Devices (Irrigation Installation) 97 W 7 Assembly Installation Backflow Installation Prevention 97A W 8 3 and Larger Backflow Prevention Assembly Domestic 97B (NEW) W 9 Blow off 98 W 10 Valve Box Details 99 W 11 Thrust Block Details 100 W 12 Fire Hydrant 101 W 13
6 Fire Hydrant Spacing 101A W 14 Fire Hydrant Location 101B W 15 Fire Protection System Standards 102 W 16 Page 1 of 2 Fire Protection System Standards 102A W 16 Page 2 of 2 Detector Check Meter Assembly 103 Typical Fire Sprinkler Line with Post Indicator Valve Protection Connection 103A W 17 Air Release Valve Water Mains Diameter 104 W 18 Water Sampling Station 105 W 19 MISCELLANEOUS Chain Link Fence and Gate 121 M 1 Building Setbacks Adjacent to Levees 126 M 2 Tubular Steel Fence Detail 129 M 3 Bollard Standard 130 (NEW) M 4 Decorative Bollard 131 (NEW) M 5
CITY OF DAVIS PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS
CITY OF DAVIS PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS JANUARY 1996 EDITION ADDENDA THROUGH JULY 2017 DIANNA JENSEN City Engineer 1717 Fifth Street Davis, CA 95616 530-757-5686 2017 Edition STANDARD
BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID
SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION
Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:
DEVELOPMENT SERVICES PHONE: (209) 668-5520 ENGINEERING DIVISION FAX: (209) 668-5563 156 S. BROADWAY, SUITE 150 TDD: (800) 735-2929 TURLOCK, CA 95380 engineering@turlock.ca.us Date: 04/20/2018 City Project
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E Each bidder shall bid each item of the Base Bid Schedule and Alternate A Bid Schedule. Failure to bid an item shall be just cause
TRAFFIC MANAGEMENT STANDARDS CITY OF GARLAND TRANSPORTATION DEPARTMENT
TRAFFIC MANAGEMENT STANDARDS CITY OF GARLAND TRANSPORTATION DEPARTMENT JUNE 1996 TABLE OF CONTENTS 1.0 Street Design Standards 1.1 Right-of-Way Requirements 1.2 Median Openings 1.3 Sidewalks 1.4 Traffic
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
DESIGN STANDARDS SECTION DS 3 STREETS
DESIGN STANDARDS SECTION DS 3 STREETS DS 3-01 GENERAL: A. INTENT: The intent of these Design Standards is to provide minimum standards for the design of public streets. These standards are intended to
ALEXANDRIA, VIRGINIA PRINCE ST. SUITE 114. ADG, INC. COPYRIGHT c. PH
1600 PRINCE ST. SUITE 114 ALEXANDRIA, VIRGINIA 22314 PH. 703.549.9556 www.archdesigngroup.com ADG, INC. COPYRIGHT c C-1 1 2 3 4 5 6 E D Tie Prop. Sidewalk, Curb & Gutter Into Existing Prop. Storm Drain
CITY OF STANDARD SPECIFICATIONS
CITY OF Published May 4, 2016 CALIFORNIA Stephan Kiefer, Community Development Director Cheri Sheets, City Engineer CITY OF LIVERMORE 1052 South Livermore Avenue Livermore, CA 94550 4DEV0001.doc 03/12
BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST
PAGE 1 BID OPENING: AUGUST 11, 2011 ENGINEER'S ESTIMATE: $3,108,320.60 CONTRACT NO.110269 SABINO CANYON AND TANQUE VERDE INTERSECTION IMPROVEMENTS *FOR A MORE DETAILED ITEM DESCRIPTION* *REFER TO PROPOSAL
STREET IMPROVEMENTS PROPOSAL BID ITEMS
STREET IMPROVEMENTS 1 Excavation 3,525 CY $ $ 2 A.C. Planing (2" to 4" Depth) 20,586 SY $ $ 3 Furnish & Install Asphalt Concrete 4,270 TON $ $ 4 Furnish & Install Aggregate Base 2,955 TON $ $ 5 Remove
DIVISION 4: STREET. Improvement Design Standards City of Dundee Oregon. Division 4 : Street Page 1
DIVISION 4: STREET 4.1 DESIGN CRITERIA A. APPLICABILITY 1. These Design Standards shall govern the construction and upgrade of all public and private streets in the City of Dundee and applicable work within
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
Project Book Worksheet for Cost Estimation
001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
La Paz County Public Works Standards Volume I
La Paz County Public Works Standards Volume I Construction Standards LA PAZ COUNTY PUBLIC WORKS STANDARDS VOLUME I CONSTRUCTION STANDARDS TABLE OF CONTENTS VOLUME I SECTION DESCRIPTION 1.0 INTRODUCTION
CITY OF PORTSMOUTH DEPARTMENT OF PUBLIC WORKS (DPW) DRIVEWAY RULES AND PROCEDURES
CITY OF PORTSMOUTH DEPARTMENT OF PUBLIC WORKS (DPW) DRIVEWAY RULES AND PROCEDURES The purpose of a driveway permit is to secure access from a private property to the public right-of-way. It is required
PROPOSED 5' HIGH RETAINING KEYSTONE WALL WITH WROUGHT IRON FENCE ON TOP OF WALL PROPOSED SITE LIGHT (TYP.) PROPOSED FIRE HYDRANT 7.0' 9.
LAND USE: VACANT AND ELECTRICAL TRANSMISSION LINES GENERAL PLAN: PLANNED COMMUNITY ZONING: PC (CDP04-01) UTILITIES 3' WIDE BIOFILTRATION WITH UNDERDRAIN. TOP ELEVATION AT 3" BELOW PARKING LOT SURFACE SITE
SECTION STREETS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA
SECTION 5200 - STREETS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA These criteria shall be adhered to for the design of all streets within the City of Lee s Summit, Missouri and shall supersede KC Metro
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS CONTRACT # 2016153 TRACS No. Project No. County District Gross
Temporary Sales Trailer Application
Development Services Department Building Division 311 Vernon Street Roseville, California 95678-2649 Temporary Sales Trailer Application General: Requests for temporary sales trailers, which comply with
Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
BID TABS PROJECT 18-1029 22 nd AVENUE RECONSTRUCTION BID DATE: MAY 9, 2018 Stark Pavement Corp. Lalonde Contractors Cornerstone Pavers LLC Brookfield, WI Waukesha, WI Racine, WI Item Number Roadway Quantity
3.1 Overview of ATCO Electric s URD System Design
Page: 3-1 3.0 URD DESIGN GUIDELINES 3.1 Overview of ATCO Electric s URD System Design The power supply to all single lot underground residential services is through front lot service. Single phase transformers
SECTION 4 STREETS. 4-1 STREET TYPES AND DESIGN WIDTHS The standard approved street types and design widths for Sutter County are as follows:
SECTION 4 STREETS 4-1 STREET TYPES AND DESIGN WIDTHS The standard approved street types and design widths for Sutter County are as follows: A. 40 Foot Street A minor residential street with a right-of-way
Fire Apparatus Access Roads in Marysville
Fire Apparatus Access Roads in Marysville 1094 Cedar Avenue, Marysville, Washington 98270 Phone (360) 363-8500 Fax (360) 659-1382 These documents all address various requirements for Fire Apparatus Access
EL DORADO COUNTY REGIONAL FIRE PROTECTION STANDARD
EL DORADO COUNTY REGIONAL FIRE PROTECTION STANDARD EMERGENCY APPARATUS ACCESS WAYS STANDARD #B-003 EFFECTIVE 05-05-2009 PURPOSE To establish a consistent guideline for fire access roadways required by
BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -
BID FORM PART A Name & Category Unit Unit Cost (B) Cost (AxB) GENERAL REQUIREMENTS 1 Mobilization (Maximum 3.0% of the total Contract Price) 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b
800 Access Control, R/W Use Permits and Drive Design
Table of Contents 801 Access Control... 8-1 801.1 Access Control Directives... 8-1 801.2 Access Control Policies... 8-1 801.2.1 Interstate Limited Access... 8-1 801.2.2 Limited Access... 8-1 801.2.3 Controlled
FIRE DEPARTMENT ACCESS Based on the 2012 edition of the International Fire Code
FIRE DEPARTMENT ACCESS Based on the 2012 edition of the International Fire Code The Fire Department is required to respond to a multitude of emergencies in various types of buildings and occupancies. These
HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
PROJECT NAME: Anamosa Street Reconstruction - Midway Street to Miiwuakee Street PROJECT NUMBER: PROJECT NO. 07-1473 / CIP NO. 50559 LET DATE: April 11, 2017 LOW BID AMOUNT: $3,941,397.20 ENGINEER'S ESTIMATE
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00001 Removal of Structure 24 EA 202-00019 Removal of Inlet 24 EA 202-00195 Removal of Median cover 930 SY 202-00200 Removal of Sidewalk 1,188 SY 202-00201 Removal of Curb Head 273 LF 202-00203 Removal
Standards for Design and Construction
Standards for Design and Construction Of Water, Wastewater, Fiber optics and Reclaimed Water Facilities For Pasco County Utilities Department Revised: March 2018 Board of County Commissioners: Kathryn
CHAPTER 15 STREET LIGHTING TABLE OF CONTENTS
CHAPTER 15 STREET LIGHTING TABLE OF CONTENTS Section Title Page 15.1 General... 15-1 15.1.1 Fort Collins (City Limits Only) Street Lighting...15-1 15.1.2 Loveland (City Limits Only) Street Lighting...15-1
City of Houston Fondren Road Paving and Drainage
City of Houston Fondren Road Paving and Drainage From Braeswood Boulevard to Creekbend Drive TRC Meeting March 2016 Location and Vicinity Maps City Council District K Key Map 530 Z, 530 Y Land Use Commercial
Title 12 STREETS, SIDEWALKS, PATHWAYS, PUBLIC PLACES. Chapter TRACK VEHICLES
Title 12 STREETS, SIDEWALKS, PATHWAYS, PUBLIC PLACES Chapters: 12.04 Track Vehicles 12.10 Overnight Camping 12.12 Pathways--Motorized Vehicles 12.14 Signage on City Right of Ways 12.16 Park Hours 12.24
DRIVEWAY GUIDE. Transportation, Engineering and Development (T.E.D.) Business Group
DRIVEWAY GUIDE June 2017 TABLE OF CONTENTS Definitions Building Requirements Material Standards Drainage Administrative Requirements Zoning Requirements Yard Requirements Design Requirements Public Ways
CHAPTER 6. STREET SYSTEM STANDARDS
. STREET SYSTEM STANDARDS 601. GENERAL PRINCIPLES OF STREET SYSTEM LAYOUT (1) The developer shall provide public street access to every lot the developer creates. (2) The developer shall locate and align
Plan Check Policies and Guidelines
VIII. TRAFFIC SIGNING AND STRIPING PLANS A. INTRODUCTION Traffic signing and striping plans are required for all General Plan Roads and any roadway that is 56-foot wide curb-to-curb (78 R/W) or wider.
Lake County Building Department
Lake County Building Department P.O. Box 513 505 Harrison Avenue Leadville, CO 80461 (719) 486-2875 Fax (719) 486-4179 Driveway Permit (Resolutions 98-15 and 98-35) PERMIT: To connect a driveway or parking
RESIDENTIAL SUBDIVISION SERVICE REQUIREMENTS SECTION VI RESIDENTIAL SUBDIVISION SERVICE REQUIREMENTS
SECTION VI SERVICE REQUIREMENTS This section discusses the requirements for establishing electric service to new residential subdivisions in Palo Alto. Subdivisions are normally constructed on dedicated
Plan Check Policies and Guidelines
Plan Check Policies and Guidelines VII. A. INTRODUCTION Traffic signing and striping plans are required for all General Plan Roads and any roadway that is 56-foot wide curb-to-curb (78 R/W) or wider. Transportation
M I D - C O A S T REGIONAL PLANNING COMMISSION 166 SOUTH MAIN STREET, SUITE 201 ROCKLAND, ME (207)
M I D - C O A S T REGIONAL PLANNING COMMISSION 166 SOUTH MAIN STREET, SUITE 201 ROCKLAND, ME 04841 (207) 594-2299 Appropriate access management of municipal roadways can enhance safety, maintain roadway
Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements
Bid Opening Date: May 6, 2014 Time: 11:00 a.m. Surety NCA Surety NCA Yes Yes Yes Yes Total Amount Bid: $1,358,851.00 Total Amount Bid: $1,386,098.72 Item Nos. Approx. Quantities Unit Item & Unit Prices
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
CITY OF ALAMO HEIGHTS WATER, STREET AND SIDEWALK CAPITAL IMPROVEMENT PROJECTS
CITY OF ALAMO HEIGHTS WATER, STREET AND SIDEWALK CAPITAL IMPROVEMENT PROJECTS CITY OF SAN ANTONIO DEPT. OF CAPITAL IMPROVEMENTS MANAGEMENT SERVICES N. NEW BRAUNFELS AVE. SIDEWALK PROJECT FROM RITTIMAN
2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00
1 of 5 2100 F&I 4" ductile iron pipe LF 200 $ 143.00 $28,600.00 2102 F&I 6" ductile iron pipe LF 200 $ 135.00 $27,000.00 2104 F&I 8" ductile iron pipe LF 200 $ 141.00 $28,200.00 2105 F&I 10" ductile iron
METRO Magnolia Transit Center - Bid Tab
Section A - GENERAL ITEMS A-1 01505 Mobilization LS 1 $ 100,000.00 $ 100,000.00 A-2 -- Payment and Performance Bonds LS 1 A-3 01310 Document Control LS 1 A-4 01311 CPM Schedule LS 1 A-5 01590 Engineer's
SIDEWALK CAFE AND PARKING PATIO GUIDELINES
SIDEWALK CAFE AND PARKING PATIO GUIDELINES The following guidelines establish requirements for the licensing and operation of Sidewalk Cafes and Parking Patios located on City of Saskatoon right-of-way
For Conduit Inspections
Underground Conduit Standards - Table of Content 5/8/2017 Section S22 Underground Conduit Standard Index: Description: 00 Table of Content 01 General Notes 02 Definition of Terms 03 Primary Riser Conduit
MIDWAY CITY Municipal Code
TITLE 8 STREETS AND SIDEWALKS MIDWAY CITY Municipal Code CHAPTER 8.01 UTAH CRIMINAL AND TRAFFIC CODE ADOPTED CHAPTER 8.02 UNLAWFUL PARKING CHAPTER 8.03 TRAFFIC REGULATIONS CHAPTER 8.04 RIGHT-OF-WAY REGULATIONS
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director Project No. 100281 PID 77255 LUC-IR-475-14.18 Federal Type: MAJOR RECONSTRUCTION Letting Date: 6/3/2010 Completion
Parking Areas and Driveways for Single and Two Family Dwellings
Building Information BURNABY PLANNING AND BUILDING DEPARTMENT Parking Areas and Driveways for The purpose of this brochure is to explain to owners, designers and builders the parking and driveway requirements
CENTENNIAL PARK EXPANSION
2 working days CITY ELKO EXISTING LEGEND PROPOSED CENTENNIAL PARK EXPANSION SEET LIGHT POWER POLE ELECICAL BOX 1-800-227-2600 AVOID CUTTING UNDERGROUND UTILITIES WATER VALVE GAS VALVE FIRE HYDRANT OWNER/DEVELOPER:
SIDEWALK CAFE GUIDELINES
SIDEWALK CAFE GUIDELINES The following guidelines establish requirements for the licensing and operation of Sidewalk Cafes and Parking Patios located on City of Saskatoon right-of-way (ROW). Applications
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 110146 PID 82278 HAM-IR-75-5.58 Federal Type: INTERCHANGE Letting Date: 5/5/2011 Completion Date: 7/31/2014 Contract
2011 LOCAL STREET IMPROVEMENTS
11 LOCAL STREET IMPROVEMENTS FOR THE MARCH 11 LIST OF DRAWINGS W. MAIN STREET/STH 19 E. MAIN STREET/STH 19/STH 113 DRAWING TITLE NO. TITLE 1 PROJECT OVERVIEW 2 KLEIN DRIVE CONSTRUCTION PHASING PLAN 3 PHASE
CITY OF SAN MARCOS ENGINEERING DIVISION
The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. A. AN APPLICANT S GUIDE TO PROCEDURES FOR: B. C. D.
TYPICAL DRIVEWAY CONSTRUCTION PER DOUGLAS COUNTY REGULATIONS AND POLICIES
TYPICAL DRIVEWAY CONSTRUCTION PER DOUGLAS COUNTY REGULATIONS AND POLICIES This document is a summary of the Douglas County regulations and policies for constructing residential driveways. It is intended
ORDINANCE NO
ORDINANCE NO. 07-5424 AN ORDINANCE OF THE CITY OF BILLINGS, PROVIDING THAT THE BILLINGS, MONTANA CITY CODE BE AMENDED BY REVISING SECTION 6-1208; PROVIDING CHANGES TO CERTAIN CURB CUT LENGTHS AND REGULATIONS.
Application for Service Residential Subdivision / Development
Application for Service Residential Subdivision / Development Please complete this application and submit the completed form and attachments to PG&E Application for Service at P.O. Box 24047 Fresno CA
DUNKIN DONUTS 206 EAST STATE STREET GENEVA, ILLINOIS
PRELIMINARY ENGINEERING PLANS DUNKIN DONUTS 206 EAST STATE STREET GENEVA, ILLINOIS ERIC CARLSON ARCHITECTS LOCATION MAP DRAWINGS INDE CONTACTS REV DATE NOT TO SCALE BENCHMARKS CRISSEY AVENUE IL ROUTE 38
Purpose: General Provisions:
10-19-1 Purpose: The purpose of off-street parking requirements is to promote traffic/pedestrian safety and efficiency and to minimize hard surfaced areas to reduce storm water run-off and visual impacts
PROPOSED AMENDMENTS TO RESIDENTIAL PARKING STANDARDS
PROPOSED AMENDMENTS TO RESIDENTIAL PARKING STANDARDS To review the proposed amendments Approval of the amendments (5-3) Ogden City Planning is proposing several amendments and clarifications to the parking
SOUTH COVE PARK MULTI-COURT IMPROVEMENTS FOR OCONEE COUNTY PARKS, RECREATION AND TOURISM SENECA, SOUTH CAROLINA FEBRUARY 2018
Pursuant to agreement between, Inc. (HMW) and the party for which these documents have been prepared, these documents and all data, plans, specifications and other information contained herein are the
ARTICLE 8 OFF-STREET PARKING AND PRIVATE DRIVEWAY STANDARDS
ARTICLE 8 OFF-STREET PARKING AND PRIVATE DRIVEWAY STANDARDS TABLE OF CONTENTS SECTION PAGE 8.1 GENERAL STANDARDS...8-2 8.2 PRIVATE DRIVEWAY PROVISIONS...8-4 8.3 OFF-STREET PARKING STANDARDS...8-5 8.4 OFF-STREET
(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,
78th Avenue Eastl184th Street EastlCRP 5661 I hereby certify this to be a true copy of the tabulation of the bids as received and opened. BID OPENING: FRIDAY, March 3, 2017 County Engine (1 ) Active Construction
SECTION 9 STORM SEWER INLETS
SECTION 9 STORM SEWER INLETS CITY OF WESTMINSTER STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA SECTION 9 STORM SEWER INLETS 9.1 INTRODUCTION There are three types of inlets: curb opening, grated, and combination
Wentzville Parkway South Phase 2 & 2A
Wentzville Parkway South Phase 2 & 2A Sponsor Wentzville Project No. RB18-000034 Project Type New Road TOTAL FUNDING Phase 2 Total County Sponsor Federal $10,000,000 $8,000,000 $2,000,000 $0 Phase 2A Total
Rolling Road (Route 638) Widening Project
Rolling Road (Route 638) Widening Project From: 0.369 Mile North of Fairfax County Parkway (Route 286) To: Old Keene Mill Road (Route 644) State Project No. 0638-029-156, P104, R204, C504; UPC 5559 Public
A13 AVILA RANCH DEVELOPMENT PLAN SITE PLAN. Typical 58 R-1 Residential Street Section STREET SECTION. July 19, 2016 #
STREET SECTION SITE PLAN Typical 58 R-1 Residential Street Section 0 4 8 16 SCALE: 1 =8 (24 x36 sheet) A13 STREET SECTION SITE PLAN Typical 60 Collector Street Section 0 4 8 16 SCALE: 1 =8 (24 x36 sheet)
Clovis Fire Department
Clovis Fire Department Standard # 1.1 FIRE APPARATUS ACCESS Scope Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved
Federal Project No.: STP-5128(388)
Order : M48 Schedule of Items Page: 2 Oversight/State Project : (NFO) 0460-129-105, C501 Federal Project : STP-5128(388) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING (CONSTRUCTION)
Section 6H.01 Typical Applications
December 27, 2010 Draft Page 6H-1 Section 6H.01 Typical Applications Support: 01 Whenever the acronym TTC is used in this Chapter, it refers to temporary traffic control. 02 The needs and control of all
BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.
PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
Big Easy RV & Boat Storage A Green Energy Project Jana Lane Wildomar, California
Big Easy RV & Boat Storage A Green Energy Project 36215 Jana Lane Wildomar, California 1 PROJECT OVERVIEW Project Description The construction and operation of a solar generation facility consisting of
Town of Fuquay-Varina
060 STREETS 060.01 GENERAL 060.01.01 Other References 060.01.01.01 The latest revision of the Standard Specifications for Roads and Structures of the NCDOT shall apply unless otherwise specified herein.
CHAPTER 19 PARKING TABLE OF CONTENTS
CHAPTER 19 PARKING TABLE OF CONTENTS Section Title Page 19.1 General... 19-1 19.2 On-Street Parking... 19-1 19.2.1 Parallel Parking...19-1 A. No Parking Signs...19-1 19.2.2 Non-Parallel Parking...19-1
PLANNING COMMISSION REPORT Regular Agenda -- Public Hearing Item. PC Staff Report 5/23/16 TEXT AMENDMENT TO LAND DEVELOPMENT CODE; VALET PARKING (SLD)
PC Staff Report 5/23/16 TA-16-00128 Item No. 5-1 PLANNING COMMISSION REPORT Regular Agenda -- Public Hearing Item PC Staff Report 5/23/16 ITEM NO. 5 TEXT AMENDMENT TO LAND DEVELOPMENT CODE; VALET PARKING
Oaks Commerce Center
Mansour Edlin Consulting 1515 Mockingbird Lane Charlotte, NC 28209 Oaks Commerce Center Water & Sanitary Sewer Improvements Phase I - Concept Utility Plan Gravity Sanitary Sewer A1 Connect to Existing
Subchapter 20 Transportation
Subchapter 20 Transportation Sections: 35.20.1 Purpose. 35.20.2 Street Standards. 35.20.3 Pedestrian / Bicycle Facility Standards. 35.20.4 Driveway Standards. 35.20.5 Public Transit Standards. 35.20.1
COST ESTIMATES: Curb-Running
COST ESTIMATES: Curb-Running PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Side Lane (Curb Running) Date: 4/12/07 Percent Cost Total Project Capital Outlay I- Roadway
Section III Transportation and Stormwater Projects Receiving Additional Funding Project Detail Sheets Alphabetical Listing by Project Name Five Year
Section III Transportation and Stormwater Projects Receiving Additional Funding Project Detail Sheets Alphabetical Listing by Project Name Five Year Capital Improvement Plan FY2015/2016 through FY2020
November 1, Mr. Jafar Tabrizi President, Tabrizi Rugs 180 Bedford Highway. Traffic Impact Statement BH-1 and BH-2, Southgate Drive, Bedford, NS
161-12598 Mr. Jafar Tabrizi President, Tabrizi Rugs 180 Bedford Highway Bedford, NS B4A 1C1 [Via Email: tabrizi@tabrizi.com] RE: Traffic Impact Statement Dear Mr. Tabrizi: Plans are being prepared for
CITY OF BURLINGTON SHARON AVENUE SANITARY SEWER IMPROVEMENTS - PHASE 1 - REBID CITY OFFICIALS. STEVE SEXTON Mayor JAMES STAVIG.
SKAGIT COUNTY WASHINGTON CITY OFFICIALS STEVE SEXTON Mayor TED MONTGOMERY JAMES STAVIG City Council RICK DEGLORIA JOE DEGLORIA CHRIS LOVING BILL ASLETT EDIE EDMUNDSON City Council DON ERICKSON SEWER DEPARTMENT
Franklin County Engineer's Office - Highway Design ALKIRE RD & DEMOREST RD ROUNDABOUT CR NO. 11 & CR NO. 25 Bid Tabulation
7/07/2015 Page 1 of 20 Strawser Paving Co., Inc. Shelly & Sands, Inc. Double Z Construction Co Columbus Asphalt Paving, Inc. 1595 Frank Road P.O.Box 2469 2550 Harrison Road 1196 Technology Dr Columbus,
Federal Project No.: HSIP-5A27(567)
Order : A11 Schedule of Items Page: 2 Oversight/State Project : (NFO)0001-020-S82,C501 Federal Project : HSIP-5A27(567) 0010 513 00100 0020 517 00101 MOBILIZATION LUMP SUM LUMP SUM CONSTRUCTION SURVEYING
CITY OF FARMERSVILLE, TEXAS
CITY OF FARMERSVILLE, TEXAS THOROUGHFARE STANDARDS DESIGN MANUAL Adopted September 12, 2006 By Ordinance #2006-46 Amended June 12, 2007 By Ordinance #2007-23 TABLE OF CONTENTS I. General Requirements.....1
IMPROVEMENT CONCEPTS
IMPROVEMENT CONCEPTS for the South Novato Transit Hub Study Prepared by: January 11, 2010 DKS Associates With Wilbur Smith Associates IMPROVEMENT CONCEPTS Chapter 1: Introduction 1. INTRODUCTION The strategic
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14 Hardesty & Hanover, LLC Alternative 1 Bogie Support System Alternative Based on AW Sketch of New Bridge Component
DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/04 AND 12/31/04 BY ITEM GROUP 201 CONTRACTS - AWARDED TOTAL: $340,971,276
AVERAGE BID PRICES FOR AWARDED PROJECTS 14:37 Wednesday, February 2, 2005 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 17 $920 $54,140.65 17 2011.601/00040 DESIGN LS 1 $4 $3,500.00 1 2011 $924 2013
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/15/17 Comp. Dt: 08/04/17. Contract Time: Min: Max:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 1401-171 Contract ID: Contract Description: Contract Location: Recommendation: 170002 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
SPECIAL GRADING INTERSECTION IMPROVEMENT JOHN WARD RD AT IRWIN RD REVISION DATES
9/20/2017 2:39:11 PM GPLOT-V8 2016104_18-001.dgn Project Number Sheet Total Sheets djackson gplotborder-v8i-po.tbl X2802 30 118 966.5 21+00 L.P. EL. 966.34 L.P. EL. 966.58 0.29% 0.11% 965 H.P. EL. 966.54
Design of Parking Facilities. Design of Parking Facilities. Location of Parking Facilities
Design of Parking Facilities Design of Parking Facilities Location Type of Operations Surface Car Parks Parking Garage / Underground Access Layout Pedestrian Bus / Truck Terminal Other Consideration Location
3. Application Fees, Certificate Of Insurance & Performance Bond
SUBSECTION 13.10 CONSTRUCTION OF DRIVEWAYS 13.10A PERMIT REQUIREMENTS 1. General A driveway or access road serving private property and intersecting with a town road shall be constructed in such a manner
Port of Portland Survey Codes. R:\POP_Standards\SurveyCodes_DescKey\Port Survey Code List.xls 1 5/9/2013 9:14 AM
Aircraft Fuels 110 AF_DRAIN AF DRAIN 111 AF_HH AF HANDHOLE 112 AF_JB AF JUNCTION BOX 113 AF_LINE AF LINE 114 AF_MH AF MANHOLE 115 AF_PIT AF PIT 116 AF_VLV AF VALVE 117 AF_VLT AF VAULT Airfield Power 120
Riverside County Transportation Department Summary of Bids
Company Name Dartmouth St. Base Bid Sch. Yale St. Base Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. 4 Total COUNTY'S ESTIMATE,87,.50,444,6.00 9,400.00 9,400.00 800.00,00.00
STREETS AND ROADS DESIGN MANUAL TABLE OF CONTENTS 1.0 GENERAL... S-1
STREETS AND ROADS DESIGN MANUAL TABLE OF CONTENTS 1.0 GENERAL.......... S-1 1.1 Definitions......... S-1 1.2 Responsibility for Design and Construction..... S-3 1.3 Authorization Permits........ S-4 1.4
SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71
BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
BGE Service Application Guidelines Residential Single Projects
BGE Service Application Guidelines Residential Single Projects To the Developer or Builder Following is important information to assist you in applying for BGE gas and/or electric service and completing
Sidewalk Management APWA San Clemente Sidewalk Management 1. Scope of Assignment
Sidewalk Management APWA Congress 2006 Kansas City, Missouri Michael Robson September 12, 2006 Scope of Assignment Sidewalk Sidewalk Condition Evaluation Obstruction by Type ADA Ramp & Compliance Integrate