SITE IMPROVEMENTS TO UAS AREA CP1512R
|
|
|
- Arron Bishop
- 6 years ago
- Views:
Transcription
1 RANGE ROAD SITE IMPROVEMENTS TO UAS AREA CP1512R ROOSEVELT BLVD ACCESS ROAD DUFFY ROAD MARINE CORPS AIR STATION CHERRY POINT, NORTH CAROLINA INDEX OF DRAWINGS 748 LORD DUNMORE DRIVE, SUITE 101 RW 14L RW 23R FIRE STATION BLDG 193 INDUSTRIAL HEALTH CLINIC BLDG 3907 AIRFIELD CONTROL TOWER RW 32L BLDG 163 RW 5R US NAVAL HOSPITAL BLDG FIRE STATION SLOCUM BLDG MCAS CHERRY POINT ENTRANCE GATE KINSTON 17 LOCATION MAP 70 NEW BERN P:\ \CAD\Common\ _G-01.dwg, 2/28/ :53:25 AM, jhilton Scale of Miles JACKSONVILLE CAMP LEJEUNE HAVELOCK MOREHEAD CITY BEAUFORT VICINITY MAP
2 748 LORD DUNMORE DRIVE, SUITE 101 P:\ \CAD\Common\ _G-02.dwg, 2/28/ :53:34 AM, jhilton
3 748 LORD DUNMORE DRIVE, SUITE 101 P:\ \CAD\Common\ _G-03.dwg, 2/28/ :53:44 AM, jhilton
4 748 LORD DUNMORE DRIVE, SUITE 101 P:\ \CAD\Common\ _G-04.dwg, 2/28/ :53:49 AM, jhilton
5 748 LORD DUNMORE DRIVE, SUITE 101 P:\ \CAD\Civil\ _C-01.dwg, 2/28/ :03:34 PM, jhilton
6 X 748 LORD DUNMORE DRIVE, SUITE 101 P:\ \CAD\Civil\ _C-02.dwg, 2/28/ :03:39 PM, jhilton
7
8 748 LORD DUNMORE DRIVE, SUITE 101 P:\ \CAD\Civil\ _C-04.dwg, 2/28/ :03:50 PM, jhilton
9 EROSION AND SEDIMENTATION CONTROL SEQUENCE NOTES: STABILIZATION REQUIREMENTS: SEEDING SCHEDULE (BASH APPROVED) 748 LORD DUNMORE DRIVE, SUITE 101 TYPICAL CONSTRUCTION ENTRANCE DETAIL (TEMPORARY) TYPICAL STABILIZATION TIMEFRAMES P:\ \CAD\Civil\ _C-05.dwg, 2/28/ :03:54 PM, jhilton TYPICAL SILT FENCE DETAIL (TEMPORARY) TYPICAL GRAVEL SILT FENCE OUTLET DETAIL (TEMPORARY)
10 748 LORD DUNMORE DRIVE, SUITE 101 TYPICAL TREE PROTECTION DETAIL (TEMPORARY) TYPICAL PERMANENT DIVERSION CHANNEL DETAIL CROSS SECTION PLAN VIEW INSET A INSET B P:\ \CAD\Civil\ _C-06.dwg, 2/28/ :04:04 PM, jhilton TYPICAL WATTLE DETAIL (TEMPORARY) ROCK PIPE INLET PROTECTION DETAIL TYPICAL ROLLED EROSION CONTROL PRODUCT (JUTE) SLOPE INSTALLATION
11 748 LORD DUNMORE DRIVE, SUITE 101 TYPICAL BEDDING DETAILS FOR REINFORCED CONCRETE PIPE TYPICAL BEDDING DETAILS FOR PVC PIPE TYPICAL BEDDING DETAILS FOR DUCTILE IRON PIPE TYPICAL SEWER CLEANOUT DETAIL (ADDITIVE BID ITEM #0001) ELEVATION VIEW P:\ \CAD\Civil\ _C-07.dwg, 2/28/ :04:09 PM, jhilton TYPICAL BACKFLOW ASSEMBLY DETAIL (ADDITIVE BID ITEM #0001) TYPICAL VERTICAL BEND DETAIL
12 PLAN 748 LORD DUNMORE DRIVE, SUITE 101 NOTES: ELEVATION TYPICAL TAPPING SLEEVE AND VALVE DETAIL TYPICAL MANHOLE FRAME AND COVER DETAIL (ADDITIVE BID ITEM #0001) TYPICAL VALVE BOX INSTALLATION DETAIL P:\ \CAD\Civil\ _C-08.dwg, 2/28/ :04:14 PM, jhilton TYPICAL PIPELINE THRUST BLOCK DETAIL TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL MANHOLE DETAIL (ADDITIVE BID ITEM #0001)
13 748 LORD DUNMORE DRIVE, SUITE 101 TYPICAL FENCE DETAIL TYPICAL GROUNDING DETAIL TYPICAL BRACE PANEL DETAIL H-BEAM ROUND POST ROUND POST P:\ \CAD\Civil\ _C-09.dwg, 2/28/ :04:19 PM, jhilton TYPICAL FASTENING DETAILS H-BEAM TYPICAL EXTENSION ARM DETAIL ALL DETAILS THIS SHEET ARE ASSOCIATED WITH ADDITIVE BID ITEMS #0002 AND #0003
14 748 LORD DUNMORE DRIVE, SUITE 101 TYPICAL SINGLE SWING PERSONNEL GATE DETAIL TYPICAL OFFSET HINGE DETAIL TYPICAL HINGE DETAIL A A TYPICAL GATE KEEPER DETAIL P:\ \CAD\Civil\ _C-10.dwg, 2/28/ :04:24 PM, jhilton TYPICAL DROP ROD FOUNDATION DETAIL TYPICAL DROP ROD ASSEMBLY DETAIL TYPICAL LATCH ASSEMBLY DETAIL ALL DETAILS THIS SHEET ARE ASSOCIATED WITH ADDITIVE BID ITEMS #0002 AND #0003
15 748 LORD DUNMORE DRIVE, SUITE 101 TYPICAL DOUBLE SWING VEHICULAR GATE DETAIL (ADDITIVE BID ITEM #0002) P:\ \CAD\Civil\ _C-11.dwg, 2/28/ :04:29 PM, jhilton TYPICAL SPLASH BLOCK DETAIL (ADDITIVE BID ITEM #0003) TYPICAL STEEL BOLLARD DETAIL TYPICAL PAVEMENT REPAIR DETAIL
16 748 LORD DUNMORE DRIVE, SUITE 101 TYPICAL ACCESS DRIVE CROSS SECTION TYPICAL SOD INSTALLATION DETAIL AND SCHEDULE (PERMANENT) STANDARD SKIMMER DETAIL P:\ \CAD\Civil\ _C-12.dwg, 2/28/ :04:34 PM, jhilton STANDARD TEMPORARY SKIMMER FILTER BASIN (1 OF 2) STANDARD TEMPORARY SKIMMER FILTER BASIN (2 OF 2)
17
18
19
20
21
22
23
24
25
SEPARATION AND CONSTRUCTION REQUIREMENTS FOR SEWER AND WATER LINES (PARALLEL)
SEPARATION AND CONSTRUCTION REQUIREMENTS FOR SEWER AND WATER LINES (PARALLEL) W-1/S-3 SEPARATION AND CONSTRUCTION REQUIREMENTS FOR SEWER AND WATER LINES (CROSSINGS) W-2/S-4 TYPICAL TRENCH BACKFILL DETAILS
CITY OF OZARK STANDARD DRAWING DETAILS FOR PUBLIC IMPROVEMENTS
CITY OF OZARK STANDARD DRAWING DETAILS FOR PUBLIC IMPROVEMENTS 2010 EDITION CITY OF OZARK, MISSOURI REVISIONS TO THE 2009 EDITION The following revisions have been made to the 2009 edition of the city
STANDARD DETAILS QUICK REFERENCE
STANDARD DETAILS QUICK REFERENCE Note: DWGs need to be saved locally before opening file. Requires AutoCad, DWG TrueView, or Autodesk Design Review (the later two are available for free from http://usa.autodesk.com/)
EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL Surface Water Protection During Well Site Construction Kelly Kees, PE WVDEP, Office of Oil and Gas SEDIMENT & EROSION CONTROL PLANS Per West Virginia State Code 22-6-6(d) 22-6A-7(c),
White Street Area Sewer Separation, Project ID Date Issued: June 8, 2015
White Street Area Sewer Separation, Project ID 11240090 Date Issued: June 8, 2015 ADDENDUM NO. 3 This addendum will only be distributed via e-mail, but will remain available for viewing on the MSDGC website
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360) (360) (FAX)
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 (360) 754-4126 (FAX) Email: cdd@ci.tumwater.wa.us APPENDIX II-C SHORT FORM CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE
SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE Please complete this narrative form and submit with your SWPPP drawings. Refer to Kitsap County Stormwater Design Manual Vol.
CHAPTER 102 REQUIREMENTS CRITCAL STAGES DURING CONSTRUCTION ACTIVITIES
CHAPTER 102 REQUIREMENTS CRITCAL STAGES DURING CONSTRUCTION ACTIVITIES TOPICS Steps Prior to construction Pre-Construction Meeting Defining the Critical Stages with the Contractor Brady s Run Lake Site
EROSION PREVENTION BMP SUGGESTED USES MATRIX
EROSION PREVENTION SUGGESTED USES MATRIX Processed Based Tools Software Aids Slope Waterway Surface Concentrated Flows Large Flat Stock Pile Borrow Adjacent Property Impacts Erosion Prevention Measures
TABLE OF CONTENTS I-1 INTRODUCTION TO STANDARD DESIGNS 03/17/08
TABLE OF CONTENTS Sheet Number Title Revision Date I-1 INTRODUCTION TO STANDARD DESIGNS 03/17/08 STREETS ST-1 LOCAL STREETS 03/17/08 ST-1A LOCAL STREETS, 2015 GENERAL PLAN 11/15/04 ST-2 COLLECTOR AND ARTERIAL
Letter of Credit Itemized Cost Estimate For: 100% Site Development Costs
Letter of Credit Itemized Cost Estimate For: 100% Site Development Costs The following form is to be filled out by the Project Consultant(s) and submitted to the City of Kitchener, Planning Division for
5/15/2013. Basin Area. Vegetation. Rainfall & Runoff. Soil Type. Topics. Factors Influencing Erosion. Factors Influencing Erosion
Topics Erosion, TESC and Construction sequencing Procedures and timing Remedies for failing sites Curtis Hinman WSU Extension and Bio Systems Eng. Faculty Low Impact Development Specialist chinman@wsu.edu
Analyzing the Bioretention Construction Sequence
Analyzing the Bioretention Construction Sequence Avoiding future problems through careful installation procedures, construction inspection and first year maintenance 20 Steps to Better Bioretention Step
Illinois Urban Manual
Illinois Urban Manual Jim Nelson: Association of Illinois Soil and Water Conservation Districts (AISWCD) Funding for this project provided, in part, by the Grand Victoria Foundation of Elgin IL, the Governor
Urban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT
NOT WELL 800 - Urban Stormwater Wetlands A constructed system of shallow pools that create growing conditions for wetland plants to lessen the impacts of stormwater quality and quantity in urban areas.
STORM DRAINAGE CONSTRUCTION NOTES LENGTH RUN * See Note 2., Above or greater 500
STORM DRAINAGE CONSTRUCTION NOTES 1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE UNLESS APPROVED BY THE CITY ENGINEER. 2. STORM DRAINAGE PIPES SHALL BE A MINIMUM OF FIFTEEN (15) INCH DIAMETER (15"
STANDARD SPECIFICATIONS Book 2 ENGINEERING DRAWINGS INCLUDES ADDENDUMS
STANDARD SPECIFICATIONS Book 2 ENGINEERING DRAWINGS INCLUDES ADDENDUMS July 23, 2018 Page 1 of 7 STANDARD LEGEND SYMBOLS (September, 1973)... AS-101A STANDARD LEGEND SYMBOLS (September, 1973)... AS-101B
W E A V E R C R O S S I N G Concept Plan
W E A V E R C R O S S I N G Concept Plan February 19, 2014 APPLICANT: Contact: Scott Murray 2522139501 EUBANKS ROAD RAMP NC 86 MLK JR. BLVD. INTERSTATE 40 Vicinity Map DEVELOPER: Mangement Co. Inc. Contact:
ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK DELTA PROJECT NO SEPTEMBER 2017 ISSUED FOR BID
ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK 13440 DELTA PROJECT NO. 2017.226.001 SEPTEMBER 2017 ISSUED FOR BID INDEX OF DRAWINGS GENERAL CIVIL ARCHITECT/ENGINEER PROJECT
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS CONTRACT NO CONFLUENCE BIKE/PED RAMPS-SOUTH PLATTE GREENWAY STATEMENT OF QUANTITIES
01050-1 Construction Surveying 1 LS 01500-1 Temporary Fences & Barricades 1,500 LF 02600-1 Shoring, Cofferdam, Temp. Sheeting, & Dewatering 1 LS 01565-1 Storm Drainage & Erosion Sediment Control 1 LS 01565-2
STORMWATER - GENERAL NOTES
STORM DRAINAGE CONSTRUCTION NOTES. All storm sewer pipe shall be reinforced concrete. 2. Storm drainage pipes shall be a minimum of fifteen (5) inch diameter (5" for short lateral runs only - up to 75
Part IV(a): BMPs for Erosion, Sediment, Velocity Control
Part IV(a): BMPs for Erosion, Sediment, Velocity Control Find Design Standards and Specifications for Iowa Erosion and Sediment Control Practices at: www.iowasudas.org Erosion Control Keeping the soil
Plan Review Checklist
Plan Review Checklist FOR EROSION AND SEDIMENT CONTROL PLANS _ Minimum Standards - All applicable Minimum Standards must be addressed. All minimum Standards must be adhered to during the entire project
Protect Stormwater Quality Project and Site Management Training for General Contractors. Presenter Becky Pearson Professional Civil Engineer
Protect Stormwater Quality Project and Site Management Training for General Contractors Presenter Becky Pearson Professional Civil Engineer Part II Best Management Practices (BMPs) What is a Best Management
Project: Developer/Designer: Reviewer: I. Narrative: 1. Project Description: Describes the nature and purpose of the land disturbing activity.
City of Charlottesville, Virginia Erosion and Sediment Control Plan Review Checklist 610 East Market Street, Charlottesville, VA 22902 Telephone 434-970-3182; Fax 434-970-3359 Project: Developer/Designer:
Final Report: Appendix C. LID Parking Lot Design and Teaching Tool at Bridgewater State University, Bridgewater Supporting Information
Bridgewater State University Virtual Commons - Bridgewater State University Phase II Final Report Taunton River Watershed Project 2011 Final Report: Appendix C. LID Parking Lot Design and Teaching Tool
900 Roadside Improvement
900 Roadside Improvement Plate 901 TEMPORARY EROSION AND POLLUTION CONTROL Temporary Berm 901-1 Temporary Slope Drain 901-1 Temporary Slope Barrier (Set Price) 901-1 Temporary Ditch Check 901-1 Temporary
PLANS FOR THE CONSTRUCTION OF A NEW COMMERCIAL BUILDING FOR: & MONTGOMERY ROAD, SYCAMORE TOWNSHIP, HAMILTON COUNTY, OHIO ZONED "E"
GENERAL NOTES: PLANS FOR THE CONSTRUCTION OF A NEW COMMERCIAL BUILDING FOR: 1086 & 10875 MONTGOMERY ROAD, SYCAMORE TOWNSHIP, HAMILTON COUNTY, OHIO LOCATION MAP 17 1.00 Acres PROPOSED SITE 12 OWNER / APPLICANT:
LONDONDERRY PLANNING BOARD SITE PLAN APPLICATION & CHECKLIST
LONDONDERRY PLANNING BOARD SITE PLAN APPLICATION & CHECKLIST Planning Department Date Stamp Design Review Formal Application All information provided and submitted with this Application Checklist shall
CITY OF LATHROP. Department of Public Works. DESIGN & CONSTRUCTION Standard Details
CITY OF LATHROP Department of Public Works DESIGN & CONSTRUCTION Standard Details January 2014 General G-1A Signature Blocks G-1B Signature Blocks G-2 Drafting Standards G-3 Drafting Standards G-4 Drafting
GRAND ARBOR RESERVE GRAND ARBOR RESERVE, LLC ULIAN KISSIOV D'ONOFRIO KOTTKE & ASSOC., INC.
GRAND ARBOR RESERVE BIRCHWOOD POINT, LOT-1 10203 MINERAL POINT ROAD MADISON, WISCONSIN GRAND ARBOR RESERVE, LLC 6417 ODANA RD MADISON, WISCONSIN 53719 CONTACT: DAN SCHMIDT PHONE: 608-285-8680 FAX: 608-255-3387
Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline
Agricultural Impact Minimization Plan Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline operation. PennEast
Federal Project No.: OC-095-1(365), OC-095-1(367)
Schedule of Items Page: 2 Oversight/State Project : (NFO)0095-964-415, C501 Federal Project : OC-095-1(365), OC-095-1(367) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING CONSTRUCTION
Using the Updated RI Soil Erosion and Sediment Control Handbook. The Introductory Workshop for RIDEM/CRMC Staff January 23, 2015
Using the Updated RI Soil Erosion and Sediment Control Handbook The Introductory Workshop for RIDEM/CRMC Staff January 23, 2015 URI Cooperative Extension NEMO URI Cooperative Extension NEMO White Oak,
LONDONDERRY PLANNING BOARD MINOR SITE PLAN APPLICATION & CHECKLIST
LONDONDERRY PLANNING BOARD MINOR SITE PLAN APPLICATION & CHECKLIST Planning Department Date Stamp Design Review Formal Application Change of Use (No Site Improvements)* All information provided and submitted
City of Ingleside Avenue B Outfall Project
City of Ingleside Avenue B Outfall Project June 15, 2017 Dennis Knippa Council Member Place 1 Bill Underbrink Council Member Place 2 Ronnie Parker Council Member Place 3 Luis Lamas Mayor Ben Tucker Council
SITE PLAN REVIEW APPLICATION
SITE PLAN REVIEW APPLICATION CITY OF THE DALLES Community Development Department 313 Court Street The Dalles, OR 97058 (541) 296-5481, ext. 1125 Fax (541) 298-5490 www.ci.the-dalles.or.us Date Filed File#
PLANNED UNIT DEVELOPMENT APPLICATION
PLANNED UNIT DEVELOPMENT APPLICATION CITY OF THE DALLES Community Development Department 313 Court Street The Dalles, OR 97058 (541) 296-5481, ext. 1125 Fax (541) 298-5490 www.ci.the-dalles.or.us Date
County of El Dorado Standard Plans
County of El Dorado Standard Plans Table of Contents Section 1 General Standards GS-01 General Legend and Abbreviations Section 2 Roads and Streets RS-01 RS-02 RS-03 RS-04 RS-05 RS-06 RS-07 RS-08 RS-20
Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline
Agricultural Impact Minimization Plan Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline operation. PennEast
SOP 6: Erosion and Sedimentation Control SOP 6: EROSION AND SEDIMENTATION CONTROL
Standard Operating Procedures Central Massachusetts Regional Stormwater Coalition SOP 6: Erosion and Sedimentation Control SOP 6: EROSION AND SEDIMENTATION CONTROL Erosion and sedimentation from land-disturbing
Shelbyville, KY Stormwater Best Management Practices. Section 2 EROSION PREVENTION AND SEDIMENT CONTROL PLAN
Section 2 EROSION PREVENTION AND SEDIMENT CONTROL PLAN 2.1 Requirements The City of Shelbyville, KY will require an Erosion Prevention and Sediment Control (EPSC) Plan for most types of development construction.
BANYAN BOULEVARD (325-365) SITE DEVELOPMENT PLANS LEGAL DESCRIPTION SECTION 33 TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA PREPARED FOR: REDEVELOPMENT 990 1ST AVENUE SOUTH SUITE 202, FL 34102
PERMANENT SEEDING. Overview of Sedimentation and Erosion Control Practices. Practice no. 6.11
Overview of Sedimentation and Erosion Control Practices Practice no. 6.11 PERMANENT SEEDING Permanent vegetation controls erosion by physically protecting a bare soil surface from raindrop impact, flowing
WQ-23 MOUNTAINOUS AND STEEP SLOPE SITES
Greenville County Technical Specification for: WQ-23 MOUNTAINOUS AND STEEP SLOPE SITES 1.0 Mountainous and Steep Slope Sites 1.1 Description The geographic locations of portions of Greenville County are
M-231 and Water Quality. Ottawa County Water Quality Forum November 21, 2016 James Fortney, MDOT
M-231 and Water Quality Ottawa County Water Quality Forum November 21, 2016 James Fortney, MDOT M-231 Facts: 7-Miles long 2-Lane Limited Access Highway Connects I-96 and M-45 M-231 Facts: Includes Michigan
Town of Essex Small Site Erosion Control Guide
Town of Essex Small Site Erosion Control Guide Why do we need to protect against erosion? Water Quality: Erosion and the transport of sediment and pollutants impacts the water quality of nearby streams
TOWN OF SPENCER FIRE and EMERGENCY SERVICES
TOWN OF SPENCER FIRE and EMERGENCY SERVICES Fire Prevention and Protection Regulations For Sub divisions 1. General requirements 2. Hydrants 3. Fire Cisterns Chapter 4. Dry Hydrants 5. Residential Sprinklers
Standard Drawings Table of Contents
Standard Drawings Table of Contents 1. Standard Symbols, Abbreviations, & Legends 2. 1 Water Service 3. 1 ½ or 2 Water Service 4. 3 Water Service 5. 1 ½ 3 Water Service Manifold Assembly 6. 2 Blow Off
APPENDIX F: DETAIL DRAWINGS
APPENDIX F: DETAIL DRAWINGS DRAWING DIVISION 100 GENERAL NOTES 200 ROAD WAYS 300 TRAFFIC CONTROL 400 FENCES 500 SEDIMENT CONTROL 600 SANITARY AND STORM SEWERS 700 WATERMAIN 800 PARKS AND LANDSCAPING 900
A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance.
The language provided in these specifications is meant to serve as a reminder and provide a generic example of the type of language that should be provided in final construction documents. This language
REMOVE 20' OF STONE WALL C.C.B. REBUILD 20' OF R=1,000.00' L=130.00' CONSTRUCTION STONE WALL ENTRANCE PER DETAIL R=1,000.00' L=65.09' DMH U.P. HYD.
45.2' EROSION CONTROL NOTES: 1. EROSION CONTROLS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION. EROSION CONTROLS SHALL BE MAINTAINED IN GOOD CONDITION AT ALL TIMES. EROSION CONTROLS SHALL REMAIN UNTIL SUCH
Huntington Stormwater Utility
Huntington Stormwater Utility Stormwater Management & Sediment and Erosion Control Requirements for Construction Sites Authorized by Huntington City Code Articles: 971, 970, 930, 935, 955, Revised April
Guidance on Preparation of Construction and Maintenance Costs
INVER GROVE HEIGHTS Northwest Area Appendix F Guidance on Preparation of Construction and Maintenance Costs Northwest Area (NWA) Inver Grove Heights Stormwater Manual Guidance on Preparation of Construction
WEF Collection Systems Conference 2017
NOT IN MY BACKYARD, ANYMORE: A SUCCESSFUL BACKYARD SEWER REPLACEMENT PROGRAM Authors: Richard E. Underhill, P.E., PACP, Greeley and Hansen; Kelvin Coles, P.E., ENV SP, Greeley and Hansen, Belinda Wilson,
Department of Agriculture. Conservation Service. United States. Natural Resources REVISED 8/26/16
GENERAL NOTES: SYMBOL LEGEND 1. All work shall comply with the constriction specifications, drawings, project-specific quality assurance plan and other contract requirements. 2. All notes on the drawings
startup. Construction of contractor entrance off University City Blvd connecting to Lot 8 has started.
Campus Construction Situation Report #6 March 15, 2012 Hechenbleikner Lake Dam No change from previous notice Dewatering maintenance continues. Major construction activity will begin mid April and with
SILT FENCE MACHINE SLICED ERO-1A STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING.
STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE
JOB CREATION PROJECTS
SPRINGDALE INFRASTRUCTURE DEVELOPMENT PLAN JOB CREATION PROJECTS The following pages provide a narrative description, preliminary street alignment and a preliminary construction cost estimate for each
Monica Smith, PE President Robinson Engineering Company
Monica Smith, PE President Robinson Engineering Company Owner Robinson Engineering Masters Degree in Water Resource Management for Colorado State University The Dry Run Creek project got me interested
Case Study Bioretention Installation and Maintenance
Case Study Bioretention Installation and Maintenance Bioretention Crime Scene Investigation A reality TV series where you get to watch disturbing bioretention crimes and use advanced forensics to solve
DIVISION 21 - FIRE SUPPRESSION
DIVISION 21 - FIRE SUPPRESSION DESIGN CRITERIA It is the policy of UC Davis to install fire sprinkler systems in all new construction/facilities. If the building is classified as a pole barn, shed, carport,
City of Stoughton Erosion Control Permit Application (effective 2/6/2018)
City of Stoughton Erosion Control Permit Application (effective 2/6/2018) Incomplete applications will not be accepted Project Name: Address of subject property: Landowner Name(s): Applicant Name: Landowner
Structural Storm Water Best Management Practices (BMPs)
Structural Storm Water Best Management Practices (BMPs) Storm Water Permitting: The SWPPP Revealed By Deron Austin, PE January 11, 2006 3:30-5:00 PM Orlando, Florida Presentation Outline Preface About
511 - RIP RAP - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511
511 - - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511 511.1 GENERAL 511.1.1 Rip Rap 511.1.2 Rock Protection Excavation for placing Rip Rap, Rock Protection and Gravel
PLAN SUBMITTER'S CHECKLIST
Page 1 of 8 PLAN SUBMITTER'S CHECKLIST FOR EROSION AND SEDIMENT CONTROL PLANS Please fill in all blanks and reference the plan sheets/pages where the information may be found, where appropriate, or write
Key Topics. Bioretention Crime Scene Investigation The Bioretention Construction and Maintenance Sequence
Key Topics Bioretention Crime Scene Investigation The Bioretention Construction and Maintenance Sequence Bioretention Crime Scenes Investigation A 9 part reality TV series where you get to watch disturbing
STORMWATER PERMIT SUBMITTAL REQUIREMENTS
STORMWATER PERMIT SUBMITTAL REQUIREMENTS Most development within the City of Bellingham that involves disruption of soils, or construction of buildings, streets, parking lots, etc. requires a Stormwater
City of Richmond. Engineering Design Specifications
City of Richmond Design Specifications June 2008 CITY OF RICHMOND ENGINEERING DESIGN SPECIFICATIONS JUNE 2008 THIS DOCUMENT DETAILS THE MINIMUM STANDARDS TO BE USED FOR THE DESIGN OF ENGINEERING PROJECTS
Stormwater Drainage Assessment For Single Family Residence
Stormwater Drainage Assessment For Single Family Residence Project Name: SEADER SFD Project Address: 2301 NE Perkins Way, Lake Forest Park, King County WA. Parcel Number(s): Tax Parcel No. 86659-00181
Disconnecting Your Downspouts to Improve Local Water Quality
Disconnecting Your Downspouts to Improve Local Water Quality Virginia gets an average of 45.22 inches of rain every year. For an average size home of 1,260 square feet, that amounts to approximately 35,500
Information for File # JTF
Information for File # 2013-04665-JTF Applicant Corps Contact Enbridge Energy, Limited Partnership Josh Fitzpatrick Address 1554 Highway 2, Suite 2, Two Harbors, MN 55616 E-Mail joshua.t.fitzpatrick@usace.army.mil
General Information. Site Conditions. 9b 9b. 9a 1b. Best Management Practices Illustration
Model Construction SWPPP Planning & Development Services 1800 Continental Place Mount Vernon WA 98273 voice 360-416-1320 inspections 360-416-1330 www.skagitcounty.net/stormwaterpermitting Permit #: General
MARBLE RIVER WIND POWER PROJECT Agricultural Protection Measures
MARBLE RIVER WIND POWER PROJECT Siting Considerations 1. Locate access roads and, to the extent allowed by local laws, wetlands and topography, individual wind turbines and other structures along field
STANDARD SPECIFICATIONS SECTION TEMPORARY EROSION AND SEDIMENT CONTROL
STANDARD SPECIFICATIONS SECTION 01570 TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements, procedures, and methods related to responsibilities for providing
DIVISION 21 - FIRE SUPPRESSION
DIVISION 21 - FIRE SUPPRESSION DESIGN CRITERIA It is the policy of UC Davis to install fire sprinkler systems in all new construction/facilities. If the building is classified as a pole barn, shed, carport,
Florence County Small Commercial Land Disturbance Permit Application
Florence County Small Commercial Land Disturbance Permit Application Florence County Engineering Division 518 South Irby Street Florence, S.C. 29501 Phone (843) 676-8600 Fax (843) 676-8667 Tax Map Number:
Soil Erosion and Sediment Control
PDHonline Course C188 (3 PDH) Soil Erosion and Sediment Control Instructor: John Poullain, PE 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088 www.pdhonline.org
DOCUMENT TABLE OF CONTENTS
DOCUMENT 00003 June 16, 2005 TABLE OF CONTENTS DOCUMENT NO. INTRODUCTORY INFORMATION DOCUMENT 00003 TABLE OF CONTENTS DIVISION 1 GENERAL REQUIREMENTS SECTION 01011 SECTION 01025 SSP21.1-1 SECTION 01026
66-90 RIVER ROAD EAST RESIDENTIAL DEVELOPMENT BREMONT HOMES TOWN OF WASAGA BEACH OPERATIONS AND MAINTENANCE MANUAL. Prepared by: Phone:
66-90 RIVER ROAD EAST RESIDENTIAL DEVELOPMENT BREMONT HOMES Prepared by: Pinestone Engineering Ltd. Barrie Office 20 Bell Farm Road, Unit 1 Barrie, Ontario L4M 6E4 Phone: 705-503-1777 Email: Web: pinestone@pel.ca
CRESCENT RESOURCES INC.
CRESCENT RESOURCES INC. Due Diligence Checklist Project Name: Client: Project No. Date: 1 Survey Review survey for compliance with Crescent Resources, Inc. s Instructions to Surveyors (see below): All
C-10. Disconnected Impervious Surface
C-10. Disconnected Impervious Surface Design Objective Disconnected Impervious Surface (DIS) is the practice of directing stormwater runoff from built-upon areas to properly sized, sloped and vegetated
a. Site Topography and Relationship to Surrounding Topography
C. Topography and Slopes 1. Existing Conditions a. Site Topography and Relationship to Surrounding Topography The Site is gently rolling, as is the surrounding topography (Figure I.A-8). The Property is
What Is Water Erosion?
What Is Water Erosion? Soil particles displaced by the action of wind or water Tina R. Evans, PE, CISEC HydroDynamics Incorporated Parker, CO 303-841-0377 Section 5.2.1.1. Deadline to Initiate Stabilization
East Coast Erosion Blankets
Protect Your Landscapes with East Coast Erosion Blankets Soil erosion can be a serious problem, resulting in catastrophic damage to water sources, landscaping, and wildlife. Repairing damage caused by
Operation Maintenance and Repair Plan Rain Garden
Operation Maintenance and Repair Plan Property Owner / Operator Unit wall system Minimum 1 Repair, replace, reset, soil mix and mulch to remove gullies when erosion is evident. Replenish soil mix and mulch
A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance.
The language provided in these specifications is meant to serve as a reminder and provide a generic example of the type of language that should be provided in final construction documents. This language
UC Santa Cruz Campus Design Guide. Includes the following sections: None DESIGN REQUIREMENTS
DIVISION 21 - FIRE SUPPRESSION Includes the following sections: None DESIGN REQUIREMENTS It is the policy of City of Santa Cruz to install fire sprinkler systems in all new construction/facilities. If
EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL 1 EROSION & SEDIMENT CONTROL Effective Soil & Water Protection Whether you want to prevent soil erosion caused by rain, water and wind, or protect waterways from inevitable build
Erosion Control for Home Builders in the. City of Jacksonville
Erosion Control for Home Builders in the City of Jacksonville Eroding construction sites are a leading cause of water quality problems in Jacksonville. For every acre under construction, about a dump truck
CHAPTER 9 STORM DRAINAGE. Minimum Requirements for New Development and Redevelopment
CHAPTER 9 STORM DRAINAGE 9.01 General The standards established by this chapter are intended to represent the minimum standards for the design and construction of storm drainage facilities. 9.02 Design
DESIGN SCENE SUBJECT INDEX
DESIGN SCENE SUBJECT INDEX CHAPTER 1: TITLE SHEET and GENERAL LAYOUT AREA OF ENVIRONMENTAL SENSITIVITY BRIDGE & APPROACH PLANS CONSTRUCTION PLAN FOR EXCEPTIONS EXCEPTION CLARIFICATION GOVERNING SPECIFICATIONS
City of Mt. Juliet Planning & Zoning Department. Site Plan Checklist. Site plan cklist v1.18
City of Mt. Juliet Planning & Zoning Department Site Plan Checklist Site Plan approval is required for all specified community facilities, all commercial, industrial, and multi-family residential activities
Storm Water Basics for Construction Sites Presented by Representatives from the City of Grass Valley and Nevada County
September 22nd, 2015 3:30PM Sign up at: www.stormwaterawareness.org Workshop is free! Nevada County Contractor s Association 149 Crown Point Ct. Grass Valley, CA 95945 Storm Water Basics for Construction
Stormwater Management Plan Narrative Quality Fleet Services, Inc. SITE RE-DEVELOPMENT 548 New Ludlow Road South Hadley, MA The project proposed by Quality Fleet Services, Inc. consists of the site improvements
Banking on Natural Fibers Products made from coir and jute play a key role in stabilizing a restored stream for a commercial stream mitigation bank.
Banking on Natural Fibers Products made from coir and jute play a key role in stabilizing a restored stream for a commercial stream mitigation bank. By Greg Northcutt When White Creek Mitigation, LLC,
Federal Project No.: PM03369
Order : N26 Schedule of Items Page: 2 Oversight/State Project : (NFO) 6460-006-206, N501 Federal Project : PM03369 0010 513 00100 0020 303 00125 MOBILIZATION LUMP SUM LUMP SUM GRADING LUMP SUM LUMP SUM
FOR PROJECTS INITIATED AFTER FEBRUARY 1, 2010 REVISION 1 ITEM 709 TRIANGULAR FILTER FABRIC FENCE
AFTER FEBRUARY 1, 2010 ITEM 709 TRIANGULAR FILTER FABRIC FENCE 709.1 Description. This work shall consist of furnishing, installing, and removing temporary erosion protection and sediment control triangular
Construction Site Erosion Control
Construction Site Erosion Control Site: New Residence Halls for the Board of Trustees of the University of Alabama, Tuscaloosa Location North of UA Campus: North of 2nd Street (north of AIME and Bevill
Geosynthetics for Erosion Control and Reinforcement
Geosynthetics for Erosion Control and Reinforcement Stan Boyle, Ph.D., P.E. Shannon & Wilson, Inc. What are Geosynthetics? Geosynthetics are (generally) polymeric products used in civil engineering applications.