Sample Punch List. Garth Ruffner Landscape Architect (916) Page 1 of 5
|
|
|
- Adam Newton
- 9 years ago
- Views:
Transcription
1 Sample Punch List This document is provided primarily for landscape contractors who have not previously worked with Garth and would like to know what issues are frequently addressed by site observation visits during construction. The letter shows many possible deficiencies and is much longer than normal. Garth Ruffner Landscape Architect (916) I visited the site on Tuesday to determine whether the landscape work was substantially complete and ready for the start of the 60 day maintenance period. My observations and comments follow: I. ROUGH GRADING A. Planter Soil 1. The planter soil in one planter (see the attached Landscape Corrections sheet) does not appear to meet the 24" minimum depth specified in Section 02920, Part 3 Compacted Planting Areas. The planter must be excavated and backfilled with approved planting soil. 2. Some of the planter soil contains unacceptable amounts of large rocks and debris. Remove all rocks larger than 2 inches which are visible on the soil surface. See Specification Section 02920, Part 3 Soil Preparation. B. Drainage 1. The drain inlet north of the building entry is set too high for adequate landscape drainage and must be lowered. 2. The flow line of the vegetated swale does not slope consistently toward the drain inlet. The swale must be re-graded to provide positive drainage. II. IRRIGATION A. Point of Connection 1. The filter and pressure regulator must be installed per Detail A, Sheet L1. 2. Install the specified fertilizer injector per Detail B, Sheet L1. B. Controller 1. Install 110v wiring in conduit with a duplex box (with a switch) in accord with Detail C, Sheet L1. 2. Connect the remote control valves to the controller in the sequence shown on the Irrigation Plan. 3. The rain switch must be installed as indicated on the Plan. C. The quick coupling valves must have gravel placed in the bottom of the boxes per Detail A, Sheet L3. Page 1 of 5
2 D. Remote Control Valves 1. Install ball valve cut-offs upstream of the valves in accord with Detail B, Sheet L3. This allows the remote control valve to be serviced without shutting down and draining the mainline. 2. Pressure regulators must be installed on all the drip valves as indicated in the Irrigation Legend, Sheet L1. 3. No gravel was placed in the bottom of the valve boxes. Install gravel under the valves to a depth of 3 inches in accordance with Detail B, Sheet L3. 4. The foundation bricks under the valve box were omitted. The bricks prevent settling of the valve box over time and must be installed. 5. Valve station tags must be installed. See Specification Section 02810, Parts 2 and 3 Valves. 6. Install a 6' length of hose on the flush ends of all filters per Detail C, Sheet L3. E. Rotor Heads 1. Adjust the arcs and throws of rotors to prevent over-spray onto pavement and structures. 2. Check valves are required in several areas to prevent low head drainage. See Specification Section 02810, Part 3 Sprinkler Heads. F. Spray Heads 1. Variable Arc Nozzles (VAN s) were installed on many of the sprinklers where fixed arc nozzles would have been appropriate. VAN s use about 50% more water than fixed arc nozzles and the spray pattern is less consistent. Replace all VAN s where fixed nozzles would conform to the necessary arc. 2. Pressure regulating heads were not installed as indicated on the Irrigation Legend. With the high pressures found on-site, this results in nozzle fogging which can severely reduce irrigation efficiency, particularly during windy conditions. The specified heads must be installed. 3. Pop-up sprinkler heights were not consistent with the Plan. All 6 inch pop-ups must be replaced where 12 inch pop-ups are specified. 4. Several spray heads shown on the Plan were missing and must be added. See the attached Landscape Corrections sheet. 5. Adjust spray heads to proper height above finish grade per Detail I, Sheet L3. 6. Several nozzles need to be turned down to minimize over-spray onto pavement and structures. G. Subsurface Drip Irrigation 1. Drip Tubing a. The installed drip tubing was not the specified Toro DL 2000 tube. The Toro tubing is treated with an herbicide that has been found to prevent root intrusion into the underground emitters. The installed Page 2 of 5
3 product does not have this protection and has been shown to be vulnerable to blockage due to root intrusion and is therefore not acceptable. All the drip tubing on the site must be as specified. b. The spacing of tubing exceeded the 21" minimum shown on the Plan. Re-space tubing as required to meet the minimum spacing. c. The distance between the tubing and edge of the planter exceeds the 4-6 inches indicated in Specification Section 02810, Part 3 Drip Irrigation. The heat absorbed by adjacent pavement dries the soil faster than interior portions of the planter. Relocate tubing to the specified location. d. The manifold connecting the supply lateral and the drip tubing was not installed with a flexible p.v.c. riser in accord with the Drip Riser Detail. No rigid pipe can occur within 12 inches of finish grade in drip irrigated areas. 2. Air Relief Valves (see Detail G, Sheet L3) a. Install in all the drip planters per Plan. These valves allow air into the drip tubing as water drains through the emitters while the system shuts down. Without the air relief valve, air is sucked through the higher emitters, potentially drawing debris into the tubing. b. Air relief valves must have gravel placed in the bottom of the boxes. 3. Flush Valves (see Detail H, Sheet L3) a. A 3' depth, geotextile lined sump is required for all flush valves. b. Attach a 2' length of p.v.c. flex hose to the flush end and coil in the valve box. The hose allows for manual flushing without flooding the box. c. Valve boxes for flush valves must be 12 inches in diameter (this allows the flush hose to be coiled without kinking). III. PLANTING A. Soil Preparation: Soil additives were scattered over the soil surface and were not adequately tilled in. All additives must be tilled into the soil to a depth of 6 inches per Specification Section 02920, Part 3. B. Finish Grading 1. A 2% minimum slope must be maintained away from structures (see Specification Section 02920, Part 3 Finish Grading ). 2. The finish grade must be adjusted to 1 inch below adjacent pavement. C. Weed kill operations do not appear to have occurred before planting. Specification Section 02920, Part 3 Weed Kill calls for a 14 day, irrigated weed germination period followed by application of a non-selective herbicide. This procedure can drastically reduce future weed related maintenance and must be implemented. Page 3 of 5
4 D. Trees (see Detail A, Sheet L2) 1. Trees in turf areas must have a 3 foot diameter circle cleared and mulched around the trunks. 2. The trunk and branch structure of the Zelkova tree northwest of the building is unsatisfactory and the tree must be replaced. Tree branching must be in accord with Specification Section 02950, Part 2 Plant Materials. 3. The roots on 2 of the London Plane Trees are badly kinked near the root crown and indicate a potential for future problems. These trees must be replaced (see the attached Landscape Corrections sheet). Tree root balls must conform with the criteria of Specification Section 02950, Part 2 Plant Materials. 4. Staking a. Nursery stakes were left on the trees. These stakes can actually weaken the trunk over time and scar bark. All nursery stakes must be removed. Trees with small calipers which will not stand erect without nursery stakes may have additional pairs of tree ties added lower on the trunk. Trees with too much height or too little caliper to be supported by the specified staking system should be replaced. b. The tree stakes were loose and do not provide support. The stakes should be a minimum of 10 feet in length when installed and be driven into the undisturbed native soil to a minimum depth of 6 inches. c. Tree stakes protruded well beyond the highest ties. Stake tops should be cut off 2 inches above the highest tree tie. E. Shrubs and Groundcover 1. The health of some of the shrubs did not appear to be satisfactory. All shrubs which are dead or in a state of decline must be replaced promptly. See Specification Section 02970, Part 3 Trees, Shrubs and Groundcover and the attached Landscape Corrections sheet. 2. Some discrepancies between shrub quantities on the Plan and in the field were noted. These discrepancies are noted on the Landscape Corrections sheet attached. Verify my field counts prior to ordering plants. Install the specified plants in the quantity delineated on the Planting Plan. F. Top dressing depths were often found to be less than the 2 inch minimum specified in Section 02950, Part 3 Top Dressing. Top dressing should be added as necessary to meet the minimum depth. G. Erosion Control 1. Jute netting was substituted for the specified North American Green blanket. The installed netting is intended for short term use on construction sites and therefore is not equal to the two year life-span of the specified blanket (which contains slow degrading coconut fibers). The specified blanket must be installed throughout the site. Page 4 of 5
5 2. Erosion control blankets must be installed on all areas planted with Carex (bio-swales) and all slopes steeper than 4:1 as specified in Note 5, Sheet L2 and in Section 02950, Parts 2 and 3 Erosion Control Blanket. H. Weeding 1. Weeds were noted in moderate quantities in some shrub areas. All weeds must be removed. 2. Many turf areas contained unacceptable densities of weeds. Spray turf with a selective herbicide or hand pull weeds in accord with Specification Section 02970, Part 3 Turf. I. Significant amounts of litter were present in the planters. Section 02970, Part 3 Trash Removal requires the removal of litter from planters every 7 days until Final Acceptance. The landscape work is substantially complete, in my opinion. I recommend that the 60 day maintenance period be authorized to commence as of the day of the walk-through providing that the items above are completed within 10 working days. At the close of the maintenance period, the Landscape Contractor must deliver the items noted in Specification Section 02810, Part 1 "Submittals and the plant guarantee form found at the end of Specification Section 02970, to the Owner s Representative. Please call me if you have any questions or concerns. Best regards, Garth Ruffner Landscape Architect #2808 Page 5 of 5
6
PRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM BIORETENTION FACILITIES, VEGETATED SWALES & HIGHER RATE BIOFILTERS
BIORETENTION FACILITIES, VEGETATED SWALES & HIGHER RATE BIOFILTERS Check here for Address or phone number change the fiscal year (July 1 June 30), and date(s) maintenance was performed. Under Inspection,
SECTION 31 20 00 EARTH MOVING
SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to
Do It Yourself Sprinkler System Checkup Guide
Did You Know. Watering lawns and landscape plants can account for up to 50% of an average homeowner s total water use. Watering a typical 5,000 square-foot yard with an in-ground sprinkler system could
Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
SECTION 02100 SITE PREPARATION
SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General Conditions and Supplementary Conditions and Division 1 through Division
Fiberstars Mini Lighted Laminar Flow Fountains
Fiberstars Mini Lighted Laminar Flow Fountains SAVE THESE DIRECTIONS! These directions are provided to ensure the proper installation and operation of Fiberstars Mini Lighted Laminar Flow Fountain. The
Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile
Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality
B. Improve the appearance and character of areas surrounding new development.
Chapter 4.3: Landscape Regulations Sections: 4.301 Purposes 4.302 Applicability 4.303 General Provisions 4.304 Landscape Maintenance 4.301 Purposes The purposes of these regulations are to: A. Promote
SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks
piles of debris that accumulate after a rain such as leaves, trash, twigs, etc., water stains on fences and buildings, or salts extruded on bricks,
Extension Education Center 423 Griffing Avenue, Suite 100 Riverhead, New York 11901-3071 t. 631.727.7850 f. 631.727.7130 ASSESSING DRAINAGE PROBLEMS How can you tell the difference between a drainage problem
Beacon Hill Sewer District Standard Specifications
Beacon Hill Sewer District Standard Specifications Residential Gravity Side Sewer Including Design Criteria and Standard Construction Drawings Residential Gravity Side Sewer Design Criteria 1. Provisions
Demo Existing Curb Demo Existing Asphalt Roadway Demo Asphalt Saw Cutting Protection Fence - 4 Snow Fence with T posts
SECTION 00300 BID FORM S For additions and deletions to the Contract, the following unit prices shall be applicable for the specific items listed. Unit Prices shall be complete, in place including required
Fiberstars Lighted Laminar Flow Fountain Installation Manual
Fiberstars Lighted Laminar Flow Fountain Installation Manual 79-15037-00 REV Xx http://www.fiberstars.com Page 1 of 8 SAVE THESE DIRECTIONS! These directions are provided to ensure the proper installation
City of Los Angeles. Mayor Antonio R. Villaraigosa GUIDELINE
City of Los Angeles Mayor Antonio R. Villaraigosa R E S I D E N T I A L P A R K W A Y L A N D S C A P I N G GUIDELINE RESIDENTIAL PARKWAY LANDSCAPING GUIDELINE This document is intended to provide constituents
Drip Irrigation for the Yard and Garden
Drip Irrigation for the Yard and Garden R. Troy Peters, Ph.D. WSU Extension Irrigation Engineer Drip irrigation has many advantages over sprinklers. The application efficiency of sprinklers is typically
River Friendly Landscape Program Frequently Asked Questions (FAQs) February 2016
1. What plants can I use in my water-efficient landscape? The River Friendly Landscape Rebate Program does not require particular plants, only that when fully mature, the plants cover at least fifty percent
SAMPLE CONTRACT LANGUAGE FOR SOUTHWEST LANDSCAPES
SAMPLE CONTRACT LANGUAGE FOR SOUTHWEST LANDSCAPES GENERAL Proper landscape maintenance sustains the quality and health of a landscaped area and preserves the intended design concept. Landscaping is intended
Protector del Agua. Residential Irrigation Systems
Protector del Agua Residential Irrigation Systems ACKNOWLEDGEMENTS Originally developed for of Southern California By Derek Stucki Updated material provided by WaterWise Consulting TABLE OF CONTENTS The
DESIGNING YOUR LANDSCAPE
DESIGNING YOUR LANDSCAPE SITE AND NEEDS ASSESSMENT Examine all existing features of your site that could affect your landscape design and then identify the functions you want your landscape to serve. Site
MERCER ISLAND FIRE DEPARTMENT FIRE COMMERCIAL SPRINKLER STANDARDS
MERCER ISLAND FIRE DEPARTMENT FIRE COMMERCIAL SPRINKLER STANDARDS COMMERCIAL FIRE SPRINKLER SYSTEMS Page 1-5 SCOPE: Fire sprinkler systems in the City of Mercer Island shall meet the criteria as set forth
SECTION 02221 SELECTIVE DEMOLITION
SECTION 02221 PART 1 -GENERAL 1.01 DESCRIPTION This section includes all material, labor, machinery and supervision required to demolish and remove the following items where applicable and as noted on
SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.
SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings
Indiana State Department of Health Construction Guidelines for Gravity and Flood-Dose Trench Onsite Systems
Indiana State Department of Health Construction Guidelines for Gravity and Flood-Dose Trench Onsite Systems The septic tank-absorption field sewage treatment system is composed of two major elements; the
Storm Drain Inlet Protection
Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Category
RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.
RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.htm#storm Definition: A permanent, erosion-resistant ground cover
Minimizes sediment and debris from entering storm drains that lead to waterways and watercourses.
4.5-p DRAIN INLET PROTECTION Alternative Names: DI protection, Drop Inlet Protection DESCRIPTION Storm drain inlet (DI) protection slows and ponds stormwater, and filters sediment and debris before it
It was my assignment to physically inspect the 8 trees on site near the proposed construction,
July 11, 2013 Tariton Properties 2555 Park Blvd Palo Alto, CA 94306 Re: Tree Survey To Whom It May Concern: Assignment It was my assignment to physically inspect the 8 trees on site near the proposed construction,
ETL listed for installations within 5 ft. (1.5M) of outer edge of water www.srsmith.com 79-15152-00 Rev E2 9.14 Page 1 of 10
Color Light Streams Large Laminar Installation Manual (CLSLL) Input Power: Total Power: 12V AC 5W 4008814 ETL listed for installations within 5 ft. (1.5M) of outer edge of water 79-15152-00 Rev E2 9.14
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary
Section 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
Underground Injection Control Storm Water Information
Underground Injection Control Storm Water Information Best Management Practices DEQ has reviewed the EPA definition of a subsurface fluid distribution system and the infiltration design best management
SECTION 13 REPLACEMENT AND CLEANUP 13.01 SCOPE OF WORK
13.01 SCOPE OF WORK Under this item, the Contractor will restore all lawns, trees, gardens, landscape plantings, sidewalks, ramps, trails, fences, commercial signs, water courses and sand, gravel, dirt,
Storm Drain Inlet Protection - IP
Storm Drain Inlet Protection - IP DEFINITION A temporary protective device formed around a storm drain drop inlet to trap sediment. PURPOSE To prevent sediment from entering storm drainage systems, prior
SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT
SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT The following are minimum requirements for installation of conventional trench sewage disposal systems in St. Mary s County,
3.4 DRAINAGE PLAN. 3.4.1 Characteristics of Existing Drainages. 3.4.2 Master Drainage System. Section 3: Development Plan BUTTERFIELD SPECIFIC PLAN
3.4 DRAINAGE PLAN This section describes the existing onsite drainage characteristics and improvements proposed within this Specific Plan. Following this description, drainage plan development standards
CONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Vintage TM unit segmental retaining wall (SRW)
Water Conservation: responsibility. The principal goals of Earth-Kind include:
Water Conservation: An adequate supply of high quality water has become a critical issue for the future prosperity of Texas. Booming populations have increased the demand on the state s already limited
Storm Drain Inlet Protection
Objectives EC Erosion Control SE Sediment Control TR Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Objective
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS Phase I MS4 permits require continuous updating of the stormwater system inventory owned and operated by the MS4. They also include inspection
Team Skills Challenge Event # 1 Plant Layout Score Sheet
Team Skills Challenge Event # 1 Plant Layout Score Sheet State Name: Team Members: 1. 2. 3. 4. Placement of Plant Material 25 Deduct 5 points/plant not placed within 6 inches +/- of correct placement to
Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
City of Shelbyville Site Inspection Checklist
City of Shelbyville Site Inspection Checklist General Information Project Name: KYR10 Permit Number: Date: Project Location: Contractor: Conractor Representative: Inspector's Name: Title: Signature : Weather
GREEN ROOFS. Location. Design SMALL COMMERCIAL GUIDE CITY OF ATLANTA, GEORGIA DEPARTMENT OF WATERSHED MANAGEMENT
SMALL COMMERCIAL GUIDE CITY OF ATLANTA, GEORGIA DEPARTMENT OF WATERSHED MANAGEMENT GREEN ROOFS A green roof is a system consisting of waterproofing material, growing medium, and vegetation, and is used
Operations and Maintenance
Seattle Public Utilities Green Stormwater Infrastructure: O&M Program Operations and Maintenance O&M Maintenance Took Kit 1. Landscape Maintenance Manual 2. GSI/LID Maintenance Manual for ROW 3. Identifiable
GROUNDS MAINTENANCE-WATER USE DFC Environmental Management System
1.0 Purpose To reduce the amount of water applied to the DFC Grounds in order to conserve water. 2.0 Activity/Department The On-site Landscape Contractor GSA Team 6 3.0 Forms Used Contractor s Daily Quality
A. In this chapter, the following terms have the meanings indicated.
08.07.02.01 Title 08 DEPARTMENT OF NATURAL RESOURCES Subtitle 07 FORESTS AND PARKS Chapter 02 Roadside Tree Care Authority: Natural Resources Article, 5-209 and 5-406, Annotated Code of Maryland.01 Purpose.
Seattle Public Utilities. Natural Drainage Systems (NDS) Maintenance Manual
Seattle Public Utilities Natural Drainage Systems (NDS) Maintenance Manual 1 Revision Date: December 2007 2 Table of Contents I. Overview... 4 II. How to Use This Manual... 4 III. NDS Contacts... 4 List
Irrigation System Maintenance
November 2004 HG/Irrigation/2004/01 Irrigation System Maintenance Kelly Kopp, Extension Water Conservation and Turfgrass Specialist, and Jennie Hoover, Water Conservation Specialist, Center for Water Efficient
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION Design Criteria Drainage Area The drainage area for storm drain inlets shall not exceed one acre. The crest elevations of these practices shall
WET/DAMP BASEMENTS ANSWER: BASEMENT WALLS AND FLOORS CAN BECOME WET BY A LEAK, CAPILLARY SUCTION OR CONDENSATION.
WET/DAMP BASEMENTS PROBLEM. IS THIS BASEMENT LEAKING OR COULD WE HAVE ANOTHER PROBLEM? Water line arching up on wall in corners of basement. Water collecting on concrete floor starting in corners. ANSWER:
Guidelines for Control of Water Runoff on Small Lots. Revised 6/09
Guidelines for Control of Water Runoff on Small Lots Revised 6/09 Table of Contents Introduction and Purpose 3 Administrative Procedures 3 Plan Submittal Requirements 3 General Design Criteria 4 Dry Wells
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
RESIDENTIAL WATER SURVEY
RESIDENTIAL WATER SURVEY Thomas Guide 2009 Page Number: Meter #/Location: Appointment Date Time Acct Number Customer Name Last First Address City Zip Code Daytime Phone Evening Phone Age of Home Years
CHAPTER 5. Storm Sewer
CHAPTER 5 Storm Sewer A. Introduction All proposed developments shall have a properly designed and constructed storm water conveyance system. This chapter deals only with the conveyance system. Storm water
LS 2540 SEWER LATERALS AND INSPECTION TEES
LS 2540 SEWER LATERALS AND INSPECTION TEES A. Summary B. Submittals C. Site Information D. Sewer Pipe and Fittings E. Lateral Locations F. Lateral Installation G. Inspection Tee Installation H. Removal
GREEN INFRASTRUCTURE DESIGNS BIOSWALE/HYBRID DITCH
GREEN INFRASTRUCTURE DESIGNS BIOSWALE/HYBRID DITCH JULY 2015 BIOSWALE/HYBRID DITCH SCALABLE TOOL AND DESIGN TEMPLATE This tool and associated design files are one section of a larger toolkit: Green Infrastructure
Property Care White Papers. Site Drainage: Monitor and Maintain
Monitor and Maintain Site Drainage Good site drainage is an important part of keeping water issues from affecting the building. The upkeep of existing systems should be an important part of any maintenance
EXHIBIT "A. Technical Specifications for Water and Sewer Service Lines
EXHIBIT "A Technical Specifications for Water and Sewer Service Lines Water and Sewer Line Bedding and Backfill: Drawings show cross-section of trench, pipe laid on top of 6" min. bedding material, bedding
Outlet stabilization structure
Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural
SE-10 STORM DRAIN INLET PROTECTION. Objectives
STORM DRAIN INLET PROTECTION SE-10 Objectives Erosion Control - EC Sediment Control - SE Tracking Control - TC Wind Erosion Control - WE Non-Storm Water Management - NS Waste and Materials Management -
GENERAL WATERING & CARE GUIDE
GENERAL WATERING & CARE GUIDE Between 30-60 percent of water applied to lawns and gardens is never absorbed by the plants. Water is often wasted because it is applied too quickly and runs off, evaporates
DESCRIPTION OF WORK:
DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works
STREET TREE PLANTING APPLICATION
STREET TREE PLANTING APPLICATION Property owners are welcome to plant trees on the terrace in front of their homes in Kendallville. There is no permit required. However, you do need to advise the City
Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
3. Contractor shall ensure that all permits are obtained prior to any construction. Contractor shall be responsible for all utility fees.
The following shall serve as the minimum requirements for contractors performing work in relation to the Authority s potable water and sanitary sewer system(s), appurtenances and service connections. General:
Operation & Maintenance Document Templates
Appendix G Operation & Maintenance Document Templates The following templates are provided to assist project applicants in preparing stormwater treatment measure maintenance plans, which municipalities
SC-07 STORM DRAIN INLET PROTECTION
Greenville County Technical Specification for: SC-07 STORM DRAIN INLET PROTECTION 1.0 Storm Drain Inlet Protection 1.1 Description Provide Storm Drain Inlet Protection at all existing and newly installed
IAC 7/2/08 Utilities[199] Ch 9, p.1 CHAPTER 9 RESTORATION OF AGRICULTURAL LANDS DURING AND AFTER PIPELINE CONSTRUCTION
IAC 7/2/08 Utilities[199] Ch 9, p.1 CHAPTER 9 RESTORATION OF AGRICULTURAL LANDS DURING AND AFTER PIPELINE CONSTRUCTION 199 9.1(479,479B) General information. 9.1(1) Authority. The standards contained herein
SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
How to Build a Rain Garden at Your Home
How to Build a Rain Garden at Your Home Virginia gets an average of 45.22 inches of rain a year. Rain that runs off your roof or patio can flow into a sewer pipe, stream or groundwater. Why not put it
Lawn Sprinkler Systems Reserve Irrigation Inc. O & M. Version 2009 1382 Roseland Drive Macedonia, Ohio 44056 800.435.4979 www.rilawnsprinklers.
Lawn Sprinkler Systems Reserve Irrigation Inc. O & M Version 2009 1382 Roseland Drive Macedonia, Ohio 44056 800.435.4979 Table of Contents Spring Maintenance of Irrigation system Page 1-9 Summer Maintenance
CONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8 with PCS unit segmental retaining wall
DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES. Run-off Analysis Methods
DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES Run-off Analysis Methods This document sets forth the minimum design, technical criteria and specifications for the
Electric Engineering Division FIBER CONDUIT RULES AND REGULATIONS
Electric Engineering Division FIBER CONDUIT RULES AND REGULATIONS TABLE OF CONTENTS I. RULES AND REGULATIONS A. TABLE OF CONTENTS... 2 B. TERMS AND DEFINITIONS... 3 C. DEVELOPER S/CONTRACTOR S RESPONSIBILITIES...
CONGRATULATIONS! HERE S YOUR H2OUTLINE SPRINKLER DESIGN
CONGRATULATIONS! HERE S YOUR H2OUTLINE SPRINKLER DESIGN Rain Bird professionals have designed your custom sprinkler system to the highest standards in the industry. Why? It s the best, most efficient way
Drip Irrigation Kit Installation Manual
Drip Irrigation Kit Installation Manual Gravity Feed Drip Irrigation Kit for Vegetable Garden Models: Starter Kit: (DK-GFVG) Starter Kit CONTENTS Description... 2 About Gravity Feed Drip Systems... 2 Gravity
TECHNICAL SPECIFICATION GUIDE
EzFLOW gravel FrEE FrENCH DrAiN SySTEM EZflow Gravel Free Drain by NDS are geosynthetic aggregate pipe systems for use in drainage applications. With aggregate manufactured from recycled polystyrene, EZflow
CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT
Volkert Field Office 80 M Street SE, Suite 725 Washington, DC 20003 RIVERSMART WASHINGTON - CONSTRUCTION RIVERSMART MACFARLAND, RIVERSMART LAFAYETTE AND GREEN ALLEYS CHEVY CHASE D.C. Contract No.: DCKA-2013-C-0160
Chapter 3 SENSITIVE AREAS AND VEGETATED CORRIDORS
Chapter 3 3.01 General Provisions 3.01.1 Introduction 3.01.2 Application and Interpretation of Chapter 3.01.3 Unbuildable Lots 3.01.4 Other Permits 3.01.5 Prohibited Activities 3.02 Service Provider Letter
Onsite Wastewater Concepts, Materials, Regulations & The Application Process Part I
Onsite Wastewater Concepts, Materials, Regulations & The Application Process Part I B Onsite Sewage System Materials Instructors: Bart Harriss, RS, Environmental Manager Florida Department of Health Division
CD i -STREETS- Detail #
-STREETS- Detail # 3000 Vertical Curb, Gutter and Sidewalk 3010 Low-Profile Curb, Gutter and Sidewalk 3020 Rolled Curb, Gutter and Sidewalk 3030 Separated Sidewalk, Curb & Gutter 3040 Sidewalk Staged Construction
Begin forwarded message:
From: To: Subject: Date: Attachments: Heather Scott Tully, Tania Fwd: Stalite Root Bridge Tuesday, November 17, 2015 8:58:01 AM Stalite_Root_Bridge_brochure[1].pdf Begin forwarded message: From: "Chuck
Glen Hills Area: Septic System and Public Sewer Q & A Information Sheet Page 1
Glen Hills Area: Septic System and Public Sewer Q & A Information Sheet Page 1 The Montgomery County Dept. of Environmental Protection, in cooperation with the Dept. of Permitting Services and the Washington
Tree Talk. Customer Care. www.lipower.org
Customer Care Tree Talk Did you know that trees can help improve your safety and electric reliability? This booklet will help you select the best trees for your home, and provide tips about their maintenance
Drainage Solutions in Modern Sports Field Applications presented by Hank Bell Sales Manager/Airfield Systems, LLC. Edmond, OK
Drainage Solutions in Modern Sports Field Applications presented by Hank Bell Sales Manager/Airfield Systems, LLC. Edmond, OK USTC&TBA Technical Meeting and Trade Show December 3-7, 2004 With the dramatic
Tree Pits Operation & Maintenance Guide
Tree Pits Operation & Maintenance Guide What are tree pits? Tree pits collect stormwater runoff from small carpark areas or roads. Runoff filters through the tree roots and surrounding soil mix, trapping
Landscape Maintenance
Photo Credit: Geoff Brosseau Description This category includes businesses that provide landscaping and landscape maintenance/gardening services. Pollutant Sources The following are sources of pollutants:
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
Planting and Tree Care for Roxborough Park. Keith Worley, Forester ISA Certified Arborist
Planting and Tree Care for Roxborough Park Keith Worley, Forester ISA Certified Arborist Where We Live: High elevation at the edge of Mountains and Plains. Harsh climates with: High winds. Drought periods
Section 402. STORM SEWERS
402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide
RainWise Frequently Asked Questions
RainWise Frequently Asked Questions RAINWISE PROGRAM: HOW TO GET STARTED AND WHAT TO EXPECT What is the RainWise Rebate Program? RainWise is a program offered by Seattle Public Utilities and King County
Architectural Processing and Inspections for Home Mortgage Insurance
Page 1 of 5 [Text Only] Architectural Processing and Inspections for Home Mortgage Insurance Directive Number: 4145.1 SITE GRADING AND DRAINAGE GUIDELINES Construction complaints and structural defect
CITY OF SELMA, TEXAS Inspection Checklist: Commercial
Rev Y71004 The Permits and Inspections Department welcomes you to the City of Selma. The following information is provided to you as guidance through the inspection process. The City of Selma provides
Town of Beaumont. Lot Grading Guidelines
Town of Beaumont Lot Grading Guidelines LOT GRADING APPROVAL PROCESS Lot Grading Guidelines... 3 Introduction... 3 Purpose... 3 Definitions... 3 Lot Grading... 3 Lot Grading Plan... 3 Lot Grading Certificate...
SECTION 810 SEWER LINE CLEANING
SECTION 810 SEWER LINE CLEANING I. GENERAL 1.1 DESCRIPTION OF WORK The work covered by this section consists of providing all labor, equipment, material and supplies and performing all operations required
Homeowner s Guide to Drainage
Homeowner s Guide to Drainage a scottsdale homeowner s guide to drainage produced by the city of scottsdale s stormwater management division Transportation Department TABLE OF CONTENTS Introduction 2 Drainage
SUSTAINABLE URBAN DRAINAGE SYSTEMS
overflow can lead into a permeable conveyance system to increase further the benefit and reduce the need for pipe systems. Pollutant removal rates have been shown to be high, with some pollutants being
Soaker Hoses for Trees & Foundations. Patty Sipe Heads Up Sprinkler Company www.headsupsprinkler.com
Soaker Hoses for Trees & Foundations Patty Sipe Heads Up Sprinkler Company www.headsupsprinkler.com U.S. Drought Monitor as of April 1, 2014 Lavon Lake Elevation as of April 7, 2014 2012 2013 2014 BY LAW:
Permeable Pavement Construction Guide
Permeable Pavement Construction Guide Permeable pavement at Olympic Park, Waitakere Final Construction result What are permeable pavements? Permeable pavements are hard surface paving systems that reduce
