The URL can be used to link to this page

Home My WebLink About3321 173rd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`G(46 78 U M8 " abcdeafgccefhijklmnomkpqrnstuqckvqnrwsuujtxyvz ad{|a|{gccefhijklmnomkpqrnstuqxyvz |}{}fhdghxbxcdcdijktmnomkpyy~omvÂ€kquxÂtjkqxyvz h{{c|begijklmnomkpyy~omvljkvqÂ‚jymÂtjkqxyvz # h}d{dh{gbxeexcdÂ€wytmumÂƒu~mmuqxyvz # " hba|{|bgbxeexcdÂƒÂ„ÂÂÂxyvz # " hba|{|egbxeexcd mumÂ‚Â†Â‡my~uxyvz # " hba|{|dgbxeexcdÂˆ~jskjÂ‰mÂ‡my~uxyvz COMPLETE STREETS CHECKLIST Community & Economic Development City of Arlington â€¢ 18204 59th Avenue NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 Van Leuven Randy@cascadesurveying.com Project Name: Email: Project Manager/Owner: Randy Devoir (PM) / Grandview North LLC (Owner) 360 435-5551 Phone No.: Description of Scope: The proposed development is to construct a three-story building with the main level being for commercial use. The second and third stories will have a total of 12 one bedroom apartments and 6 studio apartments. 32 parking spaces are provided onsite with a further 11 spaces provided along the frontage. The gravel area along the frontage will be improved under this project. Roadway Classification: Principal Minor Collector âœ” Non-Arterial Boulevard Alley Cross Connection Type: Downtown Urban Center Connector Neighborhood Yield Downtown Neighborhood Industrial Access Mixed Use Overlay Urban Village Main Neighborhood Corridor âœ” Smokey Point Corridor Urban Village Neighborhood Neighborhood Curbless Page 1 of 7 Revised 8/18 1. CHANNELIZATION Average Daily Trips: Should re-channelization Contact Public Works 360-403-3512 Not Available be considered in the project scope? Speed Limit: 25 No Current image or typical existing cross-section of street in project area (showing lane configuration): See Attached Drawing 2. PAVEMENT CONDITIONS Does the existing road maintain the minimum Overall Condition Index (OCI) as set âœ” Yes No forth in the Transportation Benefit District? Contact Public Works for current OCI and Standards 360-403-3512. Has the installation of traffic circles been considered? Yes âœ” No Is this project on the cityâ€™s Transportation Improvement Plan? Yes âœ” No Should pavement repair be considered through this project? Yes âœ” No If yes, please explain. No existing sidewalk along the frontage, sidewalk will be constructed along the frontage. 3. PEDESTRIAN INFRASTRUCTURE Is this area identified in the City of Arlington Pedestrian Improvement Plan? If so, Yes âœ” No have the recommendations been met? Explain how or why not. 173rd PL NE is not identified in the City of Arlington Pedestrian Improvement Plan. Pedestrian access will be improved through constructing sidewalk along the frontage. People walking or using a mobility device: Is the project fully served by sidewalks, âœ” Yes No accessible curb ramps, and safe crosswalks? If not, are new/repaired sidewalks, curb ramps, and crosswalks included in the project? Page 2 of 7 Revised 8/18 Explain how or why not. All sidewalk will meet ADA requirements Are existing sidewalk in good condition? âœ” Yes No Has an initial assessment of trees and sidewalk conditions been conducted with Yes âœ” No and engineer and arborist/landscape architect? Are there missing sidewalk in the project area? âœ” Yes No If yes, explain how this will be corrected? There is no sidewalk currently along the frontage, sidewalk along the frontage will be constructed. 2 Crossing Width (number of lanes) _______________ Controlled Stop Spacing ______________________________ Does the project propose mid-block crossings to reduce distance between Yes âœ” No crossings? Is there pedestrian refuge or flashing beacons in the project area? Yes âœ” No Explain pedestrian existing crossing convenience, visibility and safety; does the project target improvements to accessibility? No pedestrian crossing facilities are provided for 173rd Pl NE. Have the addition of curb bulb outs been considered to slow traffic and reduce Yes âœ” No crossing width? Describe how the building(s) have been oriented to address the adjacent roadway with visible connected sidewalks that encourage and enhance pedestrian circulation. Sidewalk will be constructed along the frontage and will connect to the existing sidewalk along 173rd Pl NE. Describe pedestrian facilities added such as benches, trash receptacles, visual interest, shade and plantings. Planters will be located at the driveway entrance to the site. Page 3 of 7 Revised 8/18 4. BICYCLE INFRASTRUCTURE Is this area identified in the City of Arlington Bicycle Improvement Plan? Yes âœ” No If so, have the recommendations been met? Explain how or why not. 173rd Pl NE is not identified in City of Arlington Bicycle Is the project site fully served by bicycle facilities? If not, are new bicycle facilities âœ” Yes No included in the project? Explain how or why not. An outdoor bike rack will provide facilities to cyclists. Does this project meet the needs of a variety of bicycle users? âœ” Yes No (Family vs. Commuter) How? Bike rack should accommodate all types of users. Describe how the building(s) serve and invite bicycle traffic, e.g. covered bike racks, visual interest, smooth transitions, bicycle focused travel ways. Outdoor bike rack will be provided for cyclists. 5. TRANSIT INFRASTRUCTURE Transit Classification: âœ” Major Transit Route Minor Transit Route Is the project identified on the City of Arlington Transit Expansion Plan? Yes âœ” No Are there bus stops on the project area? Yes âœ” No Are all bus stops in the project area within close proximity to a controlled âœ” Yes No crossing? Average distance between bus stops in/adjacent to project area? If bus stops are less than 0.2 miles (1056 ft.) apart, can stops be consolidated? Explain: Nearest bus stop is smokey point transit center located 0.2 miles from the project site. Page 4 of 7 Revised 8/18 Does the stop provide cover and seating? âœ” Yes No How or why not. Cover and seating is provided Does the project add visual interest, shading, lighting, plantings, or traffic buffers? âœ” Yes No Explain how the project improves transit usersâ€™ comfort and convenience. Landscaping will add visual interest. Is the transit stop ADA accessible? If not, how does the project propose to provide âœ” Yes No accessibility? How or why not. The route to the Smokey point transit center is ADA accessible. It is located on the same side of the road as the project and the sidewalk is in good condition. 6. FREIGHT INFRASTRUCTURE Is the project on an identified City of Arlington Freight Route? Yes âœ” No Does the project area meet the curb radius and clearance standards? âœ” Yes No Are there spot improvements needed for the project area? (pavement depth) Yes âœ” No 7. STREET TREES AND LANDSCAPING Describe any existing street trees and landscaping assets within the project limits that warrant project investment to sustain (e.g. preservation of street trees): There are no street trees located along the project's frontage. Is there an opportunity to plant trees or expand landscape? âœ” Yes No Page 5 of 7 Revised 8/18 Will there be long-term street tree and landscaping maintenance required for this âœ” Yes No project? How will the maintenance of plants be addressed? On-site landscaping will be privately contracted. Are street median planting proposed in the project area? Yes âœ” No Does the project include any environmental elements? E.g.: street trees, reduced âœ” Yes No pavement, bio-infiltration, vegetated bump outs, native/drought tolerant vegetation, or other environmental improvements to be implemented with the project? Explain how or why not. Stormwater runoff will be mitigated through on-site infiltration. Native Vegetation will be incorporated into the landscaping. 8. URBAN DESIGN AND PLANNING If an adopted subarea or action plan applies to this project, has its Yes âœ” No recommendations relevant to improved streets/ROW been met? Explain how or why not. N/A Has connectivity been improved for all modes of travel? âœ” Yes No Explain specifically for each mode of travel. ADA parking provided. Bicycle space provided. Sidewalk improvements. Improved parking spaces. Is there an opportunity to implement artistic elements (e.g. sidewalk inlays, âœ” Yes No creative street furniture, or bollards or planters, creative bicycle racks etc.) in the project area? Explain how. Yes planters and landscape area will be located within the project area. Page 6 of 7 Revised 8/18 Describe Public Art or Art Opportunities: Yes âœ” No Arlington Art Council may be a resource 360-435-3778 or arlingtonartscouncil.net CITY USE ONLY Approval Determination This project meets or exceeds the City of Arlington Complete Streets Standards. This project will meet the City of Arlington Complete Street Standards with the following changes. This project does not meet the City of Arlington Complete Street Standards. Please revisit the following sections and resubmit. Variance Determination This project does not meet the City of Arlington Complete Street Standards. Project proponent has applied for a variance through the variance process and variance has been approved. The variance has been denied, please revisit the following sections and resubmit. Page 7 of 7 Revised 8/18 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department City of Arlington 18204 59th Avenue NE Arlington WA 98223 (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows: Type I permits complete all sections. Type II permits complete as follows: - Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST $ 45,703.13 $ 85,899.00 $ 131,602.13 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ - GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ - An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows: Road and Alley (Public) Stormwater Drainage and Grading (Public) Utilities (Public) Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 45,703.13 PERFORMANCE DEVICE 150% Amount Due $ 68,554.69 Base Calculation of Maintenance Device $ 43,186.88 MAINTENANCE DEVICE 20% Amount Due $ 8,637.38 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 6 $ 213.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF $ - BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH 1 $ 1,800.00 BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH $ - BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR $ - Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 2,013.00 MOBILIZATION 10%: $ 201.30 CONTINGENCY 15%: $ 301.95 TOTAL: $ 2,516.25 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH $ - $ - CB Type IL $ 1,850.00 EACH 2 $ 3,700.00 3 $ 5,550.00 CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH 2 $ 500.00 5 $ 1,250.00 Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - 375 $ 1,875.00 Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH 2 $ 3,000.00 3 $ 4,500.00 Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS 6" Perf. Pipe C-900 $ 18.00 LF 96 $ 1,728.00 223 $ 4,014.00 6" C-900 pipe $ 17.00 LF 52 $ 884.00 $ - $ - $ - $ - SUBTOTAL: $ 9,812.00 $ 17,189.00 MOBILIZATION 10%: $ 981.20 CONTINGENCY 15%: $ 1,471.80 TOTAL: $ 12,265.00 $ 17,189.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - $ - Backfill & Compaction- trench $ 11.00 CY $ - $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - $ - Bollards - fixed $ 325.00 EACH 2 $ 650.00 $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - $ - Excavation - Trench $ 5.00 CY 25 $ 125.00 75 $ 375.00 Fencing, cedar, 6' high $ 25.00 LF $ - $ - Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, 2 $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill & compact - common barrow $ 27.00 CY $ - $ - Fill & compact - gravel base $ 30.00 CY $ - $ - Fill & compact - screened topsoil $ 45.00 CY $ - $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - $ - Grading, fine, by hand $ 2.00 SY $ - $ - Grading, fine, with grader $ 1.25 SY $ - $ - Guard Post $ 90.00 EACH $ - $ - Monuments $ 104.00 EACH $ - $ - Sensitive Areas Sign $ 20.00 EACH $ - $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - $ - Topsoil Type A (imported) $ 30.00 CY $ - $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - $ - Trail, 4" chipped wood $ 9.00 SY $ - $ - Trail, 4" crushed cinder $ 10.00 SY $ - $ - Trail, 4" top course $ 9.50 SY $ - $ - Wall, retaining, concrete $ 66.00 SF $ - $ - Wall, rockery $ 13.00 SF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 775.00 Subtotal $ 375.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - $ - AC Grinding, 4' wide machine 1000-2000 $ 8.50 SY $ - $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - $ - AC Removal/Disposal/Repair $ 60.00 SY $ - $ - Barricade, Type I $ 36.00 LF $ - $ - Barricade Type II $ 25.00 LF $ - $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - $ - Conduit, 2" $ 5.00 LF $ - $ - Curb & Gutter, rolled $ 20.00 LF $ - $ - Curb & Gutter, vertical $ 15.00 LF 10 $ 150.00 $ - Curb and Gutter, demolition and disposa $ 20.00 LF $ - $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - $ - Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF 200 $ 700.00 $ - Sawcut, concrete, per 1" depth $ 3.00 LF $ - $ - Sealant, asphalt $ 2.00 LF $ - $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - $ - Sidewalk, 4" thick $ 40.00 SY 64 $ 2,560.00 122 $ 4,880.00 Sidewalk, 4" thick, demolition and dispos $ 36.00 SY $ - $ - Sidewalk, 6" thick $ 45.00 SY $ - $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH 1 $ 100.00 1 $ 100.00 Striping, per stall $ 7.50 EACH 11 $ 82.50 32 $ 240.00 Street Light System $ - LS $ - $ - Traffic Signal $ - LS $ - $ - Traffic Signal Modification $ - LS $ - $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - $ - Striping, 4" reflectorized line $ 0.40 LF $ - $ - AC Patching/Trenching Restoration $ 100.00 TON $ - $ - Controlled Density Fill (CDF) $ 90.00 CY $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 3,592.50 Subtotal $ 5,220.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY $ - $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - $ - Asphalt Road 3", First 2500 SY $ 15.00 SY $ - $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - $ - Gravel Base Course 2" $ 7.50 SY $ - $ - Gravel Base Course 4" $ 15.00 SY $ - $ - Gravel Base Course 6" $ 22.50 SY 515 $ 11,587.50 1169 $ 26,302.50 Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - $ - Concrete Road, 5", no base, over 2500 S$ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS Asphalt Road 2.5" $ 12.50 SY 220 $ 2,750.00 551 $ 6,887.50 Asphalt Road 4" $ 18.50 SY 295 $ 5,457.50 618 $ 11,433.00 $ - $ - $ - Subtotal $ 19,795.00 Subtotal $ 44,623.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Blowoff $ 1,800.00 EACH $ - $ - Connection to Existing Water Main $ 2,000.00 EACH $ - $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - $ - Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - $ - Gate Valve, 6 inch Dia $ 250.00 EACH $ - $ - Gate Valve, 8 Inch Dia $ 380.00 EACH $ - $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - $ - Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - $ - Pressure Reducing Valve Assembly, 10 In. Di $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. Di $ 5,000.00 EACH $ - $ - Valve Marker Post $ 350.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Connection to Existing Sewer Main $ - EACH $ - $ - Clean Outs $ 500.00 EACH $ - $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - $ - Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - $ - Lift Station (Entire System) $ - LS $ - $ - Manhole, 48 Inch Dia $ 3,000.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $ - for additional depth over 4 feet/per foo $ 625.00 FEET $ - $ - Outside Drop $ - LS $ - $ - Inside Drop $ - LS $ - $ - Pipe, C-900 $ 90.00 LF $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH 1 $ 500.00 Root Barrier $ 75.00 EACH 1 $ 75.00 Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS Tree $ 100.00 EACH $ - 6 $ 600.00 Shrub $ 50.00 EACH $ - 79 $ 3,950.00 Groundcover $ 0.10 SF $ - 2000 $ 200.00 Subtotal $ 575.00 $ 4,750.00 (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ 24,737.50 $ 54,968.00 MOBILIZATION 10%: $ 2,473.75 $ 5,496.80 CONTINGENCY 15%: $ 3,710.63 $ 8,245.20 GRANDTOTAL: $ 30,921.88 $ 68,710.00 Rev 7/2017 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Van Leuven Building Permit No.: PWD#2100 Review Date: 5/13/2020 Contact: Scott Wommack Phone No.: 360-435-5551 Review Phase: 1 Report Date: May 13, 2020 Reviewing Dept.: CED Applicant: Scott Wommack DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. BG C2.0 A thickened section of roadway is removed over the existing catch basin on the south west corner of the property. The roadway elevation is reduced, but the catch basin rim elevation is not adjusted to match. 2. BG C4.0 Will the gas line be used, or capped? No connection to the building is shown. 3. BG C6.0 The gas line is not shown in the frontage road profile. Confirm that the line will not be impacted by the roadway or SS excavation. Page 1 of 1 B415838 SUBMITTAL Date: 05/20/20 To Project Information Company: E & D Excavating Project: Van Leuven Building Contact: Dan Owner: Phone: Contractor: E & D Excavating Inc Fax: Engineer: Email: Submittal Information Contact Information Submittal Type: New Prepared By: Revision: Salesman: Subject: Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages B415838 SUBMITTAL Date: 05/20/20 To Project Information Company: E & D Excavating Project: Van Leuven Building Contact: Dan Owner: Phone: Contractor: E & D Excavating Inc Fax: Engineer: Email: Submittal Information Contact Information Submittal Type: New Prepared By: Revision: Salesman: Subject: Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages HD Fowler Company Submittal Sec. 10: Ln 10: Sec. 10: Ln 11 Vendor: 85870 TYTON JOINTâ€œ PIPE Tyton Joint is U.S. Pipeâ€™s trademarkfor pipe with a push-on type connection. Al*~Jâ€˜:1l/.A"i-"W.-'i-"A. E-_!.A.lllilif-i;lIiâ€˜E Simplicity. sturdiness and watertightness are built intothe system by design. Convincing proofof its worldwide acceptance is shown bythe factthat more ANSI.-â€˜AWWA C151i'A21.5. Ductile Iron than 95% ofthe pipe now sold by U.5. Pipe isTytonJoint. Pipe, CentrifugallyCastforWater. DuctileIronTytonJointPipe iscentrifugallycastin Tyton Joint Pipe is available in sizes 3" through 54".Sizes 3"through 42" are metal moldsinaccordancewithANSIJ available in nominal 18-foot laying lengths. 4" through SDâ€œ sizes, along with AWWAC15liA2i.5. sizes 43"through 64", are available in nominal 2lIi~foot laying lengths. Tyton Joint Pipe in sizes 4" through 36" are UL listed,and sizes 4" through Theasphalticoutsidecoatingisinaccordancewith lo" are FM Approved. Al"lSllAWWAE15'|l'A2'|.5l. When TytonJointPipe is used forbridgecrossings orother above-ground Asspeciï¬edinANSIIAWWAClSiM21.51, pipe installations. each length ofpipe must be supported in a mannerto restrict weightshavebeen calculated usingstandard barrel bothvertical and horizontal movement. weightsandweightsofhellsbeing produced. ATyton Gasket is the onlyaccessory required when installingTyton Joint ANSIIAWWA C104.-â€˜A.21.4,Cement- Pipe. It is a circular rubbergasketthat hasa modiï¬ed bulb shape in cross Mortar Lining for Ductile-Iron Pipe section. Gasketsare furnished in accordancewith ANSIIAWWA C11 if and FittingsforWater. A21.1. Composition and dimensions ofthe gasket have been carefuliy Thecement-mortarliningand insidecoatingarein engineered toensure a watertight and lasting seal.The standardTyton Gasket accordancewithAHSIIAWWAti[iiiA214. is manufactured of5BR â€”-styrene butadiene rubber. Gasketsofspecial Special liningsandiorcoatingscanhefurnishedfor speciï¬cconditions elastorners may be ordered forspecial applications.The gasket contourand bell socket contourensure thatthegasketwill remain seated during proper AHSIIAWWA C111r'A21.11, Rubber- assembly ofthe pipe. Whenjoint restraint is required forpushâ€”onjointpipe, GaslretJointsforDuctile-Iron Pressure two optionsareavailablefrom U.S. Pipe. Forjoint restraintof4"through 24", Pipeand Fittings. Field Lok 350 Gaskets may be used. Field Lok 350 Gaskets are ratedfor 350 psi TytonGasketsarefumishedin accordancewith in sizes4"through 24". In addition, for 4"through 36" sizes,TR Flex Pipe and AHSIIAWWA C1iliA2i.1l. Fittings maybe used, and for 30" through64" sizes, HP Lok Pipe and Fittings may be used.TP. Flex Pipe and Fittings are rated forworking pressures for350 AHSIJAWWA C1D5fA21.5, Polyethylene psi in 4" through 24" sizes, 2513 psi in sizes3D"through 36". ForHP Lok Pipe and Encasement for Ductile Fittings, theworking pressure is 350 psi for 30" through 64â€œ. For higher pressure Iron Pipe Systems. applications contact your U.S. Piperepresentative. Complete details on Field Ifspeciï¬ersandusersbelievethatcorrosivesoils willbeencounteredwhereourproductsaretohe Lok35DGaskets,TR Flerc Pipe and Fittings,and HP Lok Pipeand Fittings can be installed,pleaserefertoAlllSlr'AWâ€˜WAÂ£1051â€™All.5, found on our website. www.uspipe.com. forpropererrtemalprotection procedures. ASTM A746-D3 "Standard speciï¬cation forDuctile IronGravitySewer Pipe." ASTM A?1i5~Dï¬‚"Standard Speciï¬cation forDuctile Iron CulvertPipe." ASTM A536"Standard Specification forDuctile IronCastings.â€œ NOTE: U.S. Pipequalifies forFederal Procurementunder PublicLaw hlo.94-581], HDTE: Eachofthefollowing is a nationallyrecognized standardsorganization: Section6002,knownastheResource RecoveryActof19?-o, since, dueto American National Standards institute {ANSI},AmericanWaterworks modemtechnology,recycled ironand steel scrapare used toa largedegree in Association {AWWAL American SocietyforTestingand Materials |[ASTlv'l}, ourDuctile iron Pipe production. Underwriters Laboratories{UL}, National Fire ProtectionAssociation{l~lFPA], The piain end ofthepipe isfurnishedbeveled orwithaquartereliipse on the Ni"5iÂ°â€œPl 5â€˜=""l'PtlÂ°" FPâ€œ"dPFiP" ["551FPHPFYMUâ€œ-â€˜Pl (ml edgetoallowassembly. Morethannoyearsofsuccessfulerrperience have proved itssealingcapabilities. Hydrostatictests haveshown thatthe systemwill withstand pressuresfarin excessofrated pressures. U.5.Pipe AForrerroEorrrpony 2 HD Fowler Company Submittal Sec. 10: Ln 10: Sec. 10: Ln 11 Vendor: 85870 TYTON JOINTâ€œ PIPE â€” WEE Pewter 5'15 ""'5'""E55crass THICKNESS oursiocoiiuiicrcii B"â€œ"EL'â€EIG"Troot PEâ€œ WEIGHT PER LENGTH wcisiir PIER LENGTH I8-F001LAYING LENGTH 20-F0iI.'iT LAâ€˜iâ€™|iÂ»iiL~.Ll;i~ioTH 54 0.34 3.96 "1.-3 220 La-I-LI-I 55 0.32 3.96 "2.3 240 LU 56 0.40 3.96 "3.2 255 51 0.26 4.30 "1.3 225 235 J5-hr 52 0.29 '2.e 235 200 53 .422 1 4-4 _ 23 260 33.3 -Iii.-'-lb 54 0.35 4.3I 's.0 230 310 -I5 55 0.33 "-5.1 300 sso -lb 56 0.41 :P'.4-â€˜-â€˜.4â€™:ll-2'-'-Eil3'i_ii_ll_I'i_il'I_J 'z.s 320 355 50 0.25 6.9I "6.0 305 335 51 0.23 '2.3 335 320 52 0.31 P253â€˜â€˜-Q"-Q "9.6 320 410 53 0.34 6.0 21.4 400 445 54 0.32 6.91 23.2 435 430 U'i-C25-C2\C2'1C2â€™\C2"1 55 0.40 6.9Ii_i1_i-r_rr_i-r_i-=i_i 25.0 465 515 C21- 56 0.43 6.90 26.2 495 550 W. so 0.22 0.05 22.3 430 425 DD s1 i0;3L 0.05 i2!-iii 425 525 s2 _ 0.53 __ 0.05 22.2 520 525 ss oars 0.05 30.1 560 620 54 0.39 0.05 32.5 605 620 55 0.42 0.05 34.3 650 220 oooooooooo 56 0.45 9.05 32.2 690 265 5Â° are 1 30.1 520 52.â€˜? i 51 0.32 ' â€˜. 33 625 690 i 52 0.35 " ". 36.2 630 rso ï¬‚ 53 0.33 " ". 39.2 230 010 F 54 0.41 â€˜ ". 42 1 235 azo F 55 0.44 " ".1l.â€”|.-â€”l| 45.1 340 030 F 56 0.42 " ".T 43.0 390 000 DDDDDDD 11:!11:!11:!11:!1:!I3 Table continuedon nextpage P NOTE:Thicknesses and dimensionsof3"through 64"ductileiron â€˜Tolerance of0.0. ofspigotend: 3-12 in., 10.06 in.,: 14-24 in pipe conform to AN5ii'AW'iAlA Cl512A21.5l.Weights mayvaryfrom +0.05 in., -0.03in.; 30-43in.,+0.03 in.,-0.06 in.; 54-64 in , the standard becauseofdifferencesin bell weights. +0.04in.,-0.10in. â€œIncluding bell;calculated weightofpipe rounded offto nearest 5 lbs. U.5. Pipe AFoiterro-Cornpony Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 20: Ln 34 Vendor: 85870 TYTON JOINTâ€œ PIPE Tyton Joint is U.S. Pipeâ€™s trademarkfor pipe with a push-on type connection. Al*~Jâ€˜:1l/.A"i-"W.-'i-"A. E-_!.A.lllilif-i;lIiâ€˜E Simplicity. sturdiness and watertightness are built intothe system by design. Convincing proofof its worldwide acceptance is shown bythe factthat more ANSI.-â€˜AWWA C151i'A21.5. Ductile Iron than 95% ofthe pipe now sold by U.5. Pipe isTytonJoint. Pipe, CentrifugallyCastforWater. DuctileIronTytonJointPipe iscentrifugallycastin Tyton Joint Pipe is available in sizes 3" through 54".Sizes 3"through 42" are metal moldsinaccordancewithANSIJ available in nominal 18-foot laying lengths. 4" through SDâ€œ sizes, along with AWWAC15liA2i.5. sizes 43"through 64", are available in nominal 2lIi~foot laying lengths. Tyton Joint Pipe in sizes 4" through 36" are UL listed,and sizes 4" through Theasphalticoutsidecoatingisinaccordancewith lo" are FM Approved. Al"lSllAWWAE15'|l'A2'|.5l. When TytonJointPipe is used forbridgecrossings orother above-ground Asspeciï¬edinANSIIAWWAClSiM21.51, pipe installations. each length ofpipe must be supported in a mannerto restrict weightshavebeen calculated usingstandard barrel bothvertical and horizontal movement. weightsandweightsofhellsbeing produced. ATyton Gasket is the onlyaccessory required when installingTyton Joint ANSIIAWWA C104.-â€˜A.21.4,Cement- Pipe. It is a circular rubbergasketthat hasa modiï¬ed bulb shape in cross Mortar Lining for Ductile-Iron Pipe section. Gasketsare furnished in accordancewith ANSIIAWWA C11 if and FittingsforWater. A21.1. Composition and dimensions ofthe gasket have been carefuliy Thecement-mortarliningand insidecoatingarein engineered toensure a watertight and lasting seal.The standardTyton Gasket accordancewithAHSIIAWWAti[iiiA214. is manufactured of5BR â€”-styrene butadiene rubber. Gasketsofspecial Special liningsandiorcoatingscanhefurnishedfor speciï¬cconditions elastorners may be ordered forspecial applications.The gasket contourand bell socket contourensure thatthegasketwill remain seated during proper AHSIIAWWA C111r'A21.11, Rubber- assembly ofthe pipe. Whenjoint restraint is required forpushâ€”onjointpipe, GaslretJointsforDuctile-Iron Pressure two optionsareavailablefrom U.S. Pipe. Forjoint restraintof4"through 24", Pipeand Fittings. Field Lok 350 Gaskets may be used. Field Lok 350 Gaskets are ratedfor 350 psi TytonGasketsarefumishedin accordancewith in sizes4"through 24". In addition, for 4"through 36" sizes,TR Flex Pipe and AHSIIAWWA C1iliA2i.1l. Fittings maybe used, and for 30" through64" sizes, HP Lok Pipe and Fittings may be used.TP. Flex Pipe and Fittings are rated forworking pressures for350 AHSIJAWWA C1D5fA21.5, Polyethylene psi in 4" through 24" sizes, 2513 psi in sizes3D"through 36". ForHP Lok Pipe and Encasement for Ductile Fittings, theworking pressure is 350 psi for 30" through 64â€œ. For higher pressure Iron Pipe Systems. applications contact your U.S. Piperepresentative. Complete details on Field Ifspeciï¬ersandusersbelievethatcorrosivesoils willbeencounteredwhereourproductsaretohe Lok35DGaskets,TR Flerc Pipe and Fittings,and HP Lok Pipeand Fittings can be installed,pleaserefertoAlllSlr'AWâ€˜WAÂ£1051â€™All.5, found on our website. www.uspipe.com. forpropererrtemalprotection procedures. ASTM A746-D3 "Standard speciï¬cation forDuctile IronGravitySewer Pipe." ASTM A?1i5~Dï¬‚"Standard Speciï¬cation forDuctile Iron CulvertPipe." ASTM A536"Standard Specification forDuctile IronCastings.â€œ NOTE: U.S. Pipequalifies forFederal Procurementunder PublicLaw hlo.94-581], HDTE: Eachofthefollowing is a nationallyrecognized standardsorganization: Section6002,knownastheResource RecoveryActof19?-o, since, dueto American National Standards institute {ANSI},AmericanWaterworks modemtechnology,recycled ironand steel scrapare used toa largedegree in Association {AWWAL American SocietyforTestingand Materials |[ASTlv'l}, ourDuctile iron Pipe production. Underwriters Laboratories{UL}, National Fire ProtectionAssociation{l~lFPA], The piain end ofthepipe isfurnishedbeveled orwithaquartereliipse on the Ni"5iÂ°â€œPl 5â€˜=""l'PtlÂ°" FPâ€œ"dPFiP" ["551FPHPFYMUâ€œ-â€˜Pl (ml edgetoallowassembly. Morethannoyearsofsuccessfulerrperience have proved itssealingcapabilities. Hydrostatictests haveshown thatthe systemwill withstand pressuresfarin excessofrated pressures. U.5.Pipe AForrerroEorrrpony 2 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 46 Vendor: 85870 TYTON JOINTâ€œ PIPE Tyton Joint is U.S. Pipeâ€™s trademarkfor pipe with a push-on type connection. Al*~Jâ€˜:1l/.A"i-"W.-'i-"A. E-_!.A.lllilif-i;lIiâ€˜E Simplicity. sturdiness and watertightness are built intothe system by design. Convincing proofof its worldwide acceptance is shown bythe factthat more ANSI.-â€˜AWWA C151i'A21.5. Ductile Iron than 95% ofthe pipe now sold by U.5. Pipe isTytonJoint. Pipe, CentrifugallyCastforWater. DuctileIronTytonJointPipe iscentrifugallycastin Tyton Joint Pipe is available in sizes 3" through 54".Sizes 3"through 42" are metal moldsinaccordancewithANSIJ available in nominal 18-foot laying lengths. 4" through SDâ€œ sizes, along with AWWAC15liA2i.5. sizes 43"through 64", are available in nominal 2lIi~foot laying lengths. Tyton Joint Pipe in sizes 4" through 36" are UL listed,and sizes 4" through Theasphalticoutsidecoatingisinaccordancewith lo" are FM Approved. Al"lSllAWWAE15'|l'A2'|.5l. When TytonJointPipe is used forbridgecrossings orother above-ground Asspeciï¬edinANSIIAWWAClSiM21.51, pipe installations. each length ofpipe must be supported in a mannerto restrict weightshavebeen calculated usingstandard barrel bothvertical and horizontal movement. weightsandweightsofhellsbeing produced. ATyton Gasket is the onlyaccessory required when installingTyton Joint ANSIIAWWA C104.-â€˜A.21.4,Cement- Pipe. It is a circular rubbergasketthat hasa modiï¬ed bulb shape in cross Mortar Lining for Ductile-Iron Pipe section. Gasketsare furnished in accordancewith ANSIIAWWA C11 if and FittingsforWater. A21.1. Composition and dimensions ofthe gasket have been carefuliy Thecement-mortarliningand insidecoatingarein engineered toensure a watertight and lasting seal.The standardTyton Gasket accordancewithAHSIIAWWAti[iiiA214. is manufactured of5BR â€”-styrene butadiene rubber. Gasketsofspecial Special liningsandiorcoatingscanhefurnishedfor speciï¬cconditions elastorners may be ordered forspecial applications.The gasket contourand bell socket contourensure thatthegasketwill remain seated during proper AHSIIAWWA C111r'A21.11, Rubber- assembly ofthe pipe. Whenjoint restraint is required forpushâ€”onjointpipe, GaslretJointsforDuctile-Iron Pressure two optionsareavailablefrom U.S. Pipe. Forjoint restraintof4"through 24", Pipeand Fittings. Field Lok 350 Gaskets may be used. Field Lok 350 Gaskets are ratedfor 350 psi TytonGasketsarefumishedin accordancewith in sizes4"through 24". In addition, for 4"through 36" sizes,TR Flex Pipe and AHSIIAWWA C1iliA2i.1l. Fittings maybe used, and for 30" through64" sizes, HP Lok Pipe and Fittings may be used.TP. Flex Pipe and Fittings are rated forworking pressures for350 AHSIJAWWA C1D5fA21.5, Polyethylene psi in 4" through 24" sizes, 2513 psi in sizes3D"through 36". ForHP Lok Pipe and Encasement for Ductile Fittings, theworking pressure is 350 psi for 30" through 64â€œ. For higher pressure Iron Pipe Systems. applications contact your U.S. Piperepresentative. Complete details on Field Ifspeciï¬ersandusersbelievethatcorrosivesoils willbeencounteredwhereourproductsaretohe Lok35DGaskets,TR Flerc Pipe and Fittings,and HP Lok Pipeand Fittings can be installed,pleaserefertoAlllSlr'AWâ€˜WAÂ£1051â€™All.5, found on our website. www.uspipe.com. forpropererrtemalprotection procedures. ASTM A746-D3 "Standard speciï¬cation forDuctile IronGravitySewer Pipe." ASTM A?1i5~Dï¬‚"Standard Speciï¬cation forDuctile Iron CulvertPipe." ASTM A536"Standard Specification forDuctile IronCastings.â€œ NOTE: U.S. Pipequalifies forFederal Procurementunder PublicLaw hlo.94-581], HDTE: Eachofthefollowing is a nationallyrecognized standardsorganization: Section6002,knownastheResource RecoveryActof19?-o, since, dueto American National Standards institute {ANSI},AmericanWaterworks modemtechnology,recycled ironand steel scrapare used toa largedegree in Association {AWWAL American SocietyforTestingand Materials |[ASTlv'l}, ourDuctile iron Pipe production. Underwriters Laboratories{UL}, National Fire ProtectionAssociation{l~lFPA], The piain end ofthepipe isfurnishedbeveled orwithaquartereliipse on the Ni"5iÂ°â€œPl 5â€˜=""l'PtlÂ°" FPâ€œ"dPFiP" ["551FPHPFYMUâ€œ-â€˜Pl (ml edgetoallowassembly. Morethannoyearsofsuccessfulerrperience have proved itssealingcapabilities. Hydrostatictests haveshown thatthe systemwill withstand pressuresfarin excessofrated pressures. U.5.Pipe AForrerroEorrrpony 2 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 62 Vendor: 70720 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 15: Ln 12 Vendor: 74630 BLUE BRUTEâ„¢ SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM. I.D. MIN. T. MIN. E APPROX. D9 APPROX. WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) PRESSURE CLASS 165 psi (DR 25) 4 4.80 4.39 0.192 5.25 5.57 1.9 6 6.90 6.31 0.276 6.40 8.00 3.9 8 9.05 8.28 0.362 7.05 10.50 6.7 10 11.10 10.16 0.444 8.20 12.88 10.1 1 12 2 13.20 12.08 0.528 8.80 15.31 14.4 PRESSURE CLASS 235 psi (DR 18)* 4 4.80 4.23 0.267 5.25 5.87 2.6 6 6.90 6.09 0.383 6.40 8.43 5.3 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 PRESSURE CLASS 305 psi (DR 14)* 4 4.80 4.07 0.343 5.25 6.17 3.2 6 6.90 5.86 0.493 6.40 8.87 6.7 8 9.05 7.68 0.646 7.05 11.63 11.6 10 11.10 9.42 0.793 8.20 14.27 17.6 12 13.20 11.20 0.943 8.80 16.97 25.1 Consult JM Eagleâ„¢ for CSA and other listing availability prior to shipment. Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Product Standard: ANSI/AWWA C900 Pipe Compound: ASTM D1784 Cells Class 12454 Gasket: ASTM F477 Integral Bell Joint: ASTM D3139 Certiï¬cations: ANSI/NSF Standard 61 UL Standard 1285 Pipe Length: 20 feet laying length Installation: AWWA C605 JM Eagleâ„¢ Installation Guide Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 15: Ln 29: Sec. 15: Ln 30 Vendor: 67400 PVC SDR 35 D-3034 SEWER PIPE SOLVENT WELD CNWPVC-353034SW MARCH, 2012 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.215 3.975 .120 106.51 900 4.2 3.5 53115 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53120 ASTM D-3034 SOLID 6" SOLID 6.275 5.915 .180 238.40 350 4.1 4.0 53180 & PERFORATED 6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53195 GREEN WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53118 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53122 ASTM D-3034 SOLID 6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53183 & PERFORATED 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53197 GREEN WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.215 3.975 .120 106.51 900 4.2 3.5 53112 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53119 ASTM D-3034 SOLID 6" SOLID 6.275 5.915 .180 238.40 350 4.1 4.0 53179 & PERFORATED 6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53196 WHITE WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53113 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53121 ASTM D-3034 SOLID 6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53184 & PERFORATED 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53198 WHITE REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. INSTALL AS DIRECTED BY ASTM D-2321. PERFORATIONS ARE 2 ROWS OF Â½" HOLES ON 5" CENTERS 120Â° APART. CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD Â· EVANSVILLE, IN 47715 Â· TELEPHONE (812) 428-9300 PLANT: 223 MAURIN ROAD Â· CHEHALIS, WA 98532 Â· TELEPHONE (360) 740-0708 Â· FAX (360) 740-0721 www.cresline.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 10: Ln 6 Vendor: 68010 MUNICIPAL NAPCO PRODUCT SPECIFICATION ASTM D3034/IB PVC Gravity Sewer Pipe I Gasketed Integral Bell NAPCOâ€™sASTM D3034 Gasketed Integral Bell PVC Pipe product line is manufactured to meetthe needsofmodern municipal waste watersystems, storm water drainage systems, and other non-pressure applications.With top quality raw materials and modem processing technology, ourASTM D3034 pipe meets all industry standards in addition to ourown rigorous quality control requirements. Our D3034 pipe utilizes Ftieher style gasketsthroughoutthe entire productofferingtocreate a leak-freejoint. Pipe Standard: ASTM D3034 DiameterStd.: PSM NominalSizes: 4ll'6ll'Bll1-lullâ€˜ -12llT15|l Dimensionliatios SDR35â€”45psi 81PipeStiffness: SUB 25-115 psi SUB235-153 PSI Pressure Ratings: Notratedforpressure applications LayLength: 14â€˜ or20* Color: Green ASTM D1784 Pipe Compound: Cell Glass12454or123E-4 SolidWall Pipe Options: 2 Hole Perforated 3 Hole Perforated PipeJointShh: ASTM D3212 Max.AngularJoint 15 Deï¬‚ection? GasketStandard: ASTM F47â€™? GasketMaterial Standardâ€”SBFI Offerings: Optional â€” NBFIorEPDM Certifications: IAPMU Uniform Plumbing Bode* Installation 5td.: ASTM D2321 'iiIPMGUniformPiumoingCodeiisieoprooocismostoersooesrsdortimeororder ï¬‚eeinsisiisrion Guideformoreinformation. napcopipecom I 1.855.624.?4i'3 @2019 HAPGD,awestlaltecompany Allrightsreserved MU-PS-l]i]4-U5-EN-i]119.2 HD Fowler Company Submittal Sec. 10: Ln 6 Vendor: 68010 MUNICIPAL NAPCO PRODUCT SPECIFICATION ASTM D3034/IB PVC Gravity Sewer Pipe I Gasketed Integral Bell ..|_.. i_..C.. .1-. '1- -.-_.._| I I BD I 1"â€™ 35 29 3.975 4|! 4.215 26 62 3.891 5.999 3.759 3.125 23.5 P535:I-LL78 3.859 35 9.'B9 5.915 Bl-I 6.275 I"-llIII! 9.241 5.793 7.375 4.625 4.999 no5'-'9on 9.295 5.745 UJU1 9.249 7.929 BIS 8.499 9.625 5.259 4.125 l"-JCD 9.323 7.754 DJU1 9.399 9.999 1all 19.599 12.259 5.875 5.125 lâ€˜\JD-â€˜II 9.494 9.692 DJU1 9.399 11.789 12â€œ 12.599 14.375 6.599 5.375 It-ItD3 9.481 11.538 DJU1 9.437 14.426 1Ell 15.399 17.599 7.759 7.375 l"-JCD 9.588 14.125 Notes: 1.These dimensions are forestimating purposes onIy.A|| dimensions are in inches unless otherwise specified. 2. SDFI = Standard Dimension Flatio 3.ASTM Pressure Fiating @ 73Â°Fand includes 2:1 safety factor. 4. lntemal diameter calculated using nominal outside diameterand minimum wall thickness. 5. Dimension given forApprox. Bell Diameter [B91 isforhighest pressure rating. napeopipecom I 1.855.624.?4T3 @2919 HAP99. aWeellaiteoompany All rightsreserved MU-P5-994-US-EN-D1192 HD Fowler Company Submittal Sec. 10: Ln 6 Vendor: 68010 Npï¬iiï¬so MUNICIPAL PRODUCT SPECIFICATION ASTM D2241/IB PVC Pressure Pipe I Gasketed Integral Bell 9.599 9.942 2 129Â° 5.999 9.625 1.473 4" . 9.599 1.414 3 69Â°-69Â° 5.999 9.625 2.299 9.599 9.942 2 129Â° 5.9.-99 6.1525 {lire B" i- 9.599 1.414 3 69Â°-69Â° 5.999 9.625 2.299 9.599 9.942 2 129Â° 5.999 Bil __ . 9.52.5 1m 9.599 I.4111 3 69Â°-69Â° 5.999 9.625 2.299 2 Hole Pattem 3 Hole Pattern PRINT LINE PRINT LINE ,1Â»-"'*""â€œâ€˜~"'-I-n ,--1-""â€œ'â€œ'-.- -e 4Â» " tr _ o :5 "\ rI-7 "\ ""q'.I'.J"'-1"â€™ \l'i"""â€”Bâ€”--râ€˜_l""_'-g. F"""""4-awâ€™.-1"â€™ \ ll 1',1,,hi "\- â€˜\- â€˜F /9 Iiâ€˜ 5'1â€˜-F--0"â€œ. 59Â° -~..__&-_ 1_â€œ.1-"i 12o" Iii-III-Ii-.lIii â€”lr.*1.r~.:â€˜I,r:i napeopipecom I 1.855.624.?4T3 @2919 HAP99. aiilieetlaiteoompany All rightsreserved MU-P9-994-US-EN-9119.2 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 20: Ln 36: Sec. 20: Ln 37 Vendor: 84890 23U - ANSI/AWWA C153/A2153 ï¬l Mechanical Joint Compact Ductile Iron Fittings TYLER U N IONâ€œ â€œ':"â€˜*:â€œâ€œâ€™*Â°:â€œ Quality Waterworks Products â€˜:| DOMESTIC E NDN_DDMES.nc SUBMITTAL: C153 MECHANICAL JOINT PRODUCT [Current revisions for the noted Standards Hï¬ï¬llï¬ SIZES: 2â€ - 54" (2â€ not included in ANSI/AWWA C153 standard] STANDARDS: ANSIIAWWA C153/1121.53, NFPA13j'24, 3â€-15" UL ancl 3â€œ-1oâ€ FM listed 8. approved {File - Tvler Union} MATERIAL: Cast of ASTM A535 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged ï¬ttings rated at 250 psi. Mechanical joints 2â€œ â€” 24" rated at 350 psi and 30â€œ â€”45" at 250 psi. *Note: With rubber annular ring flange gasket, 2â€œ â€” 24â€ Flanged fittings can be rated at 350 psi. Note: Wves over 12â€ are not pressure rated. Contact Tvler Union for rating in vour application. DEFLECTION: Joint deflection 5" max for 2"â€” 12â€ and 3Â° max for 14â€â€” 48". Reduces by 50% at nominal pipe Si fitting diameters NSF-51 81 NSF372: Meets all requirements including Annex G, Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. ASPHALT COATING: Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. CEMENT LINING: Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FASTNERS: High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 INSTALLATION: Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. â€”-E L .31 2 _ Ã©"-â€˜:5 ' F 2 s â€˜5t.â€˜0\~- â€œ 2â€˜ _l:T 0.?5-- i<' 1 o c A 0.12--l F xâ€˜ NOMINALIUINTDIMEN5IDN5 |N INCHE5 B-ULT5 A Dla' . B Hub C Dia' . JDIa. K" Dia. K3Dia' . L NI T QW- D| Pipe Depth GLAND GLAND GLAND GLAND H 2.51 2 50 3 50 3-50 2.51 4 25 5.15 5 55 0.55 0 52 0.35 0.30 3,24 5}5x3 2 ass also .11.. 4.54 Ros s.1s 2.52 2.55 o.ss ofÃ©z o.Â§.Â§ o.ss am? 523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 225 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 2,33 3;â€™4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;â€™4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15.25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f2 10 15 12.40 3.50 15.50 15.54 12.54 21.00 2__:-'_:_.Â§_s 11?-I.-5Â° 0.05 1.Â§1 o.sa_ 0.50 10 324:4-1f2 1? 15 15.50 a.so 20.50 20.24 15.54 23.25 24.53 24.25 1.00 1.35 0.55 0.54 1/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1-44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 4.50 45.25 45.55 44.52 50.52 53.12 53.12 1.45 2.00 1.25 0.52 1-325 1-1_l'4x5-1;â€™2 25 43 50.50 4.50 52.05 52.25 50.92 52.50 50.00 50.00 1.45 2.00 1.35 0.50 1-325 1-12425-122 32 54 Availableon Request 50 Availableon Re-nest 54 Availableon Request Annlston 1501 W 12"" St I Anniston, AL 35201 I {E00} 225â€”2501 Elmer 201 liienvon Ave I Elmer, NewJersev03315 Corona: 1001 El EaminoAve. I Corona, EA 92329 I (B55) 522-B421 New Lenox: 2200 West l'l5â€˜lI'El'tl New Lenox, IL50451 Tyler: 11910 ER 492 ITvier, Texas 25205 I (500) 522-5425 Portland: 15520 N. Lombard St. I Portarid. 0R 92203 Dallas: 1201Ave. S. 5uite100 I Grande Prairie, TX 25050 Oxford: 1500Greenbrier Dear Road lAnniston, AL 35202 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 20: Ln 35: Sec. 20: Ln 45 Vendor: 84890 280 - ANSI/AWWA C110/A21.10 Class 125 Flange Joint Full Body Ductile iron Fittings ER U N â€˜ O N5 Revised 4/2013 Quality Waterworks Products |:| DOMESTIC |:| NDN_DDMEs.|.|C SUBMITTAL: C110 FLANGE JOINT CLASS 125 PRODUCT _[Current revisions for the noted Standards appiï¬‚ SIZES: 2â€ - 54â€ (Contact Tyler Union for 54â€ â€” 64â€ flange fitting information) STANDARDS: ANSIXAWWA C110fA21.10, NFPA 13/24, ASME 516.1, 3â€ - 12" UL listed and FM approved MATERIAL: Cast ofASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings *2" â€” 48" rated at 250 psi. 54â€œ â€” 64â€ rated at 150psi. *Note: With rubber annular ring flange gasket, 2â€ â€” 2-'11â€ flanged fittings can be rated at 350 psi. DEFLECTION: Deflection is â€œnotâ€ recommended for flange joint due to the rigidity of thejoint. NSF-61 82 NSF3?2: Meets all requirements including Annex G, Tyler Unionâ€™s Underwriters Laboratory listing MH16439. COATING: Asphaltic or Primer per ANSI/AWWA C104/A21.4, Standard primer is Tnemec Pota Pox N140-1211. Contact Tyler Union for additional coating options. CEMENT LINING: Per ANSI/AWWA C10-ii/â€˜A21.-4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSIXAWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FLANGE5: ANSI Class 125 per ASME B16.1 and ANSI/'AWWA C111/A21.11. Bolt holes shall straddle the center line NOTE: Class 125 ASME 516.1 are not compatible with Class 250 Flanges NOTE: Class 250 ASME 515.1 ï¬ttings are available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111./A21.11 and ASTM A242 INSTALLATION: Install per AWWA C600/C651 using pipe conforming to ANSIIAWWA C151/A2151. FLANGE DETAlLS IN INCHES BOLTS Size Diameter Flange B.C. Flange Bolt Hole SIZE my Inches DI Pipe 0-.0. Diameter ThicknessT Diameter 2 2.51 5.00 4.75 0.02 0.250 515 it 2-1.14 ,,--____--._,, 4.30 0.00 2.50 0.34 0.250 510 X 3 ' '9 73;. Hâ€œ 0.30 11.00 3.50 1.00 0.325 3/4 2 3-1/2 ""_'_" \ 00Ch-Iiâ€˜- 5.05 13.50 11.25 1.12 0.025 3/4 it 3-1/2 D0-PI-IiiDD00 ' 10 11.10 15.00 14.25 1.10 1.000 Us x 4 12 ._ . "iâ€˜\â€™\, '1-.,_' - _ I 12 13.20 10.00 12.00 1.25 1.000 2/324 12 14 15.30 21.00 10.75 1.30 1.125 124-1/2 12 _.r- \s .3, â€”_,_â€” ,3 15 114Â° 2?:-52 21% 1.-1'3 15125. 1.54.-:1!Z 15 :~~l-_câ€˜__i-_- 1a 13.50 25.00 22.25 1.50 1.250 1-1/0 it 5 15 - ..... - 20 21.00 22.50 25.00 1.55 1.250 1-1/3 it 5 20 _|i in ,_I 24 25.00 32.00 20.50 1.00 1.325 1-1/415-1/2 20 30 32.00 3B.?5 36.00 2.12 1.3175 1-1,/4 x 5-1f2 23 if_i â€œ;:>~~..- .4 " --_____- ' 35 33.30 46.00 42.75 2.33 1.625 1-1,12 x 7 32 42 44.50 53.00 49.50 2.62 1.625 1-1/2 x 7'â€”1/2 36 54 Available on Request Annlston: 1501 W 1?"â€˜ 51:. 0 Anniston, AL 35201 l {B00} 225-1501 Elmer: I-'01 Kenyon Ave.o Elmer, NewJersey03315 Corona: 1001 El CaminoAve. o Corona, CA 528?-'5 I {BEE} 52?-5411 New Lenox: 2200 West Haven: NewLenox, ILE0451 E 11910 CR 452 -ITyler, Texas 3'51-'0Ei I (S00) 52?-34TS Portland: 15670 N. Lombard St. I Portland, OR 57203 Dallas: 1201Ave. 5. 5uite100 l Grande Prairie, TX T5050 Oxford: 1500Greenbrler Dear Road |Anniston, AL 3520? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 10: Ln 7 Vendor: 71800 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ â€“ 5â€ 150 Ft-Lbs 6â€ â€“ 8â€ 210 Ft-Lbs 10â€ â€“ 36â€ 220 Ft-Lbs (100mm â€“ 125mm 203 J) (150mm â€“ 200mm 284 J) (250mm â€“ 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ 50 Ft-Lbs 6â€ â€“ 8â€ 75 Ft-Lbs 10â€ â€“ 12â€ 90 Ft-Lbs (100mm 68 J) (150mm â€“ 200mm 102 J) (250mm â€“ 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 HD Fowler Company Submittal Sec. 10: Ln 7 Vendor: 71800 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated Fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, â€œPVCâ€, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturerâ€™s date and shIft code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 Â½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12â€ (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineersâ€™ specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than Â¼â€ per foot (20.8mm/meter) for 4â€ (100mm) nominal pipe and 1/8â€ (10.4mm/meter) per foot for 6â€ (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a â€œFrench Drainâ€. Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4â€ (100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturerâ€™s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 15: Ln 13 Vendor: 71800 HD Fowler Company Submittal Sec. 15: Ln 13 Vendor: 71800 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 10: Ln 5 Vendor: 82790 July 23, 2012 ROMAC INDUSTRIES, INC. 1-800-426-9341 â„¢ Sewer Saddle www.romac.com Style â€œCBâ€ Castings: Ductile iron per ASTM 536, Grade 65-45-12. Protected with a yel- low shopcoat. Adjustable Strap: 3 1/ 2" wide, stainless steel per ASTM A 240, type 304. Bolts: 1/ 2" UNC rolled thread, lubricant coated, stainless steel per ASTM A 193, type 304. Nuts: Stainless steel per ASTM A 194, type 304. Washers: Stainless steel per ASTM A 240, type 304 and plastic lubricating Material Specificationswashers. Gasket: SBR per ASTM D 2000 MBA 710, compounded for water and sewer service. Other compounds available on request. NOM. NOM. APPROX. BRANCH PIPE RANGE BRANCH BRANCH CATALOG LIST ADD-ON WEIGHT SIZE SIZE TYPE O.D. NUMBER PRICE EPOXY (lbs.) CB-4.80UN PVC Sewer 4.215 CB-4.215 Patent #4494780 Tyseal 4.28 CB-4.28 6"-12" 26.27-14.40 C.I. Soil-No Hub 4.38 CB-4.38 $131.05 48" Strap Regular Gasket PVC 4.50 CB-4.50 10 # Universal 1 4.20-4.80 CB-4.80UN 1 Clay 1 5.00-5.38 CB-5.38 1 PVC Sewer 4.215 CB-4.215LS Stainless Steel 14"-24" 14.40-25.80 Tyseal 4.28 CB-4.28LS Hose Clamp 4" C.I. Soil-No Hub 4.38 CB-4.38LS 166.65 $39.86 96" Strap Large O.D. PVC 4.50 CB-4.50LS 11 # Gasket Universal 1 4.20-4.80 CB-4.80UNLS 1 Clay 1 5.00-5.38 CB-5.38LS 1 PVC Sewer 4.215 CB-4.215XLS Tyseal 4.28 CB-4.28XLS 24"-48" 25.80-54.00 C.I. Soil-No Hub 4.38 CB-4.38XLS 192" Strap Large O.D. PVC 4.50 CB-4.50XLS 309.30 13 # Gasket Universal 1 4.20-4.80 CB-4.80UNXLS 1 Clay 1 5.00-5.38 CB-5.38XLS 1 PVC Sewer 6.27-6.30 CB-6.30 C.I. Soil-No Hub 8"-12" 28.00-14.40 Universal 1 6.27-6.66 CB-6.66UN 1 174.70 12 # 48" Strap Regular Gasket Cast Iron-D.I. 6.90 CB-6.90 Clay 1 7.19-8.00 CB-8.00 1 PVC Sewer 1 CB Sewer Saddles for Universal 6.27-6.30 CB-6.30LS 14"-24" 14.40-25.80 C.I. Soil-No Hub and Clay pipe include stainless 6" 96" Strap Large O.D. Universal 1 6.27-6.66 CB-6.66UNLS 1 208.61 60.29 13 # steel hose clamp. Gasket Cast Iron-D.I. 6.90 CB-6.90LS Clay 1 7.19-8.00 CB-8.00LS 1 PVC Sewer 6.27-6.30 CB-6.30XLS 24"-48" 25.80-54.00 C.I. Soil-No Hub 2 Regular gaskets are NOT 192" Strap Large O.D. Universal 1 6.27-6.66 CB-6.66UNXLS 1 351.27 15 # interchangeable with large Gasket Cast Iron-D.I. 6.90 CB-6.90XLS Clay 1 7.19-8.00 CB-8.00XLS 1 gaskets. PARTS LIST BRANCH SADDLE SLIDING HOSE To Order: Specify catalog SIZE SIZE GASKET CASTING BOLT CLAMP1 STRAP number. 6-12" $42.72 4" 14-24" 58.27 $45.95 $15.62 $12.70 REG (48") $42.38 Example: To fit 4" branch 24-48" 58.27 to 6" -12" nominal pipe with LS (96") 62.42 8-12" 75.23 branch 4.20 - 4.80, order 6" 14-24" 89.10 57.09 15.62 13.52 XLS (192") 205.08 CB-4.80UN 24-48" 89.10 6-5 HD Fowler Company Submittal Sec. 10: Ln 5 Vendor: 82790 ROMAC INDUSTRIES, INC. * SUBMITTAL INFORMATION MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Pipe Stop A pipe stop is molded into the inside wall of the gasket. This pipe stop can hold up to 1000 lbs of force along the branch. Strap Type 304 (18-8) Stainless Steel, 3 1/2 inches wide to spread out clamping forces on the pipe. M.I.G. and T.I.G welds. Passivated for corrosion resistance. Bolts and Nuts Type 304 (18-8) Stainless Steel, passivated for resistance to corrosion. 1/2" National Coarse roll thread. Nuts coated to prevent galling. Coatings Shop coat applied to cast parts for corrosion protection in transit. Fusion bonded epoxy, liquid epoxy and other coatings available on request. Washers Acetyl and stainless steel washers are used to reduce friction. PRESSURE RATING Designed for sewer service, the Style CB saddle will hold a 7 psi air test when properly installed on a pipe within the correct outside diameter range. Deflection When the CB saddle is installed properly the branch can accommodate up to 3 degrees of deflection. SIZES See catalog. * Patent #4494780 7/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 15: Ln 22 Vendor: 82790 HD Fowler Company Submittal Sec. 15: Ln 22 Vendor: 82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND FOR STEEL AND DUCTILE IRON SIZE POLYVINYL CHLORIDE (PVC) PIPE 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint valves, fittings, and fire hydrants in water transmission and fire protection lines. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gaskets A Romac DI / IPS combination gasket may be used on either DI or IPS size pipe. Gasket compounded for water and sewer in accordance with ASTM D 2000. A standard MJ gasket may be used with this fitting on C900 PVC pipe. An MJ X IPS transition gasket is used for IPS size pipe. Restraining Bolt 7/8 9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE RECOMMENDED RECOMMENDED PIPE WORKING TORQUE FOR TORQUE FOR PIPE MATERIAL SIZE PRESSURE T-BOLTS RESTRAINING BOLTS PVC - D.I. SIZE (C900 Class 165) 4" - 12" RATING OF PIPE 45 - 60 FT-LBS 30 - 40 FT-LBS PVC - D.I. SIZE (C900 Class 235 & 305) 4" - 12 RATING OF PIPE 75 - 90 FT-LBS TORQUE OFF HEADS PVC - "CLASS PIPE" (IPS Size Less than ASTM D224 Class 160) 3" - 12" RATING OF PIPE 45 - 60 FT-LBS 30 - 40 FT-LBS PVC - "CLASS PIPE" (IPS Size ASTM D224 Class 160 & 200) 3" RATING OF PIPE 45 - 60 FT-LBS TORQUE OFF HEADS PVC - "CLASS PIPE" (IPS Size ASTM D224 Class 160 & 200) 4" - 12" RATING OF PIPE 75 - 90 FT-LBS TORQUE OFF HEADS PVC - SCHED. 40 & 80 ASTM D1785 3" RATING OF PIPE 45 - 60 FT-LBS TORQUE OFF HEADS PVC - SCHED. 40 & 80 ASTM D1786 4" - 12" RATING OF PIPE 75 - 90 FT-LBS TORQUE OFF HEADS PVC - D.I. SIZE (C909) 4" - 6" 235 PSI 75 - 90 FT-LBS 30 - 40 FT-LBS PVC - D.I. SIZE (C909) 8" 235 PSI 75 - 90 FT-LBS TORQUE OFF HEADS PVC - D.I. SIZE (C909) 10" - 12" 150 PSI 75 - 90 FT-LBS TORQUE OFF HEADS DUCTILE IRON STEEL NOT COMPATABLE ASBESTOS CEMENT WITH RG-PVC FIBERGLASS HDPE *PRESSURE RATINGS ARE DESIGNED WITH A 2:1 SAFTEY FACTOR / ALLOWABLE DEFLECTION 5 DEGREES 3- FM Approval FM approved for AWWA C900 pipe class 150 and 200 - . Document Number 05-8-0020 9/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. HD Fowler Company Submittal Sec. 20: Ln 42 Vendor: 82790 HD Fowler Company Submittal Sec. 20: Ln 42 Vendor: 82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. It may also be used on IPS sizes steel pipe (minimum thickness STD weight class pipe) with MJ by IPS transition gasket. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (lbs) (psi) (psi) Deflection 3 2 6 350 700 5Â° 4 2 7.5 350 700 5Â° 6 3 11 350 700 5Â° 8 4 16.5 350 700 5Â° 10 6 23 350 700 5Â° 12 8 29.5 350 700 5Â° FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working pressure (4 : 1 test). UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0017 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. HD Fowler Company Submittal Sec. 25: Ln 65 Vendor: 82790 April 4, 2016 ! ROMAC INDUSTRIES, INC. 1-000-425-0341 Single Strap Service Saddles E www.romac.com Certifiedto Certifiedto NSF/ANSI61-G NSF/ANSI61-G ""--7'-?"_.-II" -_- _ Style 101U Style 101NU Style 101S Style 101NS Painted Saddle Nylon Coated Saddle Painted Saddle Nylon Coated Saddle with U-Bolt with U-Bolt with Stainless Steel Strap with Stainless Steel Strap â€˜/2" l.P, 3/4" & 1" l.P. or C.C. TAP 1 â€˜/4" â€” 1 â€˜/2" â€” 2" l.P. or C.C. TAP (2 â€˜/2" l.P. ONLY) NOM. p|pE O.D. PIPE CTN 5,25 RANGE 101U101NU 101s 101NS QTY 101u 101NU 101s 101NS CTâ€œQTY WElï¬,l;l:|;eaAPPRÂ°X'. 1 1/2" 100- 2.132 15 25 15 25 1.7# 2" 2.ss- 2.50 15 25 NA NA 1.7# 2â€˜/2" 2.58 15 15 NA NA 1.7# 3.50 12 12 NA NA 2.5# 3" 3.45 - 4.05â€˜ 12 12 NA NA 2.5# 4.00 - 4.50 10 10 7 7 4.3# 4" 4.50 - 4.80 10 10 7 7 4.0# 4.50 - 5.40â€˜ 10 10 7 7 4.0# 6.00 - 6.63 5 5 5 5 5.1 # 6" 6.63 - 6.90 6 6 5 5 4.8# 6.63 - 7.60â€˜ 6 6 5 5 4.8# 8.00 - 8.63 4 4 4 4 5.5# 8" 853- 9.05 5 5 4 4 5.0# 8.63 - 9.80â€˜ 5 5 4 4 5.0# 10.00 11.10 6 6 6 6 7.5# 1 Oll E 11.10 12.12 1 6 6 6 6 7.5# 12,, 12.00 13.20 5 5 5 5 9.0# 13.20 14.38 1 5 4 5 5 9.0# Prices and weights shown are per saddle Manufacturer Recommendations: For PVC applications select the saddle with the top of range number 1 Not recommended for iron pipe size PVC or that is closest to the diameter of the pipe. ductile iron size PVC (C-900). Service saddles with U-Bolts are not recommended for use on PVC pipe. 2 1â€˜/4" IP tap only. For Copper pipe, single strap saddles should be preformed at the factory, or see pg. 4-6 for 304/306 stainless steel saddles. To Order: Add tap size to the upper range of the saddle. When ordering for PVC pipe, specify O.D. (D.|. or IPS) UPPER TAP TYPE STYLE RANGE SIZE THREAD Example: Painted Saddle with U-Bolt: 1101 - 7.50 x =1/4" |Pl Stainless Steel Strapâ€”add letter "S": l101S â€” 7.60 x 3/4" lP1 Nylon Saddleâ€”add designation "NU": ,101NUâ€” 7.60 x 3/4" lP1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 69 Vendor: 82790 April 4, 2016 ROMAC INDUSTRIES, INC. . @ 1;;33;?;;â€˜j,Â§â€˜;i?;â€˜;,,, Double Strap Servlce Saddles Certifiedto Certifiedto NSF/ANSI6iâ€”G NSF/ANSI6iâ€”G _'- Style 2o2u stge 202NU Style 202s Style 202NS Painted Saddle Nylon _ oated Saddle Painted Saddle Nylon Coated Saddle With U-|30|â€™IS With U-|30|â€™I$ with Stainless Steel Straps with Stainless Steel Straps 1/2" l.P, 3/4" & 1" l.P. or C.C. TAP 1 1/4" â€” 1 1/2" â€” 2" l.P. or C.C. TAP (2 1/2" IP ONLY) NOMINAL O'D' APPROX. PIPE SIZE R'j\',Â§('Â§E 2o2u 2o2|\|u 31$ 202s 202NS 31$ 2o2u 2o2|\|u 31$ 202s 202NS 81$ WEiï¬)l:l;ea. 2.38 2.50â€˜ 1Lo 3.5 # 3.502 5.0 # 3.45 4.05Z3 5.0 # 4.00 - 4.50 7.5 # 4.50 - 4.80 7.5 # 4.50 - 5.403 7.5 # 6.00 - 6.63 9.0 # 6.63 - 6.90 9.0 # 6.63 7.603 9 0# 8.00 - 8.63 â€˜0.0# 8.63 - 9.05 0.0# 8.63 9.803 â€˜0.0# 1 0" â€˜0.0' -â€˜1.10 â€˜1.5# *1.1-:- â€˜2.123 â€˜1.5# â€˜2.0' - â€˜3.20 "2.5# â€˜3.2' - â€˜4.38 3 oo-|>-|>-is-is-|>-|>ovovovo~|o1o-loooog; oo-|>-|>-is-|>-|>-|>owcÂ»ovo~|o1o1ooooEÂ§ â€˜2.5# â€˜5.3' - â€˜6.80 â€˜5.3# 1 6" â€˜7.4' - â€˜8.90 â€˜6.0 # 1 8" â€˜9.5' -21.10 â€˜8.0 # 20" 21.11 - 22.70 20.0 # 22" 22.71 - 24.30 POA POA 21.0 # 24" 24.31 - 25.90 23.0 # 26" 25.71 - 27.30 24.0 # 28" 27.31 - 28.90 24.5 # 30" 28.9' - 30.50 25.0 # 30.51 - 32.10 OOOOOOOOOJOJOOOOOO-l>-l>-l>O3CD-l>-l>-l>Oâ€˜lCJâ€˜lOâ€˜lO3CDCDO0O0 cooooooooooaoooooo-|>-|>-|>owov-|>-|>-|>o~|o1o~|ovowovoooo3 26.0 # Prices and weights shown are per saddle. Manufacturer Recommendations: For PVC applications select the saddle with the top of range number that is closest 1 202 - 2.50 can accommodate up to 1 1/2" l.P. to the diameter of the pipe. and 1 1/4" C.C. Service saddles with U-Bolts are not recommended for use on PVC pipe. 2 202 for 3" nominal size can accommodate up to 2" l.P. and 1 1/2" C.C. For Copper pipe, Romac recommends single strap saddles which should be pre- formed at the factory, or see pg. 4-6 for 304/306 stainless steel saddles. 3 Not recommended for iron pipe size To Order: Add tap size to the upper range of the saddle. PVC or ductile iron size PVC (C-900). When ordering for PVC pipe, _ UPPER TAP TYPE Specify O.D. (D.l. or IPS) STYLE RANGE SIZE THREAD Example: Painted Saddle with U-Bolt: 1202 â€” 7.60 x 3/4" lPi Stainless Steel Strapâ€”add letter "S": i202S â€” 7.60 x3/4" lPi Nylon Saddleâ€”add designation "NU": 202NU â€” 7.60 x 3/4" lPi Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 66 Vendor: 82790 ROMAC INDUSTRIES, INC. STYLE 101NS & 202NS SERVICE SADDLE SUBMITTAL INFORMATION MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MBC 610 and NSF 61 Certified. Other compounds available for special applications. Straps Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts, Nuts For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers Flat, type 304 (18-8) heavy gauge Stainless Steel. Coating Casting is coated with fusion bonded black nylon, 10-12 mils thick, with a dielectric strength of 1,000 v/mil and NSF 61 Certified. PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to 350 psi maximum, on pipe sizes up through 24 inch, larger than 24 inch up to 30 inch pressure rating is 150 psi. PVC, asbestos cement and other pipe: up to the maximum rating of the pipe. For other applications please consult your representative. AWWA STANDARDS These service saddles meet the requirements of ANSI/AWWA C800, Underground Service Line Valves and Fittings. SIZES AND RANGES See Catalog. This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. HD Fowler Company Submittal Sec. 25: Ln 66 Vendor: 82790 ROMAC INDUSTRIES, INC. STYLE 101S & 202S SERVICE SADDLE SUBMITTAL INFORMATION MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MBC 610 and NSF 61 Certified. Other compounds available for special applications. Straps Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts, Nuts For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers Flat, type 304 (18-8) heavy gauge Stainless Steel. Coatings Shop coat applied to cast parts for corrosion protection in transit. PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to 350 psi maximum, on pipe sizes up through 24 inch, larger than 24 inch up to 30 inch pressure rating is 150 psi. PVC, asbestos cement and other pipe: up to the maximum rating of the pipe. For other applications please consult your representative. AWWA STANDARDS These service saddles meet the requirements of ANSI/AWWA C800, Underground Service Line Valves and Fittings. SIZES AND RANGES See catalog, sizes up through 32.10. This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 20: Ln 38 Vendor: 77720 SPECIFICATIONS / AVAILABLE CONFIGURATIONS & STYLE NUMBERS (2â€-20â€) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) M&H Valve AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 Size Range Water Working Bubble Tight Hydrostatic Shell Pressure psi Seat Test psi Test psi AWWA 2â€ â€“ 20â€ 250 Water Works 250 & 400 500 ULFM 4â€ â€“ 16â€ 200 Fire Protection 250 & 400 500 Style No. Style No. Style No. Available End Connections (No Gear) Size With With With Range 2â€ Nut Hand wheel Post Plate Mechanical Joint (NRS) (no 2 Â½â€) 2â€-16â€ 7571 7571-HW 7571-P (3â€-16â€) Flanged Ends (NRS) 2â€-16â€ 7561 7561-HW 7561-P (3â€-16â€) Flanged End X Mechanical Joint (NRS) 3â€-16â€ 7572 7572-HW 7572-P (3â€-16â€) Push-on (NRS) (For PVC / SDR) 2â€-12â€ 7597 7597-HW 7597-P (3â€-12â€) Threaded (NRS) 2â€-3â€ 7057 7057-HW 7057-P (3â€only) Threaded (NRS)(With T-Head Nut) 2â€-3â€ 7067-07THN (With T-Head Nut) ***Threaded (OS&Y) 2â€-3â€ N/A 7067 N/A Tyton X Tyton (NRS) (For D.I. / C900) 4â€-12â€&16â€ 7901 7901-HW 7901-P (4â€-12â€&16â€) Tyton X Flange (NRS) (For D.I. / C900) 4â€-12â€ 7902 7902-HW 7902-P (4â€-12â€) ***Flanged Ends (OS&Y) 2â€-16â€ N/A 7068 & 7068A* N/A **Tapping Valve (NRS) 4â€-16â€ 7950 7950-HW 7950-P (4â€-16) M.J. Cutting-in Valve (NRS) 4â€-12â€ 7576 7576-HW 7576-P (4â€-12â€) ****Flanged End (Open Mitre Box) 3â€-12â€ 7211-O 7211-O-HW N/A ****Flanged End (Enclosed Mitre Box) 4â€-12â€ 7211-C 7211-C-HW N/A Style No. Style No. Available End Connections (Bevel Gear) Size With With Range 2â€ Nut Hand wheel Mechanical Joint (NRS) 14-20â€ 7571-B 7571-BHW Flanged Ends (NRS) 14â€-20â€ 7561-B 7561-BHW Flanged End X Mechanical Joint (NRS) 14â€-20â€ 7572-B 7572-BHW Tyton X Tyton (NRS) (For D.I. / C900) 16â€ 7901-B 7901-BHW Flanged Ends (OS&Y) 14â€-20â€ 7068-B 7068-BHW **Tapping Valve (NRS) 14â€-16â€ 7950-B 7950-BHW Style No. Style No. Available End Connections (Spur Gear) Size With With Range 2â€ Nut Hand wheel Mechanical Joint (NRS) 14-20â€ 7571-S 7571-SHW Flanged Ends (NRS) 14â€-20â€ 7561-S 7561-SHW Flanged End X Mechanical Joint (NRS) 14â€-20â€ 7572-S 7572-SHW Tyton X Tyton (NRS) (For D.I. / C900) 16â€ 7901-S 7901-SHW Flanged Ends (OS&Y) 14â€-20â€ 7068-S 7068-SHW **Tapping Valve (NRS) 14â€-16â€ 7950-S 7950-SHW Note: 2â€ to 3â€ sizes full wall ductile iron (per AWWA Dimensions) *7068A is Tapped & Plugged in â€œAâ€ Position (2â€ â€“ 4â€ = Â½â€ tap)(6â€ â€“ 12â€ = Â¾â€ tap) **Each size accommodates a full size diameter tapping cutter.. ***2â€ OS&Y Flanged and Threaded versions are UL Listed ****All other end connections available. 18â€ and larger RS gate valves will be furnished with either bevel or spur gearing. By-pass valve not required on gate valves through 24â€ NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 20: Ln 38 Vendor: 77720 RECOMMEND SPECIFICATIONS (NRS STYLE 7000)(OS&Y STYLE 7068)(2â€-20â€) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) RECOMMENDED SPECIFICATIONS (2â€-20â€) 1. Valves shall conform to the latest revision of AWWA Standard C515 covering resilient seated gate valves for water supply service. 2. The valves shall have a ductile iron body, bonnet, and O-ring plate. The wedge shall be totally encapsulated with rubber. 3. The sealing rubber shall be permanently bonded to the wedge per ASTM D-429. 4. Valves shall be supplied with O-ring seals at all pressure retaining joints. No flat gaskets shall be allowed. 5. The valves shall be either non-rising stem or rising stem, opening by turning left or right, and provided with 2â€ square operating nut or a handwheel with the word â€œOpenâ€ and an arrow to indicate the direction to open. 6. Stems shall be cast copper alloy with integral collars in full compliance with AWWA. All stems shall operate with copper alloy stem nuts independent of wedge and of stem (in NRS valves). OS&Y (rising stems) shall be bronze 7. All stems shall have two O-rings located above the thrust collar and one O-ring below. Stem O-rings shall be replaceable with valve fully opened and subjected to full pressure. 8. The stems on 4â€-20â€ shall have a low torque thrust bearing located above and below the stem collar to reduce friction during operation. 9. Waterway shall be smooth, unobstructed and free of all pockets, cavities and depressions in the seat area. Valves 4â€ and larger shall accept a full size tapping cutter. 10. The body, bonnet and O-ring plate shall be fusion-bonded epoxy coated, both interior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 Certified. 11. Each valve shall have makerâ€™s name, pressure rating, and year in which it was manufactured cast in the body. Country of origin to be clearly cast into body & cover castings. 12. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C509 (and UL/FM where applicable). 13. Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the M&H Valve Company. NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 20: Ln 38 Vendor: 77720 MATERIAL SPECIFICATIONS (1 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) CAST IRON SPECIFICATION ASTM A126 CLASS B Physical Properties Minimum tensile strength 31,000 psi Minimum transverse strength 3,300 lbs. Minimum deflection (12â€ Centers) .12 in Chemical Analysis (percent) Phosphorus (maximum) .75 Sulfur (maximum) .15 DUCTILE IRON SPECIFICATION ASTM A536 Physical Properties Minimum tensile strength 65,000 psi Minimum yield strength 45,000 psi SBR-STYRENE BUTADINE RUBBER â€“ ASTM D-5000 â€œO-Ringsâ€ & â€œWedge / Seat Rubberâ€ Hardness 78 5 100% Modulus (PSI) 800 ALTERNATE---EPDM â€œO-Ringsâ€ & â€œWedge / Seat Rubberâ€ Hardness 80 2 100% Modulus (PSI) 600 Tensile (PSI) 1,450 Elongation (%) 150 Compression set, ASTM D395 Method B 18% max. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 20: Ln 38 Vendor: 77720 MATERIAL SPECIFICATIONS (2 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) STANDARD CAST BRONZEâ€”ASTM B584 CDA836 (Stem Nut) Physical Properties Minimum tensile strength 30,000psi Minimum yield strength 14,000psi Minimum elongation (in 2 inches) 20% Chemical Analysis *Copper 84.0 â€“ 86.0 Lead 4.0 â€“ 6.0 Tin 4.0 â€“ 6.0 Nickel (maximum) 1.0 Zinc 4.0 â€“ 6.0 * = CU + NI = 79% Min CAST BRONZE â€“ ASTM B584 CDA867 (Stem) Physical Properties Minimum tensile strength 80,000 psi Minimum yield strength 32,000 psi Minimum elongation (in 2 inches) 15% Chemical Analysis Copper 55.0 â€“ 60.0 Lead (maximum) .50 â€“ 1.5 Aluminum 1.0 â€“ 3.0 Iron 1.0 â€“ 3.0 Nickel (maximum) 1.0 Zinc 30.0 â€“ 38.0 Manganese 1.0 â€“ 3.5 Tin (maximum) .2 ALTENATE CAST BRONZE â€“ NDZ-S ASTM B763 UNS C99500 (Stem ) Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 40,000 psi Minimum elongation (in 2 inches) 12% Chemical Analysis Copper 82.8 Lead (maximum) .25 Aluminum (maximum) 2.0 Iron (maximum) 5.5 Nickel (maximum) 5.5 Zinc (maximum) 2.0 Silicon (maximum) 2.0 September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 20: Ln 38 Vendor: 77720 ITEM DESCRIPTION MATERIAL ASTM SPEC R1 HOLD DOWN HEX BOLT 304 STAINLESS STEEL â€”â€”â€” R2 HOLD DOWN BOLT WASHER 304 STAINLESS STEEL â€”â€”â€” R3 OPERATING NUT OR HAND WHEEL CAST IRON ASTM A126 CLASS B R4 BOLTS/NUTS (STUFFING BOX) 304 STAINLESS STEEL â€”â€”â€” R5 STUFFING BOX/SEAL PLATE DUCTILE IRON ASTM A536 70â€”50â€”O5 R6 Oâ€”RlNG (STEM) QW=3 NBR â€”â€”â€” R7 Oâ€”RING (STUFFING BOX) NBR â€”â€”â€” R8 THRUST WASHER DELRIN â€”â€”â€” R9 STEM (AWWA GRADE C) BRONZE ASTM B584 CDA 867 R1O HEX HEAD BOLTS & NUTS 304 STAINLESS STEEL â€”â€”â€” R11 COVER/BONNET DUCTILE IRON ASTM A536 70â€”50â€”O5 R12 STEM NUT (AWWA GRADE A) BRONZE EPDM ASTM A584 CDA 844 R13 WEDGE/DISC/GATE CAST IRON & SBR COATED ASTM A126 CLASS B R14 Oâ€”R|NG (COVER) NBR â€”â€”â€” R15 BODY â€” ALL TYPES DUCTILE IRON ASTM A536 70â€”50â€”O5 R16 POST PLATE CAST IRON ASTM A126 CLASS B R17 PIPE PLUG (OPTIONAL) GALVANIZED I I: i_ j] â€œÂ§!IÂ§ i_ IJ \ I â€”_ 1 _-.7-I>,///4' Ill !=Â¢/1%; â€” 2- 40 _*Â§ _ _ f Â§Â§EnQâ€˜: E_ 54 L_ ;4 L_ ; \ 44 E_ ; L ;; __ I ,_ -%,,@@, Â§\ Ij I- ,, L_ ~, . â€˜-1.â€˜--_I li-,, \\ /// >â€œÂ§ , > Â§ III_ ~,_ I1_â€˜.yâ€˜I >Â§ > 7 ,, >Â§ ,, LÂ§ â€”< ////////////////////////Â¢ \\\\\\\\\\\\\\ \Â§i I 0 I-I_| sâ€œâ€˜â€œ "â€/// Â§ â€// _ Q) â€™ \~\\â€œ (5) /0 â€//// â€â€™///// | G) G) gg 4â€ 12â€ MACH VALVE COMPANY RESILIENT SEAT GATE VALVE ANN'STÂ°NÂ»"â€˜â€"BAMA Dwg, NO, C515â€”NRSâ€”STYLE 7000 A DIVISION OF MCWANE INC. 7000 VALVE ASSEMBLY / MATERIAL LIST THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED COPIED. OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. HD Fowler Company Submittal Sec. 20: Ln 38 Vendor: 77720 LISTED 7572 WITH 2â€ SQUARE NUT @ â‚¬% @E A.W.W.A Standard c515 7572-HW WITH HANDWHEEL WITH POST PLATE Â® 88% APPROVED 7572TID OPTIONAL T K HANDWHEEL 2" SQUARE OPTIONAL POST PLATE Md END IN I=1 ACCORDANCE TO ANSI/AWWA C111/A21.11 E1! G I [E] [E] â€˜ l!l |!| U 11:1] â€˜ Z I â€˜ Q // $ \ I Q D E0 E I 4 * \. / :â€˜Qm â€œâ€˜=iâ€”Q \|i, \\\â€˜ % I K I â€˜CT _T'FT_ NUMBER & 9121: FLANGED END â€˜N <â€”E3â€”> OF sous ACCORDANCE WITH Hâ€”FLANGED ENDS 125 LB. STD. DRILLING Jâ€”MJ END PER ASME/ANSI B161 VQIQIQE A B c 0 E F 6 1-1 J K WEIGHT 2" NUT **3 8 1/4 4 1/4 2 1/2 7 3/4 7 1/2 3/4 12 3/8 4-5/8 4-5/s 1O 38 4 91/4 43/4 21/2 91/8 9 15/16 143/4 s-5/8 4-3/4 10 75 6 101/2 51/4 21/2 113/8 11 1 19 8â€”3/4 6-3/4 12 120 8 12 5/16 6 9/16 21/2 13 3/4 131/2 1 1/8 221/2 8-3/4 6-3/4 14 185 10 141/4 7 3/4 21/2 15 3/4 16 1 3/16 261/2 12-7/6 6-3/4 18 331 12 15 8 2 5/s 18 19 1 1/4 30 12-7/8 8-3/4 18 523 NOTE: 3" MANUFACTURED TO c509 SPEC, BUT MADE OF DUCTILE IRON *HANDWHEEL--ADD 6.5# (3"-4"), 7#(6"), 1o#(s"), 16#(10" & 12") *lND|CATOR POST PLATE ADD 16# <3"-12") ONLY *PALLET QUANTITIES 2" NUT: 3o(3"), 4o(4"), 21(6"), 8(6)", 6(1o"), 4(12") *PALLET QUANTITIES HANDWHEEL: 30(3"), 4o(4"), 21(6"), s(s"), 6(1o"), 4(12") *TURNS TO OPEN: 1o(3"), 13 1/2(4"), 19 1/2(6"), 25 1/2(s"), 31 1/2(1oâ€), 37 3/4(12") **3" to C509 spec but ductile iron DWNI TRIJ 3" 12" I/I&H VALVE COMPANY RESILIENT SEAT GATE VALVE ANNISTON,ALABAMA _ A DIVISION OF MCWANE |1\1c. DWG"7Ng'72 |â‚¬_:|i5AIN5GEST>2ILkI-$7572 THIS DRAWINGANDALLINFORMATION IS OUR PROPERTYAND SHALLNOTBE USED COPIED, OR REPRODUCED WITHOUTWRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 48 Vendor: 77720 SPECIFICATIONS / AVAILABLE CONFIGURATIONS & STYLE NUMBERS (2â€-20â€) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) M&H Valve AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 Size Range Water Working Bubble Tight Hydrostatic Shell Pressure psi Seat Test psi Test psi AWWA 2â€ â€“ 20â€ 250 Water Works 250 & 400 500 ULFM 4â€ â€“ 16â€ 200 Fire Protection 250 & 400 500 Style No. Style No. Style No. Available End Connections (No Gear) Size With With With Range 2â€ Nut Hand wheel Post Plate Mechanical Joint (NRS) (no 2 Â½â€) 2â€-16â€ 7571 7571-HW 7571-P (3â€-16â€) Flanged Ends (NRS) 2â€-16â€ 7561 7561-HW 7561-P (3â€-16â€) Flanged End X Mechanical Joint (NRS) 3â€-16â€ 7572 7572-HW 7572-P (3â€-16â€) Push-on (NRS) (For PVC / SDR) 2â€-12â€ 7597 7597-HW 7597-P (3â€-12â€) Threaded (NRS) 2â€-3â€ 7057 7057-HW 7057-P (3â€only) Threaded (NRS)(With T-Head Nut) 2â€-3â€ 7067-07THN (With T-Head Nut) ***Threaded (OS&Y) 2â€-3â€ N/A 7067 N/A Tyton X Tyton (NRS) (For D.I. / C900) 4â€-12â€&16â€ 7901 7901-HW 7901-P (4â€-12â€&16â€) Tyton X Flange (NRS) (For D.I. / C900) 4â€-12â€ 7902 7902-HW 7902-P (4â€-12â€) ***Flanged Ends (OS&Y) 2â€-16â€ N/A 7068 & 7068A* N/A **Tapping Valve (NRS) 4â€-16â€ 7950 7950-HW 7950-P (4â€-16) M.J. Cutting-in Valve (NRS) 4â€-12â€ 7576 7576-HW 7576-P (4â€-12â€) ****Flanged End (Open Mitre Box) 3â€-12â€ 7211-O 7211-O-HW N/A ****Flanged End (Enclosed Mitre Box) 4â€-12â€ 7211-C 7211-C-HW N/A Style No. Style No. Available End Connections (Bevel Gear) Size With With Range 2â€ Nut Hand wheel Mechanical Joint (NRS) 14-20â€ 7571-B 7571-BHW Flanged Ends (NRS) 14â€-20â€ 7561-B 7561-BHW Flanged End X Mechanical Joint (NRS) 14â€-20â€ 7572-B 7572-BHW Tyton X Tyton (NRS) (For D.I. / C900) 16â€ 7901-B 7901-BHW Flanged Ends (OS&Y) 14â€-20â€ 7068-B 7068-BHW **Tapping Valve (NRS) 14â€-16â€ 7950-B 7950-BHW Style No. Style No. Available End Connections (Spur Gear) Size With With Range 2â€ Nut Hand wheel Mechanical Joint (NRS) 14-20â€ 7571-S 7571-SHW Flanged Ends (NRS) 14â€-20â€ 7561-S 7561-SHW Flanged End X Mechanical Joint (NRS) 14â€-20â€ 7572-S 7572-SHW Tyton X Tyton (NRS) (For D.I. / C900) 16â€ 7901-S 7901-SHW Flanged Ends (OS&Y) 14â€-20â€ 7068-S 7068-SHW **Tapping Valve (NRS) 14â€-16â€ 7950-S 7950-SHW Note: 2â€ to 3â€ sizes full wall ductile iron (per AWWA Dimensions) *7068A is Tapped & Plugged in â€œAâ€ Position (2â€ â€“ 4â€ = Â½â€ tap)(6â€ â€“ 12â€ = Â¾â€ tap) **Each size accommodates a full size diameter tapping cutter.. ***2â€ OS&Y Flanged and Threaded versions are UL Listed ****All other end connections available. 18â€ and larger RS gate valves will be furnished with either bevel or spur gearing. By-pass valve not required on gate valves through 24â€ NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 54 Vendor: 77720 SUGGESTED SPECIFICATIONS (Page 1 of 2) M&H AWWA C502 FIRE HYDRANTS 0 Model 129$ 0 Traffic Model 6 250 PSI Working Pressure â€” 500 PSI Hydrostatic Test - AWWA 0 UL / FM Approved GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502. la.test revision. Fire hydrants shall be ofthe compression type. with the main valve opening against the pressure and closing with the pressure. The main valve opening shall be 5 Wâ€™ in diameter. Fire Hydrant shall be ofa dry barrel. dry top design. The nozzle section shall consist oftwo (2) hose nozzles and one (1) pumper nozzle or other as speciï¬ed. RATING Fire hydrants shall be rated at 250 psi water working pressure. tested at 500 pounds hydrostatic tbr structltral soundness in the following manner: 500 pound hydrostatic test supplied from the inlet side. first with the rnain valve closed for the testing ofthe valve seat: second. with the main valve open For testing of the drain valves and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and ULFM requirements. END Hydrants shall be connected to the main by a 6â€œ fusion bonded, epozy coated mechanicaljoint shoe. Mechanicaljoint shoes shall be ï¬tted with strapping lugs. DESIGN The main valve seat oiâ€˜the hydrant shall be made ofrubber and be supported by a one-piece bronze top pla.te -" drain valve tnechanism. Drain valves shall be faced with rubber. The bottom stem threads ofthe main valve rod shall be ï¬tted with an epozy coated. cast iron bottom plate. sealing lower rod threads from the water. Changes in size or shape ofthe waterway {_hydrant nozzles} shall be accomplished by means ofeasy curves. Ezclusive ofthe main valve opening. the net area ofthe waterway ofthe barrel and the foot piece at the smallest part shall not be less than 120% ofthat ofthe net opening ofthe main valve. Hose and pumper nozzles shall be threaded and screwed into the nozzle section. And then mechanicaily locked to prevent turning. Hose and pumper caps shall be chained to the hydrant The hydrant shall be so designed that when it is in place. no czcavation will be required to remove the main valve and movable parts ofthe drain valve. Further. the hydrant shall be ofthe type that can be extended without ezeavating. Hydrants shall be so designed that. in the event ofaccident. or breaking ofthe hydrant above or near grade level; the main valve will remain closed. The main valve rod shall be made in two stainless steel parts and titted with a stainless steel breakable coupling at the ground line ï¬‚ange. The ground line connection between nozzle section and the barrel shall incorporate the use oftraffic ï¬‚ange. This connection shall be so designed that the nozzle section can be rotated in any incretnent of360Â°. The ground line connection between the barrel and nozzle sections shall have a rubber o-ring gasket to provide a seal. The operating threads ofthe hydrant shall be so designed as to avoid the working ofany iron or steel parts against either iron or steei. The operating stem and operating nut threads shall be square or acme type. January 2017 / M&H C502 / Model 129S HD Fowler Company Submittal Sec. 25: Ln 54 Vendor: 77720 suooesrao SPECIFICATIONS (Page 2 of 21 or-ssron (cont.) Operating threads shall be lubricated at factory with food grade grease (unless speciï¬ed to require oil as a lubricant). Access shall be provided t.o ï¬eld lubricate the operating mechanism through the top ofthe op nut ifgrease is required (or through a brass oil reserve plug in the side ofthe bonnet ifoil is required). The operating thread shall be scaled from water at all times when the valve is either in the opened or closed position. The operating rod shall be constructed ofStainless Steel and passes through the double "*0" ring seal in the one piece bonnet. The bonnet shall be weather proofand utilize a weather shield integral with the extemal wrench operating HUI. The operating nut shall be made ofbronze with a self-lubricating design. Hydrants shall be ofthe dry barrel type and hydrant shoe shall have two positive self-acting non-c-onosive drain valves that shall drain the hydrant completely by opening when the main valve is closed. and close tightly in accordance with AWWA C-502 requirements when main valve is open. The main valve assembly shall be seated in the hydrant with a bronze-to-bronze interface to facilitate removal ofthe main valve. should maintenance be required. The nozzle section shall consist of two~2 U2" hose nozzles to the speciï¬ed thread designation (NST or other. as speciï¬ed} and one pumper nozzle 4 laâ€ in diameter to the speciï¬ed thread designation (NST or other. as speciï¬ed). or other combination ofnozzle outlets. including independent hose gate valves. as speciï¬ed. Hydrant standpipe shall be ductile iron and single piece for all bury depths. All like parts ofhydrants ofthe same size and model produced by the same marurfacturer shall be inter- changeable. Hydrant shall open by turning to the (left or right). Direction ofopening to be permanently marked on hydrant bonnet. Threads on hose and steamer nozzles shall be National Standard unless otherwise specified. Size and shape ofoperating nuts cap nuts shall conform to National Standard unless otherwise speciï¬ed. Bury shall be (specify depth ofbury) measuring depth from grade line to bottom oftrench or connecting pipe. Auxiliary shut-off(isolation) gat.e valves. when required. shall be ofthe same manufacture as the hydrant. COATING The inside ofall hydrants shall be coated in accordance with AWWA standards except for bronze and threaded machined surfaces. Exterior on hydrant nozzle section shall be painted Fire Hydrant Red {or as speciï¬ed}. Hydrant shoes shall have an interior and exterior thermosctting epoxy coating of5 to ti mils meeting AWWA C-550. MARKINGS Hydrant shall be marked with the name ofthe manufacturer. size ofvalve opening. direction ofopening and the year ofmanufacture all in accordance with the AWWA C-502. Country oforigin to be cast on all major hydrant castings. SOURCE Hydrants shall be M&H lvlodel 129$ HD Fowler Company Submittal Sec. 25: Ln 54 Vendor: 77720 MQI-I Â§-lid" MUDEL I293 FIRE H"'|â€™DlilANT rrcrn so. orv. DESCRIPTION r\IAT'ERTAL T _n. _'vl'EA'Tl|ET{ STHELD f'AST IRON ASTM A-Ila,CL.-SSS B 0 Q0 â€˜I- n_| FLATHEADCAP SiTlil:'W l-'1-I3F112" El-EI'lI.â€˜TR.'[TIIIHEI PLATEDSTEEL .._d _| _ï¬‚P'ER.ATTl'~i(iNLIT BRASS .-â€˜TLL-l__l"â€˜r' LYHTRSU E_'tt3H.TtlI-'{'H4'-l=l'|'l'l -T- _| â€˜ii-'EA'TI-|Ii_RF'Rï¬‚ï¬ti-'D-RING#33] El"D?'r-1 _.l| n_| Hi_lIT.Dl'J(]'\\"NNUT H-RASS AI.l.'l'_}â€˜r''['l.i'.'T.iS!J CTi.'it':|'llIl tI_â€˜l~l4'l-Tl'lIl Q IF _-. SDCHTIT llF.ADSET SURE'\-'v'.Ht'_'lLD [ICE-T.-"~l NUT ill-SSTAINLESSSTEELT"i'Tâ€™E E -J n_- THRLIST W.-"rH-T-[ER Nâ€˜r'L(JN DIS Hrl'll'~i"JE.TWIT]-I'l'.TTl_ FTLT PHRT â€˜EAST Tï¬ï¬ii AST|'vl A-I213.CTASS Fl Q _- IJIL ILL-SE."v'l[lR PLLTG I-'4"l'~lT"T BRASS E-J: Iâ€™-J RU '[_.l-_T~l.l f?_;_ll*l____________________ P.l.__|l"-TA_ _.-N '44 T-TTITEELE SEETTON "STAl\1D PTFED=TllN-IS.=r3'-â€˜tr BLINA-M -1-4.._â€˜|._ I?â€˜ l:T-T_IlT'-JÂ»-'l;'-'1' --'N(Ji'HLLCAPSli."-RISE-â€˜S 1-'1-Til x1-l.~'-1" ELE1â€™_."T'i~â€˜.'T_JZIl"~r[' PLA'l'lEDS'i'IiI_-L -'44 lir- H1l'll'~r""-il=.T .-â€˜NHLâ€™-I FNUTS I-"3-I5 El.-FCTRDIIHC F'I.ATED STEF.i. I 2 IIUSE Zâ€˜-JLI-ZZLIE l.'AT-' r'nsT llttth .-tsnvr A-lib.t't..-ass e .-'41 1 PILTMFERNULLLECAP (IASTTRUTH ASTMA-llb.'LL.-â€˜tSS l.-T l4â€”T â€œ -5"- â€˜TI.- }i_osE a_o'zzr.E carcwsxsr RLIBBER ASH-Tl'Il3lIl_IfiI_!l' .-â€”-1 _- PLIT-lPERNEL?'..'-I.LECATâ€˜ T.'iASTi.E'T Rl_ll.tBET-2AST"t-l LTZETCITT -I3 Iâ€™-J HTISE STFI-?'_I[.F.1-T-'1" Fl-RASS AI.[.'l_.lI"r''T_'liTT!iiSiJ E'S.TT:t'li'I-'("S-ll-T-l'lIII l6â€”l E _Tâ€™LlMl"ERNUZELE-i-l"I" BETASS ALLCl"r" CSTS50 CSSHJU-'(â€˜ti-14lIHIl . "iÂ¥S'@ 3] J J'- _5'i'}ii'l'i.1-i'| Hl-..~â€˜tlJSET SL'Rh\lr'.l-IUSI-Q LTILIlLl:-I'l' E-Ill?-.34.1-â€˜-l 5'i'AlI'~|Ll:SS S'l'l*.l.-lL UR HREJT"h|'ti.". Lâ€˜L""""-..~ II _- -SUCHET HEAT}SET SCHF.'I.lv'.PIJMPER L-J'T_.7TT.ET Till]-.iliilr-1STATâ€˜-ll.ES5 STEE]. UR HRH?â€˜-.'I".E it H '\-J â€˜IIDSE '2'-TEI-ZZ.LE E!-RING I123-1 El-LINA-N I-T |_| Pllh-TFERTâ€˜-l[Il.'-I.-'."1T..E.G-RINGT-FESTT H-TJNA-N Tâ€˜1 24 _; STAINLESSSTEEL.LÂ§|â€˜PE.R REID 3-04STAT;"~Ti_ESSSTEEL 20-2j 4 â€˜S?i!lL,T-..a=r~.. "'â€”>."l--1-â€œ-;Q'_i"'JÂ£ E _4 lâ€˜.â€˜r|S'l'.-5r[-LA'l'I'[']N TAG EIT1 \_n "'5'"T-ItITTH t'HAlN ASST-IMFl-[."r' I-II.E'['TR.{TIll"-i[' Pl.ATl-ID STEET. Pas...2-1-â€˜9 r 2? "CIIAIN ELE'E'TTtDZINC FL.-â€˜tTE[1STEEL 2-2 T .1 Is -â€”-.|-a rrozzte szc"|"ror~r tns'|' ores .tÂ».s"1'r.rA-l_2n._i._TLAS':ia .3â€˜-l _ST.A_T_lâ€˜Â§-lLE.SS_STE._E]_.BFlE-_-â€˜rIii_C1[l-_T_.i_Pi.ING_ 5-T-'?~.T7?~'.l;E55.5T.E.E.L.-"~5_Tl~T A liâ€˜5l'll.'5|i'~'?\T3â€˜E--in '5' Lil] .r:- 'L"Lli'\-"lS l-â€˜IN -1-ll]Ct]LIJ URA"Pr-â€˜NS'l'AlNL1_'5iSS-'l'l_â€˜iiL â€˜II-* S)@@S)Â®Â®Â®@ In3| Tâ€™-J Ri'3_T;Â°*_lï¬'EE'_F_'.E!â€œ_ _-._ WT"-rlSTATNl_.F_SFiSTEEL Â® â€˜I .SAFET"r' FL.."tl"~iICiE. TITULTS .'i-â€˜S-I I x4" ELECTRUZINC l"â€˜LATEDSTEEL 33 I Srrl-'E'l":' FL.-5.htIiE nurs5.-s-|r ELEC'i'FtU3-1'.ll"~C I-â€˜LA'l'ED S'l'Et:L â€˜r 34 fa! _*i.iâ€˜-_E'Â§T?!'..E'..-i'slâ€˜i@E-...... T.-T.'?t.5.T..'lSâ€˜7i'.lÂ§"-;f't.â€˜~it.T."'_l_*â€™t:.'.3iir.S.i;-5.Â§.5.-E $11??? *3) _| STANDTâ€˜TTâ€˜['1 LlPPEllâ€˜. FLANGE T'JL|l."TTLE IRON ASTM A-536.GRADE Tit-50-ti} @ 45 EH3 _| :STANT'.|FTl'-â€˜ESl.lT-T-ASST TIlTJ{'TTl.E IRUN FIFE STâ€˜ _| -STAll"~li_.ESSS-TEE!.TI]WT-TR STEIN fl-TT4STATNTT-'.SSSTF.FI_. Qt 32' 3E â€˜J1 STTUE HEX HULTS 5.~'S-lI x3" T!-tiSTAINLESSSTEEL T"r'Tâ€™E E 3â€˜? _| _sTar~rn1=r|=r|.owr=.rr_ Flanon nt..Ir"r|t.r mow r-.-__'r_|'_M x_-s,tg._oaanr '."t'i-SI]-il5 ei d 1| 3:. STICIE |lE_.'lriNUTS Sill-II ill--SSTAINLESSSTEEL T"â€˜r'T'E E O I ii Q::F;. ..r.'â€˜Kill 4| -J -DRA]N "|."AL'\."E FACTNti RU!-T-HERS-1|!"-'.l-I SPT-IT.HT}. EDT] ill â€˜DC .T_'iZ*.|.'_|â€˜.!t-iâ€˜-.T.l...Tiif'rf.ETÂ§i.. P-ET.-it-.|.bi.Tfl.5_~"i.5_T.ti.E.l.- 43 _|. TLEH-'-â€˜ERSTEMPIN 3-"trxE-l."t'I" tit-3STAINLESSSTEEL T"'r'PE E 44 |_q SEATl{IT's"T.i ALlJlâ€™t-llINL|M-BRTJNIEALLITPrâ€™_-'tSTl'~.-I B-T-illT."i.|'SST.lT.l- @ =15 |_n. SEATRINGl_-'T'T'ET\â€˜.D-RING NSF:-l BLINA-N 4'5 -J DRA]bi HULE LTLISHTNUS I.-lii-T.Ll'NÂ£T_'.A.Sl'I'v1H435 35 4? SEATlitll"r'Gl..-t'l"Aâ€™ER H-RING#155 HT-|N.A-N All |_-.1 R.|;T.-"til"-l|_'lit Rl'\liÂ§_li_h-Ttllâ€˜-IISr'.'l-SS Li-L|l'\lA-N tiâ€˜? |_- Rl;"T'A[."~lER .l~â€˜.1I'~l-Li BEL-it':i-SALL'TJ"r''T.'lSTS_â€˜i|IIl L'T!l3I!â€˜:T.lTlI.-'-l'_"li-T-1-T.|'lIl Slit _-. 'LlT'PER it-â€˜AL"v'E PLATE aEliTtTTiF11]airttav.=5r;.rrtrav;tarttt-irtrasse SI |_n â€œo-rnnc.rowrazoostar El-LINA-N 51 _- TvTAl=â€™~Â£ "r-'A[.â€˜r.-'l-'.SEAT H-LTNA-N st _-. _Lt'_}'t-'r'ER â€˜T.-'ALâ€˜vE F'L.-"tTE LT_â€˜ltQ'l=-'.lN'El'lA'ASlTE-R rs.'risT.Â»nr~rr.|zssSâ€˜l'EE.L rvrs |=. S4 LLW|'El~â€˜.â€˜tr-â€˜ALâ€˜T-â€˜EPL-â€™L'I'E -L'ASTIHUN A':i'TMA-llï¬.ICLASSH SF _||_- Sl-lOl=.- M-L [Tl.l'[TI[_.F. TEETH ASTM A-S36-.GRADE '.I't'l-f'l'J-ilI5 ill MEETS OR EXCEEDS AWWA C502 250 PSI WORKING PRESSURE AWWA eeeeg Â®Â®Â®Â®@@Â® 200 PSI WORKING PRESSURE UL/FM 500 PSI HYDROSTATIC TEST PRESSURE _ _ nï¬h - â€˜T r4.-.._.â€˜.3.___ 111''=B':0'-I---*"' ~t._./1-â€˜S?-1â€œ!!--------clâ€˜-. _v-r .zl_/L- |\|s|= @g 9 Q THISIJ-W5.ANDMLIHIGIMATTDHISGUIFICtIP!l'l"|'ANDSI-lAlLHUTB!IJSIEI-.CDHED.GIIEPIHJDTICEIIIWIHIDUT '|'r'I.Tl'l'B~lCONSENT.DESTGHlrHDIIWETTITTD-HIIGIIISRES-HVED. Â»ww=~@r~r=wÂ»~v~<- SSTEâ€˜ Â°3iOâ€˜5/20'? & COUPLING. OIL FILL BONNET ursisriiiiiiiiiï¬aame "O" l:lâ€˜l- l -T Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 56 Vendor: 72810 3__n__1____â€œ____~_Dam=5E_$___H_Mgm______w_m_____m___h___|__H__|__Df;__:_D________DNN_m_ï¬‚_____<gm:____u______:_____sg_m___â€œO______U_Â£ï¬_<______@W5Cm}n____O__n_{EEmm___n_jm_g___m__$__<mamEmIOMQ_|__U_|__Pj5EOOCU____6Qm______$mm__E___5________mE__HÂ£m__m___Q__j_uM_â‚¬___DNUmagm____O_m:D0259Baaï¬‚_l____m_M____l_m__OEDg_U_mDa6_wQmmg:mmï¬‚giESQQQHggiaUmm5__Nm_Um__5_w_8_$_nm__m___D____E_E__S_3C3_|_|:__wUDIJEQEQO_m__UEqmï¬ï¬::65___w_Â§_a_ï¬‚mamqEmmmmxmï¬32$â€œD;_m_jg__m___m_m__m__m__m___m$m_______W__ï¬___w_H5_:_g___E$_â€˜_â€˜__m__ODDQ5_$_QIOE@___m__=53m__@gm:Evï¬‚m___w_m__H_m__U$_m__n_m__U_5_m_E__l__m$$_mï¬_2___m__300m___m____a_w:mn_:5__m__M__D___â€œ50n__N@n_m_ï¬‚_m__UH_gm__um____*m______m__mm_E____________35::m__m_<_ORGÂ§__||_P|mmNmâ€œMymn___mUH____Q_m__w_n_______:___mÂ§NE____a|__<_U_w_EmO_m_$5O__Nm__momjm$3_U___wm__Jn_5___â€œ____L__*m_$__CÂ©m__D_C35C_j__MGEEQ<___<_m__C3__Ã©3__Â§_____$_"_D_m:mamman_â€˜_______Â§_m_m__m__g3_m_ï¬mï¬mï¬_E____"EmaÂ§__Â§_mg:_m__:_g____'_m__Emm_%_U$HgOQ_Nm__QgmBmam____UHN_Ggmzm%m____â€˜_m____H_ODm__hQm_C3_;_3A_.__m_.___â€D__ï¬‚___WONE_6$_m3DÂ§_V_m____g_Ng3m_m_AB$H_O_mEm_E__________T__5____$_JO_|__HD__an____$n_DD:_u$___5m_____m___J___w_Â§$m_n__m_ï¬_g$3_m_____m____n_OED_m_3m___w___$_______m___#m__mï¬‚C___Q_:2gmD30H_|__U_|_>_;__Wat=5WQOCEQmï¬gï¬‚__m_I____U______N_m_U_mO__H_O>____OzW_U___wg_m___1I>I_Â£Zm___OZgm__w3_â€œ_N_|_<U_";Z___Imijmï¬ojOOZZ_mO____0Zm_Um___jm:m3Iï¬__m_Â£_gmEm_ Umâ€œUammcï¬mg_L_MZI\omU__M_n_m____'___â€œ__\MUD______Â°__E___6_<_>_Um_Iâ€œ_____â€œ_____h__zÂ§mm_Z3o2205Cm) 355%mag:vR__â€˜m_:HUm?Umâ€œn_m<%Â©:m:_:O_OO_j6%:Emasmï¬os_U;g;$Ã©3@ $3Q:ZIago_m__m_m__O__N_HÂ®3__m_Â®_U>QQWEU_|_E$2E.____m_____:QB:___a_>n_m_U$_HEHUgom20â€œX mg2â€™_:_u__??_> m_m__$QÂ®â‚¬m_EAMVwÂ§N0%m____QmmOm__U_Â® inLU:5__mHm_;____3___Hm:___m_mZI_Â§__I 5â€œInmu}___U_ m_H__H__EH_______U GU:1|___________F ________ Em:S_/__|_mamâ€œ_g_I X _â€œIE_ "Wm_ __ï¬____WE _____"'F H_n_h___H_|{|1l__ï¬g_'_b___H_m_U_Hm___ i_N_______m__mi. ___ï¬_â€™_I_______|__â€™I_Hï¬in E____ILL I Illllllljlrfrilâ€˜l_|_|_||lljlf /HV | Iâ€˜I'll|_l|_||IIIIIIIi ______m__w__Hmnmmammmm_$_ Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 60 Vendor: 65800 HD Fowler Company Submittal Sec. 25: Ln 60 Vendor: 65800 HD Fowler Company Submittal Sec. 25: Ln 60 Vendor: 65800 Connections Double Clapper Siamese Connections Features: â€¢ double drop clapper with (2) pin lug swivel inlets provides required 500 GPM minimum to minimum per inlet) â€¢ exposed Fire Department CConnections â€¢ 175 PSI at 70Â°F (21Â°C) â€¢ â€¢ U/L listed and FM approved back outlet Outlet (2) Inlets Cast Brass Branding Price Female NPT Female Part # 2Â½" NST(NH) AutoSprinkler DCS4025F AutoSprinkler DCS4025F-P 4" AutoSprinkler DCS4025F-C StandPipe DCS4025F-SP No Branding DCS4025F-NB 3" NST(NH) AutoSprinkler DCS4030F 4" 3" NST(NH) AutoSprinkler DCS4030NYFD 2Â½" AutoSprinkler DCS6025F 6" 2Â½" NST(NH) StandPipe DCS6025F-SP Dimensions Size A B 4" x 2Â½" x 2Â½" 12Â¼" 6" x 2Â½" x 2Â½" 10Â¼" 11Â¾" 4" x 3" x 3" 10" 12Â½" 6" x 3" x 3" 12Â½" bottom outlet Outlet (2) Inlets Cast Brass Branding Price Female NPT Female Part # 2Â½" NST(NH) AutoSprinkler 90DCS4025F AutoSprinkler 90DCS4025F-P 4" AutoSprinkler 90DCS4025F-C StandPipe 90DCS4025F-SP No Branding 90DCS4025F-NB 3" NST(NH) AutoSprinkler 90DCS4030F 4" 3" AutoSprinkler 90DCS4030NYFD StandPipe 90DCS4030NYFDSP polished 2Â½" NST(NH) AutoSprinkler 90DCS6025F 6" StandPipe 90DCS6025F-SP 3" AutoSprinkler 90DCS6030NYFD Dimensions Size A B C 4" x 2Â½" x 2Â½" 11Â¾" 7Â¼" 6" x 2Â½" x 2Â½" 11Â¾" 10Â¾" 7Â¼" 4" x 3" x 3" 12Â½" 7Â½" 6" x 3" x 3" 12Â¼" 7Â¼" â€¢ â€¢ replacement swivels can be ordered on page 581 Dixon Fire 2016 877.712.6179 â€¢ dixonvalve.com 33 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 67 Vendor: 65800 296 HYDRANT BASE 702 AUTOMATIC BALL - Inlet; 6" 15U# ANSI ï¬‚ange DRIP DRAIN VALVE - Outlet: 4" 150# Al\tSl flange Drains ata rate of 2E3 gprri for opto - Hydrant outlets: Four 2.5" male 20 head ofwaterwhen pressure drops outlets with caps and chains below 10 psi (standard) or three 2.5" and one J75" rnale inlet and outlet 4.5" rnale outlet with caps and â€˜Mounts horizontally chains (optional) cast brass C0lâ€˜lSIl'UCIlD|" - Cast iron construction aood for saltwaterapplications - U.L. Listed {only four 2.5" outlet _.ength 3 version} â€˜Weight E} T78 lbs - Finish: red urethane enamel - Weight: 71 lbs. ~ X-86 or B-94 values may be ordered for any ofthe 2.5" outlets I ul--l _ *,-I\-n.iIâ€”- I 'l.' it >14-ii 84 BUTTERFLY WAFER VALVE ANCHOR KIT - Cast iron body with #316 stainless steel upper Portable monitor (PIN 81460001} and lower stems _ Heatâ€ dun, Spme - Pressure rated at 250 psi _ M_=_-.,||ei ' 593U595| I5 EPDM â€” Setâ€™-contained portable bag - Standard handle features 10 locking positions - Optional handle is gearoperated - Size: 3" (11.3 tbs.) or4â€œ (14.3 lbs ) â€” (specify) - Thickness: 2" ELKHART BRASS MFG. Cfl, INC. Ii 800 345 U250 1* 1 5751 295 E330 I FAX ST4 293 9914 Ii WWW elkhartbrass ccim Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 15: Ln 19 Vendor: 84175 inO<_m_~QWLQD__Um _ggg2__H____Mho nogwgzmzmï¬E_m_m__:_mw__Eg_EM___u___â€™_Uh__g__g_â€œâ€œ:9â€˜amthnï¬mmmxmï¬gaï¬gï¬m_ * m__ pg__ %_ IImV\|% pa65%__FPOF*"L F__________ifM% 1_ 65%I $:_8|_I iilS_M_mm_"?_Â£_sT_<___m____?____O_U @ mZ(__bi? Q_;U 2%_h_ï¬FU|:%D _I68% 1% Â§u___m:mG_an_Z:__n____~_1nrï¬‚Hâ€œ__#__1_ï¬‚_|__=_2_|___:__U__qI:1_____P_"___â€œ______n______|__5?j_m_u_:__u____Â¢_____:1E______Â£__:F_____________H__Z:_in________J____ï¬‚J__~_;ï¬m_:?=Â£_H-H3__;______H_m__m_:____m_Hj~___2_E___I:___HE:_I___h___________â€œ______|__J_Â£_______â€˜__m:__|_=_%__________â€œ___Â£__;____________|___:____m:D_;_m:_I___â€˜Inï¬u__2D_m_=_}__ U_I: __m________________â€œ___|H IU_|_mï¬g_U_}mg: um3 ____8 h____HwO EgymH_E %w%mHhMHï¬‚W_W_m_ï¬‚_m%ï¬MU"xmnzm__G_noHm5n__"_,_mgramP25S<_m___" >n_mH_N_E_O7__~m{gagâ€œEm_u__PwwHEIINDEl mO<m_N1O_U(___m$__ ____Em___w__â€™ __mo:___ :U7m w_U}_'mâ€œGâ€œ__H__U__mm{_M__D_z5555;n}__mÂ§E_2m_Tm_~_Â£_Zmmlmmq __%_~}_U }<h__%1'llE U;_U_m_Mm______ 1'Eli8% Spa _wQ ____U;ngcï¬mm_|__U_'_m mE _n_Z_mT_mm_______m__H_m_O__U?___{_m___G_U$__O_?______5_7___U_S_ï¬_w_____m__"__|_H_H_w__'h_vMw'm____h_____mDEE__H_nâ€™____M_H_4__n_MM_uï¬‚Nq___mn_%_2|_w$_â€œ_EC__m____â€™_zygï¬‚wwrllï¬‚ï¬‚_â€™___:m_~â€œ____â€™_'Dam _____â€œgm:23â€œ___ï¬__U__g_H_E\__$â€œ|_}z_m__mï¬_Nï¬‚ciIâ€EHHU_U______'__m Cam_wn___ID__w â€˜YO_|___H_Em___E____Darimi_Â§_m_rmm_1;â€œ_:_GS_ 929%\ | Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 20: Ln 39 Vendor: 84175 N00 go _ >> TMI 38 _| 2mQ___O_/_>|> @h SNGQGOI __ Smmm 8: 2% l|lâ€˜l_ I L @L_OO 1WOI_E1_J_wUâ€˜mg_ZUC3_ï¬‚Em\m_wÂ§_<__Â§ï¬‚_wâ‚¬:_IOC___â‚¬E%H_wZ_m___Im_"__w_Â§_mm_OZEmENOUCO]:OZQâ€œ_Zmg_zUCm;_mm\w_Â£>z__OÂ§____>W]_,>72U7}/SZOOF>m_m:5>Him]_lI_m_Z_HOE<_>]_]_OZ<<IO_L_mM05OOZ]_l>_Z_mU___~o_u_h_m;_~<_u__ï¬‚O_____wWâ€˜_)<_ZOm>20ooz_â€œ_U_m_â€™___>_ E>Umwg_3_O_/_OhmOOWML mo};U0mm/\_m_O_/_Z9_Hmâ€œQ/rmwlmmU_~><<__/_O_OT_ _â€œW@ _n_Z_mIgm_N_m<U/>\O_Oogzmzaï¬‚_/_O_ cum>Z/[K_S>A_m_~_>__>5Uzm*_zâ€œ0_>_U_0__Ox_O_UÂ®:>_/_QmmH"_o$50N25U55>59mMWm7w_mrÂ§_ww%o2>_%_O;_ugvEmb_Q___a____&\%___w__E__~:_____\_ Q__Q<___O___12U_N>/5/__>25_ km o__Â§glÃ©lgÂ§___6_860:052:Bi:_Kwow_â€œwgwwlg EggUgg/ZÂ®rm:O__an3Â°: ___O_|_%>7_O_w_ Mï¬‚wmwmmmï¬wW/<%wm_Nm%P1mMUHÂ§__<>__<_mâ€œoxmamï¬g Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 20: Ln 40 Vendor: 84175 1|76:9â€œ[|iWja__l__ GOId F > @ 1â€˜â€˜JS08 __â€œOHD} $202>|> 1|[JS@_@@___ Say; SN?â€œ _____A__ L |_|_|_ :8 1WOI_E1_J_wUâ€˜mg_ZUC3_gm\m_wÂ§_<__5_ï¬‚_w<<:_IOC___â‚¬E_____,_wZ_m___Im_"__w_Â§_mm_OZ_ï¬‚_mENoUCO]:OzOm_Zm_1_zUCm1_JEmm\m_mW>Z___OEU__>72___>W]_lOWOF?/SZO>m_m:5>HIM]_lI_m_Z_HO_HC<_>]_]_OZ<<IO_L_mMOEOOZ]_l>_Z_mU_v_~o_u_h_m;_ï¬‚<_u__ï¬‚O_____wWâ€˜_)<_ZOm>20noz_â€œ_U_m_â€™___>_ 500 _| h OD:>Ummg_3_O_/_<UzmmE wO>_|_wU0mm<_m_OZZ9_mgrmHmU_~><<__/_O _MWN 1_Z_mT_gmU29Ooggmzau_/_O_ gm/1%Â§g_>r-gmmo__w8%umH\W/AU_N>3_ZN>_U_U_OX_>__ï¬‚_QmwuO83MO":Wï¬‚wmgmï¬ormwwwoo3Â°:>50â€œâ€œEm>_U_Â§_E:gw_Â§___Â§___%\%_s______â€˜______\_ 92__Â°__U_N>2_/__12_ >m;>>2â€œ 0__Â§Â§___6_Om\Oo\;3%_8|Â§|@_wow__â€œTQXHq_w$ww|2K >ZOrmm%_Mg\]_/my ___O_|_%>7_O_w_ U_7>_mZm_OZm<>__<mÂ£5â€œ>mmE/__|_m$____o_u__Z__m__woxO____|__m_N<<G_m_ZQ__mm%_mn_1__mU_ OU15___ go 2|__m_m_O_H_ _N_m< Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 20: Ln 41 Vendor: 84175 mUh_ 1||_____Sam 69$_LwiwSmogI @_$__m_gL1% I.% L_b___mLI J3_Pll /_â€™__ J___| Â§H__%_H__DOmg__mZ2_UÂ§Â£_zmmm{__w__UzEn_EÂ§_~_ï¬Hï¬E__m__ï¬‚__bÂ§ï¬__Â§_M_Hï¬___FPE300%UmÂ§_3_Oz_Z:__________)__â€œE___:____â€œ______ï¬‚_*__â€™____=m_~___r___=__gmUm5___:__â€œ_________Â£___ï¬_________d__â€œ.__J_____â€˜:____U_J_â€œ_%__T____H_____I_â€œNm________z_U_2;______H_z_mI_Â£_:1________â€™____:____m%_:_w=_____Â£mm:_n_"U___________L_m____GH____E______m_____=_3__â€œ_n__m________â€™__an________u 7|__m_n__ QI_|_m_______m_~____ _I |_| mmgoz}|__P NR5 â€˜_U_m}{____z_____m_____'____Fmz}__S_ï¬‚â€˜Ira_â€™___}n___@______tâ€œ_____â€™__Dam_}__|___H_|_r_m___H_______1ï¬xDm}q1_}ï¬m__rm:_uâ€œ__=____â€œ_H__1___E1__}g__uK_U_UÂ¢:Em_u_n g___U5H__E"_H__E________H___=Q_=hH_2_m_â€œ\_%mï¬a=H%Q:__\m:_;_u_D_{__Â£HEm E|Â§'&_E%__"___"_EH____i___;D__32%m__Â§__hmD%__E|Â§T_m__j~Â¥Ill.â€˜I _|L w__mm_ï¬__H_"uD__Um_EngMac:_U___{__w 5:mm_â€™%__nmuUmmuUE_mZm__U_EwM__ï¬_â€____p__m_mEaâ€œ:â€œOFgram_Z____________<_mUHIm_Â§_mm_Zï¬Imm____u_M_u_mn_1_5"103EEO _M H}_|mQ__Ewig "H? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 47 Vendor: 85870 FIELD LOK 350Â® GASKET 2018 EDITION P3 BBBDlP.PlPE FIELD LOK 350@ Gasket Restrained joint pipe and fittings are used in pressurized Ductile Iron pipelines to prevent the joints of the line from separating dueto thrustforces. Thrust forces generally occur atchanges of ill'|SliltlNllWl BlItilt2l.1l Standard tor direction in the line. Usually, a calculated length ot pipeline extendingfrom the location of ltulzber-Basket lointsfor Ductile Iron thethrusttorce is restrained in thejoints so that this force can betransmitted to the soil Pressure Pipe and Fittings. surrounding the line. The entire pipeline is often restrained for installations in poor soil orfor crit- ical lines. FIELD LDH 35D Gaskets are avaitable in rl"â€”2it" sizes and the pressure rating is DE. P'peâ€™s FIELD LDK350 Gasket has proven to be an extremely successful. trouble-free means based on the performance requirements ofjoint restraint forwell overone million Ductile Iron pipe and fitting joint assemblies across of ittlSlitttllWA C111iA21.11. North itmerica. By simply inserting a FIELD Ltllt35D Gasket into the socket of a IYFDN lDIttT@ Pipe, Fitting or â€˜ilalve, restraint is instantly achieved when the joint is assembled. Stainless steel locking segments vulcanized into the FIELD LDH 35D Gasket grip the pipe to prevent joint separation. FIELD LDH 350 Gaskets, utilizing patented improvements, are rated by U.S. Pipe for operating pressures up to 350 psi â€” a rating that now matches that of Pressure C-iass 35D pipe â€” giving the engineer and user new flexibility in designing piping systems. Â® Underwriters Laboratories lists the 1l"-2!!" sizes for 350 psi. Factory Mutual, utilizing a safety factor of it, approves the ll"-16" sizes for 25D psi and the 18"-24" sizes for EDD psi service. With the use atthe FIELD LDK 35D Gasket. push-on joint Ductle Iron l"tTDN JDINT P-â€˜pe or Fittings can be quickly and securely restrained as thejoTnt is assembled. The restraint provided shall be a beltless. integral restraining system and shall be rated for350 psi in accordance with the per- formance requirements of ANSIiilW'Iâ€˜tk C1l1ih21.l1. Field cut pipe are no longera problem to restrain. No pipe surface preparationâ€˜ or grooving is required forfield cut pipe other than the cut end needing to be beveled as required for any pushâ€”on joint spigotend. With the FIELD LDH 35D Gasket in place, thejoints are restrained without thrust blocks. bolts, grooves, rods, clamps or retainer glands, resulting in savings ot labor, material and time. l'iltl.lTItItl: i.i..Sâ€˜. Pipe does not recommendHELDLDK350 Gaskets foruseahoveground. Fhe tong-terrneffectofcjrciicaimoverrrenfscan hegraduatjointseparation to thepoint thattheseat on thegasketouttr iscompromised. Sources oicyciicatmovements inctude vibration asmayhe toundon bridge crossings, andthermaiexpansionandcontraction resortingfrom atmospheric temperature changes. These conditions arenot experienced withburiedpipe tines. *See note onpage 5regardingpipe with thicir coatingsortape wrap. FiEttT'tDit""", FiEt.i.?tiftii350*â€. FTTUNE, TFFONititillimâ€˜ and FRâ€˜FtEX"i' are Registered iiradernarks atU.$. PipeandFoundryCompany. NOTE; itspecifiers andusers hetievethat corrosive suits wiiibeencounteredwhereproductsare to ire instaiied. pieaserotortoritIr'Srlrâ€˜rllltâ€™l*liti l'IttI?5f1l2i..5 Polyethylene Encasement for Ductile Iron Pipe Systems iorproperexternaiprotectionprocedures. Pressure Hating; The working pressure rating ofthe FIELD LDH 35D Gasket Restrained Joint System does notexceed that of the working pressure rating ot the pipe in which it is installed. u.s. PIPE FIELD Lox sapâ€ ansulsr also-pen FiE~"5E'3' "13 5 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 35: Ln 78 Vendor: 90850 ZURï¬‚_ Model 95OXLT WILKINS Top Access Double Check Valve Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. A test cock plug is provided to protect against fouling caused by insects, dirt and debris. Assembly -"'â€˜h râ€” shall provide protection where a potential non-health hazard exists. Standards Compliance [Unless otherwise noted. applies to 3.14" thru 2" Horizontal) Qptiq|-|5 9 Llï¬tï¬d (VE'rtlCH| ï¬‚DW'Up:1 1.44" thl'U 2") ï¬suï¬‚ixes can be Cï¬rnbined} 1- .APMOÂ® Listed |] L - less ball valves " AWWA Cï¬mpliï¬‚nt C519 |:] FT - with "Fast Test" test cocks I CSAIS Certified {Vertical flow-up:1 11'2" St 2"} - with union ba_||1ura|'lu|'e5 ' NYC ME-"3 425'39'M VUL 3 |:|l:| cor: - with bronze "Y" type strainer I Approved by the Foundation for Cross Connection Control and Hvdraulc Flesearch at the University of Southern Cali- fornia (BSDXLTU: 314" & 1" Horizontal] Materials Accessories Main valve body Cast Bronze ASTM B 554 [:1 Ftepair kit (rubber only} Access covers Cast Bronze ASTM B 554 [:1 Thermal expansion tank {Model KT) Fasteners Stainless Steel. BUD Series Bronze wve strainer Elastomers Silicone (FDA approved} IIHII QT-SET Quick Test Fitting Set Buna Nitrile (FDA approved} Polymers Noryl"â€œâ€˜. NSF Listed Spï¬‚ngs Stainless steel, 300 series Test cock cover Plastic Ball valve handles Stainiess steel Features Sizes: 3!-4", 1", 1 H4â€œ, 1 1112", 2" Maximum working water pressure 1?5 PSI Maximum working water temperature 18Uâ€œ'F Hvdrostatic test pressure 350 PSI End connections Threaded ANSI B1 .2lJ.1 _ \'Â¢. =| gigsâ€˜ J ! â€˜iâ€™ S - I = I.. Feaibelg} â€˜T Q .r'-â€˜H. i_is -IÂ®I at-I i-i '- Fill %: â€”1â€”_ on~11 %_l__-_ ITI---â€”-n E") "IU A G Dimensions & Weights (do not include pkg.) DIMENSIONS a roximate) WEIGHT MODEL A UNION B LESS LESS WITH SIZE A BALL BALL C D E F G BALL BALL VALVES VALVES VALVES VALVES ll'l mm in. mm in. mm in. mm in. mm in. mm] in. mm in. mm in. mm lbs. re lbs. kg 3:4 2o 13 â€˜ss0'145neâ€˜3s4 esr4â€˜222P2:-vs so 25:16 se_s5r1es4 3:4 19' were B44314 1.6 6 2.? 1 25 14 assâ€œ 153l'4 P 6314 222 2112 64 25116 59 35116 B4 314 19 â€œ 19314 562 B 3.6 1.2--5.4 1114 632 199516 499 215131E PM 549E163 31414969 4 9 '10;-3 SSIB 921343139"I 191919119169 33! 24 314 W629 S16 is 22 10 1112 46 26 5116 516 22 5116, 56? 13 314 349 5316 13? 3516 92.4316 111 15116 3312515116 659 16 T3 22 10 5e___21 3re___54a_231r4_se1 1s3r4_34e_s13r1e 145 ssrs 92â€˜ 4 are 1119915115 as _ 2a ens _?1e_1? ?.? 29 13.2 Zurn Industries, LLG I Wilkins Fiev. D 1?-4? Commerce Way. Paso Robles, SA Ll.S.A. 93446 Ph. El55-BEâ€˜-Elâ€”9BT"6. Fax B05-233-STBB Date: U15 ln Canada | Zum Industries Limited Dï¬cï¬‚mï¬m N9 5F'9503"q-T 3544 Nashua Drive, Mississauga. Ontario |_4v 1L2 Ph. scs-405-s2?2, Fax sos-405-1292 P"'1-"Mi '15- M049â€˜ 95i13â€œlT www.zurn.oom Page 1 of 2 HD Fowler Company Submittal Sec. 35: Ln 78 Vendor: 90850 FIOW C|13l't:'lO'|IEl'I5tIOS <9}Rated Flowi'Â».::~a1ul;rIi.~'r|tr:r_Ibyapproval agcrruicxi MODEL 950XLT 314", 1",, 1 114", 1 1/2" 81 2" [STANDARD S METRIC] FLOW antes (vs) l l i 1 .26 2.52 .oz: U1.C-1 co.ro .to no.Ur 2.6 _Lor (Ir E5 ID: â€”l|Ur _rI.l-'1 pa 31'4" rfztlmm) 1' rg-5mm) I Wâ€™ (Emmi r 192" {4i)mm} 10LO 1-|_..r _|..Q -|.D 2" (5i.1lmrn} . % 5 5 OJU1 '0 0 PRESSURELOSS{PSc0 20 4-0 60 30 0 50 1D0 1so 200 250 PRESSURELOSSk FLOW sates teem; TYPICAL INSTALLATION Capacity thru Schedule 40 Pipe Local codes shall govern installation requirements. To be installed in accordance with the manufacturers instructions Pipe size 5 ftlsec ?.5 ftlsec 10 ftisec 15 ftlsec and the latest edition of the Uniform Plumbing Code. Unless 118" 1 1 2 3 otherwise specified, the assembly shall be mounted at a 1I4" 2 2 3 5 minimum of 12" (3D5mm) and a maximum of 30â€œ (?62rnm) 318" D-â€˜I 4 6 9 above adequate drains with sufï¬cient side clearance for testing and maintenance. If installed below grade, be certain 1.12 U1 Y 9 14 adequate drainage is provided to prevent the device from 31'4" CU 12 17 25 being submerged. 1" _\..LO 20 2? 40 1 1râ€˜4" 23 35 47 7'0 @1112" L 32 48 63 L 95 2" 52 T8 105 167 PROTECTIVE / Ertctosurra .. it/1?...,;_sÂ§$â€œi â€™,.Â»;-r__ .\;"Z;.e=:__.."' as gr%iI1â€˜EÂ§7_ MLQB '19?â€˜"_.-'".."i"r.'iIl-â€”lll----|rlâ€”r11 91|: F "' ' â€œ""""""' "" "*"*""""'*'"â€œi' - |â€”1:iTr'â€”â€™?i'\|Â§|â€”r|1||._llr r|| llâ€™./' â€˜I|i;i|||i;'.||li::. . ";i.i|||1;:|||';;'.l|' I -r- _. â€˜lll""lll""lll.-.. ___. __Ii "|___r~r|r"||r"__ .._... â€œE4â€˜:_... .rrl.r,||_|Ill lll ll G! X. lll Jl|l_ - .â€”i.|l|t- 12" MIN- 30" MAX- __ '~*;'-"-'4". â€˜ _ |_|i"lâ€” -455_ l_l&II-J i-at I .- 1.- .__.. ,.. -1"- ".- ___ â€œl-.-r-. '-_-' â€”_,._- r Tis;rr IÂ» ll || - â€” _ __ 4â€˜II".I.l! 5.1524 I_II_I: sisisi orrrecrrorv or rtow r_Â§ ..â€”.:Â§:Â§1F DlFlEUTiUN UF FLUW |*â€˜V_ Fâ€”â€”â€”|â€” OUTDOOR INSTALLATION PIT INSTALLATION SPECIFICATIONS The Double Check Type Backflow Preventer shall be ASSE Listed 1015, rated to 1Bl3Â°F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and ail internal polymers shall be NSFÂ® Listed Ncrylllâ€œ and the seat disc elastomers shall be SILICONE. The first and second check shall be located at a 451â€™ angle and ac- cessible for maintenance from the top of the device, without removing the device from the line. Each check shall have sepa- rate access covers and test cocks shall be accessible from the top of the device. Test cocks shall be protected from debris by a plug. The Double Check Type Backflow Preventer shall be a ZUFIN WILKINS lvlodel QEDXLT. Zurn Industries, LLC I Wilkins 1?-4? Commerce Way. Paso Flobles, CA Ll.S.A. 93446 Ph. B55-ï¬6Bâ€”9BT6. Fax B05-EBB-ETBB In Canada | Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4â€˜vâ€˜ 1L2 Ph. 905-405-S212, Fax 905-405-1292 www.zurn.Â¢ï¬‚m PEQE 2 Of 2 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 71 Vendor: 73790 SDR-9 CTS 250psi PE471O ASTM D-2737 NSF CERTIFIED Products Product Number Diameter Weightâ€˜ 4C_S-U?5-#'I##2 334â€œ 10.3 4C_S-100-###2 1" 16.9 4C"S-125-###2 1-114" 25.0 4Câ€œS-150-###1' 1-1I2" 34.8 4C_S-ZDU-###2 2" 59.4 1 Weights are per 11210â€˜ of pipe. 1' Replace ### with the length of pipe. i.e. 4CTS-0?5-300 for a SM" it 300' coil. Specifications Diameter 0.11 Cale l.D. Min. Wall 3,14" 0.8175" tiL_-1|.054" -cast" cÂ».o9?'" +:~.c-10" 1Il 1-125" iE1i-H|_:|5Il_1 --0.875" 0.125" +C'.C'12" 1-114" 1.375" ztlF-_J."I'I'5" â€”'-'1 pas" 0.153" +:~.c-15" 1-1.12" 1.525" itn_;-...IEIE"-1 -" .263" c 1s1" +:Â».c-1s" 2" 2.125" il'.".'.I'II- I6" -" .sss" 0.235" +:l.c-24" Standards & Certiï¬cations NSFNANSI Standard #14, NSFIANSI Standard #161 ANSIIAWWA C901-17 specifications for polyethylene (PE) pressure pipe, tubing, and ï¬ttings (3f4â€œ to 3" for water) ASTM D-1248 speciï¬cation for polyethylene {PE} plastics molding and extrusion materials ASTM D-3350 speciï¬cation for polyethylene (PE) plastics pipe and ï¬ttings material ASTM D-2T3? speciï¬cation for polyethylene (PE) plastic tubing Interstate Plastic, Inc. HDPE pressure pipe and tubing are in compliance with the Trade Agreement Act (19 USC 2501] and are proudly made in the USA in beautiful Post Fails, ID Interstate Plastic, Inc. 33?5 E Seltice Way i - pw I POPostBoxFalls,398ID sssrr PÂ°*"i-â€œt-' Waitâ€™ NSE P: rsos) ??3-4538 (soc) We-rssr F: (zest 7T3-9400 (ass) zos-3012 CUT SHEET -- H D FOWLER COMPANYâ€˜ -- 2019-AUG-2? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 71 Vendor: 65670 ADS, inc. Drainage Handbook Speciï¬cations + 1-1 ADS POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATIONS Scope This speciï¬cation describes ADS Potable Water Service Tubing (CTS) pipe SDR 9 for use in potable water service applications. Pipe Requirements ADS potable water service tubing shall meet the requirements of ASTM D2737â€™, AlNâ€˜vVA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Copper Tubing Size (CTS) standards. Material Properties Tubing material shall be high-density polyethylene conforming to the minimum requirements ofcell classiï¬cation 4455?-4E as deï¬ned and described in ASTM D3350. "he resin shall have a material designation code of PE4?10 by the Plastic Pipe Institute. Disinfectionillllaintenance The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSUAWWA C651 Disinfecting WaterMains, should be followed for both new and repaired potable water lines. Installation Installation is similar to otherflexible tubingfpipe products. Methods including direct bury, plowing or pulling are applicable per local, state orfederal guidelines for the application. Tubing Properties 3f4"' 1H 1 â€˜Iiâ€™-iiâ€ 1 â€˜ii'2" 2" Outside 0.B?5 :l:0-004 1.125 10-005 1.2-T5 10.005 1.025 10-006 2.125 10-000 Diarneler, in{mm} (22.2 10.10} (23.5 i0.13]| (34.0 10.13} II-$1.3 1:0.15]i (54.0 10.51} Wall 0.09? +o.o1o o.12s +o.o12 o.1ss +o.o15 o.1s1 +0.01s 0.236 +o.o24 Thickness, in{mm} (2.5 +o.2s) (3.2 +o.so} (so +o.ss) (4-6 +0.4Bl {so +o.s1l EDP.9 Pressure 250 250 250 250 250 Raï¬ng@T"3ï¬‚F, psi (ii:Pa} (W24) (â€˜IT24) {1?2-=1-I (1r2-4) 1'_â€˜l?24-} Weight, its i2 TB i3 125 1:4 1E2 1:4 zrs :5 gmfftfgrniml r151 17) (255 :10] (410 113} (531 113} {soc :15} Â© ADS Inc June 2013 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 70 Vendor: 70790 SUBMITTAL INFORMATION Ballcorp Corporation Stops - (FB1100-xx-Q-NL style) MALE IRON PIPE THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Molded EPDM rubber seat with reinforcing ring supports the ball Body Outlet Threads Solid one piece tee-head and stem Dual EPDM O-rings in the stem Quick Joint Nut EPDM O-Ring Male Iron Pipe Threads Stainless Steel Gripper Inlet Outlet Molded Buna-N Spring Tip Gasket provides Hydraulic Seal External Nut Stop Length Image shown above is an FB1100-4-Q-NL. Fluorocarbon-coated brass ball OUTLET VALVE BODY OUTLET APPROX. PART SUBMITTED VALVE SIZE INLET SIZE SIZE LENGTH THREADS WT. LBS NUMBER ITEM(S) 3/4" 3/4" 3/4" 4-19/64" 3/4" Flare Copper 1.8 FB1100-3-Q-NL 1" 1" 1" 4-13/64" 1" Flare Copper 2.7 FB1100-4-Q-NL 1-1/2" 1-1/2" 1-1/2" 5-11/16" 1-1/2" Special Thread 4.9 FB1100-6-Q-NL 2" 2" 2" 7-1/32" 2" Special Thread 7.9 FB1100-7-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. * 1-1/4" Quick Joint has EPDM spring tip gasket. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Ends are integral or secured with adhesive to prevent unintentional disassembly â€¢ 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 03/30/16 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 73 Vendor: 70790 SUBMITTAL INFORMATION 80 Series Coppersetter - (VBH86-xxB-11-66-NL style) FLANGED ANGLE BALL VALVE BY FLANGED ANGLE CHECK VALVE WITH BY-PASS (1-1/2" METER) FEMALE IRON PIPE THREAD VERTICAL INLET AND OUTLET 13" Meter Spacing Flanged Angle Flange Angle Ball Valve Check Valve Meter Support Bracket Height Copper Tube 1-1/2" By-Pass Ball Valve 1" FIP Inlet FIP Outlet SERVICE LINE CONNECTION APPROX. CATALOG âœ“ SUBMITTED HEIGHT FIP INLET FIP OUTLET WT. LBS. NUMBER ITEM(S) 12" 32.0 VBH86-12B-11-66-NL 15" 33.0 VBH86-15B-11-66-NL 18" 34.0 VBH86-18B-11-66-NL 1-1/2" 1-1/2" 21" 36.0 VBH86-21B-11-66-NL 24" 37.0 VBH86-24B-11-66-NL 27" 39.0 VBH86-27B-11-66-NL FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA standard C800 (UNS NO C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for proper identification. â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-854, UNS NO C83600 - 85-5-5-5) â€¢ Constructed with Type K Copper and conforms to ASTM B-88, Copper Alloy #122 â€¢ All Ford Meter Setters are assembled with Lead-Free Solder â€¢ Meter Support Brackets are standard â€¢ Padlock Wing is standard on all Angle Meter Ball Valves or Key Valves The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 12/13/12 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 74 Vendor: 70790 SUBMITTAL INFORMATION Quick Joint Coupling - (C84-xx-Q-NL style) I MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER CIR PLASTIC TUBING (CTSI lvlaie iron Pipe Threads External Nut Stop lvlolded Spring Tip Stain ess Steel Gripper Quick Joint Nut Gasket Provides Hydraulic Seal ~w."-nu ~. vâ€˜-.- as '" 1' v ' . ' ' ,' .x.I"'.,_".,_Hâ€œ~._"-â€˜\I~.\\.:â€œ*\__â€˜_.\â€œw..-~t-R "~ wt axâ€˜Kai 1'._ H"\-xâ€œ\~_ "" _â€˜ '5â€˜ _.'I - I x \ _ I-."'..:.'.=. I _ 1'". I _"'--H f i; a;?â€œ;-. 4" I iron Pipe Size Quick Joint Size l _-/.___. _â€™___ ',_'__-____ _â€™__ .-' __"' ".Â»'_|,-"":"' _.- " I ! _.- .-â€œifPâ€˜ -, - .-' ~";,;/"Â»"/?',*H-{vi-*_. .. - ...- _- _ ._ I as .v):'_,I",r {P -;II_'.-"":_"'.-"r.- _"'.-"r." -â€˜..-"'!_.' _' ___"'__ .-' I '\- II __ ,.Â»x.Â»__.- F -I--_:-I".-_'!i-'_:_'/,.-Iâ€™.-I,Â»-'___â€™__, .- E__ _.___ ...r..-t~H._ _â€˜ Iâ€˜ckÂ»__\___Â», , -x. - . "'-_- .'- ._ '-."â€œ" -I â€œ "-'-._"""~\.\:\-I xi?â€˜- E ~41â€˜-.â€˜ kxukx-..2\-{R '\-. K ;_â€˜-. -. * Length 4| Dasca PTIDH i LENGTH Ai=i=-Rex. PART J SUBMITTED MALE IRON PIPE t1.J. FDR CTS WT. Las L NUMBER I-rsivi(s) 1J2â€œ 112" IIPII-I 2" 5 | CB4-â€˜i1-Q-N r 3iâ€˜4â€œ 1i'2" P1. 2-N32" .5 I CB4-31-Q-NE .l'I 2-1i4" to CB4-32-Q-N 31â€™-4â€œ 5i'El" S- 3f4" 3i'4" 2-â€˜IF4" on C84-33-C1-N 3!-4-â€œ â€˜I" .l'I.1. 2-3i8" '--i CB4-34-Q-N 1|- â€˜I" 314" 2-19f32" '-vi C84-43-E1-N 1" â€˜|" 2-EH16" . I. C84-44-Q-N B I .i-. I _i.-L 1-1:2" 2-ens" 1.5 CB4-46-Q-NJ- l il- I -.11Â» â€”l"-Iâ€”i.-E â€˜l-1f4" . 2-5."El" 1.4 C84-55Q-NS- _ allL_"'lâ€”i.Iâ€˜-E __ â€˜l-112" P! I"oz-- ï¬‚i cs4-as-o-iv_@ _ I"-1'_1 __ _2" , 3-1i4â€œ 2.3 , C.34.'.77'.":I.'.I'.*I A-I- Note: Ford recommends insert stffeners when using plastic pipe ortubing FEATURES - All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM ass-4, urvs csssssi - The product has the letters â€œNLâ€ cast into the main body for lead-free identification - Certiï¬ed to NSF/ANSI Standard 61 and NSFIANSI Standard 372 where applicable - Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C836D0, 85-5-5-5) - Body design provides octagonal wrench ï¬‚ats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication item and option availability including speciï¬cations. are subiect to change without notice. Please verify that your product information is current The Ford Meter Box Company, Inc. submitted B?â€˜ PD. So): 443, Wabash, Indiana USA. 46992-0443 Phone: 260-563-31?1 ii Fa:-:1 SDI]-B26-348? Overseas Fa:-t: 260-563-U16? wwwfordmeterboi-Loom gg;24,i13 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 75 Vendor: 70790 SUBMITTAL INFORMATION P 1*l) I STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) L3 Dimple clÂ» L5 Flange -â€”â€”_" ._____, _.---"""â€™FF- Dimple â€”-"'5/J 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP |/suarui-|-[En Nulween. Size lo _ "E"Â°Tâ€œy lremls) INSERT-T1 31'-4" 0.824 1-1â€˜ll1Ei" . **_'.l!Â§.Â§.!3.TtÂ§.3t'.?.Â¥.. -. 1" .1..:Eâ€˜1.?..Â§. .?.'.?*.'.'.lÂ§" +** INSERT-53-?2-Cl 1" 1.049. 1-91132" msenr-rs * 1-1.41" _ 1.3801" 2-she" INSERT-T4 1-1l'2" 1.510 2-5Â§fE'14" INSERT-T5 2" 2.06? 1 2-151115" 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET at Sueratrrsn LENGTH NUMBER SHE |U lT|.=.M{s) msear-s1 1 er-=1" ' 0.aa1 1-35r'E14" rnsenr-s2 1" 0.9-rs 1-43164" ** INSERT-53-T2 1-1.14" 1.059 2-5.110" 1'â€œ INSERT-53-T2-Q 1â€”1lâ€˜4" 1.069 1-31.132" INSERT-54 1-1112" 1.263 2-15r'1l5" INSERT-55 2" '.653 2-15E16" lb INSERT-54-Q 1-112" 1.253 2-W16" Q INSERT-55-Q 2" 1.553 2-rns" * Weights for insert stiffeners are for standard package quantities. â€œINSERT-53 and -r2 01 0:-111 1-1r4" plastic tubing (1.099 |.o.) and 1" plastic pipe 11.049 |.o.;. tiThese inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with ether Compression Fittings. FEATURES - Certiï¬ed to NSFIANSI Standard 61 and NSF/ANSI Standard 372 where applicable - Insert stifteners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing - Insert stifieners are solid 304 tubular stainless steel (ASTM 240-925) - Dimpled and ï¬‚anged to retain placement within the service line - Key lock construction with a minimum of two key locks to maintain solid structural integrity - Manufactured in the United States of America Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing The Ford Meter Bolt Company considers the information in this submittal form to be correct at the time of publication. Item and option availability including speciï¬cations, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. 5'-"â€˜"â€œâ€œâ€˜Eâ€œ BYâ€˜ PI}. Bo:-1 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3*l?â€˜l I Fax: BOO-B26-348? Overseas Fart: 26Â¢]-563-D16? www.fordmeterborccom 1g,rg?;15 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 35: Ln 81: Sec. 35: Ln 83 Vendor: 77590 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 25: Ln 68 Vendor: 77670 Certificate of Compliance Specifications & Compliance Guide Brass Threaded Fittings - Malleable Iron Fittings .-:1-___ ASTM eez-93-99 (C83600) as-5-5-5 ASTM A19?, ASTM A153 ANSIIASME B1.20.1 ASME 16.3, ASME B16.34 ANSIIASME B16.5 ASME B1.20.1,ASiv1E B1639 ANSI B16.1B, B16.3 Class 125 Coating ASTM A164 LS or UUFM Listed 3= Approved â€” EX1522B ASTM A165 NS S1255 - Fed Spec. WW-Fâ€™460C MSS-SP-106 i-i. ULIFM Listed 8- Approved - E><151?4 ASTM B584-93B Union WW-U-5116-B, EX9172 Unions WW-U-516B Others GS143, JIS H-0401 NSF-61 Approved es 21 om 2999 IÂ»-Â»-'"""'1 ASTM B 584 (Lead Free) All ï¬ttings pressure tested to 300# Class Galvanized Fittings meet NSF-61 Brass Threaded Flanges ASTM B62 {la' "" _ Merchant Steel Couplings ASME B16.24 Y1- . -ii" ASTM A865, ANSHASME B1.20.1 ASME B1.20.1, Class 150 L ASMEIANSI B164 9' ""Â» API LineAPI so Brass Threaded Nipples FED SPEC WW4â€™-404 ASTM 543 XH AAR, Recessed and ANSI e1.2o.1 WW-N-351 N9"-F91â€˜-eased ANSIIASTM B168?-96 ;" 1-P" ""3 NSF-61 Approved Seamless Sch. BU Nipples ASTM A 106 Cast Iron Flanges ASTM A733 ASTM A126 .-.qâ€˜ I ASME B1.20.1 ASTM A48, ASME 16.1 ASME B1.20.1 j Stainless Steel Fittings NPT Threads Conform to ASME B1 .20.1 Cast Iron Fittings Casting Conforms to ASTM A351 , Q ASTM A126 RoHS a MSS SP-114 Compliant _ ASME B16.4 Class 125 ASME B1.20.1 fr Stainless Steel Nipples CopperFHï¬‚ngs Conforms to ASTM A312 NSFIANSI 61 Compliant Dimensions St Ends Conform to ASTM A733 IAPMO Approved Threads Conform to ASME B1 .20.1 â€œii- All Threads Conform to ASME B1.20.1 NSF I ANSI 372 â€˜I Manufactured to Meet ASME B1622 3 MSS SP104 RoHS Compliant â€˜L--' lvlaterial Speoiï¬oationsto ASTM B?5 {UNS C122D0) |-F" Steel Welded Nipples Forged Steel Fittings Sch. 40 & 80 ASME A105. ASTM 182 (F301, F30-4L, F316, F316L, Galvanized Nipples - NSF Approved F3U4H, F316H, F317L, F321, F11, F22, F91} ASTM A733, ASTM A53 ASME B16.11 ASME B1.20.1 ASME B1.230.1 lv1SS-SP-T9i'B3f95f97 Normalized 2000 |b., 3000 |b., and 6000 lb. Threaded and SocketWeld MATCOâ€”NORCA Globalsourdng. I|lationalcon1pï¬‚ance.Lncalservice. Modiï¬ed _!2,,4;,2U1Q "-"':â€œÂ»."\.-"~"'-"ITIÂ§1i'ID'|"'Cl"CE.l-:'-T-'1-I-1 ' IT!-E1!iE;J'|'l"!FiTE'I"F!C1lEEi.C';'ilTl Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 35: Ln 83 Vendor: 83735 SMl[TH=CÂ©Â©>PERÂ® INTERNATIONAL Lead Free Products Lead Free Product Listing ' Galvanized malleable iron Â¿ttings certiÂ¿ed to; NSF/ANS] 61-4 and California AB1953 Lead Free ' Galvanized steel nipples certiÂ¿ed to; NSF/ANSI 61-4 and California AB1953 Lead Free ' Red brass seamless nipples and pipe certiÂ¿ed to CaliforniaAB1953 ' Lead freevalves certiÂ¿ed to NSF/ANSI 61-8 and CaliforniaAB1953 Lead Free ' Lead free brass Â¿ttings certiÂ¿ed to; NSF/ANSI 61-4 and California AB1953 Lead Free Lead Free Brass Fittings SpeciÂ¿cations ' Brass Â¿ttings conform to AWWA C800 ' Brass castings conform to ASTM B584, UNS Alloy C89833 ' Brass Â¿ttings dimensions conform to ASME B16.15 ' NPT threads on all Â¿ttings conform to ASME B1.20.1 ' Brass unions conform to speciÂ¿cation A-A-59617 ' Manufacturing facilities are ISO 9001:2000 ' Thread protectors on all male threads ' The @> branded Â¿ttings and are 100% air tested ' Approved to ANSI/NSF 61-4 California AB1953 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 30: Ln 76: Sec. 30: Ln 77 Vendor: 67710 M Oldcastle Enclosure Solutrons cnnsora Hsavywall 1 730B CF 12" EDDY: Material. HDPE 1Â», tâ€œ , Model: 1?":-:31)â€œ 5*â€˜ Weight: 25 lbs Â¢__,'J6-LIFIF WallType. Stratght MUUSBTIUEBS. - Performance: AHSUSCTE T?TierB WLIC 3 B ASTM{IF-57A 3 Exceeds El] can lb lTlll'lltTlUl'l1 lead tarlure ,-L\T" 1B" Bl]lT'l": Material Model 1? KSU Weight WallType Mdusahdtes Perlurmaltce artsuscre 1'?â€˜Fer e WUG3 5 ASTMBB5?A-3 Exceeds 21] U-ï¬t! lb mmtmum load tarlure ,-L~.,â€˜i."â€˜" rfil qga Medium Duty Nun delrberateTraffrc tiâ€˜ - Fdr use tn nun trehrculartraltrc srtuatrons dnly Actuallead ratmg Isdatermrned tn;ma â€˜Canercdmesstandardwnth permanentmarkrngslcrmanufacturer lead ratmg mudelsnzeandmantrtactunngiucatrcn tam:andczwarcdmblsattdn Weightsanddrmensrdnsmayvarysllghtltr Contact ycur Dldcastle Enclosure Soluttdns Drstrlhutrcn Centerfor specrï¬c rntdrmatlen and addrtrcnal eptrdns Flew1cr2c1e @2D1EiU-lclr::astla, ma HD Fowler Company Submittal Sec. 30: Ln 76: Sec. 30: Ln 77 Vendor: 67710 M Oldcastle Enclosure Solutrons cxmsora Heavywall 1 730B CF Dpt|o|1s, Available Heavy Duty Plasttc Covers Flesh Soltd Cover Flush Coverwlth Plastlc Header Door Flush Cover wrth Cast Iron Header Door Flush Cover wrthAMH Recess Flush Cover wrthAMFl Bracket (undermountl A\|Iaâ€œab|E Baum-â€˜eta covers RECESS Flush Soltd Dover Flush Cover wrth Cast Iron Header Door Atrallahle Gomposlte Covers Flush Solrd Cover Atrartahle [luct|le Iron [lovers Flush Solrd Cover Polymer Cover HD HDPEAMH Recess Flush Coverwrth Ducttle Iron Maxâ€˜drew Header Door Add ï¬n Uptlons tarAll Covers AMH Upemng Add ï¬n ï¬‚ptronsfor Plastrc and Polymer Covers AMH Bracket Ductile Iron MaxVlew Cover Flaw Maternal weMatonalProp-artyGlass Category A-'5'-ThlTestMethod TyploalValueâ€˜ D â€˜I2-dB Speo|i|cat|ons' Densrty gfornâ€™ D 15-U5 D95Drnm nottoexceedClQ-E5 TenslleStrength atbreak pet DEB-E 3ODDto44ElEl Elongatron at break ea "rte-as TenslleImpact ft loï¬nt Fâ€™ â€˜.532 Flexural Modulus per DTQU 120DIEDmm nottoexceed2=lÂ£lODD LowTemperatureBnttleness F50 at"ti Elâ€˜ME Hardness Shore D DE-it] DefleotronTernperatttre atBE PEI "F DE45 155â€™mun nottoâ€”exoeed20Â¢)" Eleotrrcal Dtelectno Strength Wmll use ADE! mun nottoexceedEDD Molded Product t'I;he-â€”m|c5l_Fles|Â§tance D543 Very Heerstent WaterAbsorption ElETC! Lessthan1aswerghtchange Thetraineelrstedforphysrcalpmperljrmeasurementserenomtnalvali|.res|:|r.\l].-' Gert-sunoh;-arcolpropemronasuremertsaresuorec tol-'-arratrorlsconsistentwrththetestmethodsandareMilanagenerallyaccentedâ€˜rangeï¬orsuohvalues Pmduct |-â€œad Medlum Duty Non-deliberate Traffrc Hating For use tn non vehrcule tralllc sltuationsonly Note, Actual load rating ls delermrned bythe poxand covercomblnatlon Werghtsand dlmensrons may vary slrghtly All rntormaoon contalnedon tors sheet ts cunentatthe trme ofonntmg Uldcastle Precast. lnc resewestherrght to drscontlnue or update product lntormatronwrthout notrce Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 35: Ln 84: Sec. 35: Ln 85 Vendor: 67710 IIIIIIIIIII Oldcastle Enclosure Sclutrcns cnnsorv Specrfrcatrcn Grade 1324 BUVEH: Styte Material Mcdet 13" I 24" Weight Std. Fasteners are Hex Belt Dpï¬ena Lageaand Speclat Martnnga Surface Start HeeretantStMarker? Performance Pedestr|ar|.ASTM BB5? WUC3 6 Marked Water Sewer ICV Bl]I]â€˜|": Material: Marlei: 13â€œ tr 24â€œ Weight: I2 Depth 15lh-a 15â€œ Depth 1? lbs WallType: Performance: P\er:|estr|an,ASTM C85? WUG3 6 25 U4 15 3!-/i" 22 U2" 15* 5J8 15- - I-=51 - 32-SM 23 1/4" 29-3E4 20- GRADE RING Lrght Duty Pedeatnan Unly Fer use |n nan yehreular lraï¬le artuatrane only We do netrecrlmmencl rnetaltatren |ncenerete erasphalt Caettrerentat Fnetren <05 Actuallean ratrngre determined trythe SavercorneastandardWIUI permanentrnarklngefarmanufacturer, leadratrng, macletetzeand manufacturrngtacatmn barandBayercemhrnatren Warrantsamtclrnteneranamayyaryaï¬qhtly Centaetyeur Otdcaette Enclosure Salutrcne Dletrrhutrnn Centerferapecrflc rnfarmatran and adrhtranal aptrana Fte~.rtï¬.r2tIt1B~ @2016Cï¬‚deaetle Inc HD Fowler Company Submittal Sec. 35: Ln 84: Sec. 35: Ln 85 Vendor: 67710 IIIIIIIIIII Oldcastle Enclosure Solutrons CARSON Specrfrcatron Grade 1324 Dphuns, Available Plastrc Gmrers. Flush Solld (Standard) Flush wtth Plastrc Header Door Flush wrth Cast tron Header Door T CoverSï¬lld Atrartable Flastlo Lâ€˜-mrerColors Black{Standard} Green Grey Tan, Purple, Blue Header T SUM COVEâ€˜. Door Detarl Add On Uptlonstor Plastlc Bowers Touch Head Hole Loclung Ophons for Plastrc Gotrers Bott Down Feature L Bolt Feature Drop-N-Lock Flush Solld Cover Auallahle Body Colors Black {Standard} Green, Grey Tan, Purple, Blue Bolt Down Detarl L B0â€œ DBTHII MaterialProperty A-BTMTestMethod 1'yp|calâ€˜lralueâ€˜ ï¬‚aw Material Type Glass Category D as Specrfrcatmns: oerero greet D 1505 G950rnm nottoer-roeectElQ-E5 TenerleStrength atbreelr psl DE-35 3lll-DDto4-too Etongatrorl atbreak $6 Dess- TenslleImpact tt ll;-ï¬n? Er-*1E-a'2 Fteaural Modulus psl DTQU 120GOG mm nottoexceed2=1GODD LowTemperatureBnttleness F541 at C ores Hardness Shore D oseeo DeflectronTemperahlre atï¬ï¬ per _F osee 150'â€œn'||n nottoexceed 20?â€œ Ee~câ€”trlcalâ€”lIIIreleotnr:_EtrenÂ§th \?r'Fnrl Er 1-is n nottoexceedEGG Molded Pro-duct Ehernroel ï¬esrstenoe D543 â€˜ï¬eryFlesrstent WaterAbsorptron D5-7"'D Leesthan 1â€˜HrwerghtÂ¢'|1e.nge "ï¬re|-rehluesrrstedforphyerce.l'p.|-opertymeasurementserenominal1rs|rr..|e-5orruy Certarnphysrca!pmperï¬‚rmeasurententsare5L.u!'1_|'ec:ttouanetrarrstrortsistemwlththetestmethodsandareLvrfï¬tnegenemï¬‚yarreptedrangeF|;tu's|.|o'h|.-'.e.l'Lre.a. Product Load m E] El Light Duty Pedestrran Only Rahng , 1 _ Actual load ratlng IS determrned hythe hora and cover comhlnatlon Welghtsanddlmertslonsmay vary slrghtty All Intormatlon contalnedon thls sheet ls currentatthetlmeofpnntlng Oldcastle Precast, Inc resenrestherrghttodlscorltinueor update productrntormatlon wlthout notlce Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 10: Ln 8 Vendor: 79690 GRIPPERÂ® 13herneâ€˜s Gripperplugs can be used in a Original Gripperâ€ Plug Features: Equipped with: variety ofapplications including DWV (drain. - ideal forsewertesting and long-term - Easy-to-install extra large zincwing nut waste andvent} testing and stacktesting. applications -â€”wonâ€™trust E"9'9I'PiPE 99591" â€œmnitfall l"= whereas")9 - Made with glass-reinforced A33 plastic - Natural rubber0-ring 1'-1-Pâ€˜ 'll tl tth . . . . "SIG" I" we "ESQ" H OWE"U" D DEB E E - End-of~pipe design seals only atthe - Galvanized carriage boltto prevent plug inside the pipe as faras you need. Time . end ofa pipe corrosion tested. the Gripperiii remains one ofthe most popular mechanical plugs on the market. ' Inside-oi-pipe design seals inside pipe asfaras needed PARTNUMBER NOMINALSIZE USAGERANGE MAIIIMUMBACK LENGTH PRODUCT _... ( PRESSURE WEIGHT _ - - _ mm 1 112" 1.43"â€”1.35" 1?psi 4311. 1.15" 3.131115 ' ""'11% (411mm} (39â€”42mm} (1.2bar} (12M} (44.5 mm} i;i1U5kg} _- _ ... 2" 1.9"â€”2.1?" 11'ps1 4311. 1.3?" E.19lbs A xrnï¬ Q 1.â€™Q â€œE ZIII229 (59|T1111} (49-55111m} (1.2bar} (â€™2M} (42.5mm} (I199kg) D3-"4' 3" 2.3"â€”3.t" 11'psi Z111. 2.5" 3.315lbs 1-3%? " Nâ€˜f~ ' 2213231" (T5mm} (11-19mm} (1.2bar} 2M} (33.5mm} (I113kg} 27,0245 4" 3.3"â€”4.05" 11"psi 911. 2.5" 3.5lbs Stile H5135? (1911111|Tl) (9Eiâ€”1D3111111} (1.2bar} 2M} (53.5111111} (1123kg) 3" 5.11"â€”3.113" 11'psi I111. 3.15" 2.5lbs 2211251 (153mm] (141-154mm} (1.2bar} 2M1 (95.3mm} 11.14kg} 3" ?.?'"â€”3.03" 11"psi 9fl. 3.15" 3lbs 2119220 (EDD111111} (195â€”204111111} (1.2bar} i-Pâ€˜T-IEâ€œ"_1.'-I1"_'iI-p"-2M} (95.3111111) (1.3?kg) INSIDE-OF-PIPE GRIPPER PARTNUMBER NOMINALSIZE usacsiuuios iiuoiiuuivieiicitPRESSURE LEIIETH PeoouorWEIGHT 2zo2ee 1"(1oomm} es"--Â»-1.os"(93â€”133H1111} 11psi11.2bar} 1o11. (121.11 2.s"1ss.smm} .5155(1'].23kg} 2zo2ss s"(1eo111111} s.1'z"~e.cs"(141-1sÂ»-1mm} 11psi(1.2bar} 41111. (12Pill} azs" 1es.smm} 2.51111.1(1.14kg) zzozss e"poomm} 1.1"-s.os"use-2o-1mm} izpsi11.2bar} 4911. 112NI} 3.15" 195.3mm} slbs11.szkg} End-of-Pipe Gripperâ€ plug Iï¬‚ï¬idï¬‚-01-PIPE GfI11l1BTÂ® Plllï¬‚ it L. 1 1!.-1| ~ 1 ll=â€™ oi iii- _ - ~=d_| I 2? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 5: Ln 1 Vendor: 76540 â€¢ â€¢ LAYFIELD Wire Backed Silt Fence .. Product Cut Sheet 1. Product Description This variation on the traditional Silt Fence style provides rugged, reliable, and low maintenance silt control. Wire Backed Silt Fence will effectively protect storm water drainage systems from fouling with silt, and will protect you from environmental liability due to silt leaving your project site. Layfield's Wire Backed Silt Fence is constructed with a three-foot high wire scrim (0.9 m), covered with a woven polypropylene filter fabric. The galvanized steel scrim supports the fabric in an upright position, even under substantial loads of silt and water. A fabric apron extending beyond the wire is also available. The apron extends across the anchoring trench beneath the Silt Fence, and helps 4. Availability and Cost to anchor the fence and prevent undercutting. Available from Layfield or distributors. Call Layfield can provide metal T Posts and ties to 425-254-1075t:@ Pacific time secure the Wire Backed Silt Fence in position. 780-453-6731~ Mountain time, or 2. Technical Data 905-761-9123~ Eastern time Materials information is on page 2. 3. Installation Drive support posts approximately 2' deep every 6'. 5. Manufactured By Excavate a 6" x 6" trench on the upstream side of Layfield Environmental Systems Corp. the posts. Extend minimum 12" of fabric into the Layfield Geosynthetics & Ind. Fabrics Ltd. trench and backfill and compact. Attach silt fence to the posts using tie wire or plastic cable 6. Warranty ties. Place an extra post where a roll of fabric/wire Products sold will meet Layfield's published reinforcement ends and overlap minimum of 450 specifications at time of sale. Full warranty mm. Regular maintenance of the silt fence is details are available from Layfield. required and it should be inspected after every rainfall and cleaned out when sediment reaches 1/3 7. Maintenance of it's height. Check and follow local requirements. Silt and Sediment Control Devices should be inspected on a regular schedule and after every significant precipitation event. Any accumulated silt and sediment should be removed once they reach 1/3 the height of the device. 8. Filing Systems www.LayfieldGroup.com www.geomembranes.com HD Fowler Company Submittal Sec. 5: Ln 1 Vendor: 76540 9 F a b" ric M aterla " I P ropertles- W" Ire B k d ac e S"I It F ence Wire Backed Silt Fence 22 Dec 2011 Fabric Material Properties (typical) Fabric Style ASTM SF 100 SF 124 Grab Tensile 116/1201bs 125/1251bs 04632 (MO/CO) 516/534 N 556/556 N Grab Elongation 04632 23.7%/24.1 % 21%/21% (MO/CO) 58 Ibs 65 Ibs Trapezoidal Tear 04533 258 N 289 N 53 Ibs 65 Ibs Puncture Strength 04833 236 N 289 N 30 US Sieve ADS 04751 N/A 600 microns Permittivity 04491 N/A 0.05 s-l UV Resistance (500 04355 N/A 70% hours) Note: Layfield has additional silt fence products to suit regional requirements. Contact your Layfield representative for more information. 10 M aterla "I P ropertles 22 Dec 2011 Wire Backed Silt Fence Properties Wire Height 36" (0.91 m) Fabric Height 36",42",48", 60"(0.91 m, 1.07m, 1.22m, 1.52m) Wire Guage 14 Wire Weave Pattern 2" x 4" (51x102) Wire Material Galvanized Steel Roll Length 100 ft (30.5 m) Roll Weight 70 Ibs (32 kg) Post Material Metal T-Post1 1. Posts are supplied upon request. Layfield www.geomembranes.com Tel (US): 1-800-796-6868 Environmental Systems service@geomembranes.com Tel (Canada): 1-800-840-2884 Design I Manufacture I Fabrication I Installation I Maintenance Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 5: Ln 3 Vendor: 76540 Ultra-Drain Guardsi Keep sediment and other pollutants from entering the water system with Ultra-Drain Guard catch basin inserts + This simple, yet specifically designed and engineered geotextile fabric catch basin insert can be installed in most drains. The heaw duty material removes contami- .,-n nants like litter, sand, and oil from stormwater flow. _,,_-.1! :1 + Installation is quick and easy - Simply raise the grate, qï¬‚ place the Ultra-Drain Guard over the opening and care- fully lower the grate back into place, pinching the fabric _-. in place to keep the unit secure. + Oil & Sediment Model â€” Removes hydrocarbons, dirt, sand and other contaminants. + Oil & Sediment Plus Model â€” The addition of Ultra-X Tex _ " filter strips increases oil and grease absorption. Tg - I + Trash & Debris Model â€” Designed specifically to catch ,_, larger items and floatables such as leaves, cigarette butts and paper goods. ""'-"""'_:;-â€˜_H_I + Exceeds 80% sediment removal efficiency. ' _... Ii)I1? â€˜W + Designed for practical use in industrial facilities, con- ~--â€”* Jâ€˜? _i- struction sites, parking lots, and â€œdrive-upâ€ retail facilities. (Iii) IL|'\I + Helps comply with NPDES, 40 CFR 122.26 (1999) and TMDL requirements. â€”Â»_,___ - -l_,_____ __lâ€” __ _Â¢â€”I__ ___- -\___ Grate LifterPart# 9234 O//8 Sediment Three groups of P/Us MOde/ ' U/tra-X-Texf//terstrips absorb o/'/andgrease , (Peru? 9279) as vvaterf/ow/vs through the Drain Guard. g. Over-F/ovvPorts Actua/Drain Guard test uh/â€˜tâ€” Grate HookPartziâ€˜9235 (Prevents F/ood/hg) over50 /bs. ofsedimentremoved. Reta/â€˜hers Partziâ€˜ 9237or9238 Custom S/'zesAva//ab/e US.. Patentl\/0.,5372,774 5575,925 6632,507 8775,497 9217 0'-8Sed'"ne"t IVodel (1-Pack) 48x36x- 1,220x915x458) -pto.87gal-ors (3.5 L) ofo'lawd upto40 lbs. (18 kg) ofsed'mewt 1.0 (0.5) 9218 0'-8Sed'"ne"t IVodel (10-Pack) 48x36x- 1,220x915x458) -pto.87gal-ors( ) ofo'lawd upto40 lbs. (18 kg) ofsed'mewt 1.0 (0.5) 9356 0'-8Sed'"ne"t IVodel60"x60" (1-Pack) 60x60x- 1,524x1,524x458) -pto1.55 ga--o foi-ard upto40 lbs. (18 kg) ofsedi"nert 2.0 (1.0) 9219 0'-8Sed'"ne"t P-us Vodel (1-Pack) 48x36x1 1,220x915x458) -pto1.38ga--o -ard upto40 Ibs. (18 kg) ofsed'mewt 2.0 (1.0) 9220 0'-8Sed'"ne"t P-us Vodel (10-Pack) 48x36x1 1,220x915x458) -pto1.38ga--o ard upto40 Ibs. (18 kg) ofsed'mewt 2.0 (1.0) 9358 0'-8Sed'"ne"t P-us Vodel60"x60" (1-Pack) 60x60x1 1,524x1,524x458) -pto2.06ga-â€˜Gil;(ac/>u>u>oou-nu-wow-U_,|â€”|â€”|â€”|â€”|_ <2,,9..9..Â°Q29.-and upto40 lbs. (18 kg) ofsed'mewt 3.0 (1.5) (Q;-Q;-9;-3L-D 9227 â€œrash 8 Debrs Mode- (1-Pack) 48x36x_ 1,220x915x458) 1cu.ft. (28 L) (before reachi"g bypass ports) 1.0 (0.5) 9229 "rash 8 Debrs Mode- (10-Pack) 48x36x-oooooooooooooooo1,220x915x458) 1cu.ft. (28 L) (before reaehi"g bypass ports) 1.0 (0.5) Options:9234 Grate Lifter - 9235 Grate Hook - 9237or9238 Retainers 54 UltraTech International, Inc. - (800) 353-1611 - 1-904-292-1611 HD Fowler Company Submittal Sec. 5: Ln 3 Vendor: 76540 Q9 ||[mt\T[|;|| Ultra-Drain Guardsi 69 INTERNATIONAL, INC. Spâ‚¬C]f]Caâ€™[]QnS MateriaI Specifications Properties ASTMTest Value Material:Non-woven,PolypropyleneGeotextile GrabTensile 205lbs Elongation 50% TrapezoidTear 80 lbs .,-I -E5â€˜ ii- Puncture 525lbs if-'-â€˜ 1 MullenBurst 420 psi Permittivity 1.5secl -â€˜Fri!-I...-__ -I- A.0.S.(U.S.sieveno.)/Microns 80/180 UVStability(strengthretained%)500hrs 1*4355 70% "l_ FabricWeight(oz/yd2)(typical) 8oz/ydz Flow(throughmaterial) 90gpm/ftz i Flow(bypassportsgpm) 770gpm Flow(bypassportscfs) 1.7cfs J- l\ Largerbypassï¬‚ow ratedesignsareavailable U. .. nlt Speclflcatlons 0il8Sedimentâ€™ .87 10â€X18" 48"X36"X18" Part#9217 0il8Sedimentâ€™ 1.55 10"X18" 60"X60"X18" Part#9356 0il8SedimentPlusâ€™ 1.38 10â€X18" 48"X36"X18" Part#9219 0il8SedimentPlusâ€™ 2.06 10"X18" 60"X60"X18" Part#9358 Trash8Debris 10â€X18" 48"X36"X18" Part#9227 Ultimate3 1.57 10"X18" 48"X36"X38" Part#9376 HighCapacity 1.9 24"X24" 60"X60"X24" Part#9393 AdjustableFrameModel 1.26 10"X18" Varies Part#8930 UltraTech International, Inc. - 11542 Davis Creek Court, Jacksonville, Florida 32256 USA (800) 353-1611 - 1-904-292-1611 - stormwaterproducts.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 5: Ln 4 Vendor: 76540 â€¢ â€¢ LAYFIELD Nonwoven Geotextiles .. Product Cut Sheet 1. Product Description Needle-punched non-woven geotextiles are made from polypropylene fibres that are tangled together in a needle-punching process. The fibres may be made in continuous or short lengths and achieve their strength by interlocking. Needle-punched non- woven geotextiles have excellent water flow rates and are used for filtration of soil fines. Needle- punched non-woven geotextiles have been used in drainage applications including trench drains (also known as french drains), as a wrapping for perforated pipe, for erosion protection, for the separation of a roads sub base and base course, and combined with three-dimensional structures to create prefabricated drains. They are also commonly used with geomembranes to provide a 4. Availability and Cost protective cushion. Needle-punched non-woven Available from Layfield or distributors. Call primary functions: filtration; separation; 425-254-1075@' Pacific time protection; drainage. 780-453-6731C@ Mountain time, or 905-761-9123~ Eastern time 2. Technical Data Materials information is on page 2. 3. Installation 5. Manufactured for General Installation: Place the roll of needle Layfield Environmental Systems Corp. punched nonwoven geotextile at the top of the Layfield Geosynthetics & Ind. Fabrics Ltd. slope/grade and roll down grade, over lap successive and adjacent rolls by 450mm minimum. 6. Warranty Do not allow vehicles to drive directly on the Products sold will meet Layfield's published geotextile. Geotextile should be stored such that it specifications at time of sale. Full warranty is protected from rain and direct sunlight. details are available from Layfield. Geotexile Separation: Ensure subgrade is rolled flat and compacted to engineer's specifications with no 7. Maintenance sharp objects or protrusions. Install geotextile as Once geotextiles and geogrids are installed and per General Installation above. carefully backfilled they do not require ongoing Geotextile Filtration for Trench Drain (French maintenance. Drain): Cut the geotextile to width and install such that there is sufficient material to wrap around the 8. Filing Systems drain system with a overlap at the top the width of www.LayfieldGroup.com the trench. www.geomembranes.com Other Uses: Please contact your local Layfield Representative for installation instructions for all other uses. HD Fowler Company Submittal Sec. 5: Ln 4 Vendor: 76540 9 M aterla . I P ropertles - M etrlc . V I a ues 21 Dec 2011 Non-Woven Needle-Punched Geotextiles - Metric Values ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 LP10 LP12 LP16 Grab Tensile (N) D4632 401 445 533 711 800 911 1,110 1,330 1,690 Elongation (%) D4632 50 50 50 50 50 50 50 50 50 Tear (N) D4533 178 222 222 267 333 356 444 511 644 CBR Punc (N) D6241 1110 1240 1380 1820 2022 2330 2890 3510 4560 ADS (microns) D4751 300 212 212 212 212 180 150 150 150 Permittivity (sec-l) D4491 2.0 2.0 1.7 1.5 1.4 1.4 1.2 1.0 0.7 Water Flow 2 D4491 6,095 5,689 4,885 4,480 4,074 3,657 3,251 3,055 2,035 (I/min/m ) UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% 70% 70% 70% 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x Roll Size (m) 110 110 110 91.4 91.4 91.4 91.4 91.4 45.7 Roll Weight1(kg) 73 78 86 92 99 113 140 181 112 10 M aterla . I P ropertles - USV a I ues 21 Dec 2011 Non-Woven Needle-Punched Geotextiles - US Values ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 LP10 LP12 LP16 Grab Tensile (Ibs) D4632 90 100 120 160 180 205 250 300 380 Elongation (%) D4632 50 50 50 50 50 50 50 50 50 Tear (Ibs) D4533 40 50 50 60 75 80 100 115 145 CBR Punc (Ibs) D6241 250 280 310 410 455 525 650 790 1025 ADS (sieve) D4751 50 70 70 70 70 80 100 100 100 Permittivity (sec-l) D4491 2.0 2.0 1.7 1.5 1.4 1.4 1.2 1.0 0.7 Water Flow (gpm/ft2) D4491 150 140 120 110 100 90 80 75 50 UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% 70% 70% 70% 15 x 15 x 15 x 15 x 15 x 15 x 15 x 15 x 15 x Roll Size (ft) 360 360 360 3002 2 2 300 300 150 300 300 Roll Weight1 (Ibs) 160 172 190 202 220 250 308 400 250 Note1: Typical values. All other values are minimum average roll values (MARV). Note2: LP6, LP7, and LP8 may be 15 x 360 ft depending on inventory Layfield www.geomembranes.com Tel (US): 1-800-796-6868 Environmental Systems service@geomembranes.com Tel (Canada): 1-800-840-2884 Design I Manufacture I Fabrication I Installation I Maintenance Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal Sec. 5: Ln 2 Vendor: 76540 Specification Geosynthetic & Industrial Fabrics 851 Houser Way N. Renton, WA 98055 phone 1-800-796-6868 fax 425-254-1575 Metal T-Post Length 5â€™ Weight 5 lbs nominal Color Green Spade on Bottom Posts are manufactured in a number of locations both international and domestic. If you have any questions with regard to the above you may contact Rob Emmons, Distribution Account Manager, at 425-503-6979 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - HICB1 83650 catch basin products Catch Basin Type 1 Reinforcing ASTM I WSDOT requirements All components #3 grade 60 reinforcing 6 Inch Riser .. 300lbs .. " " 20" 22" 12 Inch Riser 0" â€¢ 600 lb. , / / , / , / Precast Base , y / , / Base unit has four-way knock outs provided for pipe entry , I / / '"/ 2150lbs .. " .. " 20" 22" Confonnity Standerds ,c; 0 Washington State APWA I WSDOT Standard Specifications 12" WSDOTB-1 , / / 0 , / , / Y / , , I I / , I / .. './ / " "'" 20" 22" ." 0 , / 0 , / 20" , , / / / " , ~ / / .. 'r " I I r I 20" Note: drawings not to scal. Shope Enterprises, Inc. (2S3) 848-1551 1-800-422-7560 [Toll Free - WA only] 1618 East MaIn Avenue Fax Una 1 (253) 845-Q292 www .. har .... Â·tu.com Puyallup, WA 98372-3142 Fax Une2 (253) 864-6172 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) City of Arlington Community & Economic Development May 14, 2020 Martin & Joanne Van Leuven 5821 94th St SW Mukilteo, WA 98275 RE: Pre-Construction Requirements Project Name: Van Leuven Building Project Address: 3321 173rd Pl NE, Arlington, WA 98223 Project No.: PWD-2100 Dear Mr. & Mrs. Van Leuven, In order for work to commence at the Van Leuven project site, the following items need to be submitted to the City of Arlington. 1. Contractorâ€™s License No. and 24 hour emergency contact information. 2. Contractor must obtain a Business License with the City of Arlington. 3. Material submittals for all proposed stormwater infrastructure shall be approved. Allow one (1) weeksâ€™ time for review of material submittals. Once the items above have been received and approved, a pre-construction meeting will be scheduled. Project closeout information The performance bond shall be released when inspection and approval of all work has been completed, as-built plans, easements, dedications, and bills of sale have been approved and a two- year, 20% maintenance bond is on file with the City of Arlington. The maintenance bond consists of following and shall be indicated on the security: All included infrastructure relating to the public water, and sanitary sewer systems, right of way improvements along with any private and public landscaping. Maintenance Bond Estimated Cost of Construction $43,186.88 x 20% = $8,637.38 Should you have any questions or require additional information, please contact me at 360.403.3436 or rjones@arlingtonwa.gov. Sincerely, Raelynn Jones Permit Technician I Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov City of Arlington Community & Economic Development March 19, 2020 Martin & Joanne Van Leuven 5821 94th St SW Mukilteo, WA 98275 RE: Pre-Construction Requirements Project Name: Van Leuven Building Project Address: 3321 173rd Pl NE, Arlington, WA 98223 Project No.: PWD-2100 Dear Mr. & Mrs. Van Leuven, In order for work to commence at the Van Leuven project site, the following items need to be submitted to the City of Arlington. 1. A performance bond will need to be on file with the City of Arlington. This bond is to insure completion of the following and shall be indicated on the security: All included infrastructure relating to water, sanitary sewer, and stormwater drainage systems, any right of way improvements along with any private and public landscaping. Performance Bond Estimated Cost of Construction is $45,703.13 x 150% = $68,554.69 2. Contractorâ€™s License No. and 24 hour emergency contact information. 3. Contractor must obtain a Business License with the City of Arlington. 4. Contractor Proof of Insurance with the City of Arlington named as Additional Insured. 5. Material submittals for all proposed water, sewer and stormwater infrastructure shall be approved. Allow one (1) weeksâ€™ time for review of material submittals. Once the items above have been received and approved, a pre-construction meeting will be scheduled. 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov Project closeout information The performance bond shall be released when inspection and approval of all work has been completed, as-built plans, easements, dedications, and bills of sale have been approved and a two- year, 20% maintenance bond is on file with the City of Arlington. The maintenance bond consists of following and shall be indicated on the security: All included infrastructure relating to the public water, and sanitary sewer systems, right of way improvements along with any private and public landscaping. Maintenance Bond Estimated Cost of Construction $43,186.88 x 20% = $8,637.38 The City of Arlington Performance Bond form is included. Should you have any questions or require additional information, please contact me at 360.403.3436 or rjones@arlingtonwa.gov. Sincerely, Raelynn Jones Permit Technician I Community & Economic Development PRE-CONSTRUCTION MEETING AGENDA Community & Economic Development City of Arlington â€¢ 18204 59th Avenue NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403 3551 Project Name: Van Leuven Building Project No.: PWD#2100 Date: June 23, 2020 10:30 AM Contractor: Grandview North Superintendent: Scott Wammack Ph. No.: 360-435-5551 This meeting will be hosted online via Zoom. The permit packet will be available for pick up the day prior to the meeting. The purpose of this meeting is to provide the most common inspections and noteworthy information. This meeting is not intended to be all-encompassing. It is the responsibility of the Owner, Developer and Contractor to adhere to the approved plans, verify compliance with the City of Arlington Municipal Code, Public Works Design and Construction Standards, International Code Council (ICC), applicable local, state and federal requirements or any order, proclamation, guidance or decision of the Governor. INSPECTIONS INSPECTIONS (360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE â€¢ FIRE SUPPRESSION (FIRE ALARM, FIRE SPRINKLER) INSPECTION REQUESTS REQUIRE 48 HOURS NOTICE â€¢ Inspection are Monday-Friday with exception of Local, State or Federal Holidays. Building, Storm and Civil Inspections - 8 am to 4:30 pm; Water or Sewer inspections - 8:00 am to 3:30 pm â€¢ To cancel or modify an inspection - Building, Storm or Civil call 360-403-3433; Water or Sewer call 360-403-3526 â€¢ It is the responsibility of the Owner, Developer and Contractor to call and arrange for appropriate inspections. Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work â€¢ Failure to call for inspection may result in work being left exposed and/or removed and reconstructed â€¢ Re-inspections may be charged at $127.00 per hour, Â½ hour minimum for failure to call for inspection Submittal Documents ï² ïƒ¾ Contractor contacts and 24 hr. emergency numbers: ï² Copies of other agency permits or proof that the Scott Wammack â€“ 425-359-5630 application is in progress â€“ N/A ïƒ¾ Proof of insurance listing the City of Arlington as additional ïƒ¾ One week prior to the pre-construction meeting. insured: 5/27/2020 Submittals for all materials and subcontractor ïƒ¾ Performance Bond must be on file: #72253334 approvals: DISCUSS AT PRE-CON AS NECESSARY ïƒ¾ Contractorâ€™s License: Current ï² ï² Drafts of easements and dedications must be in for review: ~Need separate legal and exhibit map for City Council Approval â€“ REQUIRED WITH AS-BUILT SUBMITTAL ï² City of Arlington Design and Construction Standards and Specifications. (Available online) ï² Construction Work Hours â€“ Monday â€“ Saturday 7 am to 7pm. No Sundays City recognized or Federal Holidays UPCOMING HOLIDAYS â€“ Friday, July 3rd, 2020 (Independence Day Observed) SEE FULL LIST OF 2020 FEDERAL HOLIDAYS ï² Binders and approved plans shall be kept onsite ï² As-built plans will be required â€“ submit contractor redlined plans with as-built submittal Revised 11/2019 Inspections shall include, but are not be limited to: General Inspection Line 360-403-3417 Do not cover without inspection ï² ~Traffic Control and Drainage/Erosion (TESC) ï² â€¢ Installation Methods â€¢ Materials â€¢ Staking Requirements â€¢ Lamping and videotaping if required â€¢ Bedding â€¢ Bulk Hydrant Use â€“ 360-403-3526 â€¢ Suitability of native backfill & compaction requirements â€¢ Call for Locates ~Curb/Gutter/Sidewalk/Driveway ï² â€¢ Grade compaction, preparation and approval â€¢ Workmanship â€¢ Staking requirements â€¢ Testing (if required) â€¢ Curb ramp location approval â€¢ Protection from weather and vandalism â€¢ Source/Mix Design/Truck Tickets â€¢ Grade compaction, preparation and approval ~Irrigation ï² â€¢ Materials â€¢ Approval prior to backfill ~Roadway ï² â€¢ Subgrade preparation, approval & compaction results â€¢ Source/Mix Design/Truck Tickets â€¢ Top course requirements, approval & compaction results â€¢ ATB & CL. B installation requirements & approval â€¢ Blue tops (if required) â€¢ Workmanship & protection until cured â€¢ Right of Way â€¢ CDF required in right of way per R-140 ~Landscaping ï² â€¢ Planting schedule and methods â€¢ Verify root barrier installation â€¢ Approve changes, additions and/or deletions â€¢ Planting methods & before planting mulch installation â€¢ Onsite inspection prior to and during planting â€¢ Staking & top mulch installation â€¢ Inspect final grade for lawn installation â€¢ Inspect miscellaneous landscape items â€¢ (Hydro- seed/sod) â€¢ Final Inspection ~Striping, Signage and Permanent Barricades ï² â€¢ Paint/Thermoplastics/RPMâ€™s â€¢ Posts and installation requirements â€¢ Workmanship & protection until cured â€¢ Sign duplicates â€¢ MUTCD Required â€¢ Monumentation ~Lighting and Fencing ï² Sewer Inspection Line - 360-403-3508 Do not cover without inspection ï² â€¢ Installation methods â€¢ Suitability of native backfill & compaction requirement â€¢ Staking requirements â€¢ Materials â€¢ Bedding: â€¢ Testing 3/8inches clean washed pea gravel or imported clean â€¢ CDF required in right of way per R-140 sand Water Inspections - 360-403-3526 Do not cover without inspection ï² â€¢ Installation methods â€¢ Materials â€¢ FDC/Fire Department Connection (F) â€¢ Thrust blocks â€¢ Staking requirements â€¢ Testing & Purity â€¢ Bedding (if required) â€¢ Hydrant RPMâ€™s â€¢ CDF required in right of way per R-140 â€¢ Payment of fees prior to meter set Building Inspection Line 360-403-3417 ï² â€¢ Inspection request procedures and scheduling â€¢ Permit Expiration, conditions for extension, renewal â€¢ Special Inspections â€¢ Revisions, changed conditions, and added work â€¢ Wall/rockeries separate building permit Revised 11/2019 General Civil and Storm Drainage Requirements 1. Keep road clean. 2. Dust control required. 3. Maintain construction entrance â€“ use railroad ballast â€“ no spawls. 4. Silt fence as needed â€“ contact for tailgate discussion. 5. All grouting shall be inspected inside and out. 6. Sand collars required unless otherwise specified. 7. All risers to be wet set and mudded inside and out . 8. All infiltration areas to be inspected before cover. 9. Provide protection for all infiltrating materials / amended soils, railroad ballast, drain rock 10. ECO Pans required for concrete clean up or approved wash down area with water tight containment. 11. CDF is required in right of way per R-140, up to the bottom of asphalt; no compaction required. 12. A Traffic Control Plan shall be submitted and approved prior to any work within the public Right of Way. 13. Landscaping â€“ root barriers are required per Standard Detail R-270. General Utility Requirements: 14. Maintain survey staking. 15. All pipe in ground shall be inspected before cover. 16. Take pictures. 17. Call if you have any questions. 18. No pipe received on site without the ends covered; covers will remain in place until installation 19. Signed set of approved construction drawings will be on site. 20. General site maintenance - No garbage in the ditch; no fittings/pipe in the mud; fitting assembly in a clean area. 21. Maintain horizontal and vertical clearance with other utilities. 22. Maximum amount of open trench shall not exceed 100 feet. 23. Dropped and/or damaged pipe will be removed from the site and replaced. 24. Anticipate the possibility of high ground water in this area. De-watering pumps will need to be available and in good working condition if needed. 25. A Red Line copy of the construction drawings will be submitted to the COA at the project completion with the as-built plans. 26. Tracer Tape required for any non-detectable pipe. General Water Requirements 27. All service lines shall be 2 inches and reduced at meter. 28. No 2 inches setters will be installed without restraint rods/spacer (Spud) in place. No wood spacers. 29. Pipe handling - Anticipate low water flows for flushing, keep the pipe/fittings clean. Water tight plug shall be used. 30. Once fittings arrive on site they need to be verified that they conform to approved submittals/COA STD. 31. Reduced Pressure Backflow Assembly (RPBA) is required, preferably inside the building. The RPBA must be in line where the water enters the building. Placement of the RPBA is a minimum of 1 foot and a maximum of 5 feet from ground level. 32. Mega Lugs and Field Locks are required. 33. All valves to be in the closed position to prevent debris/water from entering pipe. 34. Heavy plastic (4 mil. min.) on all fittings prior the thrust blocking. 35. Pre-block and post-block inspections are required. An ecology block may be used with crushed rock backfill compacted to 95%, as needed. â€¢ Ecology Â½ block - 2â€™x2â€™x3â€™ (1900 lbs.); or â€¢ Ecology full block â€“ 2â€™x2â€™x6â€™ (3850 lbs.); or Revised 11/2019 â€¢ Per standard detail W-160 thru W-175. 36. All Services will be flushed prior to testing or connecting to the check valve to prevent the check valve from damage. 37. What type of chlorination will you use? Disposal of the Super Chlorinated water? 38. Tie-in connections shall be less than 18 feet and swabbed with a chlorinated water solution of appropriate strength. 39. Water meter will not be set until connection fees have been paid. Contact the Permit Center for or apply online. 360-403-3551 or arlingtonwa.gov/254/Construction-Utility-Applications General Sanitary Sewer Requirements 40. Side sewer pipe and stubs shall be 6 inches. 41. Bedding shall be 3/8 inch clean washed pea gravel or imported clean sand, 6 inches below pipe and 12 inches above pipe. 42. Cleanouts shall be placed 5 feet from the building where each sewer stub exits the building. Cleanouts are required every 100 feet, must be at grade with ring, cover and internal plug, not a cap. If a clean out is not located in a solid surface, it will require a concrete pad. 43. All grouting shall be inspected inside and out. 44. All risers to be wet set and mudded inside and out . 45. Sanitary Sewer Pipe shall be cleaned and tested after backfilling by either exfiltration or low pressure air method. 46. Tracer Tape is required over side sewer pipes and stubs at 24 to 48 inches below finished grade extending the full length. 47. Monitoring manhole (MMH) is required for each commercial use within the city. If multi-tenant, each unit needs to connect separately to a MMH. Maximum of three (3) units may connect to one (1) MMH. Detail SS-130 General Building Requirements 48. Permit numbers shall be added to all required reports and emailed to the following: o Launa Peterson â€“ lpeterson@arlingtonwa.gov o Nova Heaton â€“ nheaton@arlingtonwa.gov o Kevin Olander â€“ kolander@arlingtonwa.gov o Christina Humphrey - chumphrey@safebuilt.com o SAFEbuilt BellevueWA General Mailbox - Safebuiltbellevue@safebuilt.com 49. Plan Revisions shall be submitted to ced@arlingtonwa.gov, chumphrey@safebuilt.com and Safebuiltbellevue@safebuilt.com by electronic file for review. o When approved, the signed electronic file will be sent to the Permit Center. o The Permit Center will coordinate hard copy of the approved plans at the Owner/Developer/Contractors expense. This process is easier with a Billâ€™s Blueprint account. 50. All communication with SafeBuilt shall include ced@arlingtonwa.gov. Revised 11/2019 City of Arlington Community & Economic Development April 8, 2021 The Cube, LLC 5821 94th St SW Mukilteo, WA 98275 RE: Project Closeout Project Name: Van Leuven Mixed Use Building Project Address: 3321 173rd Pl NE, Arlington, WA 98223 Project No.: PWD-2100 Dear Mr. and Mrs. Van Leuven, Construction of the Van Leuven Mixed Use project is nearing completion. Prior to Certificate of Occupancy issuance and performance bond #72253334 release, review and approval of all items related to the project closeout are required. Plans shall adhere to the Public Works Design and Construction Standard 1-11. 1. Construction Punch-list completion and approval. Call 360-403-3417 for inspection when complete. a. Landscaping is incomplete. b. The center planter strip in the parking lot is paved over. That asphalt needs to be removed. c. Complete dumpster enclosure. d. Install the ADA parking signage in front of the building. e. The 2 ADA parking stalls in front of the building need tire stops. (not included in the plans). f. Install parking lot illumination. g. Fire lane marking on curbs. h. Install bike rack. 2. As-Built plans: a. Include all public and private infrastructure, and right of way improvements. b. As-built plans from Marysville are required, once approved. c. Submit one (1) full paper set along with the electronic format (PDF). d. AutoCAD files for the City of Arlington and the City of Marysville will be required with As-Built plan final approval. 3. Bills of Sale (attached): a. For public stormwater drainage, must be submitted with As-Built plans. 4. Right of Way Dedication Review: a. Submittal of legal description and exhibit map by a Professional Engineer or Surveyor Page 1 of 2 Van Leuven Mixed Use Project Closeout Requirements 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov Van Leuven Mixed Use Project Closeout Requirements Page 2 of 2 April 8, 2021 licensed in the state of Washington. b. Right of Way Dedications require Council approval of which may extend the project closeout timeline. c. The City will prepare the Statutory Warranty Deed and the Real Estate Excise Tax Affidavit for the right of way dedication. 5. Maintenance Bond: a. A 2-year maintenance bond is required. The City of Arlington will accept the Suretyâ€™s standard form or an Assignment of Funds. b. The following shall be indicated on the security: i. The Bond shall not be released without written discharge from the City of Arlington ii. All items to be dedicated to the City of Arlington, or were repaired due to construction; including but not limited to infrastructure relating to the stormwater drainage systems, private and public landscaping and right- of-way improvements. c. Maintenance Bond Estimated Cost of Construction $43,186.88 x 20% = $8,637.38 Please feel free to reach out should you have any questions. 360-403-3551 Sincerely, Launa Peterson, Permit Technician II Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov 173rd ROW Dedic ation 173RD PL NE D V L B T IN O P Y E K O M S SR 531 172ND ST NE Â± City of Arlington d Exhibit B n rd e 173rd ROW Dedic ation Â² 173 ROW Dedic ation g e L Aerial 2020 Scale: File: 1 inc h = 100 feet 173rdROW_8.5x11_21 Maps and GIS data are distributed â€œAS-ISâ€ without warranties of any kind, either express or implied, including but not limited to warranties of suitability for a particular purpose or use. Map data are compiled from a variety of sources which may contain errors and users who rely upon the information Date: Cartographer: do so at their own risk. Users agree to indemnify, defend, and hold harmless the City of Arlington for any and all liability of any nature arising out of or resulting from the lack of accuracy or correctness of the 5/7/2021 akc data, or the use of the data presented in the maps. 173rd ROW Dedic ation 173RD PL NE D V L B T IN O P Y E K O M S SR 531 172ND ST NE Â± City of Arlington d Exhibit B n rd e 173rd ROW Dedic ation Â² 173 ROW Dedic ation g e L Aerial 2020 Scale: File: 1 inc h = 100 feet 173rdROW_8.5x11_21 Maps and GIS data are distributed â€œAS-ISâ€ without warranties of any kind, either express or implied, including but not limited to warranties of suitability for a particular purpose or use. Map data are compiled from a variety of sources which may contain errors and users who rely upon the information Date: Cartographer: do so at their own risk. Users agree to indemnify, defend, and hold harmless the City of Arlington for any and all liability of any nature arising out of or resulting from the lack of accuracy or correctness of the 5/7/2021 akc data, or the use of the data presented in the maps. Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/16/2020 Vanleuven Building Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Demolition N/A N/A An employee is removing the existing structure. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/18/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/19/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/23/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/1/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews are installing the project infiltration trenches. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/9/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Flatwork for the building foundation. Infiltration Trenches Yes Yes Crews continue installing infiltration trenches around the building. All except the remainder of the west trench are complete. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/10/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work Only N/A N/A Crews are stripping foundation forms. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/13/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work Yes Yes Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/14/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Crews continue to form the building foundation. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/16/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/17/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with foundation construction. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/21/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews are installing roof drains. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/22/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS There were no workers on site when I visited. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/27/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/30/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Waterline Yes Yes Crews are installing the water line for the building. Public works in on site inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/5/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work only N/A N/A Crews are placing concrete for the building slab. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/7/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/10/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/25/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL - N/A ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/27/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSU- N/A E NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/31/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/1/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/3/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/10/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/14/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/16/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/18/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/21/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/23/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/26/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/2/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/6/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/12/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil work to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/13/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/16/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/17/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/18/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews are installing the infiltration trench and drainage runs on the south side of the building. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/20/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only today. Crews have backfilled the sewer connection to the building. The City of Marysville is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/24/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews are installing electrical conduit. L&I is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜ - Yes â˜’ - No â˜EROSION CONTROL ISSUE - N/A NOTES Inlet Protection There is no inlet protection in one of the catch basins which has been covered with dirt. The foreman is not on site. I will contact the CESCL to have the issue fixed. INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/2/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sidewalks Yes N/A Crews are setting forms in preparation of sidewalk paving. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/3/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sidewalks Yes Yes Crews are placing concrete for the building sidewalks. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/15/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/22/2020 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/4/2021 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Illumination Yes Yes Crews are placing conduit for the parking lot illumination. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/7/2021 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Illumination Yes Yes Crews are prepping luminaire bases and backfilling conduit. Grading Yes Yes Crews are grading the area behind and to the east of the building. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/12/2021 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Clearing Yes N/A Crews are removing vegetation on the west side of the roadway in preparation of roadway improvements. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 2/24/2021 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/1/2021 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. Sidewalk Yes Yes The sidewalk on the east side of the building was placed. See the photo below. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/2/2021 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Frontage Improvements Yes Yes Crews are preparing the base of the roadway/parking area on the south side of the building. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/4/2021 Vanleuven Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Frontage Improvements Yes Yes Crews are paving the frontage improvements. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? â˜ - Yes â˜’ - No Is the contractor maintaining the traffic control devices? â˜ - Yes â˜ - No â˜’ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractorâ€™s erosion control measures in place? â˜’ - Yes â˜ - No Is the contractor maintaining erosion control BMPs? â˜’ - Yes â˜ - No â˜EROSION CONTROL ISSUE - N/A NOTES N/A INSPECTOR COMMENTS None Page 2