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Home My WebLink About16415 Smokey Point Blvd_PWD2153_2026 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department City of Arlington l 18204 59th Avenue NE l Arlington WA 98223 l (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: l Type I permits complete all sections. l 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 l 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 $ 13,223.13 $ 614,722.13 $ 627,945.25 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: l Road and Alley (Public) l Stormwater Drainage and Grading (Public) l Utilities (Public) l Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 13,223.13 PERFORMANCE DEVICE 150% Amount Due $ 19,834.69 Base Calculation of Maintenance Device $ 9,093.75 MAINTENANCE DEVICE 20% Amount Due $ 1,818.75 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 17 $ 603.50 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 1350 $ 2,700.00 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 $ - 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): $ 3,303.50 MOBILIZATION 10%: $ 330.35 CONTINGENCY 15%: $ 495.53 TOTAL: $ 4,129.38 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Public Private STORMWATER DRAINAGE 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 $ - 8 $ 14,800.00 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 $ - $ - 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 $ - 435 $ 9,570.00 Culvert, CPP, 12" $ 28.00 LF $ - 8 $ 224.00 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 $ - $ - 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 $ - 581 $ 52,290.00 Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - 5 $ 7,500.00 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 Yard Drain $ 500.00 EACH $ - 9 $ 4,500.00 $ - $ - $ - $ - $ - $ - SUBTOTAL: $ - $ 88,884.00 MOBILIZATION 10%: $ - CONTINGENCY 15%: $ - TOTAL: $ - $ 88,884.00 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 $ - $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - $ - Excavation - Trench $ 5.00 CY $ - $ - Fencing, cedar, 6' high $ 25.00 LF $ - 1080 $ 27,000.00 Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, 20' $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill & compact - common barrow $ 27.00 CY $ - 9200 $ 248,400.00 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 ECOLOGY BLOCK $ 25.00 EACH $ - 180 $ 4,500.00 $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 279,900.00 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 1000-2000sy$ 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 15 $ 225.00 $ - Curb and Gutter, demolition and disposal$ 20.00 LF 15 $ 300.00 $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - 884 $ 3,978.00 Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF $ - $ - 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 $ - 965 $ 38,600.00 Sidewalk, 4" thick, demolition and disposal$ 36.00 SY $ - $ - Sidewalk, 6" thick $ 45.00 SY 75 $ 3,375.00 $ - Sidewalk, 6" thick, demolition and disposal$ 45.00 SY 75 $ 3,375.00 $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH $ - 2 $ 200.00 Striping, per stall $ 7.50 EACH $ - 31 $ 232.50 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 $ 7,275.00 Subtotal $ 43,010.50 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 $ - 2444 $ 24,440.00 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 $ - 2444 $ 18,330.00 Gravel Base Course 4" $ 15.00 SY $ - $ - Gravel Base Course 6" $ 22.50 SY $ - 2444 $ 54,990.00 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 SY$ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 SY$ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 97,760.00 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. Dia$ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. Dia$ 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 1 $ - $ - 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 foot$ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $ - for additional depth over 4 feet/per foot$ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $ - for additional depth over 4 feet/per foot$ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $ - for additional depth over 4 feet/per foot$ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $ - for additional depth over 4 feet/per foot$ 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 $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS Tree $ 100.00 EACH $ - 48 $ 4,800.00 Shrub $ 50.00 EACH $ - 496 $ 24,800.00 Groundcover $ 0.10 SF $ - 25878 $ 2,587.80 Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ 7,275.00 $ 420,670.50 MOBILIZATION 10%: $ 727.50 $ 42,067.05 CONTINGENCY 15%: $ 1,091.25 $ 63,100.58 GRANDTOTAL: $ 9,093.75 $ 525,838.13 Rev 7/2017 PLANT SCHEDULE GENERAL NOTES 4/L-2 - 4x4 AT GRADE TIMBER EDGING, TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE LOCATION FOR FUTURE 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND REBAR SPIKES EVERY 18" POND, WATER FEATURE, AND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. ADDITIONAL SEATING. ACE BLO 4 Acer palmatum `Bloodgood` Bloodgood Japanese Maple 2" Cal. EXISTING WATER QUALITY FENCE WITH SCREENING RAISED GARDEN BEDS ON 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN CELL CRUSHED GRAVEL AREA AREA TO BE LAWN AT THIS TIME ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, ACE LAC 1 Acer palmatum `Dissectum atropurpureum` Japanese Laceleaf Maple 2" Cal. MOST RECENT PUBLISHED. CHA ARR 11 Chamaecyparis nootkatensis `Green Arrow` Green Arrow Nootka Cypress 2" Cal. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE WASHED ROUNDED COR NUT 3 Cornus nuttallii Western Flowering Dogwood 6` Ht. CONTRACTOR. COBBLE (6" DEEP) ON LANDSCAPE FABRIC ARC UVA PSE DOU FAG PUR 2 Fagus sylvatica `Purpurea Pendula` Weeping Purple Beech 2" Cal. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL ACE CIR SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL RIB SAN FRA JUN 4 Fraxinus americana `Junginger` TM Autumn Purple White Ash 2" Cal. MAG KOB HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. MAG KOB 4 Magnolia kobus Kobus Magnolia 2" Cal. HEB AUT NATIVE VEGETATION 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION. BER AT3 BUFFER PSE DOU 10 Pseudotsuga menziesii Douglas Fir 6` Ht. 3/L-2 - BENCHES plants include: 6. MEDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS IN MULCH snowberry FOR FIE willow STE PSE 3 Stewartia pseudocamellia Japanese Stewartia 2" Cal. WITH A MINIMUM OF 2 INCHES. vine maple HEM YH2 7. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE VIB SHA pacific dogwood THU GR2 6 Thuja standishii x plicata `Green Giant` Green Giant Arborvitae 2" Cal. UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS HYD WAV PRU OTT twinberry MAY BE ADJUSTED TO AVOID CONFLICT. doug fir SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE L A W N salmonberry 8. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ACE CIR 40 Acer circinatum Vine Maple 5 gal. ACE CIR PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE SAR DI2 BER AT3 12 Berberis thunbergii `Atropurpurea Nana` Dwarf Redleaf Japanses Barberry 2 gal. OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. L A W N CHA ARR RHO ATR CHA GRA 8 Chamaecyparis obtusa `Gracilis` Slender Hinoki Cypress 5 gal. 9. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES PIE CAV COR MID 34 Cornus sanguinea `Midwinter Fire` Blood-Twig Dogwood 2 gal. TO BE DETERMINED BY REQUIRED PLANT SPACING. COR MID CHA GRA HEU B20 10. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON COR KEL 18 Cornus stolonifera `Kelseyi` Kelsey Dogwood 2 gal. PAD WITH DECORATIVE SCORE THE PLAN WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, JOINTS FOR PICNIC TABLES SIZE, AND SPACING. THU EME FOR FIE 18 Forsythia x intermedia `Fiesta` Fiesta Forsythia 2 gal. 11. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY 3/L-2 - BENCHES IN MULCH HEB AUT 16 Hebe x `Autumn Glory` Autumn Glory Hebe 2 gal. SUBJECT TO APPROVAL BY THE OWNERS REPRESENTATIVE AND CITY. CAR OSH 24" SQUARE STEPPING 12. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR OSM HET STONES HYD WAV 10 Hydrangea macrophylla `Blue Wave` Blue Wave Lacecap Hydrangea 2 gal. CONTRACTOR TO UNLESS OTHERWISE NOTED. REMOVE ALL SAR DI2 WALKWAY LON INV 12 Lonicera involucrata Twinberry 2 gal. 13. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT WEEDS AND INVASIVES FROM HYD WAV FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES THIS AREA IN PREP HEU B20 NAN MOO 9 Nandina domestica `Moon Bay` TM Heavenly Bamboo 2 gal. ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM OF PLANTING FOUNDATION. COR KEL HEM YH2 HORSESHOE OSM DEL 3 Osmanthus delavayi Delavayi Osmanthus 5 gal. RHO D20 COURT 14. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE SPI SPI VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY VIB DAV OSM HET 13 Osmanthus heterophyllus `Goshiki` Goshiki Holly Olive 2 gal. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE HEM YH2 LANDSCAPE ARCHITECT. PIE CAV 9 Pieris japonica `Cavatine` Lily of the Valley Bush 2 gal. PRU OTT LAV DEN 15. AUTOMATED IRRIGATION SYSTEM TO BE BIDDER DESIGNED PROVIDED. 3/L-2 - BENCHES ON PRU OTT 51 Prunus laurocerasus `Otto Luyken` Luykens Laurel 2 gal. CONCRETE 16. BASEMAP PROVIDED BY CASCADE SURVEYORS AND ENGINEERS, ARLINGTON, WA, RHO SCH 4 Rhododendron schlippenbachii Royal Azalea 5 gal. L A W N RHO D20 29 Rhododendron x `Dreamland` Yaku Dreamland Rhododendron 2 gal. RHO RA2 16 Rhododendron x `Ramapo` Ramapo Rhododendron 2 gal. BIKE RACK RHO ATR 8 Rhododendron x `Taurus` Taurus Rhododendron 2 gal. SOIL NOTES SIDEWALK RIB SAN 3 Ribes sanguineum Red Flowering Currant 2 gal. 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY RUB SPE 16 Rubus spectabilis Salmonberry 1 gal. OWNERS REPRESENTATIVE. ROAD BASE, GLACIAL TILL, GRAVEL OR CONTAMINATED SOILS ARE NOT ACCEPTABLE AND WILL BE REJECTED. SAL HOO 7 Salix hookeriana Dune Willow 2 gal. 2. SITE TOPSOIL SHALL HAVE ALL ROCKS, GRASS CLODS AND DEBRIS LARGER THAN 1" WHENEVER VISIBLE ON THE SURFACE SAR DI2 15 Sarcococca hookeriana digyna `Purple Stem` Purple Stem Sweetbox 2 gal. 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO SPI SPI 15 Spiraea japonica `Little Princess` Little Princess Japanese Spirea 2 gal. OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. COMPOST TO BE WSDOT CERTIFIED. FENCE WITH SCREENING COVERED SHELTER AREA - COLOR AND SPORT COURT WITH TWO SYM MAG 36 Symphoricarpos albus `Magic Berry` Compact Snowberry 2 gal. 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO ROOFING TO MATCH MAIN BUILDING B-BALL HOOPS USE IMPORTED 2-WAY TOPSOIL. THU EME 77 Thuja occidentalis `Emerald` Emerald Arborvitae 2 gal. 5. TOPSOIL DEPTHS VIB DAV 7 Viburnum davidii David Viburnum 2 gal. PLANTING PLAN 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9" IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO EXISTING SUBGRADE 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) VIB SHA 10 Viburnum plicatum tomentosum `Shasta` Shasta Japanese Snowball 2 gal. USING THE DIG AND DROP METHOD. LIGHTLY TAMP 6" LAYERS OF SOIL BY HAND OR LIGHTLY WITH EXCAVATOR. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SIZE CAR OSH 22 Carex oshimensis `Everoro` Everoro Japanese Sedge 2 gal. 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE DETAIL THIS SET. HEM YH2 28 Hemerocallis x Hybrid Daylily 1 gal. 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. ROTO-TILLER MAY BE USED TO PROVIDE A SMOOTH GRADE FOR HEU B20 31 Heuchera x `Black Beauty` Coral Bells 1 gal. LAWNS. Shade Calculations LAV DEN 19 Lavandula dentata French Lavender 2 gal. 6. TOPSOIL SHALL NOT BE MOVED, MIXED OR PLACE WHILE SATURATED. 7. IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO PARKING LOT LANDSCAPE MIS LIT 6 Miscanthus sinensis `Little Kitten` Little Kitten Eulalia Grass 2 gal. EXISTING GRADE. POL MUN 58 Polystichum munitum Western Sword Fern 1 gal. Area of Parking 5,301 SF GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE Shade Required 1,060 SF (.20 x SF) AJU RCC 117 Ajuga reptans `Black Scallop` Black Scallop Carpet Bugle 6" Shade Provided 1,523 SF ARC UVA 350 Arctostaphylos uva-ursi Kinnikinnick 6" GAU SH2 61 Gaultheria shallon Salal 6" SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE one inch GRA SEL 10,045 sf Grass Sod Locally Proven Turf sod 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 9.20.19 SCALES: 1 9.20.19 permit set pd pd WASHINGTON Recovery Center 2 3.26.20 per city ccomments - west wall relocation pd pd Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' PLA NTING PLAN DRAWING: 1928land Grandview North LLC Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1928 Mount Vernon, WA 98273 f. 800.508.2017 3321 173rd PLACE NE www.eccosdesign.com . DESIGNED: PD . SHEET: contact: Scott Wammack PATRIK DYLAN DRAWN: PD L-1 eccosDesignLLC contact: Patrik Dylan CERTIFICATE NO. 793 Arlington, WA CHECKED: PD Preliminary OF 2 PLANT SHRUB 1/2" HIGHER GUYING APPARATUS: GROUNDCOVER PLANT. THAN DEPTH GROWN AT CUTBACK, PULL OUT AND DISTURB ALL HEAVY DUTY POLY CHAIN LOCK SEE PLANT LIST NURSERY. CIRCLING ROOTS FROM ANY CONTAINER GROWN PLANTS BARK MULCH FERTILIZE ALL PLANTS WITH 8 FOOT, 2" ROUND APPROVED STARTER FERTILIZER TREE STAKES TO BE VERTICAL, LODGEPOLE PINE STAKES, APPLIED AT MANUFACTURER'S PARALLEL, EVEN-TOPPED, 2 PER TREE SUGGESTED RATES UNSCARRED AND DRIVEN INTO TOPSOIL DEPTH AND UNDISTURBED SUBGRADE 2" DEPTH BARK MULCH TYPE AS SPECIFIED MULCH SCARIFY ROOTBALL OF FERTILIZE ALL TREES WITH CONTAINER-GROWN PLANTS. EXISTING 4" WATERING BASIN APPROVED STARTER FERTILIZER PRIOR TO BACKFILLING SECTION SUBGRADE SURROUNDING TREE 2" DEPTH BARK MULCH APPLIED AT MANUFACTURER'S SUGGESTED RATES FINISH GRADE 4" WATERING BASIN SURROUNDING PLANT PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. FINISH GRADE COMPLETELY REMOVE ALL GROUNDCOVER PLANT EQUAL BURLAP, GROWBAG, STRING SPACING AS INDICATED DISTANCE 12"MIN. AND FOREIGN MATERIALS FROM COMPLETELY REMOVE ALL ON PLANT LIST (TYPICAL) THE ROOT BALL. BURLAP, GROWBAG, STRING AND FOREIGN MATERIALS DISTANCE PLANTING BACKFILL MIX EDGE OF PLANTER FROM THE ROOT BALL. EQUAL 60Â° EXISTING SUBGRADE EQUAL DISTANCE PLANTING BACKFILL SCARIFY PLANTING 1.5 - 2 TIMES ROOT PIT WALLS SCARIFY PLANTING PIT WALLS 1/2 DISTANCE BALL DIAMETER SET ROOTBALL ON MOUND EXISTING SUBGRADE OF COMPACTED PLANTING 2 TIMES PLAN 4 TIMES ROOT BALL DIAMETER BACKFILL MIX SET ROOTBALL ON MOUND OF ROOTBALL DIA. COMPACTED PLANTING BACKFILL MIX 1 TREE PLANTING 2 SHRUB PLANTING 3 GROUNDCOVER PLANTING L-2 NO SCALE L-2 NO SCALE L-2 NO SCALE BENCH; SEE PLANS FOR LOCATIONS TURF BLADES LAWN OR PLANTER BED SOD ROOT ZONE; MIN 1.5" EMBED MOUNT IN SOFT SURFACE BAR IS COUNTER SUNK SURFACE MOUNT ON 2" TWO WAY TOPSOIL 4" X 4" TREATED TIMBER PAD 1" CRUSHED EXISTING SUBGRADE AGGREGATE NOTES: 1. SOD SHALL BE A LOCALLY PROVEN VARIETIES AND GROWN FOR LOCAL USDA HARDINESS ZONE 2. PREPARE EXISTING SUB-GRADE BY MECHANICALLY LOSENING SECTION 4" MINIMUM CRUSHED AGGREGATE 3. LEVEL SURFACE WITH IRON RAKE, KNOCK DOWN ANY HIGH SPOTS AND FILL DEPRESIONS #2 REBAR, 24" LONG, EVERY 18' O.C. NOTES; 4. PLACE 2" OF TWO-WAY TOPSOIL AND LEVEL NOTES: 1. INSTALLATION PER MANUFACTURER INSTRUCTIONS 5. INSURE SOIL LEVEL IS MIN 1" BELOW GRADE OF ANY PAVED SURFACE 1. 4X4 SELECTED TO BE STRAIGHT 2. SEATING SURFACE TO BE RECYCLED PLASTIC 1 6. LAY FIRST ROW IN THE LONGEST STRAIGHT ROW POSSIBLE, OFTEN ADJACENT 3. FRAME TO BE 'BLACK' 2. ANY VARIATION MORE THAN 4" FROM A STRAIGHT LINE WILL NOT BE ACCEPTED TO PAVED SURFACE 4. ALL FASTENERS FOR INSTALLATION ARE TO BE STAINLESS STEEL. 7. LAY SUBSEQUENT ROWS TIGHTLY PARALLEL TO FIRST ROW WITH LATERAL 5. ACCEPTABLE MANUFACTURER IS 'PACIFIC OUTDOOR PRODUCTS - JOINT STAGGER. DO NOT OVERLAP SOD SECTIONS. SE 5165 8. WATER AND FERTILIZE FIRST DAY OF INSTALLATION, PER SUPPLIERS DIRECTIONS. 4 BENCH 4 WOOD EDGE TO GRAVEL 6 SOD PLANTING L-2 NO SCALE L-2 NO SCALE L-2 NO SCALE one inch 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 9.20.19 SCALES: 1 9.20.19 permit set pd pd WASHINGTON Recovery Center 2 3.26.20 per city ccomments - west wall relocation pd pd Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' DETAILS DRAWING: 1928land Grandview North LLC Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1928 Mount Vernon, WA 98273 f. 800.508.2017 3321 173rd PLACE NE www.eccosdesign.com . DESIGNED: PD . SHEET: contact: Scott Wammack PATRIK DYLAN DRAWN: PD L-2 eccosDesignLLC contact: Patrik Dylan CERTIFICATE NO. 793 Arlington, WA CHECKED: PD Preliminary OF 2 MEMORANDUM To: Scott Wammack, Grandview From: Brad Lincoln, PE Subject: Smokey Point Recovery Center Parking Analysis Date: October 14, 2019 Project: GTC #19-261 Gibson Traffic Consultants, Inc. (GTC) has been retained to provide a parking analysis for the Smokey Point Recovery Center development. The site is located along the east side of Smokey Point Boulevard, south of 165th Place NE. A site vicinity map is included in Figure 1. Point Blvd y 168th St NE Smoke 165th St NE SITE Figure 1: Site Vicinity Map 2813 Rockefeller Avenue ï‚ Suite B ï‚ Everett, WA 98201 Tel: 425-339-8266 ï‚ Fax: 425-258-2922 ï‚ E-mail: info@gibsontraffic.com Smokey Point Recovery Center Parking Analysis The Smokey Point Recovery Center development is proposed to consist of a total of a 14,000 square- foot (SF) inpatient treatment facility with 36 beds. Brad Lincoln, responsible for this memorandum, is a licensed professional engineer (Civil) in the State of Washington and member of the Washington State section of ITE. The parking demand calculations for the Smokey Point Recovery Center development are based on rates identified in the Arlington Municipal Code and data published by the Institute of Transportation Engineers (ITE) in the Parking Generation Manual, 5th Edition (2019). The Arlington Municipal Code identifies a rate of 3 spaces for every 5 beds. The parking demand for the 14,000 SF inpatient treatment facility is based on ITE Land Use Code 620, Nursing Home. There is not a specific land use for inpatient treatment facilities, but â€œNursing Homeâ€ is the most applicable land use since the description identifies that employees are present 24 hours a day and residents do not drive. Additionally, this land use was utilized to calculate the trip generation of the development. ITE publishes average and 85th Percentile for the weekday peak-period parking demand. The parking demand rates are: ï‚· Arlington Municipal Code, 3 spaces per 5 beds = demand of 22 spaces ï‚· Average Rate, 0.72 spaces per 1,000 SF = demand of 10 spaces ï‚· 85th Percentile Rate, 1.32 spaces per 1,000 SF = demand of 18 spaces The Smokey Point Recovery Center is proposed to include 31 parking spaces, which should provide a sufficient parking supply. Gibson Traffic Consultants, Inc. October 2019 info@gibsontraffic.com 2 GTC #19-261 Construction Stormwater General Permit Stormwater Pollution Prevention Plan (SWPPP) for Van Leuven LDA Tax Parcel Numbers: 31052800201500 Prepared for: The Washington State Department of Ecology Northwest Regional Office 3190 â€“ 160th Avenue SE Bellevue, WA 98008-5452 (425) 649-7000 Permittee / Owner Developer Operator / Contractor RGB LLC Grandview North LLC E & D Excavating Unassigned Address (Lot East of 16419 Smokey Point Blvd, Arlington, WA 98223) Identified as Tax Parcel # 31052800201500 Certified Erosion and Sediment Control Lead (CESCL) Name Organization Contact Phone Number Dan Groendk E & D Excavating 360 435-4605 SWPPP Prepared By Name Organization Contact Phone Number Josh Hogan Cascade Surveying & 360 435-5551 Engineering Inc. SWPPP Preparation Date March 2020 Project Construction Dates Activity / Phase Start Date End Date LDA 07/2020 10/2021 P a g e | 1 Table of Contents 1 Project Information .............................................................................................................. 5 1.1 Existing Conditions ...................................................................................................... 5 1.2 Proposed Construction Activities .................................................................................. 6 2 Construction Stormwater Best Management Practices (BMPs) ........................................... 7 2.1 The 13 Elements .......................................................................................................... 7 2.1.1 Element 1: Preserve Vegetation / Mark Clearing Limits ........................................ 7 2.1.2 Element 2: Establish Construction Access ............................................................ 8 2.1.3 Element 3: Control Flow Rates ............................................................................. 9 2.1.4 Element 4: Install Sediment Controls .................................................................... 9 2.1.5 Element 5: Stabilize Soils ....................................................................................10 2.1.6 Element 6: Protect Slopes....................................................................................11 2.1.7 Element 7: Protect Drain Inlets ............................................................................11 2.1.8 Element 8: Stabilize Channels and Outlets ..........................................................11 2.1.9 Element 9: Control Pollutants ...............................................................................12 2.1.10 Element 10: Control Dewatering ..........................................................................13 2.1.11 Element 11: Maintain BMPs .................................................................................13 2.1.12 Element 12: Manage the Project ..........................................................................15 2.1.13 Element 13: Protect Low Impact Development (LID) BMPs .................................16 3 Pollution Prevention Team .................................................................................................16 4 Monitoring and Sampling Requirements ............................................................................17 4.1 Site Inspection ............................................................................................................17 4.2 Stormwater Quality Sampling ......................................................................................17 4.2.1 Turbidity Sampling ...............................................................................................17 4.2.2 pH Sampling ........................................................................................................17 5 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies .........................19 5.1 303(d) Listed Waterbodies ..........................................................................................19 5.2 TMDL Waterbodies .....................................................................................................19 6 Reporting and Record Keeping ..........................................................................................20 6.1 Record Keeping ..........................................................................................................20 6.1.1 Site Log Book ......................................................................................................20 6.1.2 Records Retention ...............................................................................................20 6.1.3 Updating the SWPPP ...........................................................................................20 6.2 Reporting ....................................................................................................................21 6.2.1 Discharge Monitoring Reports ..............................................................................21 6.2.2 Notification of Noncompliance ..............................................................................21 P a g e | 2 List of Tables Table 1 â€“ Summary of Site Pollutant Constituents ................................................................ 5 Table 2 â€“ Pollutants ................................................................................................................12 Table 3 â€“ pH-Modifying Sources ............................................................................................13 Table 5 â€“ Management ............................................................................................................15 Table 6 â€“ BMP Implementation Schedule ..............................................................................15 Table 7 â€“ Team Information ....................................................................................................16 Table 8 â€“ Turbidity Sampling Method ....................................................................................17 Table 9 â€“ pH Sampling Method ..............................................................................................18 List of Appendices Appendix/Glossary A. Site Map B. BMP Detail C. Correspondence D. Site Inspection Form E. Construction Stormwater General Permit (CSWGP) F. 303(d) List Waterbodies / TMDL Waterbodies Information G. Contaminated Site Information H. Engineering Calculations P a g e | 3 List of Acronyms and Abbreviations Acronym / Abbreviation Explanation 303(d) Section of the Clean Water Act pertaining to Impaired Waterbodies BFO Bellingham Field Office of the Department of Ecology BMP(s) Best Management Practice(s) CESCL Certified Erosion and Sediment Control Lead CO2 Carbon Dioxide CRO Central Regional Office of the Department of Ecology CSWGP Construction Stormwater General Permit CWA Clean Water Act DMR Discharge Monitoring Report DO Dissolved Oxygen Ecology Washington State Department of Ecology EPA United States Environmental Protection Agency ERO Eastern Regional Office of the Department of Ecology ERTS Environmental Report Tracking System ESC Erosion and Sediment Control GULD General Use Level Designation NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Units NWRO Northwest Regional Office of the Department of Ecology pH Power of Hydrogen RCW Revised Code of Washington SPCC Spill Prevention, Control, and Countermeasure su Standard Units SWMMEW Stormwater Management Manual for Eastern Washington SWMMWW Stormwater Management Manual for Western Washington SWPPP Stormwater Pollution Prevention Plan TESC Temporary Erosion and Sediment Control SWRO Southwest Regional Office of the Department of Ecology TMDL Total Maximum Daily Load VFO Vancouver Field Office of the Department of Ecology WAC Washington Administrative Code WSDOT Washington Department of Transportation WWHM Western Washington Hydrology Model P a g e | 4 1 Project Information Project/Site Name: Smokey Point Recovery Center Street/Location: Lot East of 16419 Smokey Point Blvd City: Arlington State: WA Zip code: 98223 Subdivision: N/A Receiving waterbody: N/A 1.1 Existing Conditions Total acreage (including support activities such as off-site equipment staging yards, material storage areas, borrow areas). Total acreage: 1.95 Disturbed acreage: 1.85 Existing structures: No Structures Landscape topography: Drainage patterns: Site is flat with well draining soils onsite. Existing Vegetation: Lawn Critical Areas (wetlands, streams, high erosion None â€“ There is a drainage ditch east of risk, steep or difficult to stabilize slopes): the property that requires a 5 ft native vegetation buffer along the eastern property line at the Cityâ€™s direction. The site currently has gravel across the majority of the site. There is an existing water quality treatment cell and infiltration trench located onsite that mitigated runoff for the adjacent property to the west in addition to any proposed impervious surfaces on the project site. List of known impairments for 303(d) listed or Total Maximum Daily Load (TMDL) for the receiving waterbody: None Table 1 includes a list of suspected and/or known contaminants associated with the construction activity. Table 1 â€“ Summary of Site Pollutant Constituents Constituent Location Depth Concentration (Pollutant) P a g e | 5 1.2 Proposed Construction Activities Description of site development (example: subdivision): The site will be filled Â±5 ft across the site. The proposal is to build a 14,000 sf single story building to house addiction patients with an associated parking area for 31 parking spaces. A sports court and pathway through a garden area will be constructed around the perimeter of the building. An ecology block wall with wood attached will run be install along the south and north property lines and 5 ft west of the east property line. Estimated grading for the site: Cut = 155 cu. yds. Fill = 9,355 cu. yds. Net (Fill) = 9,200 cu. yds Description of site drainage including flow from and onto adjacent properties. Must be consistent with Site Map in Appendix A: The site infiltrates all of its runoff due to the well draining soils located onsite. Description of final stabilization (example: extent of revegetation, paving, landscaping): The site will consist of buildings, parking lot, sports court, sidewalks, and landscaping, the landscaping will be amended soils. Contaminated Site Information: Proposed activities regarding contaminated soils or groundwater (example: on-site treatment system, authorized sanitary sewer discharge): N/A P a g e | 6 2 Construction Stormwater Best Management Practices (BMPs) The SWPPP is a living document reflecting current conditions and changes throughout the life of the project. These changes may be informal (i.e., hand-written notes and deletions). Update the SWPPP when the CESCL has noted a deficiency in BMPs or deviation from original design. 2.1 The 13 Elements 2.1.1 Element 1: Preserve Vegetation / Mark Clearing Limits To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked before land-disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated, both in the field and on the plans. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: o Preserving Natural Vegetation (BMP C101) o High Visibility Plastic or Metal Fence (BMP C103) BMP C101: Clearing limits will be marked both on the plans and in the field, where natural vegetation is to be protected. BMP C103: High visibility plastic fence will be used to delineate clearing limits and areas of vegetation to be protected. Alternate BMPs for marking clearing limits are included in Appendix C as a quick reference tool for the onsite inspector in the event the BMP(s) listed above are deemed ineffective or inappropriate during construction, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more of the alternative BMPs listed in Appendix C after the first sign that existing BMPs are ineffective or failing. P a g e | 7 2.1.2 Element 2: Establish Construction Access Construction access or activities occurring on unpaved areas shall be minimized, yet where necessary, access points shall be stabilized to minimize the tracking of sediment onto public roads, and wheel washing, street sweeping, and street cleaning shall be employed to prevent sediment from entering state waters. All wash wastewater shall be controlled on site. The specific BMPs related to establishing construction access that will be used on this project include: o Stabilized Construction Entrance (BMP C105) BMP C105: A stabilized construction entrance will be located at the entrance to the site. Alternate construction access BMPs are included in Appendix C as a quick reference tool for the onsite inspector in the event the BMP(s) listed above are deemed ineffective or inappropriate during construction, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more of the alternative BMPs listed in Appendix C after the first sign that existing BMPs are ineffective or failing. P a g e | 8 2.1.3 Element 3: Control Flow Rates There should be no flow offsite due to the well draining soils so should not result in any downstream impacts. 2.1.4 Element 4: Install Sediment Controls All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site or prior to being discharged to an infiltration facility. The specific BMPs to be used for controlling sediment on this project include: o Silt Fence (BMP C233) Alternate sediment control BMPs are included in Appendix C as a quick reference tool for the onsite inspector in the event the BMP(s) listed above are deemed ineffective or inappropriate during construction, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more of the alternative BMPs listed in Appendix C after the first sign that existing BMPs are ineffective or failing. In addition, sediment will be removed from paved areas in and adjacent to construction work areas manually or using mechanical sweepers, as needed, to minimize tracking of sediments on vehicle tires away from the site and to minimize washoff of sediments from adjacent streets in runoff. Whenever possible, sediment laden water shall be discharged into onsite, relatively level, vegetated areas (BMP C240 paragraph 5, page 4-102). P a g e | 9 2.1.5 Element 5: Stabilize Soils Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. The specific BMPs for soil stabilization that shall be used on this project include: o Preserve Natural Vegetation (BMP C101) o Temporary and Permanent Seeding (BMP C120) o Mulching (BMP C121) o Plastic Covering (BMP C123) o Topsoiling/Composting (BMP C125) Alternate soil stabilization BMPs are included in Appendix C as a quick reference tool for the onsite inspector in the event the BMP(s) listed above are deemed ineffective or inappropriate during construction, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more of the alternative BMPs listed in Appendix C after the first sign that existing BMPs are ineffective or failing. The project site is located west of the Cascade Mountain Crest. As such, no soils shall remain exposed and unworked for more than 7 days during the dry season (May 1 to September 30) and 2 days during the wet season (October 1 to April 30). Regardless of the time of year, all soils shall be stabilized at the end of the shift before a holiday or weekend if needed based on weather forecasts. In general, cut and fill slopes will be stabilized as soon as possible and soil stockpiles will be temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. West of the Cascade Mountains Crest Number of Days Soils Can Season Dates be Left Exposed During the Dry Season May 1 â€“ September 30 7 days During the Wet Season October 1 â€“ April 30 2 days Soils must be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. Anticipated project dates: Start date: 07/2020 End date: 10/2021 Will you construct during the wet season? Yes No Responsible Staff: Scott Wammack P a g e | 10 2.1.6 Element 6: Protect Slopes All cut and fill slopes will be designed, constructed, and protected in a manner than minimizes erosion. The following specific BMPs will be used to protect slopes for this project: o Temporary and Permanent Seeding (BMP C120) Alternate slope protection BMPs are included in Appendix C as a quick reference tool for the onsite inspector in the event the BMP(s) listed above are deemed ineffective or inappropriate during construction, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more of the alternative BMPs listed in Appendix C after the first sign that existing BMPs are ineffective or failing. Will steep slopes be present at the site during construction? Yes No 2.1.7 Element 7: Protect Drain Inlets All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drains until treatment can be provided. Storm Drain Inlet Protection (BMP C220) will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment-laden runoff on and near the project site. The following inlet protection measures will be applied on this project: o Storm Drain Inlet Protection (BMP C220). If the BMP options listed above are deemed ineffective or inappropriate during construction, the Certified Erosion and Sediment Control Lead shall implement one or more of the alternative BMP inlet protection options listed in Appendix C. 2.1.8 Element 8: Stabilize Channels and Outlets The storm drainage pipe network has an outlet into the water quality treatment cell. At this outlet the following BMPs must be implemented. ï‚· Outlet Protection (BMP C209) The receiving channel at the outlet of a culvert shall be protected from erosion by rock lining a minimum of 6 feet downstream and extending up the channel sides a minimum of 1â€“foot above the maximum tailwater elevation or 1-foot above the crown, whichever is higher. For large pipes (more than 18 inches in diameter), the outlet protection lining of the channel is lengthened to four times the diameter of the culvert. Standard wingwalls, and tapered outlets and paved channels should also be considered when appropriate for permanent culvert outlet protection. P a g e | 11 Alternate channel and outlet stabilization BMPs are included in Appendix C as a quick reference tool for the onsite inspector in the event the BMP(s) listed above are deemed ineffective or inappropriate during construction, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more of the alternative BMPs listed in Appendix C after the first sign that existing BMPs are ineffective or failing. The project site is located west of the Cascade Mountain Crest. As such, all temporary on-site conveyance channels shall be designed, constructed, and stabilized to prevent erosion from the expected peak 10 minute velocity of flow from a Type 1A, 10-year, 24-hour recurrence interval storm for the developed condition. Alternatively, the 10-year, 1-hour peak flow rate indicated by an approved continuous runoff simulation model, increased by a factor of 1.6, shall be used. Stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches shall be provided at the outlets of all conveyance systems. Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches, will be installed at the outlets of all conveyance systems. 2.1.9 Element 9: Control Pollutants The following pollutants are anticipated to be present on-site: Table 2 â€“ Pollutants Pollutant (List pollutants and source, if applicable) All pollutants, including waste materials and demolition debris, that occur onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater. Good housekeeping and preventative measures will be taken to ensure that the site will be kept clean, well-organized, and free of debris. If required, BMPs to be implemented to control specific sources of pollutants are discussed below. The facility does not require a Spill Prevention, Control, and Countermeasure (SPCC) Plan under the Federal regulations of the Clean Water Act (CWA). Will maintenance, fueling, and/or repair of heavy equipment and vehicles occur on-site? Yes No Will wheel wash or tire bath system BMPs be used during construction? Yes No P a g e | 12 Will pH-modifying sources be present on-site? Yes No Table 3 â€“ pH-Modifying Sources None Bulk cement Cement kiln dust Fly ash Other cementitious materials New concrete washing or curing waters Waste streams generated from concrete grinding and sawing Exposed aggregate processes Dewatering concrete vaults Concrete pumping and mixer washout waters Recycled concrete Recycled concrete stockpiles Other (i.e., calcium lignosulfate) [please describe: ] Concrete trucks must not be washed out onto the ground, or into storm drains, open ditches, streets, or streams. Excess concrete must not be dumped on-site, except in designated concrete washout areas with appropriate BMPs installed. Will uncontaminated water from water-only based shaft drilling for construction of building, road, and bridge foundations be infiltrated provided the wastewater is managed in a way that prohibits discharge to surface waters? Yes No 2.1.10 Element 10: Control Dewatering There will be no dewatering during the duration of the project. 2.1.11 Element 11: Maintain BMPs All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification (see Volume II of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the P a g e | 13 site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on-site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally, protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition. If sediment enters these BMPs during construction, the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. P a g e | 14 2.1.12 Element 12: Manage the Project The project will be managed based on the following principles: ï‚· Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. ï‚· Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the CSWGP. Sampling locations are indicated on the Site Map. Sampling station(s) are located in accordance with applicable requirements of the CSWGP. ï‚· Maintain an updated SWPPP. o The SWPPP will be updated, maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. Table 5 â€“ Management Design the project to fit the existing topography, soils, and drainage patterns Emphasize erosion control rather than sediment control Minimize the extent and duration of the area exposed Keep runoff velocities low Retain sediment on-site Thoroughly monitor site and maintain all ESC measures Schedule major earthwork during the dry season Other (please describe) Table 6 â€“ BMP Implementation Schedule Phase of Construction Wet/Dry Stormwater BMPs Date Project Season [Insert construction [Insert BMP] [MM/DD/YYYY] [Insert activity] Season] P a g e | 15 2.1.13 Element 13: Protect Low Impact Development (LID) BMPs Heavy machinery should be kept out of the vicinity of the infiltration trenches in order to minimize compaction of existing soils and retain the existing infiltration rate. High visibility fencing should be placed around the perimeter of each trench to prevent heavy machinery operating on them. All heavy equipment must be kept off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. 3 Pollution Prevention Team Table 7 â€“ Team Information Title Name(s) Phone Number Certified Erosion and Dan Groendk 360 435-4605 Sediment Control Lead (CESCL) Resident Engineer Fred poyner 360 435-5551 Emergency Ecology Chris Wilson 425-953-3206 Contact Emergency Permittee/ Scott Wammack 360-435-7171 Owner Contact Non-Emergency Owner Scott Wammack 360-435-7171 Contact Monitoring Personnel Dan Groendk 360 435-4605 Ecology Regional Office Northwest Regional Office 425 649-7000 P a g e | 16 4 Monitoring and Sampling Requirements Monitoring includes visual inspection, sampling for water quality parameters of concern, and documentation of the inspection and sampling findings in a site log book. A site log book will be maintained for all on-site construction activities and will include: ï‚· A record of the implementation of the SWPPP and other permit requirements ï‚· Site inspections ï‚· Stormwater sampling data A Construction Stormwater Site Inspection Form File can be found under Appendix D. The site log book must be maintained on-site within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction. Numeric effluent limits may be required for certain discharges to 303(d) listed waterbodies. See CSWGP Special Condition S8 and Section 5 of this template. 4.1 Site Inspection Site inspections will be conducted at least once every calendar week and within 24 hours following any discharge from the site. For sites that are temporarily stabilized and inactive, the required frequency is reduced to once per calendar month. The discharge point(s) are indicated on the Site Map (see Appendix A) and in accordance with the applicable requirements of the CSWGP. 4.2 Stormwater Quality Sampling 4.2.1 Turbidity Sampling Requirements include calibrated turbidity meter or transparency tube to sample site discharges for compliance with the CSWGP. Sampling will be conducted at all discharge points at least once per calendar week. Method for sampling turbidity: Table 8 â€“ Turbidity Sampling Method Turbidity Meter/Turbidimeter (required for disturbances 5 acres or greater in size) Transparency Tube (option for disturbances less than 1 acre and up to 5 acres in size) The benchmark for turbidity value is 25 nephelometric turbidity units (NTU) and a transparency less than 33 centimeters. If the dischargeâ€™s turbidity is 26 to 249 NTU or the transparency is less than 33 cm but equal to or greater than 6 cm, the following steps will be conducted: 1. Review the SWPPP for compliance with Special Condition S9. Make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. P a g e | 17 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. 3. Document BMP implementation and maintenance in the site log book. If the turbidity exceeds 250 NTU or the transparency is 6 cm or less at any time, the following steps will be conducted: 1. Telephone or submit an electronic report to the applicable Ecology Regionâ€™s Environmental Report Tracking System (ERTS) within 24 hours. ï‚· Northwest Region (King, Kitsap, Island, San Juan, Skagit, Snohomish, Whatcom): (425) 649-7000 or http://www.ecy.wa.gov/programs/spills/forms/nerts_online/NWRO_nerts_online.html 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period 3. Document BMP implementation and maintenance in the site log book. 4. Continue to sample discharges daily until one of the following is true: ï‚· Turbidity is 25 NTU (or lower). ï‚· Transparency is 33 cm (or greater). ï‚· Compliance with the water quality limit for turbidity is achieved. o 1 - 5 NTU over background turbidity, if background is less than 50 NTU o 1% - 10% over background turbidity, if background is 50 NTU or greater o The discharge stops or is eliminated. 4.2.2 pH Sampling pH sampling is not required for this project because there is not expected to be â€œsignificant concrete workâ€ of more than 1,000 CY of concrete used. Table 9 â€“ pH Sampling Method pH meter pH test kit Wide range pH indicator paper P a g e | 18 5 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies 5.1 303(d) Listed Waterbodies Circle the applicable answer, if necessary: Is the receiving water 303(d) (Category 5) listed for turbidity, fine sediment, phosphorus, or pH? Yes No List the impairment(s): N/A 5.2 TMDL Waterbodies Waste Load Allocation for CWSGP discharges: N/A Discharges to TMDL receiving waterbodies will meet in-stream water quality criteria at the point of discharge. The Construction Stormwater General Permit Proposed New Discharge to an Impaired Water Body form is included in Appendix F. P a g e | 19 6 Reporting and Record Keeping 6.1 Record Keeping 6.1.1 Site Log Book A site log book will be maintained for all on-site construction activities and will include: ï‚· A record of the implementation of the SWPPP and other permit requirements ï‚· Site inspections ï‚· Sample logs 6.1.2 Records Retention Records will be retained during the life of the project and for a minimum of three (3) years following the termination of permit coverage in accordance with Special Condition S5.C of the CSWGP. Permit documentation to be retained on-site: ï‚· CSWGP ï‚· Permit Coverage Letter ï‚· SWPPP ï‚· Site Log Book Permit documentation will be provided within 14 days of receipt of a written request from Ecology. A copy of the SWPPP or access to the SWPPP will be provided to the public when requested in writing in accordance with Special Condition S5.G.2.b of the CSWGP. 6.1.3 Updating the SWPPP The SWPPP will be modified if: ï‚· Found ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. ï‚· There is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. The SWPPP will be modified within seven (7) days if inspection(s) or investigation(s) determine additional or modified BMPs are necessary for compliance. An updated timeline for BMP implementation will be prepared. P a g e | 20 6.2 Reporting 6.2.1 Discharge Monitoring Reports Cumulative soil disturbance is less than one (1) acre; therefore, Discharge Monitoring Reports (DMRs) will not be submitted to Ecology because water quality sampling is not being conducted at the site. 6.2.2 Notification of Noncompliance If any of the terms and conditions of the permit is not met, and the resulting noncompliance may cause a threat to human health or the environment, the following actions will be taken: 1. Ecology will be notified within 24-hours of the failure to comply by calling the applicable Regional office ERTS phone number (Regional office numbers listed below). 2. Immediate action will be taken to prevent the discharge/pollution or otherwise stop or correct the noncompliance. If applicable, sampling and analysis of any noncompliance will be repeated immediately and the results submitted to Ecology within five (5) days of becoming aware of the violation. 3. A detailed written report describing the noncompliance will be submitted to Ecology within five (5) days, unless requested earlier by Ecology. Anytime turbidity sampling indicates turbidity is 250 NTUs or greater, or water transparency is 6 cm or less, the Ecology Regional office will be notified by phone within 24 hours of analysis as required by Special Condition S5.A of the CSWGP. ï‚· Northwest Region at (425) 649-7000 for Island, King, Kitsap, San Juan, Skagit, Snohomish, or Whatcom County Include the following information: 1. Your name and / Phone number 2. Permit number 3. City / County of project 4. Sample results 5. Date / Time of call 6. Date / Time of sample 7. Project name In accordance with Special Condition S4.D.5.b of the CSWGP, the Ecology Regional office will be notified if chemical treatment other than CO2 sparging is planned for adjustment of high pH water. P a g e | 21 Appendix/Glossary A. Site Map P a g e | 22 B. BMP Detail The following includes a list of possible alternative BMPs for each of the 12 elements not described in the main SWPPP text. This list can be referenced in the event a BMP for a specific element is not functioning as designed and an alternative BMP needs to be implemented. Element #1 â€“ Mark Clearing Limits ï‚· Buffer Zones (BMP C102) Element #2 â€“ Establish Construction Access ï‚· Wheel Wash (BMP C106) Element #3 - Control Flow Rates ï‚· Triangular Silt Dike (BMP C208) Element #4 â€“ Install Sediment Controls ï‚· Wattles (BMP C235) Element #5 â€“ Stabilize Soils ï‚· Sodding (BMP C124) ï‚· Surface Roughening (BMP C130) Element #6 â€“ Protect Slopes ï‚· Gradient Terrace (BMP C131) Element #7 â€“ Protect Drain Inlets ï‚· Brush Barrier (BMP C231) Element #8 â€“ Stabilize Channels and Outlets ï‚· Check Dams (BMP C207) Element #9 â€“ Control Pollutants ï‚· Vegetated Strip (BMP C234) P a g e | 23 C. Correspondence Ecology EPA Local Government D. Site Inspection Form Find the â€œConstruction Stormwater Site Inspection Formâ€ at the following address: http://www.ecy.wa.gov/programs/wq/stormwater/construction/permit.html E. Construction Stormwater General Permit (CSWGP) Download the CSWGP: http://www.ecy.wa.gov/programs/wq/stormwater/construction/index.html F. 303(d) List Waterbodies / TMDL Waterbodies Information N/A G. Contaminated Site Information N/A H. Engineering Calculations N/A P a g e | 24 174TH PL NE 173RD PL NE 43RD AVE NE SPRING LN AVE 172TH ST NE 172TH ST NE 27TH AVE NE 169TH ST NE 169TH ST NE SMOKEY POINT BLVD 43RD AVE NE 168TH ST NE 166TH PL NE TWIN LAKES AVE JOHNSON TRACTS RD 29 28 SITE SMOKEY POINT BLVD TWIN LAKES AVE INTERSTATE 5 VICINITY MAP Recovery Center - General Information Meeting Minutes August 7, 2019 City of Arlington Staff: Marc Hayes CED Director mhayes@arlingtonwa.gov 360-403-3457 Josh Grandlienard Planner II joshg@arlingtonwa.gov 360-403-3434 Nova Heaton Development Services Mgr nheaton@arlingtonwa.gov 360-403-3437 Kevin Olander Building Inspector kolander@arlingtonwa.gov 360-403-3433 Raelynn Jones Permit Technician I rjones@arlingtonwa.gov 360-403-3436 Disclaimer- This is a General Information Meeting only, not a Pre-Application meeting. The purpose of this meeting is to discuss the developerâ€™s â€œconceptualâ€ project. The City of Arlington will provide general information related to the processes, timelines and preliminary fees associated with the land use, engineering, building and utility elements of the proposal, premised upon the information that has been provided to the City for this meeting. The City cannot provide detailed comments until after a complete application has been submitted by the applicant and the review process is being performed for each element of the project. It is advised that the applicant maintain an ongoing dialogue with the Community and Economic Development Department throughout the entire development process. This ensures that both the applicant and the City of Arlington are in full understanding of each otherâ€™s concerns and requirements, from application submittal to final approval of the project. Thank-you for considering Arlington as your location to site your project, we look forward to helping you create a successful project. - Your Community and Economic Development Team. Project Representative(s): Scott Wammack Grandview North gv@grandviewinc.net 360-435-7171 Randy Devoir Cascade Surveying randy@cascadesurveying.com 360-435-5551 Project Description: Proposed construction of approximately 14,000sf single story building to house addiction patients located on the East side of Smokey Point Blvd. behind Coastal Community Bank. Land Use â€¢ Site is zoned Highway Commercial. Proposed construction must meet design standards and go through the Design Review Board process - $450.00 â€¢ Zoning Permit Application with SEPA Review submittal is required - $2325.00 â€¢ Land Use, Civil and Building permits may be submitted concurrently â€¢ Applicant may utilize Traffic Memo comparables for parking Page | 1 310528-002-015-00 GIM 593 Civil â€¢ Civil Fees are 6% of the Engineers Estimated Cost of Construction â€¢ The first review is approximately three weeks, the rest of the timeline depends on the quality of submittals â€¢ Engineered Civil plans and drainage design shall be required for Civil submittal â€¢ Storm Drainage shall adhere to the 2012 Department of Ecology Stormwater Management Manual for Western Washington with the 2014 Amendments- See Drainage Report Guidelines â€¢ Geotechnical report shall be required to provide infiltration rates if feasible, steep slope, CEC rating for soils and depth to ground water â€¢ Mounding Analysis shall be required â€¢ Department of Ecology Stormwater Construction General Permit shall be required â€¢ All stormwater drainage shall be infiltrated on-site â€¢ Applicant may provide a supplemental report that shows current standards are met for drainage â€¢ Complete Streets Checklist submittal required â€“ link provided below â€¢ Traffic Impact Analysis shall be required â€“ fees $3355 per p.m. peak-hour trip (4-6 p.m. Monday-Friday) â€¢ Pedestrian connectivity from Smokey Point Blvd to the proposed building shall be required and must meet ADA requirements â€¢ Bike racks shall be required â€¢ Provide Traffic Plan including o Turning radius of trucks o Vehicle traffic flow for fire access Utilities â€¢ Contact City of Marysville for water/sewer â€¢ Utilities approval letter from the City of Marysville shall be required at time of submittal Building/Fire â€¢ Construction of buildings shall adhere to ADA standards â€¢ Fire sprinklers and fire alarms shall be required as per density requirements depending on civil and building submittals â€¢ Address monument at Smokey Point Blvd. shall be required â€¢ FDC within 50â€™ of hydrant is required Airport â€¢ Avigation Easement will be required to be filed with Arlington Airport Staff Attachments â€¢ Complete Streets Checklist o https://www.arlingtonwa.gov/DocumentCenter/View/2026/Complete- Page | 2 Streets-Checklist?bidId= â€¢ Land Use and Design Review Forms o https://www.arlingtonwa.gov/269/Applications-Forms â€¢ Civil and Construction Forms o https://www.arlingtonwa.gov/254/Construction-Utility-Applications â€¢ City of Arlington Municipal Code o https://library.municode.com/wa/arlington/codes/code_of_ordinances â€¢ Resolution No. 2018-027 Adopting a Fee Schedule â€“ Attachment â€¢ The City is accepting applications for public art projects from residents and organizations within the City of Arlington for funding in 2020. Applications are due October 7, 2019 at 5:00 p.m. The City of Arlington adopted an ordinance in 2019 to establish funding for public art through a ten percent of the amounts collected by the City for construction related sales tax revenues. The application and information can be found here: http://arlingtonwa.gov/636/Public-Art-Fund Page | 3 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department 18204 59th Avenue NE City of Arlington ï¬ ï¬ Arlington WA 98223 ï¬ (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: ï¬ Type I permits complete all sections. ï¬ 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 ï¬ 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 $ 53,457.88 $ 614,722.13 $ 668,180.00 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: ï¬ Road and Alley (Public) ï¬ Stormwater Drainage and Grading (Public) ï¬ Utilities (Public) ï¬ Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 53,457.88 PERFORMANCE DEVICE 150% Amount Due $ 80,186.81 Base Calculation of Maintenance Device $ 49,328.50 MAINTENANCE DEVICE 20% Amount Due $ 9,865.70 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 17 $ 603.50 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 1350 $ 2,700.00 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 $ - 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): $ 3,303.50 MOBILIZATION 10%: $ 330.35 CONTINGENCY 15%: $ 495.53 TOTAL: $ 4,129.38 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 $ - 8 $ 14,800.00 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 $ - $ - 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 $ - 435 $ 9,570.00 Culvert, CPP, 12" $ 28.00 LF $ - 8 $ 224.00 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 $ - $ - 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 $ - 581 $ 52,290.00 Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - 5 $ 7,500.00 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 Yard Drain $ 500.00 EACH $ - 9 $ 4,500.00 $ - $ - $ - $ - $ - $ - SUBTOTAL: $ - $ 88,884.00 MOBILIZATION 10%: $ - CONTINGENCY 15%: $ - TOTAL: $ - $ 88,884.00 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 $ - $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - $ - Excavation - Trench $ 5.00 CY $ - $ - Fencing, cedar, 6' high $ 25.00 LF $ - 1080 $ 27,000.00 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 $ - 9200 $ 248,400.00 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 ECOLOGY BLOCK $ 25.00 EACH $ - 180 $ 4,500.00 $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 279,900.00 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 15 $ 225.00 $ - Curb and Gutter, demolition and disposa $ 20.00 LF 15 $ 300.00 $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - 884 $ 3,978.00 Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF $ - $ - 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 $ - 965 $ 38,600.00 Sidewalk, 4" thick, demolition and dispos $ 36.00 SY $ - $ - Sidewalk, 6" thick $ 45.00 SY 75 $ 3,375.00 $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY 75 $ 3,375.00 $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH $ - 2 $ 200.00 Striping, per stall $ 7.50 EACH $ - 31 $ 232.50 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 $ 7,275.00 Subtotal $ 43,010.50 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 $ - 2444 $ 24,440.00 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 $ - 2444 $ 18,330.00 Gravel Base Course 4" $ 15.00 SY $ - $ - Gravel Base Course 6" $ 22.50 SY $ - 2444 $ 54,990.00 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 $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 97,760.00 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. D $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. D $ 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 1 $ - $ - 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 $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS Tree $ 100.00 EACH 48 $ 4,800.00 Shrub $ 50.00 EACH 496 $ 24,800.00 Groundcover $ 0.10 SF 25878 $ 2,587.80 Subtotal $ 32,187.80 (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ 39,462.80 $ 420,670.50 MOBILIZATION 10%: $ 3,946.28 $ 42,067.05 CONTINGENCY 15%: $ 5,919.42 $ 63,100.58 GRANDTOTAL: $ 49,328.50 $ 525,838.13 Rev 7/2017 MEMORANDUM To: Scott Wammack, Grandview From: Brad Lincoln, PE Subject: Smokey Point Recovery Center Traffic Analysis Date: October 9, 2019 Project: GTC #19-261 Gibson Traffic Consultants, Inc. (GTC) has been retained to provide a traffic analysis for the Smokey Point Recovery Center development. The site is located along the east side of Smokey Point Boulevard, south of 165th Place NE. A site vicinity map is included in Figure 1. Point Blvd y 168th St NE Smoke 165th St NE SITE Figure 1: Site Vicinity Map 2813 Rockefeller Avenue ï‚ Suite B ï‚ Everett, WA 98201 Tel: 425-339-8266 ï‚ Fax: 425-258-2922 ï‚ E-mail: info@gibsontraffic.com Smokey Point Recovery Center Traffic Analysis The Smokey Point Recovery Center development is proposed to consist of a total of a 14,000 square- foot (SF) inpatient treatment facility. Brad Lincoln, responsible for this memorandum, is a licensed professional engineer (Civil) in the State of Washington and member of the Washington State section of ITE. 1. TRIP GENERATION The trip generation calculations for the Smokey Point Recovery Center development are based on data published by the Institute of Transportation Engineers (ITE) in the Trip Generation Manual, 10th Edition (2017). There is not a specific land use for inpatient treatment facilities, but â€œNursing Homeâ€ is the most applicable land use since the description identifies that employees are present 24 hours a day and residents do not drive. The trip generation of a 14,000 SF â€nursing homeâ€ is summarized in Table 1. Table 1: Trip Generation Summary 14,000 SF Average Daily Trips AM Peak-Hour Trips PM Peak-Hour Trips Nursing Home Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total Generation Rate 6.64 trips per 1,000 SF 0.30 trips per 1,000 SF 0.59 trips per 1,000 SF Splits 50% 50% 100% 78% 22% 100% 41% 59% 100% Trips 47 46 93 3 1 4 3 5 8 The Smokey Point Recovery Center is anticipated to generate 93 average daily trips with 4 AM peak- hour trips and 8 PM peak-hour trips. 2. ACCESS ANALYSIS The Smokey Point Recovery Center development will have access to Smokey Point Boulevard via an existing driveway that currently serves Coastal Community Bank and office space. At the access there are two lanes in each direction and a center two-way-left-turn-lane. The access to Smokey Point Boulevard is the only location that is anticipated to be impacted by 10 or more trips generated by the development since it is anticipated that 35% of the trips generated by the development will travel to and from the south and 65% of the trips generated by the development will travel to and from the north. Gibson Traffic Consultants, Inc. October 2019 info@gibsontraffic.com 2 GTC #19-261 Smokey Point Recovery Center Traffic Analysis 3. TRAFFIC MITIGATION FEES The City of Arlington collects traffic mitigation fees based on the number of PM peak-hour trips generated by a development. The City of Arlington also has interlocal agreements with Snohomish County and WSDOT for traffic mitigation fees. 3.1. City of Arlington The City of Arlington currently has a traffic mitigation fee of $3,355 per PM peak-hour trip. The Smokey Point Recovery Center development is anticipated to generate 8 PM peak-hour trips. These trips result in a City of Arlington traffic mitigation fees of $26,840.00. It is important to note that City of Arlington traffic mitigation fees do not vest to the time of application. It is possible that the City of Arlington mitigation fees will increase between the time of this report and when the traffic mitigation fees are required to be paid. 3.2. Washington State Department of Transportation WSDOT improvement projects and their associated fees are based on the most recent Exhibit C list. City of Arlington developments are required to pay for WSDOT improvement projects on the Exhibit C list impacted with 10 or more PM peak-hour trips. The Smokey Point Recovery Center development is not anticipated to impact any WSDOT intersections with 10 PM peak-hour trips and therefore payment of WSDOT traffic mitigation fees should not be a condition of the development. 3.3. Snohomish County The City of Arlington has an interlocal agreement with Snohomish County that provides for mitigation payments for impacts to Snohomish County roadway improvements. City of Arlington developments that impact road improvement projects with 3 directional PM peak-hour trips identified in Snohomish Countyâ€™s Transportation Needs Report (TNR) are required to pay mitigation fees to Snohomish County. There are only two improvement projects on Snohomish Countyâ€™s TNR in the vicinity of the development, 88th Street NE in the City of Marysville and 140th Street NE, west of Interstate-5. The Smokey Point Recovery Center development will not impact either of these sites with 3 PM peak-hour directional trips. Payment of Snohomish County traffic mitigation fees should therefore not be a condition of the Smokey Point Recovery Center development. Gibson Traffic Consultants, Inc. October 2019 info@gibsontraffic.com 3 GTC #19-261 Smokey Point Recovery Center Traffic Analysis 4. CONCLUSIONS The Smokey Point Recovery Center development is located along the east side of Smokey Point Boulevard, south of 165th Place NE. The development is proposed to consist of a 14,000 SF inpatient facility. The development is anticipated to generate 93 daily trips with 4 AM peak-hour trips and 8 PM peak-hour trips. The City of Arlington traffic mitigation fees are $26,840.00. The trips from the development will not impact unfunded WSDOT or Snohomish County improvement projects; therefore, neither WSDOT nor Snohomish County traffic mitigation fees should not be a condition of approval under the SEPA based interlocal agreements. Gibson Traffic Consultants, Inc. October 2019 info@gibsontraffic.com 4 GTC #19-261 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Smokey Point Recovery Center Permit No.: PWD#2153 Review Date: 6/11/2020 Contact: Randy Devoir Phone No.: 360-435-5551 Review Phase: 1 Report Date: June 11, 2020 Reviewing Dept.: CED Applicant: Scott Wammack DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH Drainage Provide copy of stormwater maintenance agreement A maintenance agreement was recorded under Report for shared system AFN 200711300895. It needs to be updated and will be recorded prior to final occupancy. 2. NEH C1.0 Provide legal description on cover sheet Legal Description has been added to Sheet C 1.0. 3. NEH Add COA standard ADA notes ADA notes have been added to Sheet C 1.1. 4. NEH All pages Please update approval block for City of Arlington to Nova Heaton has been added to the signature include Nova Heatonâ€™s name on the block block on each sheet. 5. NEH Stormwater General Permit required An application for the Stormwater General Permit was applied for on 5/27/20. The comment period will be up on July 8, 2020. 6. NEH Add CESCL to plan set CESCL has been added to Sheet C 1.0. 7. NEH Based on PEAK drainage report, the pond is 2 cell, The as-built drawings for the pond and and stormwater should discharge directly ino the northern infiltration bed located along the west property cell and the Pond is at the eastern property line. line has been submitted with this response. Provide an updated summary of the actual pond function for review purposes. 8. NEH Will need to record easement (if one does not exist An easement and stormwater maintenance already) and maintenance agreement between the two agreement will be provided prior to final properties occupancy. 9. NEH Provide standard maintenance on pond and infiltration An Operations and Maintenance Manual is system. submitted with this review letter. 10. NEH Provide dumpster enclosure design A dumpster enclosure design has been added to sheet C 3.1 as detail 8. 11. MM Fire Department Connection (FDC) - shall be 6 inch per The City of Arlington Fire Department City of Arlington engineering details. Aboveground Connection (FDC) Detail W-230 has replaced the portion of FDC riser shall also comply with City of Marysville FDC detail. Arlington FDC engineering details. 12. MM Fire lane marking is required for this project. 6 inch Instructions for this have been included on Sheet red stripe, on curb where allowed, with 4 inch white C 1.0. letters stenciled inside of red stripe. Lettering shall Page 1 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Smokey Point Recovery Center Permit No.: PWD#2153 Review Date: 6/11/2020 Contact: Randy Devoir Phone No.: 360-435-5551 Review Phase: 1 Report Date: June 11, 2020 Reviewing Dept.: CED Applicant: Scott Wammack DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved state "FIRE LANE NO PARKING TOW AWAY ZONE" per AMC 15.10.070 Section 503.3. Page 2 of 2 PLANT SCHEDULE GENERAL NOTES 4/L-2 - 4x4 AT GRADE TIMBER EDGING, TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE LOCATION FOR FUTURE 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND REBAR SPIKES EVERY 18" POND, WATER FEATURE, AND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. ADDITIONAL SEATING. ACE BLO 4 Acer palmatum `Bloodgood` Bloodgood Japanese Maple 2" Cal. EXISTING WATER QUALITY FENCE WITH SCREENING RAISED GARDEN BEDS ON 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN CELL CRUSHED GRAVEL AREA AREA TO BE LAWN AT THIS TIME ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, ACE LAC 1 Acer palmatum `Dissectum atropurpureum` Japanese Laceleaf Maple 2" Cal. MOST RECENT PUBLISHED. CHA ARR 11 Chamaecyparis nootkatensis `Green Arrow` Green Arrow Nootka Cypress 2" Cal. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE WASHED ROUNDED COR NUT 3 Cornus nuttallii Western Flowering Dogwood 6` Ht. CONTRACTOR. COBBLE (6" DEEP) ON LANDSCAPE FABRIC ARC UVA PSE DOU FAG PUR 2 Fagus sylvatica `Purpurea Pendula` Weeping Purple Beech 2" Cal. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL ACE CIR SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL RIB SAN FRA JUN 4 Fraxinus americana `Junginger` TM Autumn Purple White Ash 2" Cal. MAG KOB HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. MAG KOB 4 Magnolia kobus Kobus Magnolia 2" Cal. HEB AUT NATIVE VEGETATION 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION. BER AT3 BUFFER PSE DOU 10 Pseudotsuga menziesii Douglas Fir 6` Ht. 3/L-2 - BENCHES plants include: 6. MEDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS IN MULCH snowberry FOR FIE willow STE PSE 3 Stewartia pseudocamellia Japanese Stewartia 2" Cal. WITH A MINIMUM OF 2 INCHES. vine maple HEM YH2 7. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE VIB SHA pacific dogwood THU GR2 6 Thuja standishii x plicata `Green Giant` Green Giant Arborvitae 2" Cal. UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS HYD WAV PRU OTT twinberry MAY BE ADJUSTED TO AVOID CONFLICT. doug fir SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE L A W N salmonberry 8. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ACE CIR 40 Acer circinatum Vine Maple 5 gal. ACE CIR PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE SAR DI2 BER AT3 12 Berberis thunbergii `Atropurpurea Nana` Dwarf Redleaf Japanses Barberry 2 gal. OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. L A W N CHA ARR RHO ATR CHA GRA 8 Chamaecyparis obtusa `Gracilis` Slender Hinoki Cypress 5 gal. 9. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES PIE CAV COR MID 34 Cornus sanguinea `Midwinter Fire` Blood-Twig Dogwood 2 gal. TO BE DETERMINED BY REQUIRED PLANT SPACING. COR MID CHA GRA HEU B20 10. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON COR KEL 18 Cornus stolonifera `Kelseyi` Kelsey Dogwood 2 gal. PAD WITH DECORATIVE SCORE THE PLAN WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, JOINTS FOR PICNIC TABLES SIZE, AND SPACING. THU EME FOR FIE 18 Forsythia x intermedia `Fiesta` Fiesta Forsythia 2 gal. 11. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY 3/L-2 - BENCHES IN MULCH HEB AUT 16 Hebe x `Autumn Glory` Autumn Glory Hebe 2 gal. SUBJECT TO APPROVAL BY THE OWNERS REPRESENTATIVE AND CITY. CAR OSH 24" SQUARE STEPPING 12. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR OSM HET STONES HYD WAV 10 Hydrangea macrophylla `Blue Wave` Blue Wave Lacecap Hydrangea 2 gal. CONTRACTOR TO UNLESS OTHERWISE NOTED. REMOVE ALL SAR DI2 WALKWAY LON INV 12 Lonicera involucrata Twinberry 2 gal. 13. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT WEEDS AND INVASIVES FROM HYD WAV FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES THIS AREA IN PREP HEU B20 NAN MOO 9 Nandina domestica `Moon Bay` TM Heavenly Bamboo 2 gal. ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM OF PLANTING FOUNDATION. COR KEL HEM YH2 HORSESHOE OSM DEL 3 Osmanthus delavayi Delavayi Osmanthus 5 gal. RHO D20 COURT 14. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE SPI SPI VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY VIB DAV OSM HET 13 Osmanthus heterophyllus `Goshiki` Goshiki Holly Olive 2 gal. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE HEM YH2 LANDSCAPE ARCHITECT. PIE CAV 9 Pieris japonica `Cavatine` Lily of the Valley Bush 2 gal. PRU OTT LAV DEN 15. AUTOMATED IRRIGATION SYSTEM TO BE BIDDER DESIGNED PROVIDED. 3/L-2 - BENCHES ON PRU OTT 51 Prunus laurocerasus `Otto Luyken` Luykens Laurel 2 gal. CONCRETE 16. BASEMAP PROVIDED BY CASCADE SURVEYORS AND ENGINEERS, ARLINGTON, WA, RHO SCH 4 Rhododendron schlippenbachii Royal Azalea 5 gal. L A W N RHO D20 29 Rhododendron x `Dreamland` Yaku Dreamland Rhododendron 2 gal. RHO RA2 16 Rhododendron x `Ramapo` Ramapo Rhododendron 2 gal. BIKE RACK RHO ATR 8 Rhododendron x `Taurus` Taurus Rhododendron 2 gal. SOIL NOTES SIDEWALK RIB SAN 3 Ribes sanguineum Red Flowering Currant 2 gal. 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY RUB SPE 16 Rubus spectabilis Salmonberry 1 gal. OWNERS REPRESENTATIVE. ROAD BASE, GLACIAL TILL, GRAVEL OR CONTAMINATED SOILS ARE NOT ACCEPTABLE AND WILL BE REJECTED. SAL HOO 7 Salix hookeriana Dune Willow 2 gal. 2. SITE TOPSOIL SHALL HAVE ALL ROCKS, GRASS CLODS AND DEBRIS LARGER THAN 1" WHENEVER VISIBLE ON THE SURFACE SAR DI2 15 Sarcococca hookeriana digyna `Purple Stem` Purple Stem Sweetbox 2 gal. 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO SPI SPI 15 Spiraea japonica `Little Princess` Little Princess Japanese Spirea 2 gal. OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. COMPOST TO BE WSDOT CERTIFIED. FENCE WITH SCREENING COVERED SHELTER AREA - COLOR AND SPORT COURT WITH TWO SYM MAG 36 Symphoricarpos albus `Magic Berry` Compact Snowberry 2 gal. 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO ROOFING TO MATCH MAIN BUILDING B-BALL HOOPS USE IMPORTED 2-WAY TOPSOIL. THU EME 77 Thuja occidentalis `Emerald` Emerald Arborvitae 2 gal. 5. TOPSOIL DEPTHS VIB DAV 7 Viburnum davidii David Viburnum 2 gal. PLANTING PLAN 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9" IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO EXISTING SUBGRADE 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) VIB SHA 10 Viburnum plicatum tomentosum `Shasta` Shasta Japanese Snowball 2 gal. USING THE DIG AND DROP METHOD. LIGHTLY TAMP 6" LAYERS OF SOIL BY HAND OR LIGHTLY WITH EXCAVATOR. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SIZE CAR OSH 22 Carex oshimensis `Everoro` Everoro Japanese Sedge 2 gal. 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE DETAIL THIS SET. HEM YH2 28 Hemerocallis x Hybrid Daylily 1 gal. 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. ROTO-TILLER MAY BE USED TO PROVIDE A SMOOTH GRADE FOR HEU B20 31 Heuchera x `Black Beauty` Coral Bells 1 gal. LAWNS. Shade Calculations LAV DEN 19 Lavandula dentata French Lavender 2 gal. 6. TOPSOIL SHALL NOT BE MOVED, MIXED OR PLACE WHILE SATURATED. 7. IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO PARKING LOT LANDSCAPE MIS LIT 6 Miscanthus sinensis `Little Kitten` Little Kitten Eulalia Grass 2 gal. EXISTING GRADE. POL MUN 58 Polystichum munitum Western Sword Fern 1 gal. Area of Parking 5,301 SF GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE Shade Required 1,060 SF (.20 x SF) AJU RCC 117 Ajuga reptans `Black Scallop` Black Scallop Carpet Bugle 6" Shade Provided 1,523 SF ARC UVA 350 Arctostaphylos uva-ursi Kinnikinnick 6" GAU SH2 61 Gaultheria shallon Salal 6" SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE one inch GRA SEL 10,045 sf Grass Sod Locally Proven Turf sod 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 9.20.19 SCALES: 1 9.20.19 permit set pd pd WASHINGTON Recovery Center 2 3.26.20 per city ccomments - west wall relocation pd pd Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' PLA NTING PLAN DRAWING: 1928land Grandview North LLC Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1928 Mount Vernon, WA 98273 f. 800.508.2017 3321 173rd PLACE NE www.eccosdesign.com . DESIGNED: PD . SHEET: contact: Scott Wammack PATRIK DYLAN DRAWN: PD L-1 eccosDesignLLC contact: Patrik Dylan CERTIFICATE NO. 793 Arlington, WA CHECKED: PD Preliminary OF 2 PLANT SHRUB 1/2" HIGHER GUYING APPARATUS: GROUNDCOVER PLANT. THAN DEPTH GROWN AT CUTBACK, PULL OUT AND DISTURB ALL HEAVY DUTY POLY CHAIN LOCK SEE PLANT LIST NURSERY. CIRCLING ROOTS FROM ANY CONTAINER GROWN PLANTS BARK MULCH FERTILIZE ALL PLANTS WITH 8 FOOT, 2" ROUND APPROVED STARTER FERTILIZER TREE STAKES TO BE VERTICAL, LODGEPOLE PINE STAKES, APPLIED AT MANUFACTURER'S PARALLEL, EVEN-TOPPED, 2 PER TREE SUGGESTED RATES UNSCARRED AND DRIVEN INTO TOPSOIL DEPTH AND UNDISTURBED SUBGRADE 2" DEPTH BARK MULCH TYPE AS SPECIFIED MULCH SCARIFY ROOTBALL OF FERTILIZE ALL TREES WITH CONTAINER-GROWN PLANTS. EXISTING 4" WATERING BASIN APPROVED STARTER FERTILIZER PRIOR TO BACKFILLING SECTION SUBGRADE SURROUNDING TREE 2" DEPTH BARK MULCH APPLIED AT MANUFACTURER'S SUGGESTED RATES FINISH GRADE 4" WATERING BASIN SURROUNDING PLANT PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. FINISH GRADE COMPLETELY REMOVE ALL GROUNDCOVER PLANT EQUAL BURLAP, GROWBAG, STRING SPACING AS INDICATED DISTANCE 12"MIN. AND FOREIGN MATERIALS FROM COMPLETELY REMOVE ALL ON PLANT LIST (TYPICAL) THE ROOT BALL. BURLAP, GROWBAG, STRING AND FOREIGN MATERIALS DISTANCE PLANTING BACKFILL MIX EDGE OF PLANTER FROM THE ROOT BALL. EQUAL 60Â° EXISTING SUBGRADE EQUAL DISTANCE PLANTING BACKFILL SCARIFY PLANTING 1.5 - 2 TIMES ROOT PIT WALLS SCARIFY PLANTING PIT WALLS 1/2 DISTANCE BALL DIAMETER SET ROOTBALL ON MOUND EXISTING SUBGRADE OF COMPACTED PLANTING 2 TIMES PLAN 4 TIMES ROOT BALL DIAMETER BACKFILL MIX SET ROOTBALL ON MOUND OF ROOTBALL DIA. COMPACTED PLANTING BACKFILL MIX 1 TREE PLANTING 2 SHRUB PLANTING 3 GROUNDCOVER PLANTING L-2 NO SCALE L-2 NO SCALE L-2 NO SCALE BENCH; SEE PLANS FOR LOCATIONS TURF BLADES LAWN OR PLANTER BED SOD ROOT ZONE; MIN 1.5" EMBED MOUNT IN SOFT SURFACE BAR IS COUNTER SUNK SURFACE MOUNT ON 2" TWO WAY TOPSOIL 4" X 4" TREATED TIMBER PAD 1" CRUSHED EXISTING SUBGRADE AGGREGATE NOTES: 1. SOD SHALL BE A LOCALLY PROVEN VARIETIES AND GROWN FOR LOCAL USDA HARDINESS ZONE 2. PREPARE EXISTING SUB-GRADE BY MECHANICALLY LOSENING SECTION 4" MINIMUM CRUSHED AGGREGATE 3. LEVEL SURFACE WITH IRON RAKE, KNOCK DOWN ANY HIGH SPOTS AND FILL DEPRESIONS #2 REBAR, 24" LONG, EVERY 18' O.C. NOTES; 4. PLACE 2" OF TWO-WAY TOPSOIL AND LEVEL NOTES: 1. INSTALLATION PER MANUFACTURER INSTRUCTIONS 5. INSURE SOIL LEVEL IS MIN 1" BELOW GRADE OF ANY PAVED SURFACE 1. 4X4 SELECTED TO BE STRAIGHT 2. SEATING SURFACE TO BE RECYCLED PLASTIC 1 6. LAY FIRST ROW IN THE LONGEST STRAIGHT ROW POSSIBLE, OFTEN ADJACENT 3. FRAME TO BE 'BLACK' 2. ANY VARIATION MORE THAN 4" FROM A STRAIGHT LINE WILL NOT BE ACCEPTED TO PAVED SURFACE 4. ALL FASTENERS FOR INSTALLATION ARE TO BE STAINLESS STEEL. 7. LAY SUBSEQUENT ROWS TIGHTLY PARALLEL TO FIRST ROW WITH LATERAL 5. ACCEPTABLE MANUFACTURER IS 'PACIFIC OUTDOOR PRODUCTS - JOINT STAGGER. DO NOT OVERLAP SOD SECTIONS. SE 5165 8. WATER AND FERTILIZE FIRST DAY OF INSTALLATION, PER SUPPLIERS DIRECTIONS. 4 BENCH 4 WOOD EDGE TO GRAVEL 6 SOD PLANTING L-2 NO SCALE L-2 NO SCALE L-2 NO SCALE one inch 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 9.20.19 SCALES: 1 9.20.19 permit set pd pd WASHINGTON Recovery Center 2 3.26.20 per city ccomments - west wall relocation pd pd Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' DETAILS DRAWING: 1928land Grandview North LLC Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1928 Mount Vernon, WA 98273 f. 800.508.2017 3321 173rd PLACE NE www.eccosdesign.com . DESIGNED: PD . SHEET: contact: Scott Wammack PATRIK DYLAN DRAWN: PD L-2 eccosDesignLLC contact: Patrik Dylan CERTIFICATE NO. 793 Arlington, WA CHECKED: PD Preliminary OF 2 STORMWATER FACILITY MAINTENANCE MANUAL FOR PUBLIC & PRIVATELY OWNED STORMWATER FACILITIES PREPARED BY: CASCADE SURVEYING & ENGINEERING, INC. June 2020 TABLE OF CONTENTS TABLE OF CONTENTS ............................................................................................................................. 2 INTRODUCTION ........................................................................................................................................ 3 CATCH BASIN ........................................................................................................................................... 4 CATCH BASIN INSERT ............................................................................................................................. 7 CONVEYANCE STORMWATER PIPE ...................................................................................................... 9 OIL WATER SEPORATOR CATCH BASIN ............................................................................................ 10 INFILTRATION BASIN ............................................................................................................................. 12 INFILTRATION TRENCH ......................................................................................................................... 15 YARD DRAIN & CLEANOUT ................................................................................................................... 17 ENERGY DISSIPATER ............................................................................................................................ 21 COMPOST AMMENDED SOILS ............................................................................................................. 23 LANDSCAPE PLANTINGS CARE ........................................................................................................... 28 INTRODUCTION Background All residential, commercial, and industrial developments have some form of stormwater drainage facilities. Stormwater facilities generally drain to roadside ditches, underground storm pipe systems, streams, lakes, or to groundwater from infiltration facilities. Stormwater facilities generally consist of pipes, catch basins, swales, ditches, ponds, oil/water separators, underground infiltration trenches, and any other structure that collects, conveys, controls, and treats stormwater. Stormwater facilities are either privately owned or publicly owned. Private stormwater facility owners consist of individual residential property owners, a home ownersâ€™ association, commercial and industrial land owners. Privately owned stormwater facilities are generally installed on private property within the bounds of the private land, in a separate tract, or in an easement on land owned by others. Publicly owned stormwater facilities are usually owned and operated by a city, county, state, or federal entities. In either case, the owner of the system is responsible for operating and maintaining all elements of the facility. Purpose The objective of this manual is to ensure that stormwater control facilities are adequately maintained and operated properly. This manual is intended to meet all storm system operation and maintenance requirements listed under the 2010 Snohomish County Engineering Design and Development Standards. Storm system maintenance is necessary to protect streams, lakes, wetlands, and groundwater. Proper maintenance assures that storm systems operate as they were designed, and that they are cleaned of pollutants that they trap, such as sediment and oils, so that the storm system is not overwhelmed and becomes a pollutant source. Stormwater System Inspection Schedule The drainage system should be monitored periodically. For the first year after completion of construction, the system should be monitored after every large storm event (> 1-in in 24-hrs), and, during the period Oct. 1- Mar. 31 inspections should be conducted monthly. From April 1- Sept. 30, the facility should be monitored on a quarterly basis. Once the performance characteristics of the facility have been verified, the monitoring schedule can be reduced to an annual basis unless the performance data indicate that a more frequent schedule is required. (CATCH BASIN) Yard Drain & Cleanout What is a Yard Drain? A Yard Drain is similar to a Type 1 Catch Basin but smaller (most are 12 to 18 inches in diameter). ï‚· Currently, the most frequently used type of yard drain is a high density polyethylene (HDPE) pipe: o set vertically on end, o with the bell end up fitted with a grate, and o the bottom end resting on washed drain rock. ï‚· There are older versions which are made of either polyvinylchloride (PVC) or Concrete Pipe. How does a Yard Drain work? Yard Drain systems usually consist of several yard drains and 6â€-8â€ diameter HDPE pipe between them. They are designed for use in private residential or commercial property and not for use in public or private streets and roads. ï‚· They function as an intermediary stormwater conveyance system that connects roof and building foundation footing drains (4â€-6â€ diameter HDPE pipe) to the main stormwater conveyance system of: o Type 1 or 2 Catch Basins, and o 12â€ and larger diameter HDPE pipe. ï‚· Typically, in residential subdivisions these systems can be located along lot lines. ï‚· Yard Drains also have commercial property applications, often being installed to connect building roof and footing drains To the parking area and driveway drainage systems. NOTE: If Yard Drains are not visible, it is possible that Cleanouts were installed as a substitute. This is generally the case when the depth from the top of the Yard Drain grate to what would be the top of the washed drain rock exceeds 42â€. (See drawings below.) Common maintenance needs The most common tool for cleaning Yard Drains or Cleanouts is a yard hose. Cleaning by a vactor truck with its very high pressure and volume washing and vacuum system can destroy both the older Yard Drains or Cleanouts and pipe. It is better to use a low pressure washing system and scoop out by hand any mud and debris collecting in the Yard Drains or Cleanouts. Snohomish County Drainage Facility Maintenance Guide 11 Yard Drain Snohomish County Drainage Facility Maintenance Guide 12 Cleanout Snohomish County Drainage Facility Maintenance Guide 13 Yard Drain & Cleanout Drainage Results expected when system Potential Conditions when maintenance is performed feature defect maintenance is needed or not needed Metal Excessive ï‚· Obstruction Immediately in front of the ï‚· Obstruction removed. Grates accumulation drain grate or covering it is reducing of trash, flow causing ponding or partial flow debris, bypass. sediment and ï‚· Obstructing more than 1/3 of inlet or ï‚· Obstruction removed. vegetation outlet pipe diameter. ï‚· Decaying and generating odors that ï‚· Vegetation removed. could cause complaints or dangerous gases (e.g., methane). Not in place ï‚· Missing or only partially in place. ï‚· Grate in place, repaired or replaced. Damaged ï‚· Broken ï‚· Grate repaired or replaced. Sump Sediment, ï‚· Sediment exceeds 60 percent of the ï‚· Sediment removed. accumulation sump depth. ï‚· Measure from bottom of basin to invert of the lowest, but in no case less than a minimum of 6 inches clearance from the sediment surface to the invert of the lowest pipe. Structure Cracks in wall ï‚· Cracks in wall ï‚· Basin repaired or replaced. ï‚· Pipe is re-grouted and secure at basin wall. Settlement ï‚· Settlement or misalignment ï‚· Basin raised, realigned, repaired or or replaced. misalignment Pollutants in ï‚· Most commonly occurring are herbicides ï‚· Pollutants removed. water or and insecticides. sediment ï‚· Identify and remove source. Snohomish County Drainage Facility Maintenance Guide 14 Compost-amended Soils Naturally occurring (undisturbed) soil and vegetation provide important stormwater functions including: water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water interflow storage and transmission; and pollutant decomposition. Compaction from construction can reduce the soils natural ability to provide these functions. Establishing a minimum soil quality and depth in the post-development landscape can regain some of these stormwater functions including increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chemicals. Sufficient organic content is a key to soil quality. Soil organic matter can be attained through numerous amendments such as compost, composted woody material, biosolids, and forest product residuals. Key Maintenance Considerations Key maintenance considerations for compost-amended soils include the replenishment of soil media as needed (as a result of erosion) and addressing compacted, poorly draining soils. Site uses should protect vegetation and avoid compaction. Key Operations to Preserve Facility Function The full benefits of compost-amended soils are realized when desired soil media depths are maintained and soil compaction is minimized. Care should be taken to prevent compaction of soils via vehicular loads and/or excessive foot traffic, especially during wet conditions. Maintenance Standards and Procedures Table 18 provides the recommended maintenance frequencies, standards, and procedures for compost-amended soils. The level of routine maintenance required and the frequency of corrective maintenance actions may increase for facilities prone to erosion due to site conditions such as steep slopes or topography tending to concentrate flows. July 2013 Guidance Documentâ€”W. Washington Low Impact Development (LID) Operation and Maintenance (O&M) 81 Table 18. Maintenance Standards and Procedures for Compost-amended Soils. Recommended Frequency a Condition when Maintenance is Routine Needed Action Needed Component Inspection Maintenance (Standards) (Procedures) General Soil media A Vegetation not fully covering ground ï‚· Maintain 2 to 3 inches of mulch over bare areas in landscape beds (maintain high surface or vegetation health is poor ï‚· Add plants if sufficient space organic soil ï‚· Re-seed bare turf areas until the vegetation fully covers ground content) surface Ongoing None (routine maintenance) Return leaf fall and shredded woody materials from the landscape to the site when possible in order to replenish soil nutrients and structure Ongoing None (routine maintenance) On turf areas, â€œgrasscycleâ€ (mulch-mow or leave the clippings) to build turf health Ongoing None (routine maintenance) Avoiding use of pesticides (bug and weed killers), like â€œweed & feedâ€, which damage the soil A None (routine maintenance) ï‚· Where fertilization is needed (mainly turf and annual flower beds), a moderate fertilization program should be used which relies on compost, natural fertilizers or slow-release synthetic balanced fertilizers ï‚· Follow IPM protocols for fertilization procedures (see â€œAdditional Maintenance Resourcesâ€ in Bioretention Facilities section for more information on IPM protocols) Soil media Ab Soils become waterlogged, do not appear ï‚· To remediate compaction, aerate soil, till to at least 8-inch depth, or (maintain to be infiltrating further amend soil with compost and re-till infiltration) ï‚· If areas are turf, aerate compacted areas and topdress them with 1/4 to 1/2 inch of compost to renovate them ï‚· If drainage is still slow, consider investigating alternative causes (e.g., high wet season groundwater levels, low permeability soils) ï‚· Also consider site use and protection from compacting activities a Frequency: A= Annually; B= Biannually (twice per year); M = monthly; S = Perform inspections after major storm events (24-hour storm event with a 10-year or greater recurrence interval); W = At least one inspection/maintenance visit should occur during the wet season (for debris/clog related maintenance, this maintenance visit should occur in the early fall, after deciduous trees have lost their leaves). b Inspection should occur during storm event. IPM âˆ’ Integrated Pest Management July 2013 82 Guidance Documentâ€”W. Washington Low Impact Development (LID) Operation and Maintenance (O&M) Table 18 (continued). Maintenance Standards and Procedures for Compost-amended Soils. Recommended Frequency a Condition when Maintenance is Routine Needed Action Needed Component Inspection Maintenance (Standards) (Procedures) General (contâ€™d) Erosion/ Scouring A, W, S Areas of potential erosion are visible ï‚· Identify and address cause of erosion (e.g., concentrate flow entering area, channelization of runoff) and stabilize damaged area (regrade, rock, vegetation, erosion control matting) ï‚· For deep channels or cuts (over 3 inches in ponding depth), temporary erosion control measures should be put in place until permanent repairs can be made. Grass/ Vegetation A Less than 75% of planted vegetation is ï‚· Take appropriate maintenance actions (e.g., remove/ replace healthy with a generally good appearance. plants) ï‚· If problem persists, evaluate if vegetation is appropriate for the location (e.g., exposure, soil, soil moisture) Noxious weeds M Listed noxious vegetation is present (refer ï‚· By law, class A & B noxious weeds must be removed, bagged and (March â€“ October, to current county noxious weed list) disposed as garbage immediately preceding seed ï‚· Reasonable attempts must be made to remove and dispose of dispersal) class C noxious weeds ï‚· Watch for and respond to new occurrences of especially aggressive weeds such as Himalayan blackberry, Japanese knotweed, morning glory, English ivy, and reed canary grass to avoid invasions ï‚· It is strongly encouraged that herbicides and pesticides not be used in order to protect water quality; use of herbicides and pesticides may be prohibited in some jurisdictions a Frequency: A= Annually; B= Biannually (twice per year); M = monthly; S = Perform inspections after major storm events (24-hour storm event with a 10-year or greater recurrence interval).; W = At least one inspection/maintenance visit should occur during the wet season (for debris/clog related maintenance, this maintenance visit should occur in the early fall, after deciduous trees have lost their leaves). b Inspection should occur during storm event. IPM âˆ’ Integrated Pest Management July 2013 Guidance Documentâ€”W. Washington Low Impact Development (LID) Operation and Maintenance (O&M) 83 Table 18 (continued). Maintenance Standards and Procedures for Compost-amended Soils. Recommended Frequency a Condition when Maintenance is Routine Needed Component Inspection Maintenance (Standards) Action Needed (Procedures) General (contâ€™d) Weeds M Weeds are present ï‚· Remove weeds with their roots manually with pincer-type weeding (March â€“ October, tools, flame weeders, or hot water weeders as appropriate preceding seed ï‚· Follow IPM protocols for weed management(see â€œAdditional dispersal) Maintenance Resourcesâ€ in Bioretention Facilities section for more information on IPM protocols) a Frequency: A= Annually; B= Biannually (twice per year); M = monthly; S = Perform inspections after major storm events (24-hour storm event with a 10-year or greater recurrence interval).; W = At least one inspection/maintenance visit should occur during the wet season (for debris/clog related maintenance, this maintenance visit should occur in the early fall, after deciduous trees have lost their leaves). b Inspection should occur during storm event. IPM âˆ’ Integrated Pest Management July 2013 84 Guidance Documentâ€”W. Washington Low Impact Development (LID) Operation and Maintenance (O&M) Equipment and Materials Table 19 includes recommendations for equipment and materials commonly used to maintain compost-amended soils. Some of the equipment and materials will be used for routine maintenance activities, while other equipment and materials will be necessary for specialized maintenance. Table 19. Compost Amended Soils Equipment and Materials List. General landscaping equipment ï‚¨ Gloves ï‚¨ Pincer-type weeding tool ï‚¨ Soil knife ï‚¨ Pruners ï‚¨ Loppers ï‚¨ Hoe ï‚¨ Rake ï‚¨ Wheelbarrow ï‚¨ Shovel ï‚¨ Push broom ï‚¨ Garbage bags (for disposal of noxious weeds) General landscaping materials ï‚¨ Arborist wood chip mulch (around trees and woody plants) ï‚¨ Compost or leaf mulch (around annuals) ï‚¨ Fertilizer (natural fertilizers or slow-release synthetic balanced fertilizers) Specialized equipment* ï‚¨ Deep tine aerator and compost (or compost/sand mixture) to fill aeration holes (if necessary to correct overly compacted soil) ï‚¨ Flame weeder or hot water weeder ï‚¨ Rototiller ï‚¨ Soil probe * Items not required for routine maintenance Skills The skills required for the maintenance of compost-amended soils are listed in the text Skills Needed for Maintenance box to the right. Additional specialized skills of Compost-amended Soils may also be required for corrective maintenance of compost-amended soils such ï‚· Landscaping skills (e.g., general plant care) ï‚· Landscaper for major maintenance as: horticulturalists, arborists, erosion control specialists, and soil scientists. July 2013 Guidance Documentâ€”W. Washington Low Impact Development (LID) Operation and Maintenance (O&M) 85 General Grounds Keeping and Landscape Plantings Care Integral part of stormwater facility maintenance program Establishing a Grounds Keeping and Landscape Plantings Care plan should not only be an integral part of any residential subdivision or commercial property stormwater facility maintenance program, but should be incorporated into the property management program as well. Depending on a stormwater facilityâ€™s function and the overall intent of the project design, general grounds keeping ranges from: ï‚· Making a stormwater facility and its surrounding area neat and tidy, to ï‚· Keeping the facility and its surroundings wild and natural. Required care Required grounds keeping and maintenance of landscape plantings care includes: ï‚· Cultivating the various desirable plant and tree species essential for a stormwater facilityâ€™s function ï‚· Eliminating or controlling undesirable species, especially noxious weeds (see below). ï‚· Controlling plant and tree growth is an ongoing process throughout the growing season and into the rainy season especially o on earthen berms and o around physical structures such as concrete flow and overflow structures. ï‚· It is also important to keep access roads, gates and fences clear of trees and brush. Control noxious weeds Noxious weeds need to be eliminated or vigorously controlled. ï‚· Common noxious weeds found in or near stormwater runoff facilities include: Knotweeds, Yellow Archangel, Atlantic and English Ivy, Yellow Flag Iris, Fragrant Water Lily and Purple or garden Loosestrife. ï‚· The less noxious, but still obnoxious plants and trees also need to be vigorously controlled, such as reed canary grass, blackberry and morning glory vines, scotch broom, cottonwood and alder trees. ï‚· For more information about noxious weeds go to the Snohomish County Noxious Weed Board website: o http://www1.co.snohomish.wa.us/Departments/Public_Works/Divisions/Road_Maint/Noxious_ Weeds/control_boards.htm o http://www1.co.snohomish.wa.us/Departments/Public_Works/Divisions/Road_Maint/Noxious_ Weeds/weeds_list.htm Maintenance for aesthetic reasons encouraged Maintenance for aesthetic reasons, ranging from totally â€œwild and naturalâ€ to totally â€œmanicuredâ€ is strongly encouraged but not required. ï‚· Going beyond what is only required can not only improve a facilityâ€™s appearance but also enhance its function as well. ï‚· Taking this approach can help even more to: o Reduce the potential for flooding property, o Provide for a more healthy fish and critter habitat, o Improve residential property values, and o Make commercial property more attractive for clients and customers. Snohomish County Drainage Facility Maintenance Guide 122 General Grounds Keeping and Landscape Plantings Care Drainage Results expected when system Potential Conditions when maintenance is performed feature defect maintenance is needed or not needed Facility Poisonous or ï‚· Any vegetation which may constitute a ï‚· Poisonous or nuisance Site nuisance hazard to maintenance personnel or vegetation eliminated. Vegetation the public. NOTE: Complete eradication of ï‚· Evidence of noxious weeds as defined noxious weeds may not be by State or local regulations. possible. Compliance with State or local eradication policies is NOTE: Apply herbicides in accordance required. with requirements of Snohomish County Noxious Weed Board. Facility Weeds ï‚· Weeds growing in more than 20% of ï‚· Weeds present in less than 5% of Site (nonpoisonous) the landscaped area (trees and shrubs the landscaped area. only). Insect hazard ï‚· Any presence of poison ivy or other ï‚· No poisonous vegetation or or poisonous poisonous vegetation or insect nests. insect nests present in vegetation landscaped area. Trash & debris ï‚· See ponds checklist ï‚· See ponds checklist. litter Erosion of ï‚· Noticeable rills are seen in landscaped ï‚· Causes of erosion are identified ground surface areas. and steps taken to slow down/spread out the water. Eroded areas are filled, contoured, and seeded. Trees Dead or ï‚· Limbs or parts of trees or shrubs that ï‚· Trim trees/shrubs to restore and damaged are split or broken which affect more shape. Replace trees/shrubs with Shrubs than 25% of the total foliage of the tree severe damage. or shrub. ï‚· Trees or shrubs that have been blown ï‚· Replant tree, inspecting for down or knocked over. injury to stem or roots. Replace if severely damaged. Snohomish County Drainage Facility Maintenance Guide 123 Drainage Results expected when system Potential Conditions when maintenance is performed feature defect maintenance is needed or not needed ï‚· Trees or shrubs which are not ï‚· Place stakes and rubber coated adequately supported or are leaning ties around young trees/shrubs over, causing exposure of the roots. for support. Visual Missing or ï‚· Any gap in screen that permits easy ï‚· Shrubs replaced to for a solid Buffer broken parts in entry to facility screen. Screen visual screen Unruly ï‚· Shrubbery is growing out of control or ï‚· Shrubbery is trimmed and shrubbery and is infested with weeds. weeded to provide appealing vegetation aesthetics. Do not use chemicals to control weeds. Snohomish County Drainage Facility Maintenance Guide 124 CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 CIVIL PERMIT 164XX Smokey Point Blvd Project #: Permit #: 2153 Location: 164XX Smokey Point Blvd. Parcel #: 31052800201500 Expires: 05/19/2022 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North, LLC E & D Excavating, Inc, 220 146TH PLACE SE PO Box 159 24931 115th Avenue NE MILL CREEK, WA 98012 Arlington, WA 98223 Arlington, WA 98223 360-435-7171 425-359-8432 / 360-435-5605 LIC#: EDEXCI*088KA EXP: 04/04/2022 JOB DESCRIPTION Full Site Civil CONDITIONS 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. In addition, construction sites shall adhere to current COVID-19 Jobsite Safety Requirements as per local, state and federal regulations. INSPECTIONS â€¢ 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 PERMIT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by the City of Arlington Public Works Department. All work is subject to field inspection. Development Services Manager or Designee Print Name Date Signature The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I hereby certify that I have read and examined this permit, the City of Arlington Land Use Code, the most current edition of the City of Arlington Standards and Specifications know the same to be true and correct all provision or laws and ordinances governing this type of work will be compiled with, which may include but are not limited to: Other City of Arlington development permits, WSDW Hydraulic Project Approval (HPA), WSDOE Notice of Intent (NOI), National Pollution Discharge Elimination Systems (NPDES), and Corp of Forest Practices Application (FPA). I also understande that all insurance, approved submittals for all materials and contractor's license. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. Applicant Signature Print Name Date PERMIT FEES Date Name Description Fee Amount 11/19/2020 Processing/Technology Fee $25.00 11/19/2020 Site Civil Review $40,090.08 Total Due: $40,115.08 Total Payment: $40,115.08 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon July 16, 2020 Scott Wammack Grandview North LLC PO Box 159 Arlington, WA 98223-0159 RE: Coverage under the Construction Stormwater General Permit Permit number: WAR309296 Site Name: Smokey Point Recovery Center Location: Behind Coastal Community Bank Arlington County: Snohomish Disturbed Acres: 1.75 Dear Scott Wammack : The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecologyâ€™s Construction Stormwater General Permit (CSWGP). This is your permit coverage letter. Your permit coverage is effective July 16, 2020. Please retain this permit coverage letter as the official record of permit coverage for your site. Ecology has approved use of electronic formats as long as they are easily produced on your construction site. A mobile friendly copy of the CSWGP permit, permit forms, and information related to your permit can be viewed and downloaded at www.ecology.wa.gov/eCoverage-packet. Please contact your Permit Administrator, listed below, if you would like to receive a hard copy of the CSWGP. Please take time to read the entire permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires that Permittees submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from issuance date to termination). DMRs must be submitted electronically using Ecologyâ€™s secure online system, WQWebDMR. To sign up for WQWebDMR go to www.ecology.wa.gov/webportalhelp. If you have questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/option 3, or email WQWebPortal@ecy.wa.gov. Scott Wammack July 16, 2020 Page 2 Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permitâ€™s applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. â€œDate of receiptâ€ is defined in RCW 43.21B.001(2). For more information regarding your right to appeal, go to https://fortress.wa.gov/ecy/publications/SummaryPages/1710007.html to view Ecologyâ€™s Focus Sheet: Appeal of General Permit Coverage. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site, please contact Luis Buen Abad of Ecologyâ€™s Northwest Regional Office in Bellevue at luis.buenabad@ecy.wa.gov or (425) 649-4485. Questions or Additional Information Ecology is committed to providing assistance. Please review our web page at www.ecology.wa.gov/constructionstormwaterpermit. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, Miya Spratt at miya.spratt@ecy.wa.gov, or (360) 407-6442. Sincerely, Jeff Killelea, Acting Section Manager Program Development Services Section Water Quality Program City of Arlington Community & Economic Development May 29, 2020 Grandview North LLC P.O. Box 159 Arlington, WA 98223 RE: Pre-Construction Requirements Project Name: Smokey Point Recovery Center Project Address: 164XX Smokey Point Blvd., Arlington, WA 98223 Project No.: PWD-2153 Dear Mr. Wammack, In order for work to commence at the Smokey Point Recovery Center 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 $53,457.88 x 150% = $80,186.81 2. Site Civil Fees Due: $40,115.08 A link for payment has been sent. 3. Project CESCL with current certificate. (1 acre or more) 4. Department of Ecology Construction Stormwater General Permit. (1 acre or more) 5. Material submittals for all proposed stormwater infrastructure shall be approved. Allow one (1) weeksâ€™ time for review of material submittals. 6. A copy of the signed and approved Marysville utility plans 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 $49,328.50 x 20% = $9,865.70 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 City of Arlington Community & Economic Development Jul 13, 2020 Grandview North LLC P.O. Box 159 Arlington, WA 98223 RE: Pre-Construction Requirements Project Name: Smokey Point Recovery Center Project Address: 164XX Smokey Point Blvd., Arlington, WA 98223 Project No.: PWD-2153 Dear Mr. Wammack, In order for work to commence at the Smokey Point Recovery Center project site, the following items need to be approved and/or submitted to the City of Arlington: 1. Approval of Zoning Permit PLN#652 2. 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 $53,457.88 x 150% = $80,186.81 3. Site Civil Fees Due: $40,115.08 A link for payment has been sent. 4. Department of Ecology Construction Stormwater General Permit. (1 acre or more) 5. Material submittals for all proposed stormwater infrastructure shall be approved. Allow one (1) weeksâ€™ time for review of material submittals. 6. A copy of the signed and approved Marysville utility plans 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 $49,328.50 x 20% = $9,865.70 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: Smokey Point Recovery Center Project No.: PWD#2153 Date: 12/1/2020 Contractor: Grandview North Superintendent: Scott Wammack Ph. No.: 425-359-5630 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. . In addition, construction sites shall adhere to current COVID-19 Jobsite Safety Requirements as per local, state and federal regulations. INSPECTIONS â€“ â€¢ 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: ïƒ¾ Copies of other agency permits or proof that the Scott Wammack 425-359-5630 application is in progress ïƒ¾ Proof of insurance listing the City of Arlington as additional ïƒ¾ One week prior to the pre-construction meeting. insured: 03/21/2021 Submittals for all materials and subcontractor ïƒ¾ Performance Bond must be on file: #09353901 approvals: DISCUSS AT PRE-CON AS NECESSARY ïƒ¾ Contractorâ€™s License: EDEXCI*088KA Exp 4/4/2022 ïƒ¾ Department of Ecology General Construction ï² Drafts of easements and dedications must be in for review: Stormwater Permit: WAR309296 ~Need separate legal and exhibit map for City Council CESCL Name: Dan Groendyk Approval â€“ REQUIRED WITH AS-BUILT SUBMITTAL CESCL# 41326 Exp.: 12/6/2022 ïƒ¾ Contact State Historical Preservation Officer and Stillaguamish Tribe if required per Land Use Permit Sam Barr Dept. of Archaeology Historic Preservation Stillaguamish Tribe of Indians 360-586-3065 sbarr@stillaguamish.com Ph.: 360-622-7055 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€“ THURSDAY, NOVEMBER 26TH â€“ THANKSGIVING FRIDAY, NOVEMBER 27TH â€“ DAY AFTER THANKSGIVING 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 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 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. Revised 11/2019 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 Building Requirements 27. Permit numbers shall be added to all required reports and emailed to the following: o Nova Heaton â€“ nheaton@arlingtonwa.gov 360-403-3437 o Kevin Olander â€“ kolander@arlingtonwa.gov 360-403-3433 o Brian Grieve- bgrieve@arlingtonwa.gov 360-403-3438 / 360-913-1396 (cell) o Raelynn Jones â€“ rjones@arlingtonwa.gov 360-403-3436 o Launa Peterson â€“ lpeterson@arlingtonwa.gov 360-403-3527 o Kristin Foster â€“ kfoster@arlingtonwa.gov 360-403-3549 28. Plan Revisions shall be submitted via hard copy to CED Department for review. o Two (2) copies of revised plans shall be required along with an electronic copy Revised 11/2019 July 16, 2020 Scott Wammack Grandview North LLC PO Box 159 Arlington, WA 98223-0159 RE: Coverage under the Construction Stormwater General Permit Permit number: WAR309296 Site Name: Smokey Point Recovery Center Location: Behind Coastal Community Bank Arlington County: Snohomish Disturbed Acres: 1.75 Dear Scott Wammack : The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecologyâ€™s Construction Stormwater General Permit (CSWGP). This is your permit coverage letter. Your permit coverage is effective July 16, 2020. Please retain this permit coverage letter as the official record of permit coverage for your site. Ecology has approved use of electronic formats as long as they are easily produced on your construction site. A mobile friendly copy of the CSWGP permit, permit forms, and information related to your permit can be viewed and downloaded at www.ecology.wa.gov/eCoverage-packet. Please contact your Permit Administrator, listed below, if you would like to receive a hard copy of the CSWGP. Please take time to read the entire permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires that Permittees submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from issuance date to termination). DMRs must be submitted electronically using Ecologyâ€™s secure online system, WQWebDMR. To sign up for WQWebDMR go to www.ecology.wa.gov/webportalhelp. If you have questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/option 3, or email WQWebPortal@ecy.wa.gov. Scott Wammack July 16, 2020 Page 2 Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permitâ€™s applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. â€œDate of receiptâ€ is defined in RCW 43.21B.001(2). For more information regarding your right to appeal, go to https://fortress.wa.gov/ecy/publications/SummaryPages/1710007.html to view Ecologyâ€™s Focus Sheet: Appeal of General Permit Coverage. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site, please contact Luis Buen Abad of Ecologyâ€™s Northwest Regional Office in Bellevue at luis.buenabad@ecy.wa.gov or (425) 649-4485. Questions or Additional Information Ecology is committed to providing assistance. Please review our web page at www.ecology.wa.gov/constructionstormwaterpermit. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, Miya Spratt at miya.spratt@ecy.wa.gov, or (360) 407-6442. Sincerely, Jeff Killelea, Acting Section Manager Program Development Services Section Water Quality Program RECOVERY CENTER-SEWER - B428957 SUBMITTAL FOR RECOVERY CENTER- Date: 10/23/20 SEWER To Project Information Company: E&d Excavating Project: Recovery Center Contact: Dan Owner: Phone: Contractor: E & D Excavating Inc Fax: Engineer: Email: Submittal Information Contact Information Submittal Type: New Prepared By: Kelly Harper Revision: Salesman: Kevin Ulicny Subject: (360) 913-7045 Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages JM Eagle SDR35/3034 Gasketed Pipe Sewer 2 Northern Pipe SDR35/3034 Gasketed Pipe Sewer 2 GPK SDR35 PSM Gasketed Fittings Sewer 2 Multi Fittings SDR35 PSM Gasketed Fittings Sewer 2 GPK Sanded Manhole Adapters Sewer 2 Olympic Foundry 11x4 Locking CO Ring & Cover Sewer 1 SIP Int 12x4 Locking CO Frame & Cover Sewer 1 Cherne Gripper Plugs Sewer 1 HD Fowler Company Submittal-Sewer Sec. 7: Ln 1 Vendor: 74630 GRAVITY SEWER 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) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 â€” 48 CIOD 50.800 47.888 1.355 24.78 56.624 â€” PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 â€” 24 24.803 22.891 0.889 9.60 28.627 â€” 27 27.953 25.799 1.002 10.10 32.261 â€” 30 CIOD 32.000 29.070 1.148 16.75 36.348 â€” 36 CIOD 38.300 35.464 1.373 19.02 45.438 â€” 42 CIOD 44.500 41.072 1.596 22.43 51.356 â€” 48 CIOD 50.800 46.886 1.822 24.78 58.628 â€” HD Fowler Company Submittal-Sewer Sec. 7: Ln 1 Vendor: 74630 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: ASTM 3034 (4â€â€“15â€) ASTM F679 (18â€â€“48â€) Pipe Compound: ASTM D1784 Cells Class 12454 or 12364 Gasket: ASTM F477 Integral Bell Joint: ASTM D3212 Pipe Stiffness: ASTM D2412 F/ Y = 46 PSI or 115 PSI Pipe Length: 14 or 20 feet laying length Installation: ASTM D 2321 JM Eagleâ„¢ Installation Guide Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 7: Ln 1 Vendor: 78215 Gasketed Sewer Pipe northern pipe products uPVC GRAVITY SEWER PIPE | Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4â€ through 15â€ meets all dimensional and physical specifications of ASTM D-3034. 18â€ through 24â€ sewer pipe meets all dimensional and physical specifications of ASTM F-679. 4â€ through 24â€ SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. uASTM D-3034 | Gasketed Sewer Pipe SDR-35 SDR-26 NOMINAL PIPE OUTSIDE POUNDS PER FOOT POUNDS PER FOOT PIPE SIZE DIAMETER MINIMUM MINIMUM (IN.) (IN.) WALL WALL (IN.) 14â€™ 20â€™ (IN.) 14â€™ 20â€™ LENGTH LENGTH LENGTH LENGTH 4â€ 4.215" .120" 1.04 lbs. 1.03 lbs. .162" 1.38 lbs. 1.36 lbs. 6â€ 6.275" .180" 2.32 lbs. 2.30 lbs. .241" 3.08 lbs. 3.06 lbs. 8â€ 8.400" .240" 4.18 lbs. 4.13 lbs. .323" 5.57 lbs. 5.50 lbs. 10â€ 10.500" .300" 6.55 lbs. 6.46 lbs. .404" 8.74 lbs. 8.64 lbs. 12â€ 12.500" .360" 9.36 lbs. 9.22 lbs. .481" 12.41 lbs. 12.28 lbs. 15â€ 15.300" .437" 13.97 lbs. 13.75 lbs. .588" 18.65 lbs. 18.40 lbs. Note: 4â€ and 6â€ diameter SDR-28 with the Canadian Standards Association mark of acceptance is available on special order. uASTM F-679 | Gasketed Sewer Pipe SDR-35 (PS 46) SDR-26 (PS 115) NOMINAL PIPE OUTSIDE POUNDS PER FOOT POUNDS PER FOOT PIPE SIZE DIAMETER MINIMUM MINIMUM (IN.) (IN.) WALL WALL (IN.) 14â€™ 20â€™ (IN.) 14â€™ 20â€™ LENGTH LENGTH LENGTH LENGTH 18" 18.701" .536" 21.03 lbs. 20.70 lbs. .720" 27.90 lbs. 27.51 lbs. 21" 22.047" .632" 29.62 lbs. N/A .849" 39.40 lbs. N/A 24" 24.803" .711" 37.40 lbs. N/A .954" 49.80 lbs. N/A May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com HD Fowler Company Submittal-Sewer Sec. 7: Ln 1 Vendor: 78215 Gasketed Sewer Pipe northern pipe products uPVC GRAVITY SEWER PIPE | Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieber joining system is a factory made â€œlocked-inâ€ flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. uLOCKED-IN GASKET JOINT B C D A. Gasket Groove (Race) Outside Diameter E B. Lip Length A C. Gasket Groove (Race) Length D. Overall Joint E. Spigot Insertion Depth DIMENSIONS (IN.) NOMINAL PIPE SIZE (A) (C) (E) (IN.) GASKET GROOVE (B) (D) GASKET GROOVE SPIGOT INSERTION (RACE) OUTSIDE LIP LENGTH OVERALL JOINT (RACE) LENGTH DEPTH DIAMETER 4" 5.300" 1.000" .750" 4.000" 3.000" 6" 7.500" 1.250" .875" 4.250" 3.250" 8" 10.000" 1.500" .875" 5.625" 4.625" 10" 12.350" 1.500" 1.000" 6.250" 5.250" 12" 14.500" 1.500" 1.125" 6.375" 6.375" 15" 17.500" 1.750" 1.400" 7.000" 6.000" 18" 21.125" 2.000" 1.500" 7.500" 6.500" 21" 24.750" 3.000" 1.725" 10.000" 9.000" 24" 27.750" 3.000" 1.900" 10.000" 9.000" May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 7: Ln 4: Sec. 7: Ln 5: Sec. 7: Ln 6 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-Sewer Sec. 7: Ln 4: Sec. 7: Ln 5: Sec. 7: Ln 6 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-Sewer Sec. 7: Ln 4: Sec. 7: Ln 5: Sec. 7: Ln 6 Vendor: 77700 P.O. Box 3300, Term."A" 4507 LeSaint Court London, Ont. Canada Fairfield, Ohio USA N6A 4K3 45014 (519) 681-2140 (513) 942-9910 1-800-265-1815 1-800-523-3539 Fax (519) 681-2156 Fax (513) 942-9914 MULTI FITTINGS Engineered Tough SDR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE Scope: This letter of compliance covers Multi Fittings requirements for 4â€ through 42â€ (100 mm â€“ 1050 mm) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International (CSA) and the International Association of Plumbing and Mechanical Officials (IAPMO). Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B182.1 and CSA B182.2 and is suitable for the non-pressure drainage of sewage and surface water. They can also be used in applications involving subsurface drainage. Material: Rigid PVC Poly(Vinyl Chloride) used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with either of the following requirements: ASTM F 477 â€œStandard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipeâ€ for low-head applications for rubber gaskets ASTM F 913 â€œStandard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipeâ€ for TPE gaskets Molded Fittings: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 â€œStandard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittingsâ€ ASTM D 3212 â€œStandard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Sealsâ€ ASTM F 1336 â€œStandard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittingsâ€ CSA B182.1 â€œPlastic Drain and Sewer Pipe and Pipe Fittingsâ€ CSA B182.2 â€œPVC Sewer Pipe and Fittings (PSM Type)â€ IAPMO â€œUniform Plumbing Codeâ€ HD Fowler Company Submittal-Sewer Sec. 7: Ln 4: Sec. 7: Ln 5: Sec. 7: Ln 6 Vendor: 77700 Page 2/... Trench Tough SDR35 Gasketed Sewer Fittings Fabricated Fittings: Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are made from segments of pipe conforming to the following standards: ASTM D3 034 â€œStandard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittingsâ€ ASTM D 3212 â€œStandard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Sealsâ€ ASTM F 679 â€œStandard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittingsâ€ ASTM F 1336 â€œStandard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittingsâ€ CSA B182.2 â€œPVC Sewer Pipe and Fittings (PSM Type)â€ Note: Molded components meeting the requirements listed above may also be used as part of the fabricated fitting. Markings: Trench Tough SDR35 Gasketed Sewer Fittings are marked as prescribed in the above applicable standards to indicate size of the fittings, material designation, compliance to standard, and manufacturerâ€™s name or trademark. Color Coding: Gaskets for Trench Tough SDR35 Gasketed Sewer Fittings are black. Yours truly, Frank Yorio Senior Vice President, Operations Issue Date: 2012-10-04 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 7: Ln 2 Vendor: 71800 HD Fowler Company Submittal-Sewer Sec. 7: Ln 2 Vendor: 71800 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 7: Ln 8 Vendor: 79700 Marked Sewer NOTES: *Machine surface on ring & cover. OLYMPIC FOUNDRY INC. *Typical 8" locking clean-out 11" X 4" LOCKING FLANGE DOWN RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. MH5 D/T APPROX WT: Ring 70 Lbs, Cover 26 Lbs REV: A DATE: 6/23/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 6/23/2003 TOLERANCE REV: DATE: BY: DATE: XX +- .1 CHKD: CL DATE: 6/23/2003 XXX +- .06 DWG #: MH05 D/T SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 7: Ln 8 Vendor: 84175 %â€˜/mâ€™m_rE__I_|+_ _I F >MyI% iO05â€QWLQO__Um 72_Â£__Â£%__uMbo nï¬gazmzmï¬mg?E_m_m___:__w__n___EM___u___â€™_uh_Â§__g_â€œ%____:_â€˜=5HmamEÂ§_Â§__ï¬__ * m__ E5 _WL 65%I $:_8|_I iilS_M_mm_"?_P_?}T__________m___>_____O_U __1 @ mZ___bi? 9_;U 2%u L%D __OEG5%Â£5 _I38% EC _\_ ;ï¬‚____m:_"_G_â€œE_Z_u____:__~_1nrï¬‚:__#__l___|__~_â€˜_2______:|_'_qI_H___"__#_ï¬‚__"___ï¬‚______n____m_____â€œ______I_m____:____m___:1=5___P_=:F__________|__Z:_in________J_____ï¬__~_;ï¬m_:?i5-H:_E_________H_m__m_:____m_Hj~___?__E___I:___HE:_I___h____________:______â€˜|___:ï¬__________E_______ï¬‚__:$__________â€œ__i_Â£_â€™____:?m:D_;_m=_â€˜___Eaï¬u___"__â€œ__m_=_}__ Fl:U_ __H__________n___|______H IU_|_mgï¬wU;EU: um3 ____g h____HwO EahaH_UN mn}:mhEggâ€œM_u__H_1__H___HIm_Â§_m_m_xH_Nmno__On_ï¬_____Q_"_;_______mbzuï¬‚ogâ€ >mmigagD_mHm_E_O7__u__Pwwâ€œEmHE_|_|N_U_NW2? nO<m_N#01(___m$_ __lVâ€˜-__ï¬_â€˜%1@________Em"rm_ 5_J_mmI_m____ w_U}_'mâ€œGâ€œ__H__U__mm{_M__D_z5555;Q__m_HÂ§E_zm_Tm_~_Â£_Zmwlmmq i __%m}_U }<h__%1'â€˜TE mH_Mu 69$ _wE E _n_Z_mImm_______m__H_mï¬__U?___{_m___G_U{______O_Â§5_S_ï¬_w_____m_7___U__"__|_H_H____w_IvH__m__|m____hE_Â§Ez__H_nâ€™____M_H_4__D_M_M_uï¬‚Nq___mD%_2|Â§1m_;c__m_____â€™_z}__{m_â€™____:m_~â€œ____â€™_'"_â€œ_||||r|||||Dam _zpEmï¬u____ï¬ï¬___u_K_g_m______\_"â€œ|__yz_m__mMn"__Mï¬‚cc_U_____'__m_H___m:_H_In"_ pg_wn____I_U__w ___U;ngczqmmT__U_'_m _|___H_Em___E____Um}:mi_Â£_m_rmw_inï¬g_H__gpmxmuUEmZm__U_Ã©qmmimq_P__m_m_Z__Ã©_H____mM Gï¬gg\ | Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 7: Ln 7 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) RECOVERY CENTER-STORM - B428957 SUBMITTAL FOR RECOVERY CENTER- Date: 10/23/20 STORM To Project Information Company: E&d Excavating Project: Recovery Center Contact: Dan Owner: Phone: Contractor: E & D Excavating Inc Fax: Engineer: Email: Submittal Information Contact Information Submittal Type: New Prepared By: Kelly Harper Revision: Salesman: Kevin Ulicny Subject: (360) 913-7045 Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages ACF West Wirebacked Silt Fence & Metal T-Posts Storm 2 Layfield Wirebacked Silt Fence & Metal T-Posts Storm 3 Layfield Orange Safety/Barrier Fence Storm 1 Norplex Inc Protex Orange Safety/Barrier Fence Storm 1 Ultra-Tech Int Ultra-Drain Guard Catch Basin Storm 2 Inserts JM Eagle CL235 DR18 C900 Gasketed Pipe Storm 1 Northern Pipe CL235 DR18 C900 Gasketed Pipe Storm 2 ADS N-12 Blue Seal WTIB Pipe Storm 1 GPK Sanded Manhole Adapters Storm 2 Shope Type 1 Catch Basin & Risers Storm 2 Shope 18" Type 45 Area Drains Storm 1 Olympic Foundry 18x24 Locking Frame & Cover Storm 1 SIP Int 18x24 Locking Frame & Cover Storm 1 HD Fowler Company Submittal-Storm Sec. 36: Ln 77 Vendor: 65410 ACF West is a D.B.A. for Northwest Geosynthetics Inc. 2505 Frank Albert Rd E, Suite 111, Fife WA 98424 â€“ PH: 253-922-6641 Fax: 253-922-6642 Description: ACF West â€œSupportedâ€ Silt Fence, ACF-WB-60 uses a woven fabric attached with steel hog rings to galvanized steel support mesh. Roll size: 60â€ fabric w/36â€ support mesh x 100 lineal foot Available in black or â€œHi-Visâ€ orange Fabric: The fabric, is a woven network of polypropylene fibers, stabilized to resist degradation due to ultraviolet exposure, and resistant to commonly encountered soil chemicals, mildew and insects. It is non-biodegradable and is stable within a ph range of 2-13. Manufactured for ACF West Inc. The fabric meets the following minimum average roll values (MARV): Property Test Method MARV (English) Grab Tensile ASTM D 4632 158.1 x 161.7 lbs Grab Elongation ASTM D 4632 20.7% x 21.3% CBR Puncture ASTM D 6241 620 lbs Trapezoidal Tear ASTM D 4533 90 x 85 lbs UV Resistance ASTM D 4355 80% @ 500hr AOS ASTM D 4751 70 sieve Permittivity ASTM D 4491 0.128 sec-1 Support Mesh: Galvanized utility mesh, 4â€ x 2â€ opening, 36â€ height, 100â€™ length The information presented herein, while not guaranteed, is to the best of our knowledge true and accurate. Except when agreed to in writing for specific conditions of use, no warranty or guarantee expressed or implied is made regarding the performance of any product, since the manner of use and handling are beyond our control. Nothing contained herein is to be construed as permission or a recommendation to infringe any patent. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 78 Vendor: 65410 ACF West Inc. is a D.B.A. name for Northwest Geosynthetics Inc. 8951 S.E 76th Drive, Portland, OR 97206 (503) 771-5115, (800) 878-5115, (503) 771-1161 fax 15540 Woodinville-Redmond Rd., #A-400, Woodinville, WA 98072 (425) 415-6115, (800) 423-4567, (425) 415-6126 fax 2120 N. Redwood Rd., Suite 70, Salt Lake City, UT 84116 (801) 521-5141, (800) 804-1393, (801) 521-5144 fax Steel Fence Post Specifications Size: 5â€™ length Weight: .95 lb/ft (nominal) Coating: Enamel paint, Green Material: Manufactured from 100% recycled steel (imported) Type: Studded â€œTâ€ post cross section w/riveted anchor plate Uses Suitable for livestock penning, erosion control fencing, construction site barrier fences and a host of staking and fencing applications. Imported for ACF West Inc. By: Kirkwood Industries th 20212 108 Ave. NE Bothell, WA 98011 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 77 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-Storm Sec. 36: Ln 77 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-Storm Sec. 36: Ln 78 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-Storm Sec. 36: Ln 79 Vendor: 76540 Geosynthetic & Industrial Fabrics 851 Houser Way North, Renton, WA 98055, 425-254-1075, fax 425-254-1575 Economy Warning Barrier Fence Typical roll properties are as follows: Polymer: Polyethylene (HDPE) Stabilizer: U.V. Inhibitor Color: Orange Mesh Size: 3â€ x 3 Â½â€ Roll Size: 4â€™ x 100â€™ Roll Weight: 11 lbs Machine Direction Break Load: 300 lbs / ft Machine Direction Yield Strength: 330 lbs / ft Machine Direction Break Elongation: 35 % To the best of our knowledge, the information contained herein is accurate. However, Layfield Plastics Inc. cannot anticipate all conditions under which Layfield product information and our products, or the products of other manufacturers in combination with our products, may be used. We accept no responsibility for results obtained by the application of this information or the safety or suitability of our products either alone or in combination with other products. Final determination of the suitability of any information or material for the use contemplated, of its manner of use, and whether the suggested use infringes any patents, is the sole responsibility of the user. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 79 Vendor: 65410 SAFETY/BARRIER FENCE SF37548Lâ€”7PS Hâ€˜- Fâ€™ r ..1â€˜-Iâ€˜_ F.,,. -1 ProtexÂ® Safetyl Barrier Fence is a superior quality construction fence used in and around jobsites to delineate the work zones. It is also an accepted product to visibly mark boundaries adjacent to environmentally protected areas. ProtexÂ® is made from 1oo% domestic resins and is manufactured in the U.S.A. Roll Size 4â€™ X 100â€™ Mesh Size 3.75â€ x 1.75â€ Lbs.perroH 7Lbs Material Polypropylene Color Orange Ultra Violet Resistance Fully Stabilized Tensile Strength YLD, (ASTM-4882) 4287 psiâ€”MDâ€”54533 psiâ€”TD Elongation Load BRK , MD/TD (ASTM D882) 128% MDâ€”l 9.2%TD **Testing Methods Used: ASTM D882 Provided by: Total Petrochemical USA** or ex nc 1113"â€™ Street NW Bldg C 3 i Auburn, WA 98071-0814 O 253735-3431 NORTHWEST PLASTIC EXTRUSION F 2537355056 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 80 Vendor: 65410 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-Storm Sec. 36: Ln 80 Vendor: 65410 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-Storm Sec. 34: Ln 66: Sec. 34: Ln 69 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-Storm Sec. 34: Ln 66: Sec. 34: Ln 69 Vendor: 78215 C-900/C-905 northern pipe products uAWWA C-900 WATER DISTRIBUTION PIPE | Pipe Specifications Northern Pipe Products PVC AWWA C-900 PVC Pressure Pipe is manufactured from compounds conforming to cell classification of 12454 as defined in ASTM D-1784. The pipe meets the requirements of the AWWA C-900 standard specification for polyvinyl chloride water distribution pipe. The integral bell joint system meets the requirements of ASTM D-3139 and utilizes an elastomeric seal meeting the specification defined in ASTM F-477. Northern Pipe Products AWWA C-900 Pressure Pipe for potable water carries the NSF Standard 14, the Canadian Standards Association Standard B-137.3, and the Underwriters Laboratories Inc. Standard 1285 marks of acceptance. The AWWA C-900 DR-18 and DR-14 pipe also carry the Factory Mutual Research Water Distribution Pipe for Underground Fire Protection Service mark of acceptance. The pipe is furnished in 20â€™ laying lengths. uAWWA C-900 | Cell Classification 12454 DR-25 (165 PSI) DR-18 (235 PSI) DR-14 (305 PSI) NOMINAL PIPE OUTSIDE PIPE SIZE DIAMETER (IN.) (IN.) MINIMUM POUNDS MINIMUM POUNDS MINIMUM POUNDS WALL (IN.) PER FOOT WALL (IN.) PER FOOT WALL (IN.) PER FOOT 4" 4.80" .192" 1.87 lbs. .267" 2.55 lbs. .343" 3.22 lbs. 6" 6.90" .276" 3.90 lbs. .383" 5.29 lbs. .493" 6.70 lbs. 8" 9.05" .362" 6.69 lbs. .503" 9.15 lbs. .646" 11.55 lbs. 10" 11.10" .444" 10.11 lbs. .617" 13.82 lbs. .793" 17.46 lbs. 12" 13.20" .528" 14.32 lbs. .733" 19.56 lbs. .943" 24.75 lbs. May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com HD Fowler Company Submittal-Storm Sec. 34: Ln 66: Sec. 34: Ln 69 Vendor: 78215 C-900/C-905 northern pipe products uAWWA C-900 WATER DISTRIBUTION PIPE | Gasketed Joint Specifications Northern Pipe Products PVC gasketed AWWA C-900 PVC potable water distribution pipe is manufactured with gasketed joints conforming to the specifications of ASTM D-3139. The gaskets are manufactured to conform to the requirements of ASTM F-477. Northern Pipe Products employs the Rieber Gasket System. The Rieber joining system is a factory made â€œlocked-inâ€ flexible elastomeric seal. The gasket is installed in the bell race during the manufacture of the joint. It should not be removed for any reason, as destruction of the joint will occur. uLOCKED-IN GASKET JOINT B C D A. Gasket Groove (Race) Outside Diameter E B. Lip Length A C. Gasket Groove (Race) Length D. Overall Joint E. Spigot Insertion Depth DIMENSIONS (IN.) NOMINAL PIPE SIZE (A) (C) (E) (IN.) GASKET GROOVE (B) (D) GASKET GROOVE SPIGOT INSERTION (RACE) OUTSIDE LIP LENGTH OVERALL JOINT (RACE) LENGTH DEPTH DIAMETER 4" 6.50" 1.500" 1.125" 6.000" 5.000" 6" 9.00" 1.750" 1.250" 6.500" 5.500" 8" 11.50" 2.000" 1.500" 7.500" 6.500" 10" 14.00" 2.500" 1.750" 8.750" 7.750" 12" 16.50" 3.000" 1.875" 9.750" 8.750" May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 34: Ln 65: Sec. 34: Ln 67: Sec. 34: Ln 68 Vendor: 72530 ADS, inc. Drainage Handbook Speciï¬cations c 1-6 ADS N-12Â® WT IB PIPE (PER AASHTO) SPECIFICATION Scope This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 WT IB pipe (per AASHTO) for use in gravity-ï¬‚ow land drainage applications. Pipe Requirements ADS N-12 WT IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. -I 4- through 10-inch (100 to 250 mm) pipe shall meet AASHTO M252, Type S. I 12- through 60-inch (300 to 1500 mm) pipe shall meet AASHTO M294, Type S or ASTM F2306. I Manningâ€™s â€œnâ€ value for use in design shall be 0.012. Joint Performance Pipe shall be joined using a bell & spigotjoint meeting the requirements ofAASHTO M252, AASHTO M294, or ASTM F2306. Thejoint shall be watertight according to the requirements ofASTM D3212. Gaskets shall meet the requirements of ASTM F4?T. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. Ajoint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fhï¬ngs Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the watertightjoint performance requirements of AASHTO M252, AASHTD M294. or ASTM F2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when ï¬eld-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Material for pipe and fitting production shall be high-density polyethylene confonrling with the minimum requirements of cell classification 4244206 for4- through 10-inch (100 to 250 mm) diameters, and 4354000 for 12- through 60-inch (300 to 1500 mm) diameters, as deï¬ned and described in the latest version ofASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60-inch (300 to 1500 mm) pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Sections 9.5 and 5.1 ofAASHTD M294 and ASTM F2306 respectively. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot. (0.3 m) and for 60-inch (1500 mm] diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backï¬ll for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 00% SPD) or Class 3 (minimum 95%} material. Maximum ï¬ll heights depend on embedment material and compaction level; please referto Technical Note 2.01. Contact your local ADS representative or visit our website at wwwads-pipe.com for a copy ofthe latest installation guidelines. Pipe Dimensions NominalDiameter. in{mm} Pipe|.D. 4 6 a 1o 12 15 1s 24 30 36 42 43 60 â€˜"l""â€˜".) {"351 (.15?) l?.i'.3'i'3'l 11'?â€˜-"?â€˜.3'i l3â€˜?'i3'.i. l3?'5i (45513 1259.? ; {T597 l9.'.3'Â§'l Â£195.01â€˜ lignlil . (1.599? Pipeo.o.* as as s.1 11.4 14-5 1s 22 2s as 42 4a 54 sr in(mm} (122) {W5} (2311 (290) (368) (45T} (559) (T11) {H14} (106?) (1219) (13712) {W02} â€˜PipeDD.valuesareprovidedforreferencepurposesonly,valuesstated for12through60-inch are11 'inch. ContactasaleS representEltrve' forexE1ctvalues (DADS, lnc., February 2020 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 74: Sec. 36: Ln 75 Vendor: 71800 HD Fowler Company Submittal-Storm Sec. 36: Ln 74: Sec. 36: Ln 75 Vendor: 71800 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 70 Vendor: 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) HD Fowler Company Submittal-Storm Sec. 36: Ln 72: Sec. 36: Ln 73 Vendor: 83650 catch basin products WSDOT Catch Basin Risers Type 1 .r~.._~ ""1. .Â»~",.-"""â€”-Kâ€˜;.-"""-~..-H-_â€”"*-=""-f-ffâ€™- ./â€˜H. \-M-'\"-.. â€˜"-2.0" "1. - -H15 _---FF --. I Iâ€˜ -â€˜H-H_ H-H-H gm. T-, ,Â» 14"â€ " - - - â€œ2D" â€œâ€˜-.._ "-._____x -â€˜___â€™.-"""-- '-_______-_ â€™__i_.*''3 If-* " ' ' ' M "M. H""-. I '1. "- .-* â€™_.>'<-â€™ \"*-- P-___..-" F-___.-"' .-*_.Iâ€™ ..-*-1â€™H._:-:._~_ :1_.=~*"'l1.xE =-.____h "~~.BUâ€œ â€˜ gr - .5â€ - EHI. P;-F!-B-1- Ir. â€œ~._fl Q1â€â€˜*-. H.â€œR. . . -- xxâ€™ " . .~\::lR."-.â€œ'-\.â€˜- 1-"'-.___\__-i-i Eâ€˜-.201! .5â€˜-._______-â€˜\- Hgâ€˜ Lâ€˜-J - .. - - I //"8Iiâ€˜-IR. Hf,_-"K__ .-' '~..'\-..__H- -_H""'\-.,__\__â€˜_\-\hâ€˜.::"\-Â»..__\_\_ -H"-._\__ RM'â€â€˜~._ â€œ"'--. "â€˜--. â€œi Ir j.'-,_"""-.__I- â€˜Lâ€˜.|L_'*Â»._\_ "2 .*J." H -\-._\__H-H I-E ----_.___. ll '1-._\_H___ HE _'____. -'.~*.__\â€˜L'\__\' \.\\ax â€˜\\-'\._\_\- -H-\\--._\\ "__..-P 6 â€˜-._ _,=-' ..--â€™ "-._ â€˜~_..-* _ _.- ï¬ --. K "-._1,.Â»K ____,.--' mm __i_.=-' ___x.-*1? I/1+ . ,. .. _â€™__,- I. - â€˜"â€˜-H.. REE _.-"".-- -ffâ€™-'__â€™_..-"'1-P?If__.-"' -â€˜__.-"â€™ H. --___\ -_ H If =-' _I_____ -Xâ€˜-â€˜-_i_""-_.__\_\__-|.- â€˜-____,="'4â€˜~.___\_H- '\-\.___h-H-_ Iâ€™ â€œH./â€™ "H.*~._R â€˜"-..aux â€˜â€œ . . *â€˜ J, IfIf / _-â€˜*5--Hâ€˜-._ -HH-"\-L .-'â€˜-"F. -1353" "--_ 'â€œ-_ --' _.- 3411.-" =-'_.-*' .-*_..-*'*--___-. ..-# H. 'Hâ€˜_-~. _ H. "H. .â€”" -I _- ||__-"Ix .-Pâ€˜'- _-'1I_ â€˜I"-__ "'-. '|'| 5-''-.___ 2" "-. ____- T I .-' J-;__.-"' ____.--"" â€™-"_-l__,-'::â€˜-'-____R:.-"'â€”-______â€˜- -5-.â€˜ -.______-_-H --_ 5- I - .- J â€™ xx '"-. "-. - 4, .-"'.-.-"'-_-I .--"F ___,-"J-If-â€˜f _____..-""_____.-"-"-if_.-"X -H-"'â€œ--_""-._____-5"â€œ---.."-. __..- _.Â»*""'\ RÂ»-"'1_.Â»-""'-â€˜ 5"Â»-\_"â€˜~..'-.___\ -. â€™__,3'*-"â€œ â€œRf.IK.. ,I___..-"".-Â».-"___.-"__.Â»-*- .,_ .#1g .Â» . gr .~_ (__. E '-.. _.-" _..--"'-I/.-"': f___."" â€˜H :5--â€™ â€œ-_-.. ï¬x 1* 2-J -"---J-8 .1"-I Iâ€˜?- ,-â€œI Kâ€œ H .-' .-Â»-"' .-" H1 .H_H~...H__H 3:1 an \-.5*1.II -"Hi.â€˜I_.." ___.-' ___.- _l_ 3'4".-' Jr.-' __.-' I .-'"I _.-' 11/â€™; .-1'"I .--â€™ 1 .20|| -.___.1 /"â€˜-Â»/ â€˜HI. __.-"' _F_.-" /___.-' â€˜-\____â€˜_â€˜ .I'Ifâ€˜fr '-.,__ -Pâ€™ _.- __ "\._\_xH\ â€˜â€”._\___ __\-hi NR. â€˜-. -. J./IIf /___.""' II- LÂ». 21 ax _. -â€˜E I I . Q. *'/-J â€™__,Â»* â€œâ€˜-H___,-* . ' L H._____H_ â€™I___,.-\.>~;I I â€˜_____.-" Iâ€™-I_____.-" 1211 .-*"'F.. __..â€˜ "<1K.I "H. _xI â€œ~.. â€œH. " H."=-.ï¬ .-Â»'I H. 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"-.Iâ€™ â€œ---.._ iâ€œ-ii-*. 1 E -H5: .-"'_ -â€œ"- .-"'_ -" â€œs. â€˜H // ' 1,.-câ€™ I'llâ€˜ K â€˜xi E "\.___\ H'*-iiiâ€˜ -'___.-' -_â€˜___.-"HI. __. .-' -" ___â€˜__ "-. - .- .|;_L .1. -\"-\__\. .-*"x I_â€™___.Â»-"F F,â€™___--""- "â€œ-__ "-_ . - _ __ '\-.._\_H_- . ___|_.- "-__ '- -'- _.-"' "â€˜-.._*-R. . -- __.-*_.-"' .1â€œ ,/if E"â€œ-. ï¬r .-" ffâ€œ"1.-"â€™ "2:-â€™f"-. â€œ"313â€ .JI"â€˜*â€”~. .Â»*â€˜ 1.5% 34"? _..--' _.=' 'm__ _.--â€™ "â€˜--__ â€˜"-._ -.-"' ""-_ _.-"' _ _.-"' _..-"' ' _ "'-.._ "'-._ "'-__ \\\| Hi-"'â€˜ T "'--_~.R if_.- 24FI.--' f .-' I ,Â»-â€™ *--. H -.. an -20â€œ '-. â€œ~.R .-"'-- .-"" -â€œ"a.,_ --â€œâ€œ'\-.. _â€œ"~.. â€˜Ir,- .. - _.. --r_; - - - _ - 1- "." - 34||If-F ,.Â»*__.-"fan-_:â€˜_.-:'1-"-'1-.,- .-/?-ii. â€˜I-R''â€œ"-. -H30" .-""--""3-I â€˜I,If/I ï¬x.-""-I --H"'â€œ'-."-KR =-.H. .â€œâ€˜.\. -E â€˜RIllâ€˜.- \I â€œII. -â€™." >1 â€˜H1 T. Ki. â€˜\-. .-â€™ 33% .-"' "--. :<,~ ____.-P" \â€˜Iâ€™--I K If. _K, '|\I.\â€˜l ~. '-\."X/~5.1â€™I if."F.â€œri -c" â€™ .-F" J '-"â€˜"- "~. â€” it-Â»"' \.â€œ:- \ â€˜~. If. ~./Ii.-â€™ MJ.-'W |-..,___ 1"Â»IfR.Â»*-G R K ""1-.:"' fr.1 â€œK.â€.1 "â€œ-. \. "~.RR xv;~..~.-" .-"I 3Rs.HÂ»; '1â€˜."'Lâ€˜ "~. QRXI. â€˜~.w-_-3 ..-â€œH .__-='If -K" F "X "" "H. -1.". \\ || Ii.-' â€˜It.-'| 1â€â€™; ..-IfE I â€œ'1'*- "'-.1-. .-" . . I=*'Hâ€˜ .-*,-*" Cl 14 '*<..J:_> I-*. - _//* â€œ-.__ '-.,_ .-1" __..-' ' ,.-' : â€œ"'\-..,_\_- "a.H. J.-* x '*-. ' .-â€˜ I, â€˜ J.-*"' â€˜H. --._ _..â€ .1 U ,, "-.- H. \.__\â€˜ J__,-* I.-* I.-* XE --__ _ -fl-____r "--_ .-"' 2-,.Â» .,_\_ Erâ€™. _,-- .- ' "- . *-. *~r__j I - -= - '-.__â€˜__.-" fl Fl-â€˜_..-"f-"F | -â€˜ix,â€™ '~._____ _ . ""1._ __ _,___- __. -"' -â€˜J-â€™___..-"' â€œ\-.._\H- .-' -f____.-"'- .- _- â€”- _r I .-' â€˜_"â€˜\~..____ -J/____./" -' KHKHI ."'-_â€˜ __ ' __.-"--' If -H-H""-."'--________ _______.-"-..-"ii' 1?â€˜I KNDCKDUT ALL FOUR SIDES H '-..,_- _ _ .-P _""--._ _.-Pâ€ I - F "'â€œ-- -\. .-P"- â€œâ€˜-. _____ ____, .-" Nate: drawings not to scale Sh("'\ e Shape Enterprises, Inc. {Z53} 343-1551 1â€”BUG-422-T560 [FREE CALLâ€” North America] C 1512 East Main Avenue FBI UFIEâ€˜ 1 i353}345*U391 www.shupe:uncrete.cum ï¬‚ï¬‚ï¬‚ï¬rï¬‚fï¬‚ Pfï¬‚dï¬‚ï¬‚fs Puyallup, wn. 933:-'2-3142 Fax Line I {Z53} 354-61172 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 76 Vendor: 83650 area drains 18" Type 45 Area Drain Bell & Spigot Item Details â€¢ Catch basin designed for small grass areas or residential driveways â€¢ Open bottom to be placed on twelve inches(12") of washed rock Concrete pour to tonn floor In catch basin Is available â€¢ 600 Ibs â€¢ Tile Grate I I 14" / \ I ! I / l 42" \ ~ 18' Note: drawings not to scale Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free - WA ooly] 1618 East MaIn Avenue Fax Line 1 (253) 845-()292 WWW .. hapICC ....... te.com Puyallup. WA 98372-3142 Fax Line 2 (253) 884-61 n Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 71 Vendor: 79700 NOTES: King County STD. 2-014 & 2-015 OLYMPIC FOUNDRY INC. 18" X 24" FRAME & SOLID LOCKING COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. SM50S D/T APPROX WT: Frame 125 Lbs, Grate 89 Lbs REV: A DATE: 7/3/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 7/3/2003 TOLERANCE REV: DATE: BY: DATE: XX +- .1 CHKD: CL DATE: 7/3/2003 XXX +- .06 DWG #: SM50S DT SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 36: Ln 71 Vendor: 84175 J.Q_u};mzI1Emmi ESlggm|_I__|_I g mpmmÃ©ï¬g_U_W5__1mO2â€œl_| _ lÃ©P_____n5Imtg @_GTLTâ€œEmO___!_______________._________________llg _HÂ§Â§mjU_U{__m__>_ _J_IEI_5% _@Wh_M %Q_O_/_9%goI__; MEEE02%<_mâ‚¬TSTIL %BE*A__.||Ld_|__Q__ 0_ _W M:E ï¬gF_%| Mwï¬a_h_U_i|+| T$6___H*PIHIL ghr _ NOD_[_L|_l_W w_n_P__'mHGâ€œ__Â£:_____E__|_G_Us_mmâ‚¬_M___Uz___:__u_Z2_;h______2____â€œ______~__"__ï¬‚____:__n_______F_________=___*_:__U___H.__mn}__mH_;_____mu"___â€œ______n_u___â€œ__#__________h___|:_,__â€œHm____m>_UmmQ_3_O7_mg_Um_P_______?m_ï¬‚_m__h____U________H_|_]__n$_________Â¥____#____u:__Ly__________Cm___mamm_Imm___in____;_=_______â€œ___I___:_?_~____;__HE_________h_f___H_u_____D___m__w:__"___________m_________m_:__\Ema___p__:m__ï¬‚_H_____I:_____H_z_mT__T__:____T_"Nm{m__Hm2;_mLn_â€˜_n____U__U__:â€œ__ï¬_Â£_:________________:I__m__n_n_?_____r___m___G"U5_O_H_____}=____"_g_Em_;_u______m_____"____H___=E__m_______'___"_____"___n_â€œ______"__ï¬______â€˜ID___ï¬‚5EUâ€˜____"_______m______:2 mmQ_D_/_|_DUIt_/__I mmIm}_U__â€œ__D_DEH5 |+|*58GE kln9$_â€œ__EJ1|PEQ gnu|_ QNQUZE_S___:__|_I2/_U_|m _ Ii EHM3%h_1_____5_T;_Tuxâ€œw_|_w$_m__Mï¬uggiâ€œF_m__DEE___"___B;E|Â§_|m__12_E â€œT8 \|Fm{mr_7_mï¬__$_Egg_H__P_U____z__U_H QEgoI ________}______:H_________,___|m_~Â¢_____|Iâ€œVU_______/0?â€˜T_|_ï¬‚__r__H_%_?H__H_%mm__l__â€â€œ_mï¬‚_Um__H___w___%__%1_____ mHm_qmW__$___rmmH%_U__u_K_G_UÂ¢_J____HEm? mi:T_WEW___]a___%__M_}rH___m%__D$Gm:5â€œâ€œHG}_U_n___u__ï¬‚___________H______Hâ€˜___'mâ€œ_____~__Wi\Hwâ€˜_ï¬‚_m_â€˜_ï¬_____Mw_w_____m_ Iti'|l_â€œ__m8%It _Fm_H__P_ FM_ UU 4| Ii Exam_{hH5___m_)_O[_A 5P_mm_g__n_mm__ï¬‚oraâ€UE_mZm__U_Ewmama_p__m_mEgram_ZUHImmE_mm_Zï¬ImmxM_u_mn_1_5"Mkn__â€œ_;_______mP_u_mD___U5n__=_,_m G_Hâ€œII H_||_|||__H__ f5_ mum_~}%_â‚¬GI Em inG__<___UGZ35_m_m__: Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) RECOVERY CENTER-WATER - B428957 SUBMITTAL FOR RECOVERY CENTER- Date: 10/23/20 WATER To Project Information Company: E&d Excavating Project: Recovery Center Contact: Dan Owner: Phone: Contractor: E & D Excavating Inc Fax: Engineer: Email: Submittal Information Contact Information Submittal Type: New Prepared By: Kelly Harper Revision: Salesman: Kevin Ulciny Subject: (360) 913-7045 Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages US Pipe DI Tyton Joint Pipe Water 2 Cambridge-Lee Type K Copper Tubing Water 1 Great Lakes Type K Copper Tubing Water 1 US Pipe Fabrication Galvanized Spools Water 1 Tyler Union Import C153 MJ & C110 Flanged Water 2 Fittings Merit Brass Import NL Brass Fittings & Sch 40 Water 2 Brass Nipples Matco Norca Import NL Brass Fittings & Import Water 1 Galvanized Fittings Smith Cooper Import NL Brass Fittings & Sch 40 Water 2 Brass Nipples Legend Import Galvanized Fittings Water 1 Romac Style 101S/202S Service Saddles Water 3 Romac RFCA Restrained Flanged Coupling Water 2 Adapters Romac Romagrip Pipe Restraints Water 2 Ford Co NL Brass Water Service Fittings Water 4 M&H & Kennedy C515 Resilient Wedge Gate Water 11 Valves M&H Style 129S Fire Hydrant & Pumper Nozzle Water 3 Harrington HPHA50-45NH/Cap & H30E-40- Water 2 40NPSH/Cap Storz Adapters Fogtite Concrete Hydrant Blocks Water 1 Fogtite Hydrant Guard Posts Water 1 Shope Hydrant Guard Posts Water 1 Elkhart Brass 702 Ball Drip Valves Water 1 Standon Pipe Model S89 Flange Supports Water 1 Zurn/Wilkins Model 950XLT2 Double Check Valve Water 2 Assembly Zurn/Wilkins Mode 350ADA Double Check Water 2 Detector Assembly Oldcastle Precast/Carson 1324BCF Meter Box & Water 2 Lid Oldcastle Precast/Carson 1730BCF Meter Box & Water 2 Lid Sigma 940 24" Valve Box Base, 18" Top & Lid Water 3 SIP Int 940 24" Valve Box Base, 18" Top & Lid Water 3 US Pipe Field Lok 350 Gaskets Water 1 The Gripper Co Gripper Gaskets Water 1 HD Fowler Company Submittal -Water Sec. 10: Ln 9: 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-Water Sec. 10: Ln 9: 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-Water Sec. 21: Ln 48 Vendor: 82930 Copper Plumbing Tube or --i i 1 __,'. Ill Ill _l-6 is-ï¬‚e=*Â¢.eeesr-fed Cambridge-Lee industries manufactures a full range E â€˜l'i.E1l'1.Uf'â‚¬iCâ€™lLlfE3ii'-anddistributor El of copper plumbing tube suitable for many uses in â€˜orthelPlumbing, HVAG, the field. Cionstructien, Industrial, and I All tubing is manufactured under strict duality control Elr 3Eivl markets. procedures and inspections â€˜We pride ourselves on being Uses: - All tubing is produced to meet chemical, mechanical, the easiest companyto work Water Service and Distribution cieanness and Eddy-CurrentTesting with and the best company to Fire Protection - Type K, L 8 lvl tube meets ASTM B88 specifications work for. Our employees are Solar customendriven, providing ' DWV copper tube meets ASTM B308 specifications Drainage extraordinary service, working - Our entire business - from sales, production, logistics and FUB| "3" /â€™ G85 Di5il'iblJTii3â€˜ilâ€œl with you to solveyour delivery is built on duality and customer satisfaction HVAC problems, and offering new Available Sizes value-add products, services and customized options. Made in USA Wtrlt-*"Tlfâ€˜B its-tirsiiit GFBEFI Ag},f,2g%B We Fueloii, Hvric soand 100tt.ctiii For more information D â€œWat Se . m mm Watertilts â€œ."â€œ"$ .8â€™ "mi .3 - ctzeee, Prone 610.926.4141 trite i=si'5ii,"$.iiâ€˜ii!Â°rltE?it'i_s â€œâ€œâ€œâ€™â€œÂ°â€œ sÂ§â€˜;itlâ€˜@iFlli5iâ€˜iii Elâ€œ en re Toll-free 880.928.5588 - - WaterTUD8 Dgfpeeï¬lglgï¬tgg5Â§Ã©Efe- Ham toand20it. Red cteeee, Fax 800.255.7817 TypeM Fue,U" Hm I StraightLength rtstivi s-as Email GLsales@camlee.com owv . toand soit. ct2200. 35 Tube i3r_ TUUE Dâ€˜a'"agE Hmâ€˜ StraightLength YB"â€œW itstivi e-see Heading, PA 19805 custom iengtlis available wvvw.camlee.ccm ._ I ]_. Our Promise: We integrate our manufacturing, marketing, and distribution capabilities to provide our customers with the highest duality products and services and offer them a single source of copper tubing. 1939 .__ :l_. Cambridge-Lee Industries LLG We have a solution for every freight challenge Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 21: Ln 48 Vendor: 71605 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 17: Ln 35 Vendor: 70720 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 10: Ln 13: Sec. 10: Ln 14: Sec. 10: Ln 15 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-Water Sec. 10: Ln 12 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-Water Sec. 23: Ln 54 Vendor: 77590 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 23: Ln 55: Sec. 23: Ln 56 Vendor: 77590 December 18, 2013 To our valued customer: We hereby certify that to the best of our knowledge and belief all brass nipples manufactured by Merit Brass Company in Cleveland, Ohio conform to specification ASTM B687-88. Nipples are threaded with American Standard taper pipe threads (NPT) in accordance with screw-threaded standard for Federal Services Handbook H-28. Brass nipples have a weighted average lead content of<= .25% and are in compliance with lead content requirements for lead free plumbing as defined by the U.S. Safe Drinking Water Act. Sincerely, c:m:pp~1 Chief Operating Officer --1 P.O. Box 43127 â€¢ One Merit Drive â€¢ Cleveland, OH 44143 Phone: 216 261 9800 â€¢ Toll Free: 800 726 9800 â€¢ Fax: 800 726 9880 â€¢ www.meritbrass.com â€¢ www.mbwebXpress.com 009001 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 23: Ln 54 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-Water Sec. 23: Ln 54 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-Water Sec. 23: Ln 55: Sec. 23: Ln 56 Vendor: 83735 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 17: Ln 36 Vendor: 75790 3 LEGEND Wâ€.|??Â§Si??@Â§Z%%â€œÂ§d I . SUBNIITTAL SHEET ..iUEl N.ï¬.f-.l'.E llEh.-'l TALE ..llI|El LULATIDN"| FAHT NLllâ€˜y'lElEH FEINâ€˜l'l'l-I5illTl]H DATE ENL1lNEEFl .I5i.F'Pl?lIIl.-KN-_ DATE LEGEND MALLEABLE FITTINGS (S Preduced in an ESU Hllllll registered facility. Manufactured in cnmpliance with all applicable ASTNI and ANSI standards. liey canfiguratiens are UL listed: HHJ{l(.E}ff522B and HH}f.â€˜iï¬‚'.E!t1522E Fire Main Equipment - Pipe fittings; *intended fer use in water supply piping systems and ï¬re suppressien system piping in acccrdance with NFPA l| I I standards Manufactured using the latesttechnclcgies fer material censistency and dimensicnal tcteiances.They're cast using an electric inductinn furnace, tc ensure thatthe material is at eptimum castingtemperature lcnger. Elassifiad as a Elass IEU malleable ircn fitting, {rated at I50 psilthey are alse test pressure rated at130 psi and isas have an achieved burstpressure rating cf5l]tI|D psi lpres sure increased ta failure}. As tested.they maintain a 4.3 tc â€˜t pressure safety ratic. Packaged in tluuble cnrrugatetl. ni|â€”resistant btutes marl-cad with an English descripticn. All labels are calci- ccdetl, denuting either a blaclt ur gaiyanizeri fitting. MATERIEL SFEIIIFIEATIDH -=--alt" PART MATERIAL SFEEIFIIH-'tTiUH -Ii 1 All fittings Malleable lien ASTM A15? If i.-,0 Speciï¬caticnsfurThreaded Malleabla Iran Fittings - II-lass15fl: . K American SncielryfarTestitgand MateiialsiA.S.T.M.]: i ii ASTM A151: Standard spacificatieh far cupcla malleable ircn. ASTNI M53: Standard specificaticn far zinc caating lhct-dipl an ircn and steel hardware. ASTNI A41: Standard specificatien far ferritic malleable ircn castings. I? American National Standards Institute|A.H.S.l.]: ANS! 515.3: Nlalleable ircn threaded ï¬ttings. ANS] Eill:i.Ii'l'. Ferrcus pipe plugs, bushings and lacltnuts with pipe threads. ANSI B1639: Nlalleable ircn threaded pipe uninns. ANSI Eil.EtIi.t: Threads, pipeâ€”genera| purppse finch}. UPC!IAFMD NSFI ANSI E-F2 Copyright Eff-BB Llnderwnteis Labcratciies Inc Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 17: Ln 38 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-Water Sec. 21: Ln 45 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-Water Sec. 17: Ln 39 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-Water Sec. 30: Ln 61 Vendor: 82790 Dctol:-er 25, 2015 ! ROMAC INDUSTRIES, INC. Hwww_|'rJm3|3_gg|111-B00-4215-9341 mmâ€œ RFCA (Rt'dFlesralns angedC0up1'mg Adapt)er -Ii FlangeBody: Ductile (nodular) iron, meetingorexceedingASTMA535, Grade 55-45-12. Flange meets the dimensional requirements of ANSI APPROVED C:ass 125 and 150 hoitcircles. Gaskets: Compounded forwater and sewer service in accordance with ASTM D2000 (Flangegasket is o-ring style, NE.lFt standard). Dinercom- pounds availalaie for petroleum, chemical, or high temperature service. Gland: Ftomac HomaGrlpâ€œ". See page T-s. Restraining Bolts: W0-9 roll thread, Ductile {nodular} iron, meeting or exceeding ASTM A 535. Ftestraining Lugs: Ductile (nodular) iron, meeting or exceeding ASTM A535. Heat treated using a proprietary process. Lug Locators: Polyurethane, a thermal plastic. T-bolts and Huts: High strength low alloy steel T-head bolt. National Specificationsal coarseroiledthreadandheavyhexnut. SteelmeetsAli'~fWAC111 compo- sition specifications. Stainlesssteel boltsand nutsavailable on request. Coatings:Shopcoatappliedtocastpartsforcorrosionprotectionintransit. ___ Fusion bonded epoxy and Homah-ond Polyester available on request. ' Materi NSF51 certified upon request. | Use: Ductile Iron Pipe 3 - 24", cast iron pipe 3" - 24" {same DB's as ductile iron) and lF*S size steel pipe 3 - 12" a minimum thickness per ASTMA53 std. weight class pipe. Not for useon PVC, HDPE pipe or plain-end mechanical joint fittings. To Drder: Specify catalog number. Example: For a 12" HFCA Drder:|FtFCA - 13.20| /!\ Fm. appï¬natinns on PVC pipe NDTE: 3" - 12" special Flomac gasi-tel works on both steel and D.l. DDs. see page 3-?. L "Â°'â€œ-pmg GASKETRANGE LENGTH GLANDBOLTS CATALOG WEIGHT NUMBER Shopcoat Shopcoat Fusion Epoxy Fusion Epoxy ("J5- SIZE QTY: SIZE wiStd. B&N wi30-â€˜t S3 BEN wfStd. B&N wi'304SS B&N 3" 3.50-3.00 0.00" 4; iii" x3" HFCA - 3.96 21 4" 4.30-4.00 0.00" 4: iii" it3 lit" HFCA-4.00 20 6" I 0.03-0.00 0.25" 3:~'iit" x3 '0" HFCA- 6.90 40 8" 0.03-0.05 0.25" 0;iii" x3 13" HFCA - 0.05 53 10" 1015-11.10 10.25 8: iii" x3 lit" HFCA- 11.10 83 12" 12.35-13.20 10.25" BI3i'4" it3 11'2" HFCA- 13.20 110 14" M 15.30 1 11.?0" 10: 3.01â€œ x 4 â€˜i0" FIFCA -15.30 1?0 16" 17340 11.?'0" 12: iii" x 4 â€˜i.~z" RFCA -1?.40 200 1 8" 10.50 11.00" 12$ 3i-1" it 4 'i3" RFCA -19.50 21? 20" 21.60 11.80 14: 314" it 4 â€˜i'0" HFCA- 21.60 2515 24" 25.00 12.00" 10: 3:141" it 5" HFCA- 25.00 305 Some initial axial movement mayoccurin lug styie restraints as the iugs seat. Movementis directiyreiateoâ€˜ to the size ofthepiping system and the system pressure. in generalterms movementofapproximately0.25â€œ can be expected in restraints under 16â€. Foriargersizes movement ofapproximateiy0.4â€may be seen. ifthis is criticaito yourappiicationpiease contact Romac Engineering for additionaiinformation. HD Fowler Company Submittal-Water Sec. 30: Ln 61 Vendor: 82790 ROMAC INDUSTRIES, INC. RESTRAINED FLANGED COUPLING ADAPTER FOR STEEL AND DUCTILE IRON PIPE 3 THROUGH 12 INCH SUBMITTAL INFORMATION <'> APPHDVED USE The Restrained Flanged Coupling Adapter is used to connect plain end IPS sizes steel pipe (minimum thickness STD weight class pipe) or ductile iron pipe to a flanged pipe or fitting. It provides flexibility before and after installation, and a RomaGrip wedge style restrainer provides restraint for the plain end pipe. 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 0.25 can be expected in restraints under 16â€. Forlargersizes, movementofapproximately0.40 may be seen. Ifthis is critical to yourapplication please contact Romac Engineering for additional information. MATERIALS Gland and Flange Body Ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gaskets Gasket is made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Flange gasket is O ring style and is made of Nitrile Butadiene Rubber (NBR) in accordance with ASTM D 2000. Other compounds available for petroleum, chemical, or high temperature service on request. 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. Lug Locators Polyurethane, a thermal plastic. T-bolts and Nuts High strength low alloy steel T-head bolt. National coarse rolled thread and heavy hex nut. Steel meets AWWA C111 composition specifications. Stainless steel bolts and nuts available on request. Coatings Shop coat applied to cast parts for corrosion protection in transit. Fusion bonded epoxy, RomaGrip Romabond polyester available on request. FLANGE Compatible with ANSI Class 125 and 150 bolt circles. AWWA C219 Romac couplings meet the specifications set forth in the AWWA Standard C219 coupling spec. FM Approved FM approved for cast iron and ductile iron pipe. PERFORMANCE Nominal Max. Joint Pipe Size Pressure Rating (psi) Deflection Pipe Insertion (inches) (inches) Working Test (Âº) Minimum Maximum A 3 275 412 2.0 2.0 4.5 2.5 4 275 412 3.5 2.0 5.0 3.0 6 275 412 3.5 2.0 5.5 3.5 8 275 412 3.3 2.0 5.5 3.5 10 275 412 3.0 2.0 6.3 4.3 12 275 412 3.0 2.0 6.3 4.3 SIZES AND RANGES See Catalog. Document Number 20-8-0018 6/15 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. Phone (425) 951 6200 - Toll Free 500 425 9341 - Fax (425) 951 6201 - www.romac.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 10: Ln 17 Vendor: 82790 HD Fowler Company Submittal-Water Sec. 10: Ln 17 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-Water Sec. 21: Ln 49 Vendor: 70790 I-. I. SUBMITTAL INFORMATION ,â€˜.. I FLANGED ANGLE BALL VALVE BY FLANGED ANGLE CHECK VALVE WITH BY-PASS (2" METER) | FEMALE IRON PIPE THREAD VERTICAL INLET AND OUTLET o Iw 1?" Meter Spacing M Flanged Angle Flanged Angle Ballâ€˜-1% check Vawe I | | ||ï¬‚ I \ Meter Support / =Â»i Bracket Heght Copper Tube Bv-Fï¬‚ass Ball Valve /\ 2_.H3.. [: El â€˜l-H5" Uit l"| iTn||| J; _ |i I _ -4,__. E _ I /E FIP Inlet / FIP Outlet SERVICE LINE CONNECTION HEIGHT Aeenox. CATALOG .!'Sueiui1"rEo FIP INLET FIP OUTLET WT. Les. NUMBER ITEMls) 12 32.0 VEIHB?-12B-11-??-NL 15"â€™ 33.0 VEH87-15B-11-7?-NL 2" 2" gt18;: 34.6 VBH8?-18B-11-??-NL \.*'_BHQ?-.21B.-Jl.-T?-NL 24H 3T.[l VBH8?-24B-11-Y?-NL 2?" 39.0 â€˜vE.lHB?-2TB-11-7'?-NL FEATURES - All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) - The product has the letters â€œNL" cast into the main body for lead-free identification - 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) - Constructed with Type K copper conforms to ASTM BB8, UNS 012200 - All Ford Meter Setters are assembled with lead-free solder - Meter support brackets are standard - Padlock wing is standard on all angle meter ball valves or key valves - Drop-in rubber gaskets are included with all meter flanges - Optional High By-pass. Add "HB" following the height. Example: VBHB7-â€˜l2HB-11-7?-NL 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. I Submitted B1" i==.o. Box 443, Wabash, Indiana U.S.A. 4sss2-0443 Phone 260-563-3â€˜l?1 i Fax BUEJ-B26-348? Overseas Fa:-t: 260-563-0167 www.fordmeterbo:it.com gi5;g5,i1jr Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 21: Ln 47 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-Water Sec. 23: Ln 59 Vendor: 70790 SUBMITTAL INFORMATION Pack Joint Coupling - (C84-xx-NL style) MALE IRON PIPE BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads Beveled EPDM rubber gasket Pack Joint Nut Integral clamp contains machined provides hydraulic seal grooves for axial restraint MIP Size PJ Size Stainless steel screw activates clamp Length Anti-friction ring DESCRIPTION APPROX. PART SUBMITTED LENGTH MALE IRON PIPE P.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 2" 0.5 C84-11-NL 1/2" 5/8" 2-1/16" 0.8 C84-12-NL 1/2" 3/4" 2-1/16" 0.8 C84-13-NL 3/4" 1/2" 2" 0.8 C84-31-NL 3/4" 5/8" - 0.7 C84-32-NL 3/4" 3/4" 2-1/4" 0.6 C84-33-NL 3/4" 1" 2-3/8" 0.7 C84-34-NL 1" 5/8" - 0.7 C84-42-NL 1" 3/4" 2-3/8" 0.7 C84-43-NL 1" 1" 2-9/16" 0.8 C84-44-NL 1" 1-1/4" 2-1/2" 1.2 C84-45-NL 1" 1-1/2" 2-9/16" 1.8 C84-46-NL 1-1/4" 1" 2-9/16" 1.4 C84-54-NL 1-1/4" 1-1/4" 2-9/16" 1.4 C84-55-NL 1-1/4" 1-1/2" 3-1/4" 1.8 C84-56-NL 1-1/2" 1-1/2" 3-1/4" 2.0 C84-66-NL 1-1/2" 2" 2-15/16" 2.6 C84-67-NL 2" 2" 3-1/4" 3.1 C84-77-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. 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€¢ Sleeve design provides hexagonal wrench flats 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 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 02/09/15 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 17: Ln 43 Vendor: 70790 (D SUBMITTAL INFORMATION _ e " e Adapter Flange - (UFA200-C-x style) UNI-FLANGEE SERIES 200 ADAPTER FLANGE FOR DUCTILE IRON PIPE -iiâ€” Bâ€”ii- Set Screw - AISI 4149 Steel; T Tensiie 199,000 psi . . H an at d ta _f Gasket - SBF-1 {Buna-S) mlmmum35-as RockweilE cFEandE zincâ€œ_"â€œ~â€”-~_ .-*""â€˜,1 g, __3"â€œ-..- mechanical J'oint 9asket ~â€”â€”-___ plated for corrosion resistance //- -.1â€™â€œFtâ€ 3" J >_ _ _ I _ C __ -....._._-._ Flange - Ductile lrori per ASTM A536, Grade 55-45- 12. Drilling toAWWA Class ANSI B16.1 (250 lb. cast iroii?Â» . "Â° 1T â€˜\\ . or ANSI B1E.5 (390 lb. steeli l5 \\ Finish: Shop coat ~...--"â€˜;"--_- -i. AW Color Code: Red for ductile "' I â€˜I _ 'l. il iron applications -H-\__"'-\-|__ __i-P"; "~ai~..â€œ~ â€˜I ,| â€˜\ -at_l_.Ti Noiii. Duc'rii.E lnoiii PIPE PRESSURE SE1â€˜ Scnews FLANGE-- - No. OF" BOLT PIPE - ~ Â» APPROX in-iiie - ~ OD THICKHESSTTHICKHESS BOLT i.':inci_e H ï¬1"_'::';TED WT. Les. R Size (RE). Ciimii.i_oo No. PS Numsen Size A B C Hoi.Es = DIA. l l 2" 2.5!] ..FAZIIID-C-2 4.2 " Iâ€˜-JC)l'J' lâ€˜~."l 1i'2"i-:1" 5" 1-â€˜l3f1Ei" 31'4" 4 4-.:v4" 3" 3.95 ..FAZIIID-C 3 ac â€œ THJC)l"_'l -l'=- 1r2".v1" r-1x2 1-tans": Sid" 4 6|! 4*â€˜: 4.89 ...FA2'I'C'-C-4 as i l"*~JC)Câ€˜! -P- 1f2".it1" 9" 1-13i'1E" 31'-4 DD ?-1r2" 52 6.99 ..FA2'3I'I'-C45 19-? l*~JE)Cl DU 1f2"it1" 11" 1-13115" , 314 DD 9-11'2" 99 9.05 _.FA2III=L"-C-B 19.6 l'*-JC}ID O0 5l8"it1-11'4" 13â€”1l'2" 2-1.14" 22.12 CD 11-BM" _\â€˜:2 11.10 ._FA2'_I'c'-C-1"' 0 25.3 1T5 _.i.l"~J 5l8â€œit1-11'4" 16" 2-15116" 1" _i.lâ€˜\-J 14-U4" _-itâ€œE 13.20 ._FAECIID-C-12 33.2 1T5 ...a.l'*~J 5l8":Â»i1â€”1iâ€™4" 19" 2-15f1E" 1" _ii.lâ€œ-.J 1?â€œ FEATURES - Restraint is provided by a set screw locking device similar to that used in mechanical joint retainer glands - The gasket is an SBR (Buna-S) mechanical joint gasket. Available with optional EPDM or NBR (Buna-N) gasket - Designed for ease of on-site installation. Eliminates bolt hole alignment problems and allows for pipe deï¬‚ecï¬‚on - Seiies 200 adapter ï¬‚anges are not recommended for use on PVC pipe. Use the Uni-Flangeï¬‚ Series 900 ï¬‚anges instead - Optional uni-torque set screws are available for use with Series 200 adapter flanges for ductile iron pipe class 52-56. To order, add â€œ-UTâ€ to the catalog number. Example: UFA20D-C-6-UT - Optional stainless steel set screws, type 410 per ASTIV F593, are available for Series 200 adapter ï¬‚anges. To order, add â€œ-SSâ€ to the catalog number. Example: UFAZOU-C-6-SS. 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 subject to change without notice. Please verify that your product information is current. Our standard warrantv applies The Ford Meter Box Company, Inc. Submitted BYâ€˜ P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-553-3171 1' Fair: 800-B26-3487 Overseas Fair: 250-563-O16? wwvv.fordmeterboir.com gg;1g;2g Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 10: Ln 16 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-Water Sec. 10: Ln 16 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-Water Sec. 10: Ln 16 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-Water Sec. 10: Ln 16 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-Water Sec. 10: Ln 16 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-Water Sec. 10: Ln 16 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-Water Sec. 10: Ln 16 Vendor: 75810 KENNEDY VALVE KS RW RESILIENT WEDGE VALVES KENNEDY VALVE KENNEDY VALVE AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 UL-262IFM-112011130 ULC-Underwritersâ€™ of Canada S. e Han E Water Working Seat Hydrostatic Shell '3 g Pressure psi Test psi Test psi 250 Water Works 250 St 400 500 ULFM . . 2 H2.._12.. 20-ill Fire Protection 250 St 400 500 Available in either non-rising stem or outside screw St voice. Figure No. Figure No. with Available End Connections & Size Range (STD) Post Plate F g. End {HHS} 2" - 12" T56185- ??o1ss ls" - 12") Nâ€˜ .1 2""- 12" (except 2 112") ?5?1SS ?o?1ss ls" - 12") .g..& Mu s"-12" ?5?ESS ??o2ss ls" - 12") ush-on for PVC [SDFH 2" - s" ?597SS tsstess (3" - s") "|'lT.|Tl g. End {OS 8t Y) 2"-12" TUBBA nus iv".J. for Tapping 4"-12" 71515055 ?95DF'SS Push-on for D.l. Ft C900 PVC 4"-12" ?QCl1SS ?'9D1PSS lv'..J. Cutting-in 4"-12" T5?6SS (Consult K.â€˜v'.) Push-on D.l. X Flg. 4"-12" ?9D2SS ?9D2PSS Threaded (NR8) 2" - 3" ?lEl5?SS ?057â€™PSS (3" only) Threaded (US&Y} 2'" - s" 706? FLG E. GFW C'.>S&â€˜r' 2 1x2"-1o" YDQZABF GHV Bl GFW O53-Diâ€™ 2 1:2"-1o" TUQBABF FLG 8t GHV NBS 2 1x2" - 1o" T591-ZABF TSQEPABF GFW Bl GHV NHE5 2 1x2" - 1o" 7593ABF TEBSPABF Accessories Indicator Posts Handwheels Tâ€œ Handles Extension Stems Stern Guides 2" Sq. Operating Nuts Chain Wheels Floorstands (non-rising stem NOTE: 2" OSBJY Flanged and Threaded versions are UL Listed NOTE: All FlSGVâ€˜s 18â€œ and larger will be furnished with either spur gearing (vertical) or or bevel gearing (horizontal) NOTE: 2" to 3" sizes full wall ductile iron (per AWWA C509 dimensions) I erlliledt /rT";~:._~ NSF Al\l5l Â£1 a I M."_~,FlAlvSi tiâ€™.-5 "~i's:s2.fâ€™\\ biz-=5 Z 12 â€˜35l'3â€˜4i19 Kennedy Valvelâ€˜KS-RW 515 5 1 HD Fowler Company Submittal-Water Sec. 10: Ln 16 Vendor: 75810 RECOMMENDED SPECIFICATIONS FOR C-515 RESILIENT WEDGE GATE VALVES KENNEDY VALVE RESILIENT SEATED GATE VALVE 4"-24" C-515 1' Valves shall conform to the latest version of AWWA Standard C-515 covering Resilient Seated gate â€˜valves for Water Supply Service. 2. The valves shall have a ductile iron body and bonnet. The wedge shall be totally encap- sulated with rubber. 3. The sealing rubber shall be permanently bonded to the wedge to meet ASTM tests for rubber metal bond ATSM D249. 4. valves shall be supplied with D-Ring seals at all joints. No flat gaskets shall be allowed. 5. The valves shall be either non-rising or rising stem, opening by turning left to right, and provided with 2â€œ square operating nut or a handwheel with the "Openâ€œ and an arrow cast in the metal to indicate the direction to open. 6. Stems for NR5 assemblies shall be cast bronze with integral collars in full compliance with AWWA. C.â€˜lS&Y (rising stems) shall be of bronze. All stems shall operate with bronze stem nuts, independent of stem (in NR5 valves). NR5 stems shall have (2) O-Rings located above thrust collar and (1) Cl-Ring below. All stem D-Rings shall be replaceable with valve fully opened and subjected to full pressure. The NR3 stems shall also have (2) low torque thrust bearings located above and below stem collar to reduce friction during operation. 7'. Waterway shall be smooth, unobstructed and free of all pockets, cavities and depres- sions in the seat area. â€˜vâ€™aives shall accept a full size tapping cutter. 8. The body, bonnet and stufï¬ng plate shall be coated with fusion bonded epoxy, both inte- rior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSFES1 and NSF372certified. Plv plates shall be painted black. El. Each valve shall have a maker's name, pressure rating, and year in which it was manu- factured cast in the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to requirements ofAWWA. 10. Valves shall have all brass components cast and assembled in the USA and shall be manufactured by Kennedy Valve Company or equal. Updated o5ii'.ii5TT5 Kennedy ValvelRSGV Submittal Sheets HD Fowler Company Submittal-Water Sec. 10: Ln 16 Vendor: 75810 KS-RW (0515) MATERIAL SPECIFICATIONS KENNEDY VALVE Material Specifications DUCTILE IRON Specification ASTM A535 Grade TU-50-5 Physical Properties Minimum tensile strength 70,000 psi Minimum transverse strength 50,000 lbs Minimum deï¬‚ection (12" centers) 5% STANDARD CAST BRONZE - ASTM BT53 (399500 (Stem Nut) Physical Properties Minimum tensile strength r0000 psi Minimum yield strength 40,000 pa Minimum elongation lin 2 inches) 12% ChemicalAnalysis Copper Flemainder Lead (maximum) .25 Aluminum 0.5 - 2.0 Iron 3.0 â€” 5.0 Nickel {maximum} 3.5 - 5.5 Zinc 0.5 - 2.0 Silicon 0.5 - 2.0 Manganese (maximum) 0.5 CAST BRONZE - ASTM B534 C06700 (NR8 Stem) Physical Properties Minimum tensile strength 30,000 psi Minimum yield strength 32,000 psi Minimum elongation (in 2 inches) 15% ChemicalAnalysis Copper 5?.0 - 00.0 Lead (maximum) .50 - 1.50 Aluminum 1.0 - 3.0 Iron 1.0 - 3.0 Nickel (maximum) 1.0 Zinc 00.0 - 30.0 Tin (maximuml 1.5 {EPDllll) Ethylene Propylene Diene Monomer Hardness (Shore A) 00:1: 5 Tensile (PSI) 1,500 mm Elongation (â€˜it-) 150 min Compression set, ASTM D395 Method El 20% max Updated dsidslls B-4 Kennedy 'v'alvelHSGV Submittal Sheets HD Fowler Company Submittal-Water Sec. 10: Ln 16 Vendor: 75810 2" - 12" HIS VALVE Q 0 NFIS MATERIAL LIST |_|sâ€˜|'E[| APPRQVEQ |_|$â€˜|'E|] KENNEDY VALVE MODEL KS-RW Complies with applicable requirements of AWWA C515 '5 2nu .61" =1- __ ,..,. __ I:I. I _'I'â€”'I.#I- Z 111%; 'T_ ui I3"â€™III222':- \ L- \\* rlili llllllllâ€œ__â€˜ "i.,"-.â€˜-.'~:~."~i.â€˜~.\"--â€˜- 13 _' llliiill 0 Illii -,m,.; â€”-I-_ llllllllll I lilr 0,, is fï¬fï¬ffffffï¬fffff ca â€˜~'b.\.â€˜-."~i.'-:~."-.*-.â€˜*~â€œ'Â§-X P 1.. __,_ _, __ _ _$s$h\0.1xâ€˜bbt&$\h\â€˜&b~Râ€˜R?~â€˜&tâ€˜%t\â€˜~tH\"H~\~ 0- '3â€˜-,~Â§i* @ "'12-Â£5? -â€˜Fâ€™.-r.r.-r..-r"'-'-Iiâ€˜ Â®~@1i.5i."0"'i. ITEM DESCRIPTION MATERIAL ASTM SPEC. _l. Hex Head Bolt Stainless Steel ASTM F5030 PO Flat Washer Stainless Steel ASTM F503C llii-II Operating Nut or l-landwheell Cast Iron ASTM A120 l A530 -lb Hex Head Bolts -Eli Nuts Stainless Steel ASTIvâ€˜I F515-l3lF594 U1 Stuffing Box 2-12" Ductile Iron ASTM A530 Grade 7'0-50-5 O? Stem O-Fling EPDM ASTM D2000 â€˜-I Stuffing Box O Ringigasltet EPDM. AETM 9,395.9 OJ Thrust Washer Bearing Delrin Hex Head Bolts lit Nuts Stainless Steel ASTM F593Ci'F504 Bronze ASTM B584, C00?00 Indicator Post Plats (Optional 3-12") Ductile Iran ASTM A530 Grade ?0â€”50â€”5 Ductile Iron ASTM A530 Grade T0â€”50â€”5 Cover O Fling EPDM Stem Nut Bronze (N02) ASTM BT03, C09500 Wedge (EPDM Encapsulated) Ductile iron ASTM A530 â€˜Grade ?0â€”50â€”5 Bodyâ€” all types Ductile lron ASTIVI A530 Grade ?0â€”50â€”5 Pipe Plug H2" 2 1l'2"â€”4 â€” Sf-4 0-12" Galvanized Steel a.1._i__n. PIPE PLUG STANDAFID ON FLANGE & GROOVE VALVES @ POSITEON "A" Kennedy Valvei'KS FIW 515 â€˜lï¬llltilg HD Fowler Company Submittal-Water Sec. 10: Ln 16 Vendor: 75810 3"-12" RlS VALVE NRS FLANGED x @ |; @ MECHANICAL JOINT ENDS GENERAL DIMENSIONS LISTED APPROVED LISTED KENNEDY VALVE MODEL KS-RW Complies with applicable requirements of AWWA C515 ?572SS STANDARD 770285 WIPOST PLATE gunâ€œ _mD_ ____ 2" so. if/ilgiI '4; ~'| II 1'?â€™/ I -- iiii'% 1 _ egg ,- .. .. I-it- : Per" ANSI BtEi.1 CL 125 yirr _.a-'-'-'.. "0- -ur 0-I-' llllâ€”_,|I i-II-1| 11 III "".-IIIâ€˜ "~."~.."~0ci."~i."-."~t.'*-1."-0-â€˜-'13" a ,--|I' j J -5| % .-I ,-illâ€™Ill % 1-lai- "il-llll III .-- I â€˜-1llll ELLIPTICAL sotr HOLE51 fï¬fffï¬‚fffffï¬fï¬‚f â€œll W l"'Â§a'aa=2" ;l I.â€˜-- iii" . Il I l I test-."at\s".s"i-1-te~12ast~s"s1ss1-st-1et-sstass$-as ""â€˜-ta \ '35â€™ J I" (D '55?"ir.,, it-I I h%"ï¬\K\\% I â€˜- "i'-'r'-:--0"Â»!-=12 I I â€œx @.i|\\"\ (D I \ B F C $5 PEIâ€œ ANSI Fl-E111 i A ELLIPTICAL BOLT HOLE DESIGN ELIMINATES THE NEED FOR ANTI-HOTATIONAL BOLTS VALVE SIZE A C G E F 3 0 ll-=l 4 41l4 _|L(:3 12 3l8 3 4 0 1l4 4 U2 4 3l4 _|L(:1 14 3l4 41114 U1" 101l2 5 ll-â€™-I 511"-I _n.FD 19 01l4 12Eil10 5 3f4 00i10 221l2 011"-I c_-,,CiCl 141i-I 0 1l2 ?3l-I _L_|LIEIII-Du 20112 101i-I _LH} 15 T 8 _|..CD 30 121i4 5-11 Kennedy ValvelKS-RW 515 00l0-â€™-ll15 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 23 Vendor: 77720 SUGGESTED SPECIFICATIONS (Page 1 of 2) M&H AWWA C502 FIRE HYDRANTS 0 Model 129$ 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-Water Sec. 15: Ln 23 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-Water Sec. 15: Ln 23 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-Water Sec. 15: Ln 25 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-Water Sec. 17: Ln 37 Vendor: 72810 _|_>_",__~_ZO____OZm____OIN_"UOOOZZmO____OZm â€œEbï¬mmmcï¬mm_Â§5Mg_____Â°____g_ _Â§mm_ZmW0229â€œ=gm&___K9_____uM:\O% >_|_|>rC_<__ZC_<_ I_|_gm_g_g7__Um_|_\Om_U I/\mO_m_U__m_DU&0%4F9,â€™%~?__OogmgmamgM6m_O_NOm_;__:_â€˜___\____H_Em$3m_ï¬__866mag_.NIwon___N___%Xm__UOâ‚¬mggï¬‚_NOO_$____>____H___|___Â©_z_Um_|_h____"@3m_m__mÂ§$_ Oman_U_m_â‚¬m_JÂ©jm_____Jo_8_j355%__ Cw"mg&mw|8$_U:_%_OO_$_Eâ€™:Imazmï¬osEmG:_maIvagamQm_U___m_mag_U>mamM80â‚¬:_)_won?1agm__L<<_m_8__N_m_gÂ§___m_______as__NA0%m____OWMUgoXma_/_o_HL:mimm_/__Um_|_Omgm_Hm_jm_mmÂ§_<m_ ______ _ EmgGm_L J_____m_H______â€œw%_m_ï¬_5__/m__u_m_ InI L\w__h_L___â€˜IRIï¬g _|mm: Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 26 Vendor: 72970 4819 W. MARGINAL WAY SW - 3E,qTT[_E' WA 206-935-SOOO I g81O5_1516 FAX 206-935-8333 January 5, 2012 HD Fowler PO Box 160 Bellevue, WA 98009 Dear Darcia, This letter is to certify the materials used in the construction ofour Hydrant Blocks, and those materialsâ€™ standard speciï¬cations and manufacturing standards: MATERIAL Conforming Standard SOURCE Concrete: Section 6-02 Cement Type III C150 LaFarge Corp Aggregate C33 Glacier Corp Building Sand C33 Glacier Corp Concrete minimum 28 day compressive strength F= 5000 PSI as tested per ASTM C805/C805M The materials covered by this certiï¬cation are USA-made, with all manufacturing proc- esses entirely within the United States ofAmerica. Should you have any further questions, please feel free to contact me at (206) 935-8000. Yours truly Gr ' idden AC1 Certiï¬cation ID No. Ol 202491 Fog Tite Inc. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 33 Vendor: 72970 %|TE HYDRANT GUARD POST I N C O H P D R A T E D Qâ€œ:- MÂ£z?1â€˜Â£2I;. Robs â€œâ€œâ€˜â€œ""""" 6 I I \__/ n-5'â€”Â¢ |I|4mâ‚¬Tâ€˜El'L 285* page 51 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 33 Vendor: 83650 * concrete products Hydrant Guard Post Item Details I Reinforced with #3 grade 60 rebar formed into a circular cage I Threaded lifting insert for attaching eye bolt for handling 1/2II THREADED K LIFTING INSERT 72ll ./////' =\_\_â€˜*- Note: drawings not to scale shfâ€˜\ e Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Foil Free â€” WA only] â€˜ 1618 E8.Sâ€™[ Main AVGHUG F8.X |_ll'iâ‚¬ 1 (253) 845-0292 vvyvw_$hQpeQQ|1Q|'e1;e_QQm 5'9-"Greta products Puyallup, WA 98372-3142 F3.X Lil'iâ‚¬ 2 (253) 864-6172 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 17: Ln 40 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-Water Sec. 30: Ln 62 Vendor: 77460 ,=.l_'-=. _,.l;'=.~_ E_ Hi .. ,;." ___..-fI |- 3; ,_,__| l :E___.~5:__-_ "-.".1='~l'. -_;. .2 - 61-"r . 1n__ I L llll.IllSllllllEPlP[8lIPPlIlllS :_.Uj[s_ stï¬llï¬‚llll Mllllï¬‚l flange sl||||||l|'t P|'Ul|l||}t Sllllltifalttltilln SIIBBI ALL MODELS 'TESTED TO OFER 10,000 POUNDS - COMPRESS1VE STRENGTH MATERIAL - Flange plate: ASTM A36 ,3,â€˜-2, ,"2â€˜_.-Jâ€™_ Collar I base cups: ASTM A53 I ASTM A513 D.0.lvl. tubing l,,_r_J â€œ'â€œ-_____,2"" l__â€__i Thread stud: ASTM A36, rolled thread, grade ASTM A3-[)7 Base plate: ASTM A36 sheet steel Optional Material - 100% 30-4L or 316L Stainless steel -â€”llil Zâ€” FABR|CAT|Q|\] - | All welds: 100% MIG welding, electrode ETOXX SIMIIIII Plates: Laser cut, programmed dimensions, radiused corners lllllllil S l FINISH ' r All supports have corrosion resistant, electro-galvanized finish. Hot dip galvanizing available - specify at time of order. Q DIMENSIONS - (note: call manufacturer for 30â€ through 48â€ support information) â€œL ifâ€˜ FLANGE HOLE FLG THFlD ease EXTENSION MINIMUM SIZE RADIUS PLATE STUD PLATE PIPE sac. '3'5T- T9 L FLOOR 21! 2.325" .255-" 1" 2 5" 4" 2 s" 2 .25" 2" Sch. 2" 2.5" 2.25" .251:-" 1" 2 5" 4" 2 5" 2 .25" 2" Sch. -F!--F'~C113 7" | 3'" 31110â€ .25C'" 1" I 6" 4" K E5" I-"E .25" 2" Sch. i 41! 3~?5!I -ESE]! 1!!â€˜ X 611' 4!! K B1! K -25}? EH -I11-PI-Clilfl â€œiii 6?! 4.25" .250" L 1"25" 4"2s"2 .25" 2"sÂ¢n. â€œ"'_ B7? 5.5?" .250" 1" 2 a" 4" 2 5" 2 .25" V 2" Sch. -F1--F1CIIJ :12 Iâ€˜. ""'-|""'-I 10" 7.125" .250" 1" 2 5" 4" 2 5" 2 .25" 2â€ Sch. " 12!! 5.50" .25::-" 1" 2 6" 4â€ 2 B" :2 .25" 2â€ Sch. 4'1--F1-IJCLJ ""51! smw" 14" 9 3-7'5 3?5â€ W2" 2 6" Bâ€œ 2 B" :2 .5" 3â€ Sch. 411-FJI 9.5â€œ 33:] 11.8.â€6". ...9 625.. .. .55 _ ..37'5".. 11212â€œ 2 6" B"B.1.!..k..aï¬.Â£2 Bâ€œ 2: .5"-5" 3" Sch. â€˜ll? . -9-..5L' .- 11.3? .s25" 2" I-it 5" l~i""Sch. 4c ED" 12.5UH .375" EHâ€™ K 6|â€˜! B" 2 Bâ€ 2 .5" 4" Sch. 4-U 1UH _ -- ---- J-I 1- â€”---| 24" 14.?5â€ .37'5" 2â€ X B" B1! X B11 x .51! 4" Sch. 4'3 " 1o" ' NOTE: 250 Drilling pattern supports available NSTALLATIDN - " 1 "" â€”- To insure proper Support performance and stability: After final heghtadjustment is attained, apply tack welds to both support cups and extension pipe. Use ETD}-Of. electrode forwelds. The base plate should be anchored to the floor with removable anchor bolts. ll re~adlustment is required at a later date, remove anchor bolts and rotate entire lower unit using collar nut. He-anchor base plate. ,2;F 2222:2522d "I b'l' clÂ£22224:d ' ' fs:;","'S'c;2,:,r::.' h Sminnn Pvt Suivnms lm: please call: (503) 533-5255 or (377) 593-0727 23"" Tllllllllâ€˜ W3! 5|l|!I-1 FAX (503) 533-5501 www.standon.net H||'ï¬‚$t Erllllï¬‚, [Ilâ€˜lI[|lIlI Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 23: Ln 53 Vendor: 90850 ZURNâ€˜WILKINS yadelosï¬orop ccess ou eC ec ave Assembly Application Ideal tor use where Lead-Freeâ€™ valves are required. Designed for installation on potable 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 touting caused by insects, dirt and debris. Assembly shall provide protection where a potential non-health hazard exists. e .-|-.- Standards Compliance -_v r (Unless otherwise noted. applies to 314" thru 2" Horizontal) NSFIANSI E1 - AF-SEÂ® Listed 1015 (Vertical flow-up:1 11'4" thru 2"} - IAPMOIE Listed KL LEAD FREE - GSAIEJ Certified (Vertical llow-up:1 H2â€œ Er 2"} Features - AWWAl1'3ompiiant G510 Sizes: EH4", 1", 1 H4", 1 11'2". 2" - Approved by the Foundation for Cross Connection Control Maximum working water pressure 175 PSI and Hydraulic Flesearch at the University of Southern Maximum working water temperature 1BDâ€œ'F Gaiilornia Hydrostatic test pressure 350 PSI * Meets the requirements of NSFIANSI 61* End connections Threaded ANSI B1.2D.1 "{El.25â€œrâ€™s MAX. WEIGHTED AVERAGE LEAD CONTENT} Options (Suffixes can be combined} Materials El FT - with "Fast Test" test cocks lvlain valve body Low Lead Cast BronzeASTIVI B 584 U 5 - With M-JC|B| 5141- ieï¬‚d-TFBE bf-DHZB "Y" W139 Access covers Low Lead Cast Bronze ASTM B 584 5"Hi|'l9l' Fasteners Stainless Steel, BOD Series Elastomers Silicone {FDA approved) Buna Nitrile (FDA approved) AÂ¢t=E55ï¬‚fI'ie_5 PQ|ym5|'5 N|_'][15|r|T" 1:1 F1â‚¬'|'JB.|l" kit (|'L|1JbE|' Ul"l1y) Sprâ€˜ngs Stainless steel, SUD series U Th5-'i'""i| @1i'il31ï¬‚"5*-113" 1511" (M0491 KT] Test BUCK cï¬vef P|a5'[iG 1:1 Quick T551 SE1 Ball valve handles Stainless steel OPTIONAL LEAD-FREE STRAINER (MUDEL sxi.) 1 _ '0. 1 II. E .. .." ==t;_. W I- I"I I %.5eï¬‚'3;'-* => = _Â¢â€”|_ i I I EsI - \_r /if1%.Â» 2T :-17'EU.1 _l_1-: 1-ii...Q"*.._5. U":râ€œ'\ F G3 F-II_i_l_ Dimensions & Weights ldo not include pkg.) DIMENSIONS {approximate} wm-| MODEL5'25 A B c o E F e BALL VALVES in. mm in. mm in. mrn in. mm in. mm in. mm in. rnm in. mm lbs. ks 3râ€™4 __ EU 13 330 BSI4 222 231% EU 25f1t'-3 5"-Â£3 35r'1Ei 8-4 31'-4 19 1? 5/'8 448 5 2.?â€™ 1 25 1 1-4 see 8 31â€˜-4 11222 1 21Â¢â€™? 1 54 1' 2 5râ€˜1I3 it 5'5 135r'15it 8-4 1 3.44 it 19 1 19 3-1'4 502 1 12 it 5.4 1 1,14 32 19 SIB 499 13344 349 -4 102 35,15 92 43fEl 111 15f1E 33 2-4 Erâ€™-4 629 22 10 11iâ€™2 40 205,-â€™1l5 516 â€˜I33?-4 349 53KB 13? 35118 Q2 4318 111 15f1l5 33 E515f16 659 22 1D 2 EU 213,43 543 133154 349 513F161-48 35!-S 92 -431'-E 111 15f1E 33 255.115- T19 2913.2 Iurn Industries, LLB | Wilkins Fiev. G 1'i"4TÂ»" Commerce Way, Paso Robles, CAU.S.A. 93446 P11. B55-563-QBTB, Fax B05-238-5?BB Date: Elâ€™19 In Canada | zum Industries Limited D@Â°â€œm'3"1NÂ°-5F'95â€˜3'><LTE sass Nashua Drive, Mississauga. Ontario Lev 11.2 Ph. see-405-sets, Fax 905-405-1292 ""*â€™*?"11â€œÂ°1 '19- M044â€˜ 95U>iLT9 ww-w.zurn.c=om Page1 of 2 HD Fowler Company Submittal-Water Sec. 23: Ln 53 Vendor: 90850 FIDW ChaI"aC't'B|"I5tIC5 ~17-â€˜ ltatcdl-â€˜Iota tcstteblisltctlbyapproval apencicsl MODEL QSUXLTZ 314", 1", 1 1f4", 1 112â€œ 8t 2" (STANDARD 81 METRIC) F|_ow RATES {Its} I I ... 1.26 2.52 3.8 5.[l 3.2 5.3 9.5 12.6 15 8 DH -â€˜Lan 31'4" iï¬ï¬mml 1" (25rTltm} 15 1 1r4" (3-2|1'1r|1]l| 1 11,2. (wmmn 1'31:.-.1 -â€”- SIPSG SSI-t S -â€˜L1:: _'L1:1 coto 2" {5lIimm} LO ELO ccon RE ESSUR QUl U1Q ESSU D 20 40 ED B0 D 50 1U[l â€˜I50 200 250 PR FR FLOW RATES IGPMJ 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 ftfsec ?.5 ftfsec 10 ftfsec 15 ftfsec and the latest edition of the Uniform Plumbing Code. Lln- 1115-r 1 1 2 3 less otherwise specified. the assembly shall be mounted at H4" 2 2 3 5 a minimum of 12" (3t'l5mm) and a maximum of 30" (7'62mm) above adequate drains with sufficient side clearance for 31'8" LU 4 6 9 testing and maintenance. If installed below grade. be certain U1 9! 14 adequate drainage is provided to prevent the device from 3_r4-- O0 12 17 25 being submerged. 1.. -1DJ 20 27 40 1 23 3.5 47 .79 . 1 1râ€˜2" 32 48 63 95 2|! 52 TB 105 16? OPTIONALLEAD-FREE STRAINER PROTECTIVE {MODELSHJ /ENCLOSURE | l | l _ - '\\....\__;Â£" /1 '|1 1 ~=~ til5J. '""'"'1 er I st :;%Â§â€™tâ€˜l\'lllÂ¢I4-~?-3:1._|_|!__:.m_:'.m___| ..{.1. :1 .r|r Jr IIâ€˜ :11: rrrr so |___.m_:E_'|ï¬‚_:LUrI=~â€™i-'-f>.Â¥" lll lll tll lllIll lll Tgmomar Â§;m:m;W 12" MIN. -l-iir-1. ll " lâ€”lil' ll 3D" MAI. "1Tlllztll|...lll .. st, <1, -"'|||"ll|:l|l.-.__..-_:lll 1|| _ " I if,- "_Illâ€˜ it-t'~"1'.ii;r1at-4..â€˜Z'1III .. â€”i-11- .. ...-11--3:- .'ti""â€œ'*5_| :1. titIIf it ' _ "Ii. =5 {'71-_IImi - " I in J -4'-I"- IIf If L|{LL DIRECTION OF FLOW t_Â® Uâ€˜li1 â€˜:6-,,-,, G!â€™ DlRECTiON OF FLOW 15â€˜) OUTDOOR INSTALLATION F'lT INSTALLATION Specifications The Double Check Type Elackflow Preventer shalt be certified to NSFIANSI 61. shall be ASSE Listed 1015, rated to 180â€œ'F. and supplied with full port ball valves. The main body and access covers shall be low lead bronze (ASTM B 584}. the seat ring and all internal polymers shall be Noryl""' and the seat disc elastomers shall be SILICONE. The first arid second check shall be located at a 45Â° angle and accessible for maintenance from the top of the device, without removing the device from the line. Each check shall have separate 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 E!-ackflow F-â€˜reventer shall be a ZUHN WILKINS lvlodel Q5El}-(LT2. Zurn Industries, LLB | Wilkins 1?--1?â€™ Commerce Way, Peso Flobles, CAU.S.A. 93446 Ph. B55-563-QBTB, Fax BB5-238-ETBE In Canada | Zurn Industries Limited 3544 Nashua Drive. Mississauga. Ontario L411â€™ 1L2 Ph. 905-405-B2?2, Fax 905-405-1292 ww-w.zurn.oom Page 2 of 2 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 30: Ln 60 Vendor: 90850 .g Model 350ADA ' Double Check Detector Assembly Application Designed for installation on water lines in ï¬re protection sys- tems to protect against both ha-drsiphonage and bacltpressure of polluted water into the potable water supply. Model 13-EUADA shall provide protection where a potential health hazard does @ not exist. incorporates metered by-pass to detect lealts and unauthorized water use. â€œHF E Standards compliance [Horizontal s vertical] {with ossv gates] ' â€™ â€˜ [with as valves} - ASSEIEJ Listed till-ll~El - AWWA Compliant C510 {with gates only]. and t355lIl Options - csee Certified sass {Suffixes can be combined) - use Classified E - with ï¬‚anged end D5 Bl â€˜if gate valves {standard} - B-l..lLlEt Classified C L â€” less shut-off valves {grooved body connections} - FMÂ® Approved [_ LM - less water meter - Approved by the Foundation for Gross Connection II - with gallon meter {standard} Control and Hydraulic Flesearch at the University of II GFM - with cu ft meter Southern California EI GMM - with cu meter meter - lâ€˜~Iâ€˜t"C MEA 221-ill-1lMâ€”2 {E H2â€œ â€” B") I G - with grooved end connections - Meets the requirements of NSFIANSI Ell " I FG - with flanged inlet connection and grooved -r_o-es-x. lvaxx- vvelcl-lTEortvenxtcs LEAD GD-hlTEHTl outlet connectlon By-Pass B-a-cltflovlr Assembly EH4" Model SSDILD CI Pi - with Post Indicator Gate valves liltetertels III Elâ€˜-'3 - with grooved end butterfly valves with lvlain valve body Ductile iron ASTM A 535 integral supervisory switches Aooess covers Ductile iron ASTM A 535 III BF - with flanged end butterfly valves with integral Coatings NSFApproved electrostatic epoxy supervisory switches finish Internals Stainless steel, El'iIll'J Series Accessories NlIlFt"râ€˜L"" Cl Ftepair ltit (rubber only] Fasteners a Springs Stainless Steel. soc Series II Thennal expansion tank [Model .1-ET} Elastomers EFDM {FDA approved] II D5 s â€˜iâ€™ Gate valve tamper switch {E.lS*r-ttllli Buns Nitrite {FDA approved} Polymers hlfItFl*râ€™L"" Features ._ II. . . _ Sizes: E 1r'2*'*. 3"â€˜ , 4". E". B". 1o" Maximum working water pressure 1T5 PSI Maximum working water temperature 14DÂ°F gill! â€˜E51; Hydrostatic test pressure BED PSI End connections [Grooved for steel pipe} AWWAC505 7|- [Flanged bolt pattern] ASME E15.-42 Class 150 | Ii"â€˜?.â€™:ZI â€œl.% L-E"fF..n'Â°Â°Â§I_'=hl _ *2 H2â€œ Er 3" sizes use 4" body St reducer couplings .Â¢.i. '_'7onL. Dimensions A Weights {do not include pkg.) MODE]. EEIJADA with DESIâ€˜? option WEIGHT q_ .: ega- IIDDEL IHIIADA anureltsLsss DSTwu.vasGATE GET'\l'|l.L!ll'EHGATE BLI'I'l'EHFL'|"vatvss HI.I'l'I'EHH."l"v.u.vss ---Eh' as e I5 - 1- l'* 5-IIE vrttvsa Futneeo erioovse ruuleso eeoovso _ __ |j1_E"_;_Â§) .- - rnm the. an ha. trrg es. kg es. I-to I:-s. kg '-- â€˜""â€˜â€œ- was ta 1-as ar lei tar rt M? H -L"'.'=I=-to 5â€™. â€˜l['.-!l -1'.â€™ git-{I H5 Elli '-T-l'l IE2 "F:-I 1-I-El EFF .. __ . I'- | |â€”-I1 --~ â€”' -â€”l'I'-l-I~- ~- or ""-- I l H;;===ï¬f1-st â€œJ i 511.L___f1_____L 'lII]I'_I '91 -1-I ,-'T_"i'I'l 1lI_III1 F114 â€˜$115 nï¬ 1 "fl Llâ€”'='r Jl._|.. .-Z . jn.. 1sa"'â€œ11T' laâ€˜-_"_.â€˜I-r.?EF"_1'tL'?-1-I soc tel__ it-Etta lit_ ,1-1:. __-"la â€˜H ii.- lâ€”-râ€˜'* -Iâ€œli' CI onI_!' -Lo';Toa ace 1.1-_r res a-ls -Fea ass sol sea. 44.. so-.2 nun as s- 1-:e-r ' aze nzo sea ass -: 1L-:1 LJU s 1 as-1 J-II set MODEL EEIIADAvritlt HG option scope], DIl'lllE.HSItIlllllapprexlmalrlet ï¬‚ï¬‚lhltlilltli. Itâ€˜WITH itLeas E E Ewrrll 5'Il.1'.E A BU'l"l'EFlFlJ" errrs o o ea-av eu'rrsn|=|.v F H Attention: 'll'AL||I'E!S vntvss 95â€œmaâ€œ cr.os|e:: vluvsa lllelilol EIEDADA In mm H1 NIH in mm I" mm tri- ï¬‚ï¬‚ï¬ in it mm Elâ€˜ mm it mm {grooved body] Ll l."Â£:" _l:f; sat.--s H-â€˜Â£11:H I?-If I-"B H1Li _E'Ll 511 =1 I.-â€˜E l1r1 IFâ€˜ E-"r1 rl.'_11 EtlÃ©li 1I-' =|.'Â§t_[' II.- leeâ€™;-1Â»-<1 let 3 Elt- .1.'I|' -1g_|1 â€” and Model E-EUDA set.-s eta 33 EllIlEl EB t.-â€˜E 511 -1 l.-'2 ttrt -_"-_;. iii 1-"11 l:-l-1 IF re lI-' -LE-â€˜I-;â€˜ U5 I5-:2 I-â€˜I.-'-I 1E-'1 Ui "to; :cf1f.=-Ir El-=5 ,1 tllanas It-rttlvl sat.--1 are ta or-at as S-if1.-'2 it-1 -D Eâ€˜? "' STEâ€˜ dict.-â€™Â»lW15;Â»; 1?â€˜ -15'? 6- 15.-: -3 Ell-13 qt â€˜.5-ll 11-T" l."11 !F-'l'I'lI_I- -TI-(.1 IE4 1lI_II.'Liâ€˜E' P5 3'.-'-Ii -E-I5? Fr I-'-I-E} Ill 1'? Z-PEJ 2'}-D Ir5.- FT5 F4 I."11 E1I=. 1'31-â€˜T -1-1-Ft F If-â€œH I[I' FEE-'-'I have differentlay lengths. W 21".â€˜!-ll 'iE||"Ei r-=- |;-;er 3H '--â€˜I-I â€˜ElTH II.'.I E5-'-I Iâ€™-' ii-lI_IlÂ§:l 3.? Qï¬l 1'.-"-it I."1fI '-'Eâ€˜-â€˜J 1El "|E|-'IE- -13C! E-1-".5 EFEI 1| LE|"Er egg .j?E -I"l| E'Er-'3 ff-4 H3-*1 1IIâ€˜.-Elâ€˜El 3"] ._ to 25-ll 12 E-I15 4frE~'â€œr?- 1155 2?-l3~"15I -BEIE 1Ei â€™|5r1El- 11-It â€˜st.-2 e=s_ 12 ans Zttrnlntllus-triec.Ll.G Willtlns 'Â£m"- I- trÂ»-tr c w .F' e at . cau-s.x-.. as-its en. assess-ears. F assess-arcs '3â€˜ï¬‚l'll' 5-â€œE9 nmmama H1â€™ E5? 1&5 ax Elocumont No. er-escape 1l'I Canada I Eur" l-llT'li'|Â§B'd ;|a-tg,-I1 NE-_|_ {L [J-:31 â€˜i"EltiltIl G-ereweyDrive, Llnit ti]. Erasnpton. Dnlerio LET5W6, BTT-H52-5215 pmmï¬t N5â€˜ may 35E,A|-3;,â€˜ 1Itl'\I|l'l|Ill.I.l.II"l'l.I'.':l!l!'lI P3951 qgf 2 HD Fowler Company Submittal-Water Sec. 30: Ln 60 Vendor: 90850 FIDW 'tI'1'tJ.iei:1Fin1.l.'i-etlrllt-|isE'||:|.1lâ€˜I'Â§.'.'|'|'l-.T|rnl.:1|.1gl:nl.'|-:s| MODEL EEDADA 2 "H2", 3" E 4" {STANDARD Bi METFIIG} I-i_{_â€˜l'|"|.' I-lAT|_75 i].-'51 lIl.lIl 12.5 25.2 32.9 59-5 I IIIIIIII .lI[IE as1|-gxrlnLoss Cl35 nl=lEl='.e=.l. PHE-â€˜F-3 Ell Ilil EDD F|_owHATESrein.-it IIEDDEL EIEIJADA E". B" it 1D" [STANDARD 3| METRIC} i-"LowHATES[val E-.I'J E-E-.1 125.2 â€˜I553.-3 252.5 .|-I-| 2 -5 xlln --ItE CDâ€˜-El E-Iat EUâ€˜! ssuesLossP-are Cl {J 5-5'l1lE-5-â€˜SL1:-lE_-2355 FHE D 10013 EEIJD EMU 4-IJIII F|.ow antes iceali Tiraical Installation Capacityâ€˜ thru Schedule to Pipe rem) Local codes shall govem installation requirements. Unless FIFE 51:9" 5 mien 15NEE yumâ€œ: 15mien otherwise specified. the assembly shall be mounted at a mini- E HE. T5 H2 14.5] mum of 12" |[l3Ill5mrn]l and a maximum of 30" [TE-l2rt1mâ€˜,i above - 224 adequate drains with sufficient side clearance for testing and 3" 115 1'33 335 eta maintenance. The installation shall be made so that no pan of rlâ€œ lea sea ca? 595 the unit can be submerged. 5.. 45,3 57,5 gm 1351 B" T"BlII l 15'9 15513 2339 IE1â€˜ 1229 1-S-1'13 2-155- -35-El? 11'' - l|1. , I2" 1TEE] 2511-11 3525 5255 FansE_c1'|vl=. 1'-* EHIZLIIISUFIE _"-: : DWï¬'> faâ€˜ .|_ i i E ..'~1i'1=ltn1l."ltâ€˜. FL :|| l| .. â€˜ii.-Z... III II I I'~|DF Ti -I 'I.,_!I|3|-Z _ .l|_ â€” _|- I- '* "'_'-I? Eil'7-* 12-MIN. i:l""â€˜ - Itoâ€˜lvutx. 1 _:_'=. t"' "â€˜Jl1'l"_â€˜t '-J11-1'1â€˜-11f-"41-.113'l"["i:_i'l'- L_s3|"fl1''1'-it-n1'l1'P 3| 'oacctoL.â€˜=-- jH I Iit-I_ I 'l I" Gill". .=;=il-I.- I If ' ]|| oinscrrc-itor l=l_r_t-vv =5 _-F MDDEL35!â€˜-'IADABG [ifs-rtical Installation] HDDEL 3-'.'Tï¬‚ADA [Dutdeo-r Installation] Speciï¬cations The Double Gheclt Detector Bacltflow Prevention Assembly shall be certified to ll-.lSFiAhlSl 51.ASSEi.El Listed 1iIl-==lEl, and sup plied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron {ASTM A 535}. the seat ring and checll valve shall be liloryllâ€œ {NSF Listed}. the stem shall be stainless steel iASTM A ETB} and the seat disc elastomers shall be EPDM. The first and second checlt valves shall be accessible for maintenance without removing the device from the line. The Double Dhecit Detector Elacltflow Prevention Assembly shall be a ZUHH WILKIHS Model BSDADA. Zorn Industries. LLB I Willtlns 1T-"11-1" Commerce Way, Pastâ€˜! Ftoblcï¬. CAl.f-S.A. Q1311-it-E F'h. B55-E53-QHTE. FillBl15â€”23B-5?-I5-E in Canada i Zurn industries Limited "i"EllfliIl -E-'1-oreweyDrive, Llnit ti]. Erernpton. Dnterio LETEWE, B1â€˜T-H52-521E \lltI'\ll'l|IlI.I.l.I=l'l'l.cum Pagg 2 -5172 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 23: Ln 57: Sec. 23: Ln 58 Vendor: 67710 M Oldcastlei Enclosure Solutions CARSON Haavywall I â€˜H. 1324B CF llâ€˜ ' â€˜\- ma E we 12" enme - g~\ '1 t_aâ€˜\ 1 Material. HDF-â€˜E iii 1 M008!â€˜ 13" it 24" Weight 1? IDS WallType Straight MUUSBTIUEBS - Perlermanee AHSUSCTE T?TierB WLIC 3 B ASTM{IF-57A 3 Eireeade El] U00 lb minimum lead failure 12" ai *~â€˜â€œ _1'|1i\ ti. t, r rt . . _ aw. Kiâ€˜ htâ€˜-:"~ ll â€˜ 1B" Bl]lT'l": p â€˜ Material â€™ t. .. Model 13"it24 " ' ' W __ _ Weight ai 1*â€œ xiii '33 1*â€œ wallType -. "* Meeeeheiee - Perlrirmaitee a|ii3LrSCTE ??1â€˜ier a WUG3 5 ASTMBB5?A-3 Exceeds 21] U-iJÂ£i lb minimum lead failure 13" .. , it1%â€˜; it ï¬t Medium_ Duty ï¬x Qt a Nun deliberateTraffic Kilt at '1 Fer uee in nrin â€˜r'ElhlCU|Etl'traï¬ie -F eituatiene eniir "H Actuallead rating Iadetermined bi;the â€˜Covereemeastandardwith permanentmarl-iingalermanufacturer.lead rating.medelsizearidmai1i.rfat:ti.iringieeatidri. tieiiaridezriieredmtiiratien Weightsanddimeneienemayvariiellghtlr Contact yeur llldeaetie Eneleeiire Selutiene Distrihutien Centerfer epeeiï¬e iritermatien and additierial eptiene. Flew1Drâ€™2Dâ€˜lE ezuiaeiaaaaia. Inc HD Fowler Company Submittal-Water Sec. 23: Ln 57: Sec. 23: Ln 58 Vendor: 67710 M Oldcastle Enclosure Solutions CARSON Heairywail 1324B CF Options, Available Heavy Duty Plastic Dotiers Flush Solid Dover Flush Doverwith Plastic Header Door Flush Cover with Cast iron Header Door Flush Cover withAMH Recess Flush Dover withAMR Bracket (undermounh A\|iaâ€œab|E Baum-â€˜eta covers RECESS Flush Solrd Dover Flush Cover with Cast iron Header Door Aiiraitahle Domposite Doirers Flush Solid Cover Airaifahle Ductile Iron [fevers Flush Solrd Cover Polymer Coirer HD HDPEAMH Recess Flush Doverwith Ductile iron Maxâ€˜iliew Header Door Add Dri Dptions forAll Doiirers AMH Opening Add Dn Dptionsfor Plastic and Polymer Dmrers AMH Bracket Ductile iron MaxView Cover Flaw Material weIiillatonelProp-artyGlass Category A-'5'-ThlTestMethod TypicalValueâ€˜ D â€˜I2-=15 S|]EiBlflBï¬‚1lDIlS' Density grew D 15-D5 D95Drnin nottoexceedDQ-E5 TensileStrength atbreak pet DEB-E 3DDDto44DD Elongation at break â€˜PE- es-"st TensileImpact ft itzirini Fâ€™ â€˜.532 Fiexural Modulus psi DTDD 12DODDmin nottoexceed2=fDDDD LowTemperatureBnttieness FSD at"ii Elâ€˜ME Hardness Shore D DE-it] DeflectionTernperafmire atBE psi "F DE45 155â€™rriin nottoâ€”exceed20Â¢)" Electrical Dteiectnc Strength Wmii cars 1â€˜-lDD min nottoexceedEDD Molded Product |:lâ€˜lEâ€”IT1lC5]_|:|E5lgTï¬‚ï¬‚-EB D543 Very Resistant WaterAbsorption DETD Lessthan1eawetghtchange T.he-i.=eil.i.ie-tsi'rsteo'forphysrcaipmperljrmeaaurementseirenominalvaiii.riesi:ir.iil].-' Gerleirrpot-srcelproioerhroteesuremertsaresuorec toi-'-iarratroosconsistentwrththetestmethodsandareIiwi!1'1i-'1egenerallyacceptedrangeï¬orsuchvalues Pmduct |-â€œad Medium Duty Non-deliberate Traffic Hating For use in non 'tlEiâ€˜iii3tilE'i1' tralltc situationsonly Note, Actual load rating is determined onthe poxand covercombination Weightsand dimensions may vary slightly All information containedon thrs sheet is cunentatthe time ofonnting Dldcastie Precast. inc resenrestheright to discontinue or update product informationwithout notice Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 21: Ln 50: Sec. 21: Ln 51 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-Water Sec. 21: Ln 50: Sec. 21: Ln 51 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-Water Sec. 15: Ln 30 Vendor: 84070 â€˜f_U0â€˜Go!â€˜dmanDrive Â®SEG ERG_ FOR 'câ€˜eaa_mRidge,NJ05514 CORPORATION APPROVAL I I I I W IDRQNO. 1, I Â»~â€”â€”Fs<aâ€™/zz'Â¥@â€”â€”~'-5 Wm I YIva-9224/22230/s2ss1924Â¢2I. M ,. Â»- 1 J_ _.4_â€˜.â€˜ I:Iâ€˜ L..- I I I / \ 1 \ â€˜=A / __ . \_ Â® SIGMA 3, ITEM NO. â€œâ€˜\- HEATNO-.&DATE U3 P# - INDIAR y n|NDIAn â€œ*1/2" RECESSED LETTER I â€˜*1 1/4" E:&:+----I- "I;3_.._____________ I II I II I71/2"r2Jâ€”â‚¬I Ir" " 8"@ Â¿-I , 101/4'15 ___ ,, __ ____ .i _ ____ __ I ; DRG. NO. ~ DIM " A " DIM " B " *WE|GHTW I vs-s224I I 24" A _ 14 1/Ii; 7 3I3_LBSÃ€ . I vaggso _ 7 301; *2o1r2" ??LBS ?_ I vs-9236 as" W 2e 1/2" 751 LBS f I vs;9IÃ©_4I2i 42" 3211;" I ??LBSH_'__ _ W I : I DESCRIPTION: A I Iâ€™\IIATERIT\II;:IIGfafCast Iron I -I I ( I ~ ( RICH VALVE BOX BOTTOM cammm PAINTED , . I I_â€˜cI1;1Ec|<E5Ã©Y: I I mac-:.waI1bcIÃ©Â§TIf IÂ»Â§PI5\/DIONâ€˜: R5/I|Ã©|o|\i-*0" IlÂ§1;IDf_-Â§II3III\I}Â°l"[Hl.* " j AÂ§HIS_DIÂ§Y. 7 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 31 Vendor: 84070 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 32 Vendor: 84070 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 30 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-Water Sec. 15: Ln 31 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$____o_u__Z__m__woxO____|__m_N<<G_m_ZQ__mm%_mn_1__mU_ OU15___ go 2|__m_m_O_H_ _N_m< Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 15: Ln 32 Vendor: 84175 mUh_ 1||_____Sam 69$_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-Water Sec. 17: Ln 41 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-Water Sec. 17: Ln 41 Vendor: 71590 r-OI-""'-â€˜ rr-mâ‚¬:T. THE GRIPPER GASKETâ€œ SUBMITTAL Part # rlpper A = Sâ€™[Elll1|â‚¬-355 Steel = SBR asket = Nominal Pipe Size = USA THUG = Gripper Gasketâ€ Gripper Gasketâ€œ Suggested Speciï¬cation Gripper Gasketâ€œ 3" - 24": Joint restraint for ductile iron vvater systems including pipe, valves and ï¬ttings shall be accomplished using integral boltless restraining gaskets. Pressure rating 350 psi. These gaskets shall be designed, manufactured and tested in accordance vvith AWWA C111/A21.11. UL Recognized Component. Boltless restraining gaskets shall be Gripper Gasketâ€œ or equivalent. MADE IN THE U.S.A. , ARRA 2009â€œBuy American"Provisions Buy America, 49 CFR 661.1 Requirements AmericanRecoveryReinvestmentAct (ARRA)Section 1605 &BuyAmerica, 49CFR661.1 Requirements Gripper Gaskets are manufactured in the United States of America as required by section 1605 of the American Recovery Reinvestment Act of 2009. We take great pride in manufacturing only top qualityâ€œMade in the U.S.A.â€œgaskets. Gripper Gasket LLC products are made in accordance with Buy America, 49 CFR 661.1, et. seq. All ofthe components ofour product are of U.S. origin. A component is considered of U5. origin if it is manufactured in the United States, regardless ofthe origin ofits subcomponents. Gripper Gasket LLC cannot certify that accessories used vvith our products, such as pipe, valves,ï¬ttings, gauges, instrumentation or likecomponentsare made in the U.S.A. We pledge to encouragethe use ofproducts made in the U.S.A. GG01-05114 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) City of Arlington Community & Economic Development December 7, 2021 RGB, LLC 220 146th PL SE Mill Creek, WA 98012 RE: Project Closeout Project Name: Holman Recovery Center Project Address: 16415 Smokey Point Blvd. Project No.: PWD-2153 Dear Scott, Portions of the construction project are nearing completion. Prior to Certificate of Occupancy issuance and performance bond #09353901 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. Submit one (1) full paper set along with the electronic format (pdf). 1. All punch list items (punch list attached) shall be inspected and approved by the Civil Inspector a. All punch list items shall be completed and approved b. It is the responsibility of the Contractor to contact Public Works Department for punch water and sewer punch list items and to arrange for inspections. i. Public Works Department: 360-403-3526 2. As-Built plans: a. Approved Marysville As-Built plans for water and sewer improvements b. Submit one (1) full paper set along with the electronic format (PDF) c. AutoCAD files will be required with As-Built plan final approval 3. Provide conformed copy of recorded Stormwater Maintenance Agreement for shared system 4. Maintenance Bond: a. A 2-year maintenance bond is required. The City of Arlington will accept 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 public and private landscaping. c. Maintenance Bond Estimated Cost of Construction $49,328.50 x 20% = $9,865.70 Please feel free to reach out should you have any questions at 360-403-3551 or rjones@arlingtonwa.gov . Sincerely, Raelynn Jones Permit Technician Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/19/2020 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are grading the site to bring it up to the planned elevation. 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 11/19/2020 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are grading the site to bring it up to the planned elevation. 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 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews continue grading the site to bring it up to the planned elevation. 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 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews continue importing fill and grading the site to bring it up to the planned elevation. 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 12/4/2020 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews continue importing fill and grading the site to bring it up to the planned elevation. 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 12/7/2020 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A There were no crews on site when I arrived. 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 12/9/2020 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A There were no crews on site when I arrived. 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 12/10/2020 Smokey Point Recovery Center 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 setting up forms for the building foundation. No civil work to perform. 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 12/11/2020 Smokey Point Recovery Center 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 building work. 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 12/15/2020 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜ - Yes â˜’ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A There were no crews working when I was on site. 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 12/16/2020 Smokey Point Recovery Center 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 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 12/17/2020 Smokey Point Recovery Center 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 12/21/2020 Smokey Point Recovery Center 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 building foundation work. Material Delivery N/A Yes Fill material has been delivered on site. 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 12/28/2020 Smokey Point Recovery Center 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 have repaired the damage existing infiltration system. 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 12/31/2020 Smokey Point Recovery Center 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 Smokey Point Recovery Center 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 filling the foundation and placing 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 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 1/5/2021 Smokey Point Recovery Center 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 continues filling the foundation and placing 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 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 Smokey Point Recovery Center 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 continues backfilling the building foundation in preparation of placing floor concrete. 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 1/11/2021 Smokey Point Recovery Center 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 continues with building work. 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 1/12/2021 Smokey Point Recovery Center 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 continues with building work. 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 1/15/2021 Smokey Point Recovery Center 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 continues with building work. 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 1/21/2021 Smokey Point Recovery Center 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 continues with building work. 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 1/22/2021 Smokey Point Recovery Center 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 continues with building work. 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 1/25/2021 Smokey Point Recovery Center 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 continues with building work. 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 1/28/2021 Smokey Point Recovery Center 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 continues with building work. 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 2/1/2021 Smokey Point Recovery Center 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 continues with building work. 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 2/11/2021 Smokey Point Recovery Center 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 continues with building work. 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 2/19/2021 Smokey Point Recovery Center 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 continues with building work. 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 2/22/2021 Smokey Point Recovery Center 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 continues with building work. 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 2/23/2021 Smokey Point Recovery Center 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 continues with building work. 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 2/25/2021 Smokey Point Recovery Center 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 continues with building work. 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 3/2/2021 Smokey Point Recovery Center 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 continues with building work. 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 3/3/2021 Smokey Point Recovery Center 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 continues with building work. 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 3/4/2021 Smokey Point Recovery Center 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 continues with building work. 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 3/8/2021 Smokey Point Recovery Center 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 continues with building work. 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 3/9/2021 Smokey Point Recovery Center 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 continues with building work. 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 3/11/2021 Smokey Point Recovery Center 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 continues with building work. 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 6/22/2021 Smokey Point Recovery Center 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 continues with building work. 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 8/4/2021 Smokey Point Recovery Center 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 catch basins and pipe for the drainage run along the south property border. 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 8/6/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are grading the parking/driving 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 8/16/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Retaining wall Yes Yes Crews are installing the ecology block retaining wall along the southern border of the development. See inspector comments. 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 The wall is very close to the property border. There are no landmarks identified on the plans to measure the distance to the wall for a verification that there is 2â€™ of space between the wall and the property line for the landscaping that needs to be installed on the south side of the block wall. I asked the site foreman Blake if they confirmed that the wall is in the correct locations. He contacted E&D excavating who informed him that they were aware of the landscaped area on the south side of the wall and had left enough room for the row of trees. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/20/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Wall Construction Yes Yes Crews continue with the installation of the ecology block wall on the south side of the development. 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 10/4/2021 Smokey Point Recovery Center 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 10/6/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are backfilling the ecology block wall and the parking driving areas 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 10/19/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Fence Yes Yes Crews are installing the wood fence along the southern border of the development. Flatwork Yes Yes Crews are installing sidewalks and patio areas around 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 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/26/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Fence Yes Yes Crews continue installing the wood fence along the southern border of the development. Flatwork Yes Yes Crews continue installing sidewalks and patio areas around 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 Page 2 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 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/2/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Flatwork Yes Yes Crews continue installing concrete 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 11/4/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Flatwork Yes Yes Crews continue installing concrete 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 Page 2 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 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/17/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Pavement Marking Yes Yes Crews are painting the parking lot stalls. 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 11/18/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Curb Yes Yes Crews are installing the perimeter concrete curb. 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 12/2/2021 Smokey Point Recovery Center Brian Grieve WORK PERFORMED Was work performed today? â˜’ - Yes â˜ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Landscaping Yes Yes Crews are installing the development landscaping. 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? 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