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( ) $ %% % *+,-./0/ 12,03 4 5 6788879:;<=>>?< @=?A=BCD=>CEB FG=H< IIJK?H 6787LM7:L:6L:MN69 ;@ OPPQEA<R F?=BHSF=Q>MJPRT 6787LM9:L:6L:MN69 ;@ OPPQEA<R F?=BHSF=Q>6JPRT 6787LMU:L:6L:MN69 ;@ OPPQEA<R F?=BHSF=Q>VJPRT 67877LM:9MMSIHHW<R F<QXC>JPRT 678YLVY:L:6M:MN69 Z=Q>G ;E?W>CEBH [<PEQ>JPRT && 67UV7LY:;ZO @O\]S;I^Z \^@ _ZO`;JPRT && 67UV7LV:;ZO @O\]S;I^Z \^@ ab\\ _c[dJF`e && 67UV7LM:;ZO @O\]SF_c^cfZ^[Ig;S;I^ZS]VS7:MU:69JPRT && 67UV7L6:;I^Z `h@S;ZO^^\Z @O\]OdIiId@SO[\Id@^cdJPRT && 67UV7LN:;ZO @O\]S;I^Z \^@ Fc\Z;JPRT & 67V9VYY:7:6L:MN69 ;@ F?=BHSF=Q>6JPRT & 67V9VYV:7:6L:MN69 ;<=>>?< @=?A FG=H< M:;`SF=Q>YJPRT & 67V9VYM:7:6L:MN69 ;<=>>?< @=?A FG=H< M:;`SF=Q>VJPRT & 67V9VY6:7:6L:MN69 ;<=>>?< @=?A FG=H< M:;`SF=Q>MJPRT & 67V9VYN:7:6L:MN69 ;<=>>?< @=?A FG=H< M:;`SF=Q>6JPRT & 67V9VV8:7:6L:MN69 ;@ F?=BHSF=Q>MJPRT & 67VU68N:7:6L:MN69 IHHW<R @Q=RCBj F<QXC>JPRT & 67NL68L:9:M8:69 gcO [<AC<k gEXX<B>JRElK & 67NL687:9:M6:69 cmd<C?? [<AC<k gEXX<B>H : FG=H< IIJK?H 69ULYV7:OPP?Cl=>CEBJPRT 69ULY6Y:9:9:69 ;<=>>?< @=?SF=Q>MJPRT 69ULY6V:9:9:69 ;<=>>?< @=?SF=Q>6JPRT 69ULY6M:9:9:69 eIdO\ F?=BHSF=Q>MJPRT 69ULY66:9:9:69 eIdO\ F?=BHSF=Q>6JPRT 69ULY6N:9:9:69 aEBR nW=B>C>o hEQpHG<<>JPRT 69ULYN8:9:9:69 ;<=>>?< @=?SF=Q>VJPRT CITY OF ARLINGTON INSTRUCTIONS FOR ENGINEER COST ESTIMATE & BOND QUANTITY WORKSHEET 1) Based on permit type requested (Grading, Site Civil Construction, etc.), complete the form as follows: - For Grading permits, complete the Erosion Control section - For Site Civil Construction permits, complete the Erosion Control and General sections 2) Complete the 'Quantity' columns for the appropriate section(s). If you are completing the 'General' section, you will be asked to identify those quantities and costs that apply to Existing Right-of-Way, Future Public Improvements and Private Improvements. 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 Public Works fees due at intake for Grading and Site Civil construction permits only. This does not include fees required by other departments. 5) Per Resolution #772, all cost data for the engineers cost estimate is from the RS Means (latest edition) adjusted for the Snohomish County area or from local sources if not included in the RS Means. 6) Signed Professional Engineer stamp is required on all engineer cost estimates. 7) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item and associated cost. BOND QUANTITY ESTIMATE & ENGINEERS COST ESTIMATE SUMMARY Prepared By Project Information Name: Brian R. Kalab, PE Project Name: Seattle Galvanization Phase II Date: PE Registration No: 36499 Project No: Firm Name: Insight Engineering Co. Project Address: XXXX 199th St NE Firm Address: PO Box 1478 Phone No. 425-303-9363 Grading Quantities: Email Address: info@insightengineering.net (Cut / Fill) CONSTRUCTION BOND AMOUNT MAINTENANCE BOND BOND WORKSHEET PE STAMP & SIGNATURE (prior to permit issuance) (after final acceptance of construction) Site Restoration/TESC Total (A) $ 19,711.55 (A) $ 19,711.55 Existing Right-of-Way Improvements Total (B) $ 4,884.83 (B) $ 4,884.83 Future Public Improvements Total (C) $ - (C) $ - Private Improvements Total (D) $ 679,425.22 (D) $ 679,425.22 TOTAL SITE CIVIL CONSTRUCTION COST $ 704,021.60 Site Restoration TESC Bond (A) x 150% $ 29,567.33 Site Civil Construction Surety Bond (A) + (B) + $ 36,894.57 (C) x 150% Maintenance Bond (B) + (C) x 20% $ 976.97 City of Arlington - 2009 Engineer Cost Estimate and Bond Quantity Worksheet Updated 6/3/2016 City of Arlington Engineer's Cost Estimate (A) Unit Reference # Price Unit Quantity Cost TEMPORARY EROSION & SEDIMENT CONTROL Backfill & compaction-embankment $6.50 CY Check dams BMP C207 $78.00 Each Catch Basin Protection $35.50 Each 4 142.00 Crushed surfacing 1 1/4" minus WSDOT 9-03.9(3) $18.00 TON Ditching $8.00 CY Excavation-bulk $3.00 CY Fence, silt BMP C233 $2.00 LF 620 1240.00 Fence, Temporary (NGPA) $2.00 LF Geotextile Fabric $2.50 SY Hay Bale Silt Trap $0.50 Each Hydroseeding BMP C120 $4,200.00 Acre Interceptor Swale / Dike $1.00 LF Jute Mesh BMP C122 $2.00 SY Level Spreader $1.75 LF Mulch, by hand, straw, 3" deep BMP C121 $3.00 SY Mulch, by machine, straw, 2" deep BMP C121 $1.00 SY 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 BMP C123 $3.00 SY Rip Rap, machine placed; slopes WSDOT 9-13.1(2) $50.00 CY Rock Construction Entrance, 50'x15'x1' BMP C105 $1,800.00 Each Rock Construction Entrance, 100'x15'x1' BMP C105 $3,600.00 Each 1 3600.00 Sediment pond riser assembly BMP C241 $3,050.00 Each Sediment trap, 5' high berm BMP C240 $21.00 LF Sed. trap, 5' high, riprapped spillway berm section BMP C240 $79.00 LF Seeding, by hand BMP C120 $1.00 SY Sodding, 1" deep, level ground BMP C120 $8.00 SY Sodding, 1" deep, sloped ground BMP C120 $9.50 SY TESC Supervisor $84.00 HR 45 3780.00 Water truck, dust control BMP C140 $130.00 HR 40 5200.00 WRITE-IN-ITEMS EROSION/SEDIMENT SUBTOTAL: $ 13,962.00 30% CONTINGENCY & MOBILIZATION: $ 4,188.60 SALES TAX @ 8.6% $ 1,560.95 EROSION/SEDIMENT TOTAL: $ 19,711.55 (A) City of Arlington - 2009 Engineer's Cost Estimate Bond Quantity Worksheet Page 1 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-Way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS 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 0.5 3,000.00 Excavation - bulk $ 2.50 CY 1500 3,750.00 Excavation - Trench $ 5.00 CY Fencing, cedar, 6' high $ 25.00 LF Fencing, chain link, 4' $ 19.50 LF Fencing, chain link, vinyl coated, 6' high $ 18.00 LF Fencing, chain link, gate, vinyl coated, 20' $ 1,563.00 Each Fencing, split rail, 3' high $ 14.00 LF Fill & compact - common barrow $ 27.00 CY Fill & compact - gravel base $ 30.00 CY Fill & compact - screened topsoil $ 45.00 CY Gabion, 12" deep, stone filled mesh $ 62.00 SY Gabion, 18" deep, stone filled mesh $ 86.00 SY Gabion, 36" deep, stone filled mesh $ 152.00 SY Grading, fine, by hand $ 2.00 SY Grading, fine, with grader $ 1.25 SY 10000 12,500.00 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 20 1,960.00 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 800 10400 SUBTOTAL 1,960.00 29,650.00 (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 2 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost STREET IMPROVEMENT 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 Curb and Gutter, demolition and disposal $ 20.00 LF Curb, extruded asphalt $ 5.00 LF Curb, extruded concrete $ 4.50 LF 900 4,050.00 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 Sidewalk, 4" thick, demolition and disposal $ 36.00 SY Sidewalk, 6" thick $ 45.00 SY Sidewalk, 6" thick, demolition and disposal $ 45.00 SY Signs LS Sign, Handicap $ 100.00 Each 2 200.00 Striping, per stall $ 7.50 Each 28 210.00 Street Light System LS Traffic Signal LS Traffic Signal Modification LS Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF Striping, 4" reflectorized line $ 0.40 LF SUBTOTAL 4,460.00 (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 3 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost STREET SURFACING/PAVEMENT Asphalt Overlay, 1.5" AC $ 12.00 SY Asphalt Overlay, 2" AC $ 15.00 SY Asphalt Road 2", First 2500 SY $ 10.00 SY 1280 12,800.00 Asphalt Road 2", Qty. over 2500SY $ 9.00 SY Asphalt Road 3", First 2500 SY $ 15.00 SY 40 600.00 2500 37,500.00 Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY 5260 68,380.00 Asphalt Road 5", First 2500 SY $ 22.00 SY Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY Asphalt Road 6", First 2500 SY $ 25.00 SY Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY Asphalt Treated Base, 4" thick $ 14.00 SY Gravel Base Course 2" $ 7.50 SY Gravel Base Course 4" $ 15.00 SY Gravel Base Course 6" $ 22.50 SY 40 900.00 9029 203,152.50 Gravel Road, 4" rock, First 2500 SY $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY Concrete Road, 5", no base, over 2500 SY $ 22.00 SY Concrete Road, 6", no base, over 2500 SY $ 32.00 SY Thickened Edge $ 11.00 LF SUBTOTAL 1,500.00 321,832.50 (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 4 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost DRAINAGE Access Road, Retention / Detention $ 26.00 SY * (CBs include frame and lid) Beehive $ 90.00 Each CB Type I $ 1,650.00 Each 4 6,600.00 CB Type IL $ 1,850.00 Each CB Type II, 48" diameter $ 2,550.00 Each for additional depth over 4' $ 650.00 FT CB Type II, 54" diameter $ 2,700.00 Each for additional depth over 4' $ 600.00 FT CB Type II, 60" diameter $ 2,900.00 Each for additional depth over 4' $ 750.00 FT CB Type II, 72" diameter $ 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 3 900.00 Culvert, Box __ ft x __ ft LS Culvert, PVC, 4" $ 12.00 LF Culvert, PVC, 6" $ 17.00 LF Culvert, PVC, 8" $ 19.00 LF 300 5,700.00 Culvert, PVC, 12" $ 30.00 LF 422 12,660.00 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 SUBTOTAL 25,860.00 (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 5 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost DRAINAGE (CONTINUED) Culvert, Concrete, 12" $ 43.00 LF Culvert, Concrete, 15" $ 52.00 LF Culvert, Concrete, 18" $ 55.00 LF Culvert, Concrete, 24" $ 85.00 LF Culvert, Concrete, 30" $ 136.00 LF Culvert, Concrete, 36" $ 165.00 LF Culvert, Concrete, 42" $ 196.00 LF Culvert, Concrete, 48" $ 210.00 LF Culvert, CPP, 6" $ 16.00 LF Culvert, CPP, 8" $ 22.00 LF Culvert, CPP, 12" $ 28.00 LF Culvert, CPP, 15" $ 34.00 LF Culvert, CPP, 18" $ 39.00 LF 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 400 2,000.00 Infiltration pond testing $ 125.00 HR Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 Each Pipe, High Density Water Pipe (HDWP) $ 160.00 LF Pipe, C900 $ 90.00 LF Pond Overflow Spillway $ 18.00 SY Restrictor/Oil Separator, 12" $ 1,500.00 Each 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" diameter) $ 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 SUBTOTAL 2000 (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 6 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost WATER SYSTEM Blowoff $ 1,800.00 Each Connection to Existing Water Main $ 2,000.00 Each Ductile Iron Watermain, CL 52, 6 Inch Diameter $ 65.00 LF Ductile Iron Watermain, CL 52, 8 Inch Diameter $ 85.00 LF Ductile Iron Watermain, CL 52, 10 Inch Diameter $ 103.00 LF Ductile Iron Watermain, CL 52, 12 Inch Diameter $ 125.00 LF Gate Valve, 6 inch Diameter $ 250.00 Each Gate Valve, 8 Inch Diameter $ 380.00 Each Gate Valve, 10 Inch Diameter $ 425.00 Each Gate Valve, 12 Inch Diameter $ 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 Diameter $ 6,000.00 Each Air-Vac,10 Inch Diameter $ 7,500.00 Each Air-Vac, 12 Inch Diameter $ 12,000.00 Each Pressure Reducing Valve Assembly, 8 In. Diam. $ 3,800.00 Each Pressure Reducing Valve Assembly, 10 In. Diam. $ 4,200.00 Each Pressure Reducing Valve Assembly, 12 In. Diam. $ 5,000.00 Each Valve Marker Post $ 350.00 Each SUBTOTAL (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 7 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost SANITARY SEWER 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 Diameter $ 8.00 LF Side Sewer Pipe, PVC. 6 Inch Diameter $ 12.00 LF 80 960 Sewer Pipe, PVC, 8 inch Diameter $ 33.00 LF Sewer Pipe, PVC, 12 Inch Diameter $ 41.00 LF Sewer Pipe, PVC, ____ Inch Diameter LF Lift Station (Entire System) LS Manhole, 48 Inch Diameter $ 3,000.00 Each for additional depth over 4 feet/per foot $ 532.00 FEET Manhole, 54 Inch Diameter $ 3,500.00 Each for additional depth over 4 feet/per foot $ 532.00 FEET Manhole, 60 Inch Diameter $ 3,700.00 Each for additional depth over 4 feet/per foot $ 532.00 FEET Manhole, 72 Inch Diameter $ 4,000.00 Each for additional depth over 4 feet/per foot $ 625.00 FEET Manhole, 96 Inch Diameter $ 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 SUBTOTAL 960 (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 8 of 9 Updated 6/3/2016 City of Arlington Engineer's Cost Estimate Existing Future Public Private Right-of-way Improvements Improvements (B) (C) (D) Unit Price Unit Quant. Cost Quant. Cost Quant. Cost PARKING LOT SURFACING 2" Asphalt & 4" CSTC $ 28.00 SY LANDSCAPING & VEGETATION Street Trees $ 500.00 Each Median Landscaping LS Right-of-Way Landscaping LS Wetland Landscaping LS WRITE-IN-ITEMS (Such as detention/water quality vaults.) Vortech 2000 $ 15,685.00 LS 1 15685 Aquip Filter $ 50,000.00 LS 1 50000 Infiltration Trench Drain Rock $ 20.00 CY 1540 30800 SUBTOTAL 96,485.00 SUBTOTAL (SUM ALL PAGES): 3,460.00 481,247.50 30% CONTINGENCY & MOBILIZATION: 1,038.00 144,374.25 SALES TAX @ 8.6% 386.83 53,803.47 GRANDTOTAL: 4,884.83 679,425.22 (B) (C) (D) City of Arlington -2009 Engineer's Cost Estimate Bond Quantity Worksheet 9 of 9 Updated 6/3/2016 R Know what's R Know what's R Know what's R Know what's AQUIP PUMPED FLOW INLET PIPE MANHOLE FRAME & COVER (INLET GRATE OPTIONAL) EXISTING SAW CUT EXISTING EXISTING PIPE OUTFALL CATCH BASIN AQUIP GRAVITY AQUIP FILTRATION SYSTEM OUTLET PIPE EXISTING PIPE EXISTING OUTFALL PIPE NEW TREATMENT PUMP & BYPASS SYSTEM PLAN VIEW EMERGENCY OVERFLOW AQUIP OUTLET CONNECT TO AVAILABLE AQUIP POWER SOURCE INLET PIPE DISCHARGE TO OUTLET EXISTING PIPE SIDE OF VAULT AQUIP PUMPED FLOW INLET PIPE EXISTING OUTFALL EXISTING STORM EXISTING OUTFALL PIPE DRAIN PIPE HIGH FLOW BYPASS WEIR NEW TREATMENT PUMP WITH DOUBLE PIGGYBACK FLOAT SWITCHES ELEVATION VIEW R Know what's A A FLOW SECTION B-B VORTECHS 2000 DESIGN NOTES VORTECHS 2000 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONS EXCEED RATED TREATMENT CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN. FOR OTHER CONFIGURATION OPTIONS , PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com GENERAL NOTES SITE SPECIFIC 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. DATA REQUIREMENTS 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com STRUCTURE ID VORTECHS 2000 4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION FRAME AND COVER CONTAINED IN THIS DRAWING. WATER QUALITY FLOW RATE (CFS) 0.42 (DIAMETER VARIES) 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING PEAK FLOW RATE (CFS) 2.93 N.T.S. GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO RETURN PERIOD OF PEAK FLOW (YRS) 100 CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. INLET PIPE(S) MUST BE PERPEDICULAR TO THE VAULT AND AT THE CORNER TO INTRODUCE THE FLOW TANGENTIALLY TO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS. 7. OUTLET PIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR END PIPE DATA: I.E. MATERIAL DIAMETER OF THE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDE INLET PIPE 1 118.46 PVC 12" OF THE VAULT. INLET PIPE 2 * * * INSTALLATION NOTES OUTLET PIPE 118.46 PVC 12" A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS RIM ELEVATION * AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTECHS STRUCTURE (LIFTING CLUTCHES PROVIDED). ANTI-FLOTATION BALLAST WIDTH HEIGHT * VORTCHS 2000 C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. NOTES/SPECIAL REQUIREMENTS: D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. * PER ENGINEER OF RECORD SECTION A-A R Know what's REVIEW COMMENT SUMMARY AND RESOLUTION SHEET Submittal: Seattle Galvanization Phase II CODE A. Incorporated B. Open/Under Review Agency/Company/Reviewer C. Evaluated/Not Incorporated D. Beyond Scope/Not Evaluated Robert O'Brien E. Clarify or discuss Submittal Date: 6/21/2016 X. Comment closed Comment Final Dwg No. Specification Correction Disposition Item No. Reviewer or Reference Review Comment Response Verification Page No. Chapter/Section Code (initials) 1 O'Brien Page 3 City of Arlington drainage code has adopted 2012 SWMMWW, please (throughout reference 2012 SWMMWW manual. report) 2 O'Brien Page 3, 13 DOE Volume III Verify with project geotech or perform infiltration testing per DOE Section 3.3 Volume 3 Section 3.3. Geotech investigation should be completed to recommended depth below infiltration facility per DOE. 3 O'Brien Page 5 DOE Volume I Upgrading from gravel to pavement is considered new impervious, in Section 2.2 addition page 3 references an increase in new impervious surface greater than 5,000 sf. Update flow chart exhibit. 4 O'Brien Page 14 Section 5.2 notes 12,443 sf of roof, where introduction describes 3,443 sf of roof and a 9,000 sf concrete pad for future construction. When is future building construction proposed? Will roof drainage be constructed with this phase? 5 O'Brien Existing Basin Update exhibit to show entire existing project limits. Map 6 O'Brien SWPPP Page 6 The 2-year and 10-year peak flow runoff prior to construction are 0.01 cfs? Provide clarification, and calculation backup. WWHM results provided in report do not match these values. 7 SWPPP appears to propose use of temporary sediment pond, but this O'Brien SWPPP Page 8 is not depicted on SWPP Plan. 8 Recommend showing proposed contours and grading at south end of site per grading plan. Will additional BMPs such as silt fence be O'Brien SWPP Plan C3 necessary at toe of slope or show use of BMP C120 per page 11 of SWPPP? 9 Update schedule dates, i.e.. Construction begins in Aug 2016, but is O'Brien SWPPP Page 19 complete in June 2016. 10 Road and Provide more elevation detail to detail 1/4, in particular overflow weir O'Brien Drainage Plan elevation and how this compares to treatment flow rate. 11 Geotech report states no ground water observed, would remove Road and reference to ground water at elevation 112.2 on detail 8/5. The 100 O'Brien Drainage Notes year elevation of 121.15 in the facility does not appear to coincide with and Details 100 year stage elevation from wwhm, please verify. 12 Road and O'Brien Drainage Plan Show RDL connection to infiltration trench. 238 N Olympic Avenue REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Seattle Galvanizing Permit No.:622 Review Date: 6/24/2016 Contact: Brian Kalab - IECO Phone No.: 425 303-9363 Review Phase:1st Report Date: Reviewing Dept.: CED Applicant: Arlington Land Holdings DWG Issue Date: 6/6/2016 # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. MH Sht. C-3 Is mulch really proposed as a BMP? If not please remove from the plan sheet. 2. MH Sht. C-4 Indicate where the roof leader tie-in locations are for both the office and the future building. 3. MH Sht. C-5 Driveway replacement is not indicated on the plan sheet, but there is a D/W detail on plan sheet. 4. MH General Stormwater Report- Basin Map; North arrow is incorrect which places the proposed storm water facility in the wrong location throughout the report. Please correct. 5. BB Stormwater FYI Applicant will be added to an annual storm water self- inspection program. They will be notified to provide records of annual inspection and maintenance. 6. LP Bonding Bonding amount shall be determined at a later date. 7. LP Right of A right of way permit will be required prior to any work Way performed within the Cityâ€™s right of way. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Page 1 of 3 238 N Olympic Avenue REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Seattle Galvanizing Permit No.:622 Review Date: 6/24/2016 Contact: Brian Kalab - IECO Phone No.: 425 303-9363 Review Phase:1st Report Date: Reviewing Dept.: CED Applicant: Arlington Land Holdings DWG Issue Date: 6/6/2016 # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. Page 2 of 3 238 N Olympic Avenue REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Seattle Galvanizing Permit No.:622 Review Date: 6/24/2016 Contact: Brian Kalab - IECO Phone No.: 425 303-9363 Review Phase:1st Report Date: Reviewing Dept.: CED Applicant: Arlington Land Holdings DWG Issue Date: 6/6/2016 # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 45. 46. 47. 48. 49. 50. Page 3 of 3 x 24'-0" 135'-7" x x x " x x x x 0 134'-0" x x x FLOOD FLOOD x - x x " x x ' x x 0 5 x x x FLOOD FLOOD 1 x x x x - x x ' x x FLOOD FLOOD 8 x x x x " 4 0 " - x 0- x '9 ' 1 9'-0" 4 3 FLOOD " FLOOD x x 0 - ' 5 R 9 STALLS Max/Min 45.00 x x " S 6 " LL -' x Avg/Min 7.70 0 AT 0 - S 9 ' FLOOD 16 x FLOOD 9 1 Min 0.3 5'-6x" x x x Max 13.5 5 STALLS 20'-0""0 x 0.3 0.7 1.50.8 3.30.4 5.80.4 6.71.3 4.74.4 7.63.5 6.6 4.2 2.5 -' x 8 FLOOD 1 FLOOD Description DSXF3 LED 6 P2 40K WFR MVOLT 1.0 1.8 1.03.1 1.54.7 0.92.16.6 1.22.69.9 0.81.44.18.5 0.91.66.44.6 0.71.02.75.82.9 0.71.33.83.52.3 0.81.93.72.21.7 1.12.62.92.0 1.52.72.11.9 2.02.52.1 2.32.22.3 2.52.62.1 2.73.4 3.83.4 5.7 5.2 Avg 2.31 x 52'-0" x " S 0 L - L x '8 AT x LLF 0.900 S " 0 4 x "0 - x ' " - 5 9 ' 5 - 5 ' 5 0 x Units Fc 01 x Lum. Lumens 18899 x " x 0 - ' 3 10'-0"" 3 SETBAxC9K- 52'-0" 9'-6" x Assumptions: ' x x 0.4 0.3 0.3 0.3 0.5 0.6 0.8 1.0 1.4 1.8 2.2 2.7 3.6 5.6 7.8 3.2 0 x K R5'-0" 3 L No building mounted fixtures x A W E 0.5 0.5 0.4 0.3 0.3 0.5 0.5 0.5 0.7 1.0 1.3 1.7 2.3 3.3 5.1 6.6 3.8 0.6 " D Non Dark-Sky fixtures allowed 0 IS x x - FLOOD ' 5 Y FLOOD Only Perimeter Fixtures allowed A W Mounting height 24ft (20ft pole on 3ft base, plus bullhorn) E " E " T 0 V 6 GA - I - x Arrangement SINGLE Calculations at grade ' ' R 1.2 0.9 0.7 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.9 1.2 1.5 2.1 3.0 4.7 6.6 4.7 0.6 ' C 30 54 D 43 CalcType Illuminance Landscaping and topography not included 2.7 1.7 1.1 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.3 1.6 2.2 3.2 5.2 7.6 7.3 5.4 6.44.0 6.83.3 2.26.02.8 7.04.62.3 7.36.83.51.8 9.15.32.71.6 9.77.64.142.11.569.86.93.0'1.71.79.1-9.75.182.21.72.1"10.49.73.21.99.22.13.22.2 6.02.31.99.82.73.02.2 3.32.22.56.83.21.9 2.52.43.74.03.14.71.6 2.53.14.92.82.57.51.5 3.05.44.92.62.05.11.6 4.38.63.73.11.82.91.9 6.98.62.64.81.92.02.3 11.35.62.46.52.11.811.22.9 3.82.37.64.62.71.83.4 3.02.35.52.23.61.23.7 2.63.03.43.54.80.73.5 2.64.52.62.95.80.63.7 3.26.52.71.86.50.54.4 5.58.33.91.66.60.5 9.110.16.52.37.60.6 10.011.4 11.24.10.76.711.2 13.5 6.41.010.2 11.9 2.85.712.5 4.33.4 6.3 8.0 2.8 100'-0" x 112'-0" FLOOD FLOOD Fixtures shown with approx 70deg tilt applied. 4.9 3.3 2.82.1 2.41.5 2.01.71.2 2.01.31.0 1.91.71.10.8 2.01.30.90.7 2.51.81.00.80.6 2.51.40.80.70.64.02.11.00.70.60.53.81.50.80.60.55.80.52.51.10.70.60.56.00.51.70.90.70.63.50.53.70.51.30.80.60.57.70.52.30.51.10.70.60.80.55.80.51.80.50.90.70.55.90.53.90.51.50.60.80.61.80.58.30.52.70.51.20.60.80.67.60.55.40.51.90.61.00.75.00.66.70.53.30.61.40.70.90.80.67.00.64.30.62.20.61.20.84.30.90.64.40.62.80.61.60.71.00.90.74.91.00.62.70.62.00.71.30.80.93.00.90.73.21.20.62.00.61.50.71.00.83.31.10.62.11.40.61.60.71.20.92.61.10.72.61.30.61.61.40.71.40.81.11.00.82.81.30.71.91.60.71.30.71.21.00.93.11.30.82.31.60.71.51.80.71.20.81.11.20.93.01.70.72.00.71.30.71.11.05.11.60.82.52.20.71.72.80.71.20.91.11.40.94.42.10.82.23.30.71.50.71.11.01.90.93.43.30.82.04.80.71.40.81.11.31.03.00.82.95.40.71.80.81.21.01.90.94.50.82.57.40.81.50.81.21.03.00.95.90.82.10.81.41.01.11.61.04.80.94.30.81.80.81.31.21.12.41.05.40.80.81.60.91.31.51.14.01.01.20.80.81.41.11.31.91.16.80.90.80.91.41.21.32.91.16.50.90.91.01.51.45.01.00.60.90.91.11.62.11.36.71.00.91.01.31.73.21.22.51.01.01.11.81.64.41.11.01.11.32.31.52.71.11.11.21.62.61.31.21.31.41.81.91.31.31.41.51.8 1.41.51.51.51.4 1.61.71.61.5 1.91.81.51.3 2.21.81.5 2.41.81.4 2.41.7 2.31.8 2.3 2.6 GC FLOOD FLOOD Variations to tilt/orientation in field will alter results x x x x x 2.8 6.5 0.54.5 6.62.5FLOOD 0.3FLOOD6.41.6 1.43.91.2 0.46.52.50.9 5.25.61.70.7 2.96.73.41.20.6 7.14.72.10.90.6 5.23.01.40.80.5 3.02.01.00.60.5 2.11.40.80.60.5 1.51.00.70.50.5 1.20.80.60.50.5 0.90.70.50.50.5 0.80.60.50.50.6 0.60.50.50.50.7 0.60.50.50.60.9 0.50.50.50.71.1 0.50.50.60.81.3 0.50.50.60.91.6 0.50.50.71.02.2 0.50.60.81.23.5 0.50.60.91.65.4 0.60.71.02.34.6 0.60.81.33.2 0.70.91.83.0 0.81.22.0 0.91.41.9 1.11.5 1.21.4 1.3 1.2 x x x x SSMH x 0.5 x x RIM=124.81 x x x x Label FLOOD I.E.=118.86 x x x x x x x x MOUNTED TWO FIXTURES PER POLE, VIA BULLHORN x x G x Qty 20 G Luminaire Schedule Symbol Calculation Summary Label Site_Planar Scale: 1 inch= 50 Ft. Calculations are provided using industry-recognized software and are provided for estimation purposes only. Tina Brannon, LC Seattle Galvanizing Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data SeaGalvSite.072516.2.AGI is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data, however actual lighting levels will vary depending on field conditions, such as room characteristics, temperature, Date:7/25/2016 Site voltage and lamp / ballast output and other factors. Calculations are also subject to the limitations of the software. Due to the above considerations, Pacific Lighting Systems can not guarantee that actual light levels measured in the field will match our initial calculations. Note: please verify all catalog numbers before use in your specification. Catalog Number Notes Type FEATURES & SPECIFICATIONS INTENDED USE Round Bullhorn For steel or concrete poles. CONSTRUCTION Steel: Body is galvanized steel tube (per ASTM A-123) constructed from A500 BS Grade B steel. Welding follows industry standards best practices. Arms are galvanized after fabrication. Must specify finish. Optional polyester powder and red primer paint finishes available. INSTALLATION STEEL (BS) ROUND BULLHORN Mounting hardware included. (See next page for dimensions and drawings.) ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: BS28 GALV Series Tenon slipfitter size2 Finish3 BS28 2 in line (blank) T20 2-1/2" I.D. Standard colors BS29 2 at 90Â° T25 3-1/16" I.D. DDB Dark bronze BS32 3 at 120Â° T35 4-1/4" I.D. DWH White BS38 3 in line DBL Black BS38X 3 in line1 DNA Natural aluminum BS39 3 at 90Â° GALV Galvanized steel BS48 4 in line Primer finish BS49 4 at 90Â° DPRM Red primer Architectural colors (powder finish)2 NOTES: 1 Center tenon has extended height. 2 Additional sizes available; consult factory. 3 Finish must be specified. Additional colors available; see www.lithonia.com/archcolors or the Architectural Colors brochure (Form No. 794.3). Outdoor Sheet #: Pole-BS BS Bullhorn, Steel, Fiberglass or Concrete Poles A A C A AA Dome cap C Burn 2-7/8â€ O.D. x .203 wide tube 8â€ radius B 1-1/2â€ dia. (2 holes) B 2-3/8â€ O.D. x .154 wide tube 2-1/2â€ 5â€ A500 grade B 90Â° typ. Drill & tap for 3/8â€-16 H.H.C.S. (2 sets of 2 @ 90Â°) 3/4â€ BS48 45Â° 45Â° 2-7/8â€ dia. BS28 BS49 120Â° typ. C A B A A 41-1/2â€ B A C C B BS32 BS38 BS38X BS (Bullhorn - Steel) Nominal Dimensions Bracket Max. fixture EPA Max. fixture ANSI C136.3 Lithonia Lighting arm length (in.) Bracket weight ft. 2 @ 100 mph weight (lbs.) (1995) class Catalog Number (ft.) A B C EPA (ft2) (lbs) w/ 1.3 gusts per arm rating @ 80 mph IMPORTANT: BS28 1-1/2 18 14 3 1.0 20 7.3 150 - â€¢ These specifica- tions are intended BS28 T25 1-1/2 18 14 3 1.0 22 7.3 150 - for general purposes BS28 T35 1-1/2 18 14 3 1.0 25 7.3 150 - only. Lithonia Light- ing reserves the right BS29 2 24 14 3 1.0 20 7.3 150 - to change material BS29 T25 2 24 14 3 1.0 22 7.3 150 - or design, without prior notice, in a con- BS29 T35 2 24 14 3 1.0 25 7.3 150 - tinuing effort to up- BS32 2 24 14 3 1.3 33 4.7 150 - grade its products. BS32 T25 2 24 14 3 1.3 35 4.7 150 - CAUTION: BS32 T35 2 24 14 3 1.3 39 4.7 150 - â€¢ The arms described BS38 2-1/2 30 14 3 1.6 31 4.7 150 - herein are designed BS38 T25 2-1/2 30 14 3 1.6 33 4.7 150 - for applications in areas of normal BS38 T35 2-1/2 30 14 3 1.6 37 4.7 150 - winds. Consult the factory prior to the BS38X 2-1/2 30 18 3 1.7 34 4.7 150 - design of systems to BS38X T25 2-1/2 30 18 3 1.7 36 4.7 150 - be mounted on structures such as BS38X T35 2-1/2 30 18 3 1.7 40 4.7 150 - bridges or buildings, BS39 2 24 14 3 1.3 33 4.7 150 - or areas known to have abnormal winds BS39 T25 2 24 14 3 1.3 35 4.7 150 - such as airports or BS39 T35 2 24 14 3 1.3 39 4.7 150 - coastal areas. Fail- ure to consider BS48 4 30 14 3 2.3 44 3.4 125 - these factors in the BS48 T25 4 30 14 3 2.3 46 3.4 125 - system design could result in the failure BS48 T35 4 30 14 3 2.3 55 3.4 125 - of the pole or mast BS49 2 24 14 3 1.6 43 3.5 150 - arm, and conse- quently personal in- BS49 T25 2 24 14 3 1.6 45 3.5 150 - jury or property dam- BS49 T35 2 24 14 3 1.6 47 3.5 150 - age. Lithonia Lighting Outdoor One Lithonia Way, Conyers, GA 30012 Phone: 770-922-9000 Fax: 770-918-1209 Sheet #: Pole-BS Â© 2010 Acuity Brands Lighting, Inc. All rights reserved. 9/1/10 www.lithonia.com Catalog D-Series Size 3 Number LED Flood Luminaire Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction Specifications The D-Series Size 3 Flood features precision optics W D to beautifully illuminate a variety of applications as EPA: 1.4 ft2 (0.13 m2) its sleek, compact styling blends seamlessly with its Depth: 5â€ environment. (12.7 cm) H The D-Series Flood reflector systems and cutting- Width: 13â€ (33.0 cm) edge chip-on-board LED technology produce 13-5/8â€ OH Height: low field-to-beam ratios for minimal spill light and (34.6 cm) Overall 17-1/2â€ incredible photometric performance. Itâ€™s the ideal Height (44.5 cm) long-life replacement for 250 - 400W metal halide Weight: 21 lbs floods, with typical energy savings of 64% and (9.5 kg) expected service life of over 100,000 hours. Ordering Information EXAMPLE: DSXF3 LED 6 P2 40K FL MVOLT THK DDBXD DSXF3 LED Light Performance Color Series Distribution Voltage Mounting Engines Package Temperature DSXF3 LED 6 Six COB P1 30K 3000 K NSP Narrow spot WFL Wide flood MVOLT 1 277 1 Shipped included Shipped separately2 engines P2 40K 4000 K MSP Medium spot WFR Wide flood, 120 1 347 THK Knuckle with 3/4â€ NPT threaded pipe FTS CG6 Tenon slipfitter 50K 5000 K MFL Medium flood rectangular 208 1 480 YKC62 Yoke with 16-3 SO cord (fits 2-3/8â€ to HMF Horizontal 2-7/8â€ O.D. tenon. FL Flood medium flood 240 1 IS Integral slipfitter (fits 2-3/8â€ O.D. tenon) YKC62 required) Options Finish (required) Shipped installed Shipped installed Shipped separately8 DDBXD Dark bronze PER NEMA twist-lock receptacle only (no controls)3 PNMTDD3 Part night, dim till dawn6 UBV Upper/bottom visor (universal) DBLXD Black PER5 Five-wire receptacle only (no controls)3,4 PNMT5D3 Part night, dim 5 hrs.6 FV Full visor DNAXD Natural DMG 0-10V dimming driver (no controls) PNMT6D3 Part night, dim 6 hrs.6 VG Vandal guard aluminum SF Single fuse (120, 277, 347V)5 PNMT7D3 Part night, dim 7 hrs.6 WG Wire guard DWHXD White DF Double fuse (208, 240, 480V)5 BL30 Bi-level switched dimming, 30%7 WTB Utility terminal block BL50 Bi-level switched dimming, 50%7 Accessories NOTES 1. MVOLT driver operates on any line voltage from 120-277V. Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options). Ordered and shipped separately. 2. Must be ordered as an accessory; see Accessories information at left. FTS CG6 DDBXD U Slipfitter for 2-3/8â€ to 2-7/8â€ OD tenons; mates with yoke mount (specify finish) 3. For units with a photocontrol receptacle, the mounting must be restricted to Â± 45Â° from horizontal aim per ANSI C136.10-2010. FRWB DDBXD U Radius wall bracket, 2-3/8â€ OD tenon (specify finish) FSPB DDBXD U Steel square pole bracket, 2-3/8â€ OD tenon (specify finish) 4. Specifies a ROAMÂ® enabled luminaire with 0-10V dimming capability; PER5 option required. Additional hardware and services required for ROAMÂ® deployment; must be purchased separately. Call 1-800-442-6745 or email: sales@roamservices.net. DSXF3UBV DDBXD U Upper/bottom visor accessory (specify finish) 5. Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. DSXF3FV DDBXD U Full visor accessory (specify finish) 6. Dimming driver standard. MVOLT only. Not available with 347V, 480V, PER5, BL30 or BL50. DSXF3VG U Vandal guard accessory 7. Requires an additional switched circuit. Dimming driver standard. MVOLT only. Not available with 347V, 480V, or PER5. DSXF3WG DBLXD U Wire guard accessory 8. Also available as separate accessories; see Accessories information at left. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V)9 9. Requires luminaire to be specified with PER option. Must be ordered and shipped as a separate line item from Acuity Controls. DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V)9 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V)9 DSHORT SBK U Shorting cap9 For more mounting options, visit our Floodlighting Accessories pages. For more control options, visit DTL and ROAM online. DSXF3-LED One Lithonia Way â€¢ Conyers, Georgia 30012 â€¢ Phone: 800.279.8041 â€¢ Fax: 770.918.1209 â€¢ www.lithonia.com Rev. 02/18/16 Â© 2011-2016 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 3 Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Field Beam 30K 40K 50K Light Performance System Dist. Angle Angle (3000 K, 70 CRI) (4000 K, 70 CRI) (5000 K, 70 CRI) Engines Package Watts Type Â°H Â°V Â°H Â°V Max Cd Lumens LPW Max Cd Lumens LPW Max Cd Lumens LPW NSP 38 35 18 18 84476 13510 105 88800 14201 110 88800 14201 110 MSP 53 52 27 27 49237 12774 99 51757 13428 104 51757 13428 104 MFL 59 59 45 45 22746 12986 101 23911 13650 106 23911 13650 106 P1 129 FL 84 90 61 71 11658 13952 108 12255 14666 114 12255 14666 114 WFL 104 105 73 76 9435 14454 112 9918 15194 118 9918 15194 118 WFR 104 91 80 72 9546 14377 111 10035 15113 117 10035 15113 117 HMF 121 67 94 55 10455 13238 103 10991 13916 108 10991 13916 108 6 NSP 38 35 18 18 105595 16887 92 111000 17751 97 111000 17751 97 MSP 53 52 27 27 61546 15968 87 64696 16785 92 64696 16785 92 MFL 59 59 45 45 28433 16232 89 29888 17063 93 29888 17063 93 P2 183 FL 84 90 61 71 14573 17440 95 15319 18333 100 15319 18333 100 WFL 104 105 73 76 11794 18067 99 12397 18992 104 12397 18992 104 WFR 104 91 80 72 11933 17972 98 12543 18891 103 12543 18891 103 HMF 121 67 94 55 13069 16548 90 13738 17395 95 13738 17395 95 Projected LED Lumen Maintenance Lumen Ambient Temperature (LAT) Multipliers Data references the extrapolated performance projections for the DSXF3 LED 6 P2 platform based on 13,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA Electrical Load Use these factors to determine relative lumen output for TM-21-11). average ambient temperatures from 0-35Â°C (32-95Â°F). Current (A) Ambient Lumen Multiplier To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. Performance System 0Â°C 32Â°F 1.08 For other lumen maintenance values, contact factory. Package Watts 120V 208V 240V 277V 347V 480V 0Â°C 50Â°F 1.05 P1 129 1.08 0.62 0.54 0.47 0.38 0.29 20Â°C 68Â°F 1.02 Operating Hours 0 25,000 50,000 100,000 25Â°C 77Â°F 1.00 P2 183 1.54 0.87 0.75 0.65 0.53 0.40 30Â°C 86Â°F 0.98 Lumen Maintenance 1.0 0.97 0.97 0.96 35Â°C 95Â°F 0.96 Factor Photometric Diagrams To see complete photometric reports or download .ies files for this product, visit Lithonia Lightingâ€™s D-Series Flood Size 3 homepage. Isocandela plots for the DSXF3 LED 6 P2 40K. Distances are in units of mount height (20ft). LEGEND -80Â° -60Â° -40Â° -20Â° 0Â° 20Â° 40Â° 60Â° 80Â° -80Â° -60Â° -40Â° -20Â° 0Â° 20Â° 40Â° 60Â° 80Â° -80Â° -60Â° -40Â° -20Â° 0Â° 20Â° 40Â° 60Â° 80Â° -80Â° -60Â° -40Â° -20Â° 0Â° 20Â° 40Â° 60Â° 80Â° (% Max cd) 80Â° 80Â° 80Â° 80Â° 10% 60Â° 60Â° 60Â° 60Â° 20% 40Â° 40Â° 40Â° 40Â° 30% 20Â° 20Â° 20Â° 20Â° 40% 0Â° 0Â° 0Â° 0Â° 50% -20Â° -20Â° -20Â° -20Â° 60% -40Â° -40Â° -40Â° -40Â° 75% -60Â° -60Â° -60Â° -60Â° NSP MSP MFL FL 90% -80Â° Test No. 8405P4 tested in accordance with IESNA LM-79-08.-80Â° Test No. 8409P4 tested in accordance with IESNA LM-79-08.-80Â° Test No. 8408P4 tested in accordance with IESNA LM-79-08.-80Â° Test No. 8414P4 tested in accordance with IESNA LM-79-08. -80Â° -60Â° -40Â° -20Â° 0Â° 20Â° 40Â° 60Â° 80Â° -80Â° -60Â° -40Â° -20Â° 0Â° 20Â° 40Â° 60Â° 80Â° -80Â° -60Â° -40Â° -20Â° 0Â° 20Â° 40Â° 60Â° 80Â° 80Â° 80Â° 80Â° 60Â° 60Â° 60Â° 40Â° 40Â° 40Â° 20Â° 20Â° 20Â° 0Â° 0Â° 0Â° -20Â° -20Â° -20Â° -40Â° -40Â° -40Â° -60Â° -60Â° -60Â° WFL WFR HMF -80Â° Test No. LTL29249P4 tested in accordance with IESNA LM-79-08.-80Â° Test No. 8414P4 tested in accordance with IESNA LM-79-08.-80Â° Test No. 8414P4 tested in accordance with IESNA LM-79-08. DSXF3-LED One Lithonia Way â€¢ Conyers, Georgia 30012 â€¢ Phone: 800.279.8041 â€¢ Fax: 770.918.1209 â€¢ www.lithonia.com Rev. 02/18/16 Â© 2011-2016 Acuity Brands Lighting, Inc. All rights reserved. Page 2 of 3 Mounting, Options and Accessories W W D D W D W H H H H H H D W ID OD THK - Knuckle with YKC62 - Yoke with SO cord IS â€“ Integral slipfitter UBV â€“ Upper/bottom visor FV â€“ Full visor VG â€“ Vandal guard WG â€“ Wire guard 3/4â€ NPT W= 5â€ (12.7 cm) H= 4-1/2â€ (11.4 cm) W= 12â€ (30.4 cm) W= 12â€ (30.4 cm) W= 10-1/2â€ (26.6 cm) W= 10-1/2â€ (26.6 cm) threaded pipe H= 3-1/2â€ (8.8 cm) ID= 2-3/8â€ (6.0 cm) H= 7-1/5â€ (19.0 cm) H= 7-1/5â€ (19.0 cm) H= 7-1/2â€ (19.0 cm) H= 7-1/2â€ (19.0 cm) D= 2â€ (5.0 cm) OD= 3-1/2â€ (8.8cm) D= 3â€ (7.6 cm) D= 3â€ (7.6 cm) D= 1-1/5â€ (3.8 cm) FEATURES & SPECIFICATIONS INTENDED USE ELECTRICAL The sleek design of the D-Series Size 3 Flood reflects the embedded high performance LED Light engines consist of chip-on-board (COB) LEDs directly coupled to the housing technology. It is ideal for wallwash, security and general area lighting in many commercial and to maximize heat dissipation and promote long life (100,000 hrs, L80). Class 1 electronic institutional applications. driver has a power factor >90%, THD <20%, and has an expected life of 100,000 hours with <1% failure rate. Surge protection meets a minimum Category C Low operation CONSTRUCTION (per ANSI/IEEE C62.41.2). Die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. The LED driver is mounted in direct contact with the casting to INSTALLATION promote low operating temperature and long life. Housing is completely sealed against moisture Integral adjustable knuckle with 3/4-14 NPT threaded pipe, or yoke mounting, facilitates and environmental contaminants (IP65). Low EPA (1.4 ft2) for optimized wind loading. quick and easy installation to a variety of mounting accessories. This secure connection enables the D-Series Size 3 to withstand up to a 1.5 G vibration load rating per ANSI C136.31. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish LISTINGS that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage CSA certified to U.S. and Canadian standards. Luminaire is IP66 rated. Rated for -40Â°C process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate minimum ambient. changes without cracking or peeling. DesignLights ConsortiumÂ® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org to OPTICS confirm which versions are qualified. A variety of precision-molded vacuum-metallized specular reflectors are engineered for superior field-to-beam ratios, uniformity and spacing. Light engines are available in 3000 K (70 CRI min.), WARRANTY 4000 K (70 CRI min.) or 5000 K (70 CRI min.) configurations. Optional visors offer additional 5-year limited warranty. Complete warranty terms located at versatility. www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 Â°C. Specifications subject to change without notice. DSXF3-LED One Lithonia Way â€¢ Conyers, Georgia 30012 â€¢ Phone: 800.279.8041 â€¢ Fax: 770.918.1209 â€¢ www.lithonia.com Rev. 02/18/16 Â© 2011-2016 Acuity Brands Lighting, Inc. All rights reserved. Page 3 of 3 Catalog Number Notes FEATURES & SPECIFICATIONS INTENDED USE â€” Square straight steel pole for up to 39-foot mounting height. Type CONSTRUCTION â€” Weldable-grade, hot-rolled, commercial-quality carbon steel tubing with a minimum yield of 55,000 psi (11-gauge), or 50,000 psi (7-gauge). Uniform wall thickness of .1196" or .1793". Shaft is one-piece with a full-length longitudinal high-frequency electric resistance weld. Uniformly square in cross-section with flat sides, small corner radii and excellent torsional qualities. Available shaft widths are Anchor Base Poles 4, 5 and 6 inches. Anchor base is fabricated from hot-rolled carbon steel plate conforming to ASTM A36, that meets or exceeds a minimum-yield strength of 36,000 psi. Base plate and shaft are circumferentially welded top and bottom. Base cover is finished to match pole. SSS A handhole having nominal dimensions of 3" x 5" for all shafts. Included is a cover with attachment screws. Top cap provided with all drill-mount and open top "PT" poles. Fasteners are high-strength galvanized, zinc-plated or stainless steel. SQUARE STRAIGHT STEEL Finish: Must specify finish. Grounding: Provision located immediately inside handhole rim. Grounding hardware is not included (provided by others). Anchor bolts: Top portion of anchor bolt is galvanized per ASTM A-153. Made of steel rod having a minimum yield strength of 55,000 psi. Note: Specifications subject to change without notice. Actual performance may differ as a result of end-user environment and application. ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: SSS 20 5C DM19 DDB SSS Nominal fixture Nominal shaft base Series mounting height size/wall thickness Mounting1 Options Finish10 SSS 10 â€“ 39 feet (See back page.) Tenon mounting AERISâ„¢ Suspend drill Shipped installed Standard colors (See back page.) PT Open top (includes mounting2, 3 L/AB Less anchor bolts DDB Dark bronze top cap) DM19AST_ 1 at 90Â° SSS VD Vibration damper DWH White T20 2-3/8" O.D. (2" NPS) DM28AST_ 2 at 180Â° TP Tamper proof DBL Black T25 2-7/8" O.D. (2-1/2" NPS) DM29AST_ 2 at 90Â° H1-18Sxx Horizontal arm bracket DMB Medium bronze T30 3-1/2" O.D. (3" NPS) DM39AST_ 3 at 90Â° (1 fixture)4, 5 DNA Natural aluminum T35 4" O.D. (3-1/2" NPS) DM49AST_ 4 at 90Â° FDLxx Festoon outlet less Classic colors electrical4 Drill mounting2 OMEROâ„¢ Suspend drill DSS Sandstone DM19 1 at 90Â° mounting2, 3 CPL12xx 1/2" coupling4 DGC Charcoal gray DM28 2 at 180Â° DM19MRT_ 1 at 90Â° CPL34xx 3/4" coupling4 DTG Tennis green DM28 PL 2 at 180Â° with one side DM28MRT_ 2 at 180Â° CPL1xx 1" coupling4 DBR Bright red plugged DM29MRT_ 2 at 90Â° NPL12xx 1/2" threaded nipple4 DSB Steel blue DM29 2 at 90Â° DM39MRT_ 3 at 90Â° NPL34xx 3/4" threaded nipple4 Architectural colors (powder DM39 3 at 90Â° DM49MRT_ 4 at 90Â° NPL1xx 1" threaded nipple4 finish)10 DM49 4 at 90Â° EHHxx Extra handhole4, 6 CSX/DSX/AERISâ„¢/OMEROâ„¢ Drill MAEX Match existiing 7 mounting2 USPOM United States point of DM19AS 1 at 90Â° manufacture8 DM28AS 2 at 180Â° IC Interior coating9 DM29AS 2 at 90Â° DM39AS 3 at 90Â° DM49AS 4 at 90Â° NOTES: 5. Horizontal arm is 18" x 2-3/8" O.D. tenon standard. HANDHOLE ORIENTATION IMPORTANT INSTALLATION NOTES: 1. PT open top poles include top cap. When ordering tenon mounting 6. Combination of tenon-top and drill mount includes extra â€¢ Do not erect poles without having fixtures C and drill mounting for the same pole, follow this example: DM28/ handhole. installed. T20. The combination includes a required extra handhole. 7. Must add original order number â€¢ Factory-supplied templates must be used 2. The drilling template to be used for a particular luminaire depends 8. Use when mill certifications are required. when setting anchor bolts. Lithonia Lighting on the luminaire that is used. Refer to the Technical Data Section of will not accept claim for incorrect anchorage the Outdoor Binder for Drilling Templates. 9. Provides enhanced corrosion resistance. D B placement due to failure to use Lithonia 10. Additional colors available; see www.lithonia.com/archcolors Lighting factory templates. 3. Insert "1" or "2" to designate fixture size; e.g. DM19AST2. or Architectural Colors brochure (Form No. 794.3). Powder â€¢ If poles are stored outside, all protective 4. Specify location and orientation when ordering option. finish standard. wrapping must be removed immediately For 1st "x": Specify the height in feet above base of pole. upon delivery to prevent finish damage. Example: 5ft = 5 and 20ft = 20 For 2nd "x": Specify orientation from handhole (A,B,C,D) A â€¢ Lithonia Lighting is not responsible for the Refer to the Handhole Orientation diagram above. Handhole foundation design. OUTDOOR POLE-SSS SSS Square Straight Steel Poles TECHNICAL INFORMATION EPA (ft2) with 1.3 gust Nominal Pole Shaft Size Wall Thickness Max. Max. Max. Bolt Size Approximate Catalog Number Gauge 80 mph 90 mph 100 mph Bolt Circle (in) mount ht. (ft) (in x ft) (in) weight weight weight (in x in x in) ship (lbs) SSS 10 4C 10 4.0 x 10.0 0.1196 11 30.6 765 23.8 595 18.9 473 8--9 3/4 x 18 x 3 75 SSS 12 4C 12 4.0 x 12.0 0.1196 11 24.4 610 18.8 470 14.8 370 8--9 3/4 x 18 x 3 90 SSS 14 4C 14 4.0 x 14.0 0.1196 11 19.9 498 15.1 378 11.7 293 8--9 3/4 x 18 x 3 100 SSS 16 4C 16 4.0 x 16.0 0.1196 11 15.9 398 11.8 295 8.9 223 8--9 3/4 x 18 x 3 115 SSS 18 4C 18 4.0 x 18.0 0.1196 11 12.6 315 9.2 230 6.7 168 8--9 3/4 x 18 x 3 125 SSS 20 4C 20 4.0 x 20.0 0.1196 11 9.6 240 6.7 167 4.5 150 8--9 3/4 x 18 x 3 140 SSS 20 4G 20 4.0 x 20.0 0.1793 7 14 350 11 275 8 200 8--9 3/4 x 30 x 3 198 SSS 20 5C 20 5.0 x 20.0 0.1196 11 17.7 443 12.7 343 9.4 235 10--12 1 x 36 x 4 185 SSS 20 5G 20 5.0 x 20.0 0.1793 7 28.1 703 21.4 535 16.2 405 10--12 1 x 36 x 4 265 SSS 25 4C 25 4.0 x 25.0 0.1196 11 4.8 150 2.6 100 1 50 8--9 3/4 x 18 x 3 170 SSS 25 4G 25 4.0 x 25.0 0.1793 7 10.8 270 7.7 188 5.4 135 8--9 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0.1196 11 9.8 245 6.3 157 3.7 150 10--12 1 x 36 x 4 225 SSS 25 5G 25 5.0 x 25.0 0.1793 7 18.5 463 13.3 333 9.5 238 10--12 1 x 36 x 4 360 SSS 30 4G 30 4.0 x 30.0 0.1793 7 6.7 168 4.4 110 2.6 65 8--9 3/4 x 30 x 3 295 SSS 30 5C 30 5.0 x 30.0 0.1196 11 4.7 150 2 50 -- -- 10--12 1 x 36 x 4 265 SSS 30 5G 30 5.0 x 30.0 0.1793 7 10.7 267 6.7 167 3.9 100 10--12 1 x 36 x 4 380 SSS 30 6G 30 6.0 x 30.0 0.1793 7 19 475 13.2 330 9 225 11--13 1 x 36 x 4 520 SSS 35 5G 35 5.0 x 35.0 0.1793 7 5.9 150 2.5 100 -- -- 10--12 1 x 36 x 4 440 SSS 35 6G 35 6.0 x 35.0 0.1793 7 12.4 310 7.6 190 4.2 105 11--13 1 x 36 x 4 540 SSS 39 6G 39 6.0 x 39.0 0.1793 7 7.2 180 3 75 -- -- 11--13 1 x 36 x 4 605 POLE DATA Bolt Bolt Base Shaft base Anchor bolt Anchor bolt and circle projection square Template description size description template number A B C 4"C 8-1/2" 2-3/4"â€“4" 8" ABTEMPLATE PJ50004 AB18-0 ABSSS-4C BASE DETAIL 4"G 8-1/2" 2-3/4"â€“4" 8" ABTEMPLATE PJ50004 AB30-0 ABSSS-4G 5" 10"â€“12" 3-3/8"â€“4" 11" ABTEMPLATE PJ50010 AB36-0 ABSSS-5 6" 11"â€“13" 3-3/8"â€“4" 12-1/2" ABTEMPLATE PJ50011 AB36-0 N/A 18" A IMPORTANT: â€¢ These specifications are intended for general purposes only. Lithonia reserves the right to change material or design, without prior notice, in a continuing effort to upgrade its products. C POLE-SSS OUTDOOR: One Lithonia Way Conyers, GA 30012 Phone: 800-279-8041 Fax: 770-981-1209 www.lithonia.com Â©1994-2012 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/08/12 R Know what's R Know what's R Know what's DISCHARGE TO OUTLET EXISTING PIPE SIDE OF VAULT R HIGH FLOW BYPASS WEIR Know what's NEW TREATMENT PUMP WITH DOUBLE PIGGYBACK FLOAT SWITCHES ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS AQUIP PUMPED FLOW INLET PIPE MANHOLE FRAME & COVER (INLET GRATE OPTIONAL) EXISTING SAW CUT EXISTING EXISTING PIPE OUTFALL CATCH BASIN AQUIP GRAVITY AQUIP FILTRATION SYSTEM OUTLET PIPE EXISTING PIPE EXISTING OUTFALL PIPE NEW TREATMENT PUMP & BYPASS SYSTEM PLAN VIEW EMERGENCY OVERFLOW ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAYER (DESIGNED AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS BY SITE DESIGN ENGINEER) D *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED 8' AQUIP PERIMETER STONE INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 24" (2.4 m) OUTLET INCREASE COVER TO 30" (750 mm). CONNECT TO (SEE NOTE 6) C (600 mm) MIN* AVAILABLE AQUIP MAX POWER SOURCE INLET PIPE 12" (300 mm) MIN B EXCAVATION WALL DISCHARGE TO OUTLET (CAN BE SLOPED OR VERTICAL) 45" EXISTING PIPE SIDE OF VAULT AQUIP PUMPED FLOW INLET PIPE EXISTING (1140 mm) OUTFALL EXISTING STORM EXISTING OUTFALL PIPE DRAIN PIPE A HIGH FLOW BYPASS WEIR DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 9" (230 mm) MIN 6" (150 mm) MIN NEW TREATMENT MC-3500 9" PUMP WITH SUBGRADE SOILS 77" (1950 mm) 12" (300 mm) TYP DOUBLE PIGGYBACK END CAP (230 mm) MIN FLOAT SWITCHES (SEE NOTE 5) ELEVATION VIEW R Know what's OPTIONAL INSPECTION PORT COVER PIPE CONNECTION TO END INSERTA TEE DETAIL MC-3500 TECHNICAL SPECIFICATION CAP WITH ADS GEOSYNTHETICS 601T NTS NTS NON-WOVEN GEOTEXTILE DO NOT INSTALL VALLEY 86.0" (2184 mm) MC-3500 CHAMBER INSERTA-TEE AT STIFFENING RIB CREST INSTALLED STORMTECH HIGHLY RECOMMENDS MC-3500 END CAP CHAMBER JOINTS FLEXSTORM PURE INSERTS IN ANY UPSTREAM CREST WEB STRUCTURES WITH OPEN GRATES STIFFENING RIB LOWER JOINT CORRUGATION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) FOOT CATCH BASIN OR INSERTA TEE UPPER JOINT CORRUGATION MANHOLE CONNECTION INSERTA TEE TO BE BUILD ROW IN THIS DIRECTION (X) INSTALLED, CENTERED OVER CORRUGATION 90.0" (2286 mm) PLACE ADS GEOSYNTHETICS 315 WOVEN ACTUAL LENGTH GEOTEXTILE (CENTERED ON INSERTA-TEE SECTION A-A SIDE VIEW INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. 45.0" 45.0" SUMP DEPTH TBD BY GEOTEXTILE MUST EXTEND 6" (150 mm) (1143 mm) (1143 mm) 22.5" SITE DESIGN ENGINEER MAX DIAMETER OF HEIGHT FROM BASE OF (24" [600 mm] MIN RECOMMENDED) PAST CHAMBER FOOT CHAMBER (571 mm) INSERTA TEE CHAMBER (X) INSTALLED 24" (600 mm) HDPE ACCESS PIPE REQUIRED TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN USE FACTORY PRE-CORED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS SC-310 6" (150 mm) 4" (100 mm) PART #: MC3500IEPP24BC 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SC-740 10" (250 mm) 4" (100 mm) 77.0" 77.0" DC-780 10" (250 mm) 4" (100 mm) (1956 mm) (1956 mm) MC-3500 ISOLATOR ROW DETAIL MC-3500 12" (300 mm) 6" (150 mm) NTS NOTE: MC-4500 12" (300 mm) 8" (200 mm) NOMINAL CHAMBER SPECIFICATIONS PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CONTACT STORMTECH FOR MORE INFORMATION. GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON CHAMBER STORAGE 109.9 CUBIC FEET (3.11 mÂ³) MINIMUM INSTALLED STORAGE* 178.9 CUBIC FEET (5.06 mÂ³) WEIGHT 135.0 lbs. (61.2 kg) INSPECTION & MAINTENANCE MC-SERIES END CAP INSERTION DETAIL 25.7" NOMINAL END CAP SPECIFICATIONS (653 mm) NTS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 22.5" (1956 mm X 1143 mm X 571 mm) STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT END CAP STORAGE 14.9 CUBIC FEET (0.42 mÂ³) A. INSPECTION PORTS (IF PRESENT) MINIMUM INSTALLED STORAGE* 46.0 CUBIC FEET (1.30 mÂ³) STORMTECH END CAP A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN CONCRETE COLLAR WEIGHT 50.0 lbs. (22.7 kg) A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED 18" (450 mm) MIN WIDTH A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG PAVEMENT *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) 12" (300 mm) 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. CONCRETE COLLAR NOT REQUIRED MIN SEPARATION B. ALL ISOLATOR ROWS FOR UNPAVED APPLICATIONS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW 12" (300 mm) MIN INSERTION STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE^Ji) MIRRORS ON POLES OR STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY^Jii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE PART # STUB B C B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. CONCRETE SLAB MANIFOLD STUB 8" (200 mm) MIN THICKNESS 12" (300 mm) NYLOPLAST INLINE MC3500IEPP06T 6" (150 mm) 33.21" (844 mm) --- DRAIN BODY W/SOLID HINGED MANIFOLD HEADER MC3500IEPP06B --- 0.66" (17 mm) STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS COVER OR GRATE A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED MC3500IEPP08T 31.16" (791 mm) --- FLEXSTORM CATCH IT PART# 2712AG06N 8" (200 mm) B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN SOLID COVER: 1299CGC MC3500IEPP08B --- 0.81" (21 mm) PART# 6212NYFX C. VACUUM STRUCTURE SUMP AS REQUIRED WITH USE OF OPEN GRATE GRATE: 1299CGS MC3500IEPP10T 29.04" (738 mm) --- 10" (250 mm) MC3500IEPP10B --- 0.93" (24 mm) STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. 6" (150 mm) INSERTA TEE 6" (150 mm) ADS N-12 MC3500IEPP12T 26.36" (670 mm) --- 12" (300 mm) STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. PART#06N12ST35IP HDPE PIPE MANIFOLD HEADER MC3500IEPP12B --- 1.35" (34 mm) INSERTA TEE TO BE CENTERED MC3500IEPP15T 23.39" (594 mm) --- 15" (375 mm) B ON CORRUGATION CREST MANIFOLD STUB MC3500IEPP15B --- 1.50" (38 mm) NOTES MC-3500 CHAMBER MC3500IEPP18TC 20.03" (509 mm) --- 18" (450 mm) MC3500IEPP18BC --- 1.77" (45 mm) 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS MC3500IEPP24TC 14.48" (368 mm) --- OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.^J 24" (600 mm) 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. MC3500IEPP24BC --- 2.06" (52 mm) 12" (300 mm) 12" (300 mm) MC3500IEPP30BC 30" (750 mm) --- MIN SEPARATION MIN INSERTION NOTE: ALL DIMENSIONS ARE NOMINAL CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. MC-3500 6" INSPECTION PORT DETAIL NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL C CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED NTS FOR A PROPER FIT IN END CAP OPENING. FOR PIPE SIZES GREATER THAN 10" (250 mm) THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE. R Know what's R Know what's REVIEW COMMENT SUMMARY AND RESOLUTION SHEET Submittal: Seattle Galvanization Phase II CODE A. Incorporated B. Open/Under Review Agency/Company/Reviewer C. Evaluated/Not Incorporated D. Beyond Scope/Not Evaluated Robert O'Brien E. Clarify or discuss Submittal Date: 6/21/2016 X. Comment closed Comment Final Dwg No. Specification Correction Disposition Item No. Reviewer or Reference Review Comment Response Verification Page No. Chapter/Section Code (initials) 1 O'Brien Page 3 City of Arlington drainage code has adopted 2012 SWMMWW, please Comment noted. The project now references the (throughout reference 2012 SWMMWW manual. 2012 SWMMWW. A RO report) 2 O'Brien Page 3, 13 DOE Volume III Verify with project geotech or perform infiltration testing per DOE Refer to geotechnical letter located at the end of the A RO Section 3.3 Volume 3 Section 3.3. Geotech investigation should be completed to geotechnical report within Appendix C of the TIR. recommended depth below infiltration facility per DOE. 3 O'Brien Page 5 DOE Volume I Upgrading from gravel to pavement is considered new impervious, in The flow chart has been updated. Section 2.2 addition page 3 references an increase in new impervious surface A RO greater than 5,000 sf. Update flow chart exhibit. 4 O'Brien Page 14 Section 5.2 notes 12,443 sf of roof, where introduction describes Section 5.2 has been revised to separate out the 3,443 sf of roof and a 9,000 sf concrete pad for future construction. impervious area for the future building. A RO When is future building construction proposed? Will roof drainage be constructed with this phase? 5 O'Brien Existing Basin Update exhibit to show entire existing project limits. Exhibit has been updated. A RO Map 6 O'Brien SWPPP Page 6 The 2-year and 10-year peak flow runoff prior to construction are 0.01 The flow rates had been round up to the nearest cfs? Provide clarification, and calculation backup. WWHM results hundredth, the 2-year flow rate has now been round A RO provided in report do not match these values. down to the nearest hundredth. 7 SWPPP appears to propose use of temporary sediment pond, but this A temporary sediment pond is not proposed, the O'Brien SWPPP Page 8 A RO is not depicted on SWPP Plan. SWPPP has been revised accordingly. 8 Recommend showing proposed contours and grading at south end of Grading contours have been shown on sheet C3. site per grading plan. Will additional BMPs such as silt fence be O'Brien SWPP Plan C3 Mulch/jute and hydroseeding or approved equal A RO necessary at toe of slope or show use of BMP C120 per page 11 of will be provided as necessary on slope. SWPPP? 9 Update schedule dates, i.e.. Construction begins in Aug 2016, but is O'Brien SWPPP Page 19 Schedule has been updated. A RO complete in June 2016. 10 Road and Provide more elevation detail to detail 1/4, in particular overflow weir O'Brien Refer to detail 2 on sheet C4. A RO Drainage Plan elevation and how this compares to treatment flow rate. 11 Geotech report states no ground water observed, would remove Road and Groundwater elevation has been removed. A reference to ground water at elevation 112.2 on detail 8/5. The 100 O'Brien Drainage Notes StormTech MC-3500 chamber is now propsoed. A RO year elevation of 121.15 in the facility does not appear to coincide with and Details Refer to plans and report for supplemental manual. 100 year stage elevation from wwhm, please verify. 12 StormTech MC-3500 chamber is now propsoed. Road and O'Brien Refer to plans and report for supplemental A RO Drainage Plan Show RDL connection to infiltration trench. manual.