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HomeMy WebLinkAbout200021-1 /2" x 1-1/2" x 1 /4" GALV. SEAT ANGLE WITH 2" STUDS EMBEDDED IN CONC. CAST IRON TRAP BY NEENAH R3701 OR APPROVED EQUAL NEENAH TYPE A GRATE A COVER CATALOG No. 1 1/2" �-.- R-4999-FX za SOW S=0.005% MIN. N a V ° WWF 04, 4" MIN. ° W1.4XW1.4 (TYP.) 4000 PSI CONCRETE A 25'-0" 1 SCALE: GENERAL SPECIFICATIONS NO. REQ'D: (1) CAPACITY: 550 GALLONS TYPE: HTC, HIGHGUARD, DOUBLE WALL MATERIAL: MILD CARBON STEEL FLOW RATE: 55 GPM GAUGE: BASED ON 60" MAX BURIAL INNER OUTER SHELL- 7 GA. 10 GA. HEADS- 7 GA. 10 OA. SURFACE PREP: SSPC NO.6 BLAST ALL EXTERIOR SURFACES COATING: MATERIAL THICKNESS EXTERIOR- HIGHGUARD (75 MILS) INTERIOR- NONE CONSTRUCTION LAP FIT & WELD ALL EXTERIOR SEAMS OPERATING PRESSURE : ATMOSPHERIC SCALE: NONE SC-740 END CAP SC-740 CHAMBER - 1.5" TO 2" DIA. CRUSHED STONE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE END VIEW DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING SUITABILITY OF SUBGRADE SOILS TYPICAL CROSS-SECTION 8" l ALTERNATE TOP SLAB, REINFORCED TO MEET HEAVY DUTY C.I. MANHOLE DRILL (4)-1 /4" DIA. H-20 LOADING FRAME & COVER ENGRAVED HOLES IN COVER PER CITY/TOWN SPEC. SET FRAME IN FULL r BED OF MORTAR „ _.� -----ADJUST TO REQUIRED GRADE 24 MIN. W/MIN, OF 2 OR MAX. OF 5 RED u BRICK COURSES OR EQUIVALENT z 1" DIA. DROP DIMENSION WITH REINFORCED F FRONT TYPE ,° CONCRETE COLLARS. INLET PIPE v v M.H. STEPS, �; PRECAST REINFORCED CONCRETE - c� CORROSION M.H. CONE SECTION RESIST (TYP.) 1y � It 4" 1'-O" 4" 0I 0 MIN. MIN. 1 1/2- "d U 4'-0" DIA. 2" CLEAR w 1 PROVIDE "V" OPENINGS z a MORTAR ALL JOINTS ° N � °4 5" MIN. 5" MIN. 2'-6 MAX. OUTSIDE OF 2'-0" MIN. 1" COVER i t DIA. PIP PIPE +2" (SUMP CLEARANCE ONLY) 3" MIN. BAR (TYP.) " 1-#3 BAR AROUND OPENINGS 12" COMPACTED FOR PIPES 18" DIAMETER GRAVEL 1-1 /2" MIN. PIPE OPENINGS AND OVER, 1" COVER TO BE PRECAST SECTION A -A 1•-1/2" MIN. IN RISER SECTION 12" CRUSHED STONE 3" MIN. TPRE NOTE: BITUMASTIC S" MIN' SEALANT AS SPECIFIED. N PRECAST UNIT SHALL FILL AT LEAST 75% a 1" COVER --� OF JOINT CAVITY. RUBBER 12" CRUSHED STONE 5" MIN.!_l OR "0" RING SET IN RECESS. B65L DETAIL JOINT DETAILS DRAIN PRECAST CONCRETE DMH SCALE: NONE P LAN WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12% PASSING THE #200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. 4" LOAM & SEED -\ 1 96" MIN. - MAX* PROVIDED EQUIPMENT 1. 150# R.F.S.O. FLANGE W/ 2" FNPT FOR VENT 2. 4"0 FNPT FOR GAUGE WITH PLUG 3. VELOCITY HEAD DIFFUSION BAFFLE 4. WEAR PLATE 5. SEDIMENT CHAMBER 6, UNDERFLOW BAFFLE (REMOVABLE) 7. SLUDGE BAFFLE 8- STRIKER PLATES 9. PARALLEL CORRUGATED PLATE COALESCER. CORELLA PVC PLATES (3" PLATE SPACING) 10. OIL/WATER SEPARATOR CHAMBER 11. 6" THICK PETROSCREEN COALESCER MATERIAL INSTALLED W1 PULL ROD SHIPPED LOOSE 12, STEEL OUTLET DOWNCOMER 13, 18"0 MANWAY WITH NEO-CORK GASKETS. BOLT -ON EXTENSION SHIPPED LOOSE 14. 4"0 FNPT FOR OIL PUMP -OUT WITH INTERNAL PVC PIPE INSTALLED & RISER PIPE SHIPPED LOOSE 15. 2"0 FNPT FOR LEVEL SENSOR WITH RISER PIPE SHIPPED LOOSE 16. LIFTING LUG 17. 2"0 FNPT FOR VENT 18. 2"0 FNPT FOR LEAK SENSOR WITH RISER PIPE SHIPPED LOOSE NOTES 1. POLYURETHANE HIGHGUARD TANK IS NOT APPROVED r Tu cTnonr_c nC WCnTrn PPr)nl1CTS k US. Potent 4�24 2. ,7 W Cumddan Potent 96, ^3 550 GALLON OIL WATER SEPARATOR HTC. HIGHGUARD, DOUBLE WALL i..T� • - 0 6 •� �. (tY�J (�TiT� •r •ITAL�r��1�f:):•� f�,�,� l � Ig�f.;�.� f.;r �.�.3 f.,� � f.•,�-� Cif•. 1 GROUNDWATER f 51" 12" ::� MIN. SCALE: NONE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY 8' (2.4 m) MIN WIDE RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD CATCH BASIN OR MANHOLE 4'-0" MIN. A BEYOND SECTION A -A SMOOTH INVERT L 3 X ROOTBALL DIAMETER �+--- --- 85.4" INSTALLED SC-740 ISOLATOR ROW DETAIL SC-740 CHAMBER I f0 ISOLATOR ROW ZST-FLUSH FLOWS 4.75 BYPASS OUTLET PIPE 12" CRUSHED STONE IETE OR BRICK WEIR CONCRETE OR BRICK SHELF (TYP.) A FLOW -� FRAME &COVER PLAN MANHOLE STEPS DO NOT PRUNE TREE'S LEADER. NO PRUNING OR CUTTING OF THE TREE SHALL BE DONE UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT TRUNK FLARE JUNCTION, PLANT 2"-3" ABOVE FINISHED GRADE. TREE SHALL BE SET PLUMB - REMOVE EXTRA SOIL FROM TRUNK FLARE AND TOP OF ROOTBALL MULCH 3" MIN. KEEP FROM DIRECT CONTACT WITH TRUNK EDGE OF 3" HIGH WATERING SAUCER FINISHED GRADE COMPLETELY REMOVE BURLAP, LACING AND WIRE BASKET FROM TOP 1/2 OF THE ROOTBALL PLANTING SOIL SEE SPECIFICATIONS COMPACTED SUBGRADE ROOT BALL SHALL BE PLACED DIRECTLY ON COMPACTED SUBGRADE NOTE: 1. SEE SPECIFICATIONS FOR ADDITIONAL -1/2" HOT MIX ASPHALT WEARING COURSE f--2-1/2" HOT MIX ASPHALT BINDER COURSE ' ' 4 ;a ! 12" COMPACTED GRAVEL •:• .a:....-. • .. d. : a BORROW BASE y a (M 1.03.0 C) . STANDARD DUTY FLEXIBLE PAVEMENT NOTE: PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF GEOTECHNICAL INVESTIGATIONS ONE NOTES: 1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. NO PRUNING OR CUTTING UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT. 3. SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING. 4, SHRUBS SHALL BE SET PLUMB AND PLANTED SO THAT THE TOP OF THE ROOTBALL IS 1"-2" ABOVE FINISHED GRADE. REQUIREMENTS. 2. SAUCER SHALL BE FLOODED TWICE SPACING VARIES DURING THE FIRST 24 HOURS AFTER SEE PLANS PLANTING. TAIL SHRUB_ PLANTING BED SCALE: 'NONE 51.0" --- ----*�� INSPECTION. PORT SC-740 END : CAP 24" (600 mm) HDPE ACCESS TWO LAYERS OF ADS GEOSYNTHETICS PIPE REQUIRED USE FACTORY 315WTK WOVEN GEOTEXTILE BETWEEN PRE -FABRICATED END CAP FOUNDATION STONE AND CHAMBERS PART #SC740EPE24B 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS MULCH 3" MIN. KEEP FROM DIRECT CONTACT WITH STEMS 2"-3" HIGH WATERING SAUCER REMOVE EXTRA SOIL FROM BASE OF STEMS AND TOP OF ROOTBALL COMPLETELY REMOVE TOP 1/2 BURLAP LACING AND WIRE BASKET. IF CONTAINER GROWN, REMOVE CONTAINER AND LOOSEN ROOTS AT OUTER 1/2" EDGE OF ROOT BALL PLANTING SOIL - CONTINUOUS THROUGHOUT BED 12" MINIMUM DEPTH ADJACENT MATERIALS VARY SEE PLANS ROOT BALL SHALL PLACED DIRECTLY ON COMPACTED SUBGRADE SCARIFY SUBGRADE AND WORK IN PLANTING SOIL IN A 1:1 RATIO COMPACTED SUBGRADE OF Mgss�c a ti� SRIAN YERGATIAN CIVIL 9 N 206 -0 FG� � O,c�.ss,o BRIAN G. YERGATIAN DA E PROFESSIONAL ENGINEER COMMERCIAL DEVELOPMENT 20 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS DECEMBER 6, 2013 SIQN NO. DATE DESC. 1 12/13/13 SOUTHERN DRIVE GRADING 2 12/17/13 DESIGN REVIEW COMMENTS 3 12/27/13 LIGHTING & SIGN LOCATION 4 1/20/14 PLANT PALETTE 5 10/10/19 ROTATE/RESIZE BUILDING 6 10/15/19 UPDATE DRAINGE 7 11/21/19 PER HEALTH DEPT. 8 12/06/19 PER HEALTH DEPT. 9 02/03/20 PER ENGINEERING DEPT. PREPARED FOR: CRAIG WHITTEN P.O. BOX 1210 SOUTH YARMOUTH, MA 02664 (508) 394-5051 BSC P 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2019 13SC Group, Inc. SCALE: AS NOTED FILE: 4977800—SP.dwg DWG. NO: 6225-01 SHEET 2 OF 2 JOB. NO: 4--9778.00