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Home My WebLink About83-1793 - 5 - Details 2FINISH GRADE BRICK INV. (TYP.) EXISTING 10" DRAI C� UNDISTURBED MATERIAL OR STONE BEDDING BUTYL JOINT SEALANT (TYP.) TYPICAL DOGHOUSE 1 NOT TO SCALE FRAME AND COVER LEBARON FOUNDRY CAT. NO. LT 105 MARKED "DRAIN" 24' DIA I M.H. RUNGS PER SPECS 4'-0" DIA. SET FRAME IN FULL MORTAR BED ADJUST TO GRADE WITH COURSES OF RED CLAY BRICK AND MORTAR (2 COURSES MAX.) -ECCENTRIC CONE SECTION RISER SECTION 5" MIN. I PROPOSED DRAIN PRECAST CONC. SECTION W/ SLOTS FOR EXIST. DRAIN CUT AND REMOVE EXIST. DRAIN f - 4000 LB. NON -SHRINK GROUT (TYP.) 12" STANDARD 26" C.I. FRAME AND COVER LE BARON LK -110 OR EQUAL (DRAIN) 4@12" E.W. / E.F. CAST IN PLACE CONC. BASE 3000 LB CONC. BRICK CHIPS AND MORTAR OR CLASS "A" CEMENT CONCRETE TYPICAL CONCF BUILDING - FOUNDATION ROOF LEADER PIPE BRICKS MAY BE USED BETWEEN FRAME AND TOP COURSE FOR GRADE ADJUSTMENT FRAME TO BE SET IN FULL BED OF CEMENT MORTAR FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 4" FROM Z- FACE OF WALL ALONG CENTERLINE ZA OF PIPE INVERT TO BE INVERTED ARCH WITH BRICKS LAID ON EDGE AS STRETCHERS BASE TO BE CLASS "A" OR "D" CEMENT CONCRETE OR PRECAST CONCRETE SECTIONAL PLATES TE BLOCK DRAIN MANHOLE NOT TO SCALE UNDNTOLF647FORYCA. N. 2G MIN. ELEV. = 8.8' - 3/4"-1%" WASHED STONE NOTE: DRYWELLS SHALL BE A MINIMUM OF 25' FROM ANY SOIL ABSORPTION SYSTEM AND 10' FROM THE FOUNDATION. PRECAST DRYWELL DETAIL N.T.S. FINISH FLOOR EXISTING OUTLET ALUMINUM SUPPORT BRACKET 1-1/2' PVC SCH 40 FORCE MAIN STRAP TO SUPPORT AS NECESSARY NEW PLASTIC SUMP PUMP EXISTING SUMP PIT 2"-5" CONC. SLAB NEW AUDIBLE & LIGHT ALARM EXISTING FOUNDATION LOAM & SEED FINISHED GRADE TO MANHOLE CORE HOLE THROUGH FOUNDATION (KOR-N-SEAL BOOT) 0 COMPACTED CRUSHED - 18"STONE FLOAT SWITCH SET AT FLOOR ELEVATION CHECK VALVE NOTE: 1. FLOAT SWITCH ACTIVATES ALARM LIGHT SIGNALING RISING WATER IN BASEMENT. 2. FLOAT SWITCH TO BE PLACED ON SEPARATE CIRCUIT FROM PUMP. 3. SUMP PUMP AND ALARM SHALL CONNECT TO EXISTING CONTROL PANEL AND CABINET. 4. SUMP PUMP SHALL BE A MYERS SSM33 OR EQUAL, 1/3 HP, SINGLE PHASE, 115 V 7.5, AMPS OR EQUAL. 5. UNDERDRAIN PIPE SHALL BE SDR 35, TYPICAL PUMP SECTION & CLEAN OUT DETAIL �i7_1�t''�y��•1 EXIST. GRADE Ali SELECT BACKFILL - 1'-0" - 45' BEND - 6"x6" PVC WYE 6" PVC "FLAPPER STYLE"� CHECK VALVE PROP. 6" PVC DRAIN NOT TO SCALE PVC STOPPER moo o��v o FLOW FROM FOUNDATION MIN. SLOPE 1/8" /FT TRENCH SUMP PUMP DRAIN/ STONE DRAIN CLEANOUT DETAIL NOT TO SCALE 6" LOAM AND SEED OR APPROVED SLOPE PROTECTION TYPICAL DRAIN TRENCH DETAIL N.T.S. STAKES SHALL BE 2"X2"X10' DRESSED OAK DRIVEN INTO UNDISTURBED EARTH A MINIMUM OF 2 FEET RUBBER HOSE TREE BALL w w TREE PIT PLAN VIEW FOR STAKING TREES UNDER 31NCHES IN CALIPER PLACE GUYS ABOVE FIRST LOWER BRANCHES ENCASE WIRES IN RUBBER HOSE IN CONTACT WITH BARK GUYS SHALL BE DOUBLE STRAND — TWISTED 12 GAGE ANNEALED ZINC COATED WIRE TURNBUCKLES SHALL BE GALVANIZED -\ OR DIP PAINTED WITH A MINIMUM 3" OPENING AND 3/16" DIAMETER SCREW EYES BRIGHT COLORED TAGGING TAPE DEADMEN SHALL BE A - MALLEABLE IRON ANCHORS, 3" MINIMUM OR B -OAK DEADMAN WITH MINIMUM DIMENSIONS OF 4" DIA X18"LONG LEBARON DOUBLE STANDARD CATCH BASIN FRAME AND GRATE OR EQUAL FRAME TO BE SET IN FULL BED OF MORTAR BRICK LEVELING COURSE AS REQUIRED FOR GRADE ADJUSTMENTS (2 MIN. -5 MAX.) RISER 1"CLEAR GUYS TREE PIT TREE BALL MALLEABLE IRON ANCHORS TURNBUCKLE RUBBER HOSE TRUNK TO BE SPIRALLY WRAPPED WITH TWO THICKNESS' OF CRINKLED PAPER CEMENTED TOGETHER WITH BITUMINOUS MATERIAL FROM THE BALL TO THE LOWEST BRANCH WRAPPING MATERIAL SHALL BE HELD IN PLACE WITH SISAL YARN TIED AT THE TOP, BOTTOM, AND CENTER OF WRAPPING MATERIAL TOP OF BALL SHALL BE / AT SAME GRADE AS GROWN IN NURSERY TEMPORARY MOUND OF EARTH AROUND PIT TO RETAIN WATER SLOW RELEASE FERTILIZER AS PER SPECIFICATION A -MALLEABLE IRON ANCHOR SIDES OF PIT SHALL BE BACKFILL SHALL VERTICAL D MADE WITH SETTING MOUNDPREPARED DEPTH OF PIT PLANTING SOIL BOTTOM OF PIT TO BE FLAT SHALL BE 12" DEEPER AND FIRMLY TAMPED WIDTH OF PIT SHALL BE 24 THAN DEPTH OF BALL AROUND BALL IN 6 LARGER THAN THE DIAMETER OF THE INCH LAYERS TREE BALL UQ—TL PROVIDE 1-3" CALIPER RED MAPLE AND 21-5' ARBORVITAE PLACED AT 8' ON CENTER MINIMUM. TREE PLANTING DETAIL NOT TO SCALE C� IPE AS SPECIFIED E8" PROVIDE "V" _ _ _OPENINGS OUTSIDE PIPE DIA. PLUS 2" CLEARANCE OIL/GREASE HOOD \ / MIN. 0.12 SQ. IN. STEEL PER VERTICAL FOOT, PLACED 4'-0" SUMP ACCORDING TO AASHTO DESIGNATION M-199 MORTAR ALL JOINTS -/66"± 1" DIA. 5" MIN. PRECAST CEMENT CONCRETE BASE UNIT PRECAST CONCRETE CATCH BASIN NOT TO SCALE 4 07/13/07 CONSERVATION COMMENTS HMC 3 06/28/07 SITE PLAN REVIEW COMMENTS HMC 2 06/06/07 DRAINAGE IMPROVEMENTS HMC 1 04/04/07 9590 DESIGN No M0 8., 24„+1„ N0. DATE DESCRIPTION o_ =0 6” MIN. N 00 Ia w v MIN. w 6" MIN. 4'-0" DIA. MIN. F Lia o FLOOR OF STRUCTURE TO BE HEADERS LAID FLAT _ A N Gj 2" TYP. ° ov. <. 8 v = z �s BRICK CHIPS AND MORTAR OR CLASS "A" CEMENT CONCRETE TYPICAL CONCF BUILDING - FOUNDATION ROOF LEADER PIPE BRICKS MAY BE USED BETWEEN FRAME AND TOP COURSE FOR GRADE ADJUSTMENT FRAME TO BE SET IN FULL BED OF CEMENT MORTAR FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 4" FROM Z- FACE OF WALL ALONG CENTERLINE ZA OF PIPE INVERT TO BE INVERTED ARCH WITH BRICKS LAID ON EDGE AS STRETCHERS BASE TO BE CLASS "A" OR "D" CEMENT CONCRETE OR PRECAST CONCRETE SECTIONAL PLATES TE BLOCK DRAIN MANHOLE NOT TO SCALE UNDNTOLF647FORYCA. N. 2G MIN. ELEV. = 8.8' - 3/4"-1%" WASHED STONE NOTE: DRYWELLS SHALL BE A MINIMUM OF 25' FROM ANY SOIL ABSORPTION SYSTEM AND 10' FROM THE FOUNDATION. PRECAST DRYWELL DETAIL N.T.S. FINISH FLOOR EXISTING OUTLET ALUMINUM SUPPORT BRACKET 1-1/2' PVC SCH 40 FORCE MAIN STRAP TO SUPPORT AS NECESSARY NEW PLASTIC SUMP PUMP EXISTING SUMP PIT 2"-5" CONC. SLAB NEW AUDIBLE & LIGHT ALARM EXISTING FOUNDATION LOAM & SEED FINISHED GRADE TO MANHOLE CORE HOLE THROUGH FOUNDATION (KOR-N-SEAL BOOT) 0 COMPACTED CRUSHED - 18"STONE FLOAT SWITCH SET AT FLOOR ELEVATION CHECK VALVE NOTE: 1. FLOAT SWITCH ACTIVATES ALARM LIGHT SIGNALING RISING WATER IN BASEMENT. 2. FLOAT SWITCH TO BE PLACED ON SEPARATE CIRCUIT FROM PUMP. 3. SUMP PUMP AND ALARM SHALL CONNECT TO EXISTING CONTROL PANEL AND CABINET. 4. SUMP PUMP SHALL BE A MYERS SSM33 OR EQUAL, 1/3 HP, SINGLE PHASE, 115 V 7.5, AMPS OR EQUAL. 5. UNDERDRAIN PIPE SHALL BE SDR 35, TYPICAL PUMP SECTION & CLEAN OUT DETAIL �i7_1�t''�y��•1 EXIST. GRADE Ali SELECT BACKFILL - 1'-0" - 45' BEND - 6"x6" PVC WYE 6" PVC "FLAPPER STYLE"� CHECK VALVE PROP. 6" PVC DRAIN NOT TO SCALE PVC STOPPER moo o��v o FLOW FROM FOUNDATION MIN. SLOPE 1/8" /FT TRENCH SUMP PUMP DRAIN/ STONE DRAIN CLEANOUT DETAIL NOT TO SCALE 6" LOAM AND SEED OR APPROVED SLOPE PROTECTION TYPICAL DRAIN TRENCH DETAIL N.T.S. STAKES SHALL BE 2"X2"X10' DRESSED OAK DRIVEN INTO UNDISTURBED EARTH A MINIMUM OF 2 FEET RUBBER HOSE TREE BALL w w TREE PIT PLAN VIEW FOR STAKING TREES UNDER 31NCHES IN CALIPER PLACE GUYS ABOVE FIRST LOWER BRANCHES ENCASE WIRES IN RUBBER HOSE IN CONTACT WITH BARK GUYS SHALL BE DOUBLE STRAND — TWISTED 12 GAGE ANNEALED ZINC COATED WIRE TURNBUCKLES SHALL BE GALVANIZED -\ OR DIP PAINTED WITH A MINIMUM 3" OPENING AND 3/16" DIAMETER SCREW EYES BRIGHT COLORED TAGGING TAPE DEADMEN SHALL BE A - MALLEABLE IRON ANCHORS, 3" MINIMUM OR B -OAK DEADMAN WITH MINIMUM DIMENSIONS OF 4" DIA X18"LONG LEBARON DOUBLE STANDARD CATCH BASIN FRAME AND GRATE OR EQUAL FRAME TO BE SET IN FULL BED OF MORTAR BRICK LEVELING COURSE AS REQUIRED FOR GRADE ADJUSTMENTS (2 MIN. -5 MAX.) RISER 1"CLEAR GUYS TREE PIT TREE BALL MALLEABLE IRON ANCHORS TURNBUCKLE RUBBER HOSE TRUNK TO BE SPIRALLY WRAPPED WITH TWO THICKNESS' OF CRINKLED PAPER CEMENTED TOGETHER WITH BITUMINOUS MATERIAL FROM THE BALL TO THE LOWEST BRANCH WRAPPING MATERIAL SHALL BE HELD IN PLACE WITH SISAL YARN TIED AT THE TOP, BOTTOM, AND CENTER OF WRAPPING MATERIAL TOP OF BALL SHALL BE / AT SAME GRADE AS GROWN IN NURSERY TEMPORARY MOUND OF EARTH AROUND PIT TO RETAIN WATER SLOW RELEASE FERTILIZER AS PER SPECIFICATION A -MALLEABLE IRON ANCHOR SIDES OF PIT SHALL BE BACKFILL SHALL VERTICAL D MADE WITH SETTING MOUNDPREPARED DEPTH OF PIT PLANTING SOIL BOTTOM OF PIT TO BE FLAT SHALL BE 12" DEEPER AND FIRMLY TAMPED WIDTH OF PIT SHALL BE 24 THAN DEPTH OF BALL AROUND BALL IN 6 LARGER THAN THE DIAMETER OF THE INCH LAYERS TREE BALL UQ—TL PROVIDE 1-3" CALIPER RED MAPLE AND 21-5' ARBORVITAE PLACED AT 8' ON CENTER MINIMUM. TREE PLANTING DETAIL NOT TO SCALE C� IPE AS SPECIFIED E8" PROVIDE "V" _ _ _OPENINGS OUTSIDE PIPE DIA. PLUS 2" CLEARANCE OIL/GREASE HOOD \ / MIN. 0.12 SQ. IN. STEEL PER VERTICAL FOOT, PLACED 4'-0" SUMP ACCORDING TO AASHTO DESIGNATION M-199 MORTAR ALL JOINTS -/66"± 1" DIA. 5" MIN. PRECAST CEMENT CONCRETE BASE UNIT PRECAST CONCRETE CATCH BASIN NOT TO SCALE 4 07/13/07 CONSERVATION COMMENTS HMC 3 06/28/07 SITE PLAN REVIEW COMMENTS HMC 2 06/06/07 DRAINAGE IMPROVEMENTS HMC 1 04/04/07 9590 DESIGN HMC N0. DATE DESCRIPTION BY PROJECT ADDRESS: 534 WINSLOW GRAY ROAD SOUTH YARMOUTH, MASSACHUSETTS 02664 ASSESSORS MAP 59, PARCEL 44