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HomeMy WebLinkAboutRD-243-10e SKEWED END OPTIMAL HEADWALL C3P,OR PRECAST DRILL 6 DOWEL�� IN FIELD CUT—OFF WALL GIP, OR PRECAST CLOSURE HARDWARE DETAIL CLOSURE WARE DETAIL 6� UP TO JER1 PIEcEs 110N5 GUL F 550 IONS ER6iH U 015 LAY HEADWALL- #4 DOWEL INS CULVERT TOP SLAB NEC #4 STIRRUPS APF 3's CONT, (TYR) SKEWED END SEPARATE TOP SLAB OPTIONAL (SEE NOTE) REBAR (ASTM C850 ONLY) WWF �-B'xB' TYR HAUNCH -WWF JOINT DETAIL WWF_4 II ! WWF W 2 SPAN ¢ ~ w WALL WALL NOTES: THKNS TYPICAL SECTION THKNS 1. DETAIL BASED ON PRECAST UNITS BY CONCRETE SYSTEMS, INC. AN ALTERNATIVE EQUIVALENT BOX CULVERT SYSTEM MEETING THE PROJECT SPECIFICATIONS MAY BE USED UPON APPROVAL BY OWNER AND ENGINEER, 2. WINGWALLS NOT SHOWN ON THIS DETAIL. WINGWALLS ARE REQUIRED AS SPECIFIED ON PLANS. 3. THE USE OF A SEPARATE TOP SLAB OPTION OR ACCESS MANHOLES OPTION IS AT THE DISCRETION OF THE CONTRACTOR. A CONTINUOUS BOX CULVERT, TOP SLAB OPTION, OR SEALABLE ACCESS MANHOLES, MEETING ALL REQUIRED SPECIFICATIONS MAY BE USED TO ASSIST INSTALLATION OF DESIGNED STREAMBED MATERIALS IN A CONSISTENT MANNER. THE FULL CONSTRUCTION OF THE DESIGNED STREAMBED MATERIAL AND STREAMBANKS WITHIN THE CULVERT MUST BE COMPLETED AS SPECIFIED ON PLANS. PRECAST CONCRETE BOX CULVERT WITH SKEWED END NOT TO SCALE a° 18 " -24" TAPERED SECTION HEIGHT OF RISER SECTIONS VARY FROM 1' TO 4' VARIES 5' MIN. D PLAN VIEW 2 4"t1 " -- - 8" MIN. - 5" MIN. — 48 "t 1" DIAMETER SNOUT OR APPROVED EQUAL -T- 4! MIN. PAVEMENT 5" MIN.J SECTION VIEW TYPICAL DEEP SUMP CATCH BASIN DETAIL NOT TO SCALE HANHOLE TO BE SE TO I PRECAST OR C,I,P, COPING PRECAST OR-' Cd,P, FOOTING PRECAST OR C.I.P. CUT -OFF WALL AREBAR (ASTM C850 ONLY) �5 UP TO 9 C Rr PIE 6 1aA GUL�� E S�Odf�N� NO 0 AY G f � d � z Y _ T T KINS TYPICAL SECTION WALL RATE TOP OPTIONAL NOTE) OINT DETAI NOTES: 1.. DETAIL BASED ON PRECAST UNITS BY CONCRETE SYSTEMS, INC. AN ALTERNATIVES EQUIVALENT BOX CULVERT SYSTEM MEETING THE PROJECT SPECIFICATIONS MAY BE USED UPON APPROVAL BY OWNER AND ENGINEER. 2. WINGWALLS NOT SHOWN ON THIS DETAIL. WINGWALLS ARE REQUIRED AS SPECIFIED ON PLANS. 3. THE USE OF A SEPARATE TOP SLAB OPTION OR ACCESS MANHOLES OPTION IS AT THE DISCRETION OF THE CONTRACTOR. A CONTINUOUS BOX CULVERT, TOP SLAB OPTION, OR SEALABLE ACCESS MANHOLES, MEETING ALL REQUIRED SPECIFICATIONS MAY BE USED TO ASSIST INSTALLATION OF DESIGNED STREAMBED MATERIALS IN A CONSISTENT MANNER. THE FULL CONSTRUCTION OF THE DESIGNED STREAMBED MATERIAL AND STREAMBANKS WITHIN THE CULVERT MUST BE COMPLETED AS SPECIFIED ON PLANS. PRECAST CONCRETE BOX CULVERT NOT TO SCALE Tt r O l� 1 A A ELF,: 'a SHELF FLOW, FLOW a q. . SHELF PLAN MANHOLE FRAME & COVER (COVER TO BE STAMPED SEWER) FINISHED GRADE MORTAR ALL JOINTS _ 24" DIA. ADJUST TO GRADE WITH RED BRICK___---'- (2 COURSES MIN. 12 MAX) ADJUST TO GRADE AS PRECAST REINFORCED REQUIRED WITH VITRIFIED CONCRETE CONE 4'-0" CLAY BRICK AND MORTAR COMPRESSED FILLER ALL JOINTS PRECAST REINFORCED CONCRETE RISER SECTIONS NON- SHRINK AS REQUIRED MULTIPLES GROUT (TYP) OF 1',2',3',4',5', & 6' INCOMING PVC SEWER -,---CLEAN OUT LEG ALUMINUM MH STEPS SHALL FLOW 8 "45VYE BRICK DAM BE CONTINUOUS TO BOTTOM 8" 45' ELBOW 8" PVC RISE 4' -0" GASKET WITH STAINLESS CLASS "A" CONC. STEEL CLAMP OUTSIDE ENCASEMENT ; :; OF MANHOLE (TYPICAL) 6" MIN. ALL SIDES (TYP.) - - - - -FLOW 8 1 90° ELBOW I - - - - - -- I --- 12" MIN. 6" BASE OF r CRUSHED STONE SECTION A -A TYPICAL SEWER DROP MANHOLE DETAIL NOT TO SCALE I LIMIT OF PAY EXCAVATION TYPE A GRAVEL BORROW COMPACTED 3600 PSI - 11" - 620 LB FILTER FABRIC -SEE COMPACTED SOIL LIFT STABILIZATION DETAIL 1.5 12" THICK RIPRAP LAYER Z' GEOGRID WRAPPED AROUND EACH COMPOST FILTER SOCK AND ANCHORED 8" DIA. PRE - SEEDED COMPOST SOCK (TYP.) + STREAM DEPTH i EXISTING STREAMBED FIRM SUBGRADE GEOGRID TOED UNDER EACH COMPOST SOCK, EXTENDED MIN. 3 -FT AND STAPLED IN PLACE RIPRAP PAD OUTLET PROTECTION DETAIL NOT TO SCALE 6' 3'0 HALES @ 18' DRILL & GROUT IN #5 BAR IN FIELD BY OTHERS CULVERT BASE SLAB (n #4 BAR LJ > #3 STIRRUPS R 12' I o PRECAST CUTOFF WALL DETAIL NOT TO SCALE PRECAST OR CAST IN -18 PLACE CONCRETE COPING 6" MIN. f18 MAX. I —2" OVERHANG --BATTER 4% TYPE A GRAVEL "t BORROW COMPACTED (OUTSIDE THE LIMITS OF THE DESIGNED STREAMBED MATERIAL) STREAMBED ELEVATION (TYP.) NY; 24" MIN. Y�l I I 4' MIN. CONCRETE J "M I-1 2 " -I 0.5 "H" I- 12 " -I-12 -I NOTES: 1. COPING TO BE PRECAST OR CAST -IN -PLACE CONCRETE OF UNIFORM DEPTH FOR THE ENTIRE LENGTH. 2. 1" BEVEL ALONG EXPOSED EDGES OF COPING, 3. FILL ANNULAR SPACE AROUND BOX CULVERT AND PIPES WITH MORTAR. NOT TO SCALE AV11 OFr bIa?th . 1 'rG ` UII m: � i. v •a _ NOTES NO.I Revision /Issue I Date a COMPREHENSIVE ENVIF'.ONMENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 REVERE STREET & MINUTEMAN BIKEWAY CULVERT REPLACEMENT GENERAL DETAILS Town of Lexington; MA Project No.: 228 -4 Sheet :FEBRUARY 2015 Drawn By: SCS D-1 Checked By: MLL Scale: AS SHOWN 1.4 M R RE CORD Dh' Do-24 WWF �_B'xS' HAUNCH WWF TYP. WWF WWF7, _ WWF WWF - -Ld H c SPAN 1 i lam' T KINS TYPICAL SECTION WALL RATE TOP OPTIONAL NOTE) OINT DETAI NOTES: 1.. DETAIL BASED ON PRECAST UNITS BY CONCRETE SYSTEMS, INC. AN ALTERNATIVES EQUIVALENT BOX CULVERT SYSTEM MEETING THE PROJECT SPECIFICATIONS MAY BE USED UPON APPROVAL BY OWNER AND ENGINEER. 2. WINGWALLS NOT SHOWN ON THIS DETAIL. WINGWALLS ARE REQUIRED AS SPECIFIED ON PLANS. 3. THE USE OF A SEPARATE TOP SLAB OPTION OR ACCESS MANHOLES OPTION IS AT THE DISCRETION OF THE CONTRACTOR. A CONTINUOUS BOX CULVERT, TOP SLAB OPTION, OR SEALABLE ACCESS MANHOLES, MEETING ALL REQUIRED SPECIFICATIONS MAY BE USED TO ASSIST INSTALLATION OF DESIGNED STREAMBED MATERIALS IN A CONSISTENT MANNER. THE FULL CONSTRUCTION OF THE DESIGNED STREAMBED MATERIAL AND STREAMBANKS WITHIN THE CULVERT MUST BE COMPLETED AS SPECIFIED ON PLANS. PRECAST CONCRETE BOX CULVERT NOT TO SCALE Tt r O l� 1 A A ELF,: 'a SHELF FLOW, FLOW a q. . SHELF PLAN MANHOLE FRAME & COVER (COVER TO BE STAMPED SEWER) FINISHED GRADE MORTAR ALL JOINTS _ 24" DIA. ADJUST TO GRADE WITH RED BRICK___---'- (2 COURSES MIN. 12 MAX) ADJUST TO GRADE AS PRECAST REINFORCED REQUIRED WITH VITRIFIED CONCRETE CONE 4'-0" CLAY BRICK AND MORTAR COMPRESSED FILLER ALL JOINTS PRECAST REINFORCED CONCRETE RISER SECTIONS NON- SHRINK AS REQUIRED MULTIPLES GROUT (TYP) OF 1',2',3',4',5', & 6' INCOMING PVC SEWER -,---CLEAN OUT LEG ALUMINUM MH STEPS SHALL FLOW 8 "45VYE BRICK DAM BE CONTINUOUS TO BOTTOM 8" 45' ELBOW 8" PVC RISE 4' -0" GASKET WITH STAINLESS CLASS "A" CONC. STEEL CLAMP OUTSIDE ENCASEMENT ; :; OF MANHOLE (TYPICAL) 6" MIN. ALL SIDES (TYP.) - - - - -FLOW 8 1 90° ELBOW I - - - - - -- I --- 12" MIN. 6" BASE OF r CRUSHED STONE SECTION A -A TYPICAL SEWER DROP MANHOLE DETAIL NOT TO SCALE I LIMIT OF PAY EXCAVATION TYPE A GRAVEL BORROW COMPACTED 3600 PSI - 11" - 620 LB FILTER FABRIC -SEE COMPACTED SOIL LIFT STABILIZATION DETAIL 1.5 12" THICK RIPRAP LAYER Z' GEOGRID WRAPPED AROUND EACH COMPOST FILTER SOCK AND ANCHORED 8" DIA. PRE - SEEDED COMPOST SOCK (TYP.) + STREAM DEPTH i EXISTING STREAMBED FIRM SUBGRADE GEOGRID TOED UNDER EACH COMPOST SOCK, EXTENDED MIN. 3 -FT AND STAPLED IN PLACE RIPRAP PAD OUTLET PROTECTION DETAIL NOT TO SCALE 6' 3'0 HALES @ 18' DRILL & GROUT IN #5 BAR IN FIELD BY OTHERS CULVERT BASE SLAB (n #4 BAR LJ > #3 STIRRUPS R 12' I o PRECAST CUTOFF WALL DETAIL NOT TO SCALE PRECAST OR CAST IN -18 PLACE CONCRETE COPING 6" MIN. f18 MAX. I —2" OVERHANG --BATTER 4% TYPE A GRAVEL "t BORROW COMPACTED (OUTSIDE THE LIMITS OF THE DESIGNED STREAMBED MATERIAL) STREAMBED ELEVATION (TYP.) NY; 24" MIN. Y�l I I 4' MIN. CONCRETE J "M I-1 2 " -I 0.5 "H" I- 12 " -I-12 -I NOTES: 1. COPING TO BE PRECAST OR CAST -IN -PLACE CONCRETE OF UNIFORM DEPTH FOR THE ENTIRE LENGTH. 2. 1" BEVEL ALONG EXPOSED EDGES OF COPING, 3. FILL ANNULAR SPACE AROUND BOX CULVERT AND PIPES WITH MORTAR. NOT TO SCALE AV11 OFr bIa?th . 1 'rG ` UII m: � i. v •a _ NOTES NO.I Revision /Issue I Date a COMPREHENSIVE ENVIF'.ONMENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 REVERE STREET & MINUTEMAN BIKEWAY CULVERT REPLACEMENT GENERAL DETAILS Town of Lexington; MA Project No.: 228 -4 Sheet :FEBRUARY 2015 Drawn By: SCS D-1 Checked By: MLL Scale: AS SHOWN 1.4 M R RE CORD Dh' Do-24