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HomeMy WebLinkAbout822 Route 28 site detail 1SEE SITE PLAN I SEE SITE PLAN _ 1 I� FINISH TO BE BRUSHED #4 BAR 012" E.W.TOP & BOTTOM 2" MIN. COVER zy CONC. SLAB — 4000 PSI CONC.: ° . ° d //CO 4-2 d / \\ 12" COMPACTED PROCESSED GRAVEL FOR SUBBASE (M 1.03.1) /\ COMPACT SUBGRADE REINFORCED CONCRETE DUMPSTER PAD SCALE: NONE CURB 9 OF 'O.9 ►A 6" REVEAL FOR VERTICAL GRANITE CURB AND PRECAST CONCRETE CURB a ° A 3'-0" MIN. LENGTH TRANSITION PIECE - CURB TRANSITION SCALE: NONE FI 4'-0" CONCRETE SLAB BRISTLE —BROOM FINISH VERTICAL CURB 2" (— A *1 5� MIN. I FINISH GRADE 8" COMPACTED GRAVEL \ \ 6"x 6"-10/10 //\ BORROW BASE (M 1.03.0 C) WELDED jam\ DED WIREj� MESH /\COMPACTED SUBGRADE/ \\/ A CONCRETE WALK 1-1/2" HOT MIX ASPHALT WEARING COURSE BE 2" HOT MIX ASPHALT BINDER COURSE TOP JOINT H N SEALED WITH AN EMULSION AND SAND MIX EXIST. PAVEMENT " COMPACTED GRAVEL BORROW 12EXIST. GRAVEL BASE SUBBASE (M.1..03,0...TYPE C).;APPLY TACK COAT OF RS-1 EMULSION TO VERTICAL FACE / 7 7/\ /\ i\ i\ /\ /\\\ OF EXISTING PAVEMENT PRIOR �\ COMPACTED SUBGRADE REMOVE UNSUITABLE TO THE PLACEMENT OF THE MATERIAL AND REPLACE WITH GRAVEL (TYPE NEW HOT MIX ASPHALT A) COMPACTED IN 6" LIFTS CUT EXISTING PAVEMENT IN A NEAT LINE USING SAW CUT METHOD ONLY THROUGH ENTIRE DEPTH OF EXISTING PAVEMENT HOT MIX ASPHALT PAVEMENT JOINTS SCALE: NONE HNIJ)H UKAUt " PR MOLD DIOJOINTIN FILLER THIS HALF OF DOWEL TO BE GREASED MIN. COVER a a , Id ° °d a d G ° d' �#6 EXPANSION DOWEL-24" @ 12"0. C . W EXPANSI ON SLEEVE AT END CONCRETE PAVEMENT JOINT SCALE: NONE MOTE: *SLOPE TOLERANCE FOR CONSTRUCTION = f 0.50% 6" REVEAL—,, T 1/2" PREFORMED JOINT FILLER d ° a a END W.W.M. 2" CLEAR OF EXPANSION JOINT EXPANSION JOINT — SECTION A —A CONTROL/EXPANSION JOINT SPACING WIDTH CJ EJ 4' 5' 25' 5' 5' 25' 6' 6' 24' 7' 5' 28' 8' 4'x4' 24' 9' 4.5'x4.5' 27' 10' 5'x5' 30' CONCRETE SLAB 4'-0" NOTES: BRISTLE —BROOM 1. WALK TO 6" THICK IF FINISH A 1.51 2" SUBJECT TO VEHICULAR LOAD. FINISH GRADE �� %*� MIN. 2. PROVIDE EXPANSION JOINTS //\// °' ° AT MIN. 20 FT O.C. WITH PRE— MOULDED JOINT FILLER. 6"x 6"-10/10 / \\�� WELD MESHED WIRE //\\ 8" COMPACTED GRAVEL \\j 3. PROVIDE CONTROL JOINTS AT \\ BORROW BASE (M 1.03.0 C)` \\j' 5' O.C. Li A CONCRETE WALK 1/2" PREFORMED JOINT FILLER d ° a END W.W.M. 2" CLEAR OF EXPANSION JOINT EXPANSION JOINT — SECTION A —A CONTROL/EXPANSION JOINT SPACING WIDTH CJ EJ 4' 5' 25' 5' 5' 25' 6' 6' 24' 7' 5' 28' 8' 4'x4' 24' 9' 4.5'x4.5' 27' 10' 5'x5' 30' CJ= CONTROL JOINT EJ= EXPANSION JOINT 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 5. CONCRETE SHALL BE 4,000 PSI —TYPE II. *6. CONSTRUCTION TOLERANCE = 0.57. EXPANSION JOINT NOTES: 1. EJ AT ALL INTERSECTIONS WALKS —EVENLY SPACE CJ BETWEEN EJ. 2. EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. CONCRETE WALKWAY, SCALE: NONE \DETAILS\LD\SIDEWALKS & PATHS\WALK (CONC) [EXPANSION JOINT].DWG NOTES: 1. WALK TO 6" THICK IF SUBJECT TO VEHICULAR LOAD. 2. PROVIDE EXPANSION JOINTS AT MIN. 20 FT O.C. WITH PRE — MOULDED JOINT FILLER. 3. PROVIDE CONTROL JOINTS AT 5' O.C. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 5. CONCRETE SHALL BE 4,000 PSI —TYPE II, *6. CONSTRUCTION TOLERANCE = 0.5X EXPANSION JOINT NOTES: 1. EJ AT ALL INTERSECTIONS WALKS —EVENLY SPACE CJ BETWEEN EJ. 2. EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. CONCRETE SIDEWALK SCALE: NONE A Z IL ° a d �... ENCLOSURE W ° d d. a $. Z W ° ° r' in d d M ° C °d. ° 4 d ° d . . o.° ° ° d GATE EXPANSION JOINT --HOT MIX ASPHALT L—.. fENCLOSURE (SEE PLAN A LANDSCAPE PLAN) REINFORCED CONCRETE PAD (SEE DETAIL) 1% MIN SLOPE 44 �,1• :'4i rtw .^+ . S x.i •t COMPACTED SUBGRADE � SECTION A —A 12" COMPACTED GRAVEL D U M P S TE RENCLOSURE BORROW BASE (M 1.03.1) CONDUIT TO BE LOCATED PRIOR TO PLACEMENT OF INISH TO CONCRETE BE BRUSHED 2" MIN. " 8" 6"x6" #10 CLEAR — WIRE WIRE MESH 2" (TYP-) (TYP-) dd 4000 PSI CONC. ° co'GONG. SLAB . FIP 10" GRAVEL BORROW BASE (M 1.03.0 C) 2" / (TYP.)��\//\%/\//�//��% COMPACT SU`BGRADE////�//�//�//�//��//A//A//A (2) #5 REBAR (TYP.) GENERATOR PAD SCALE: NONE NOTE: SHOWN FOR REFERENCE ONLY. GENERATOR PAD TO BE PER GENERATOR COMPANY'S REQUIREMENTS. 6'-0" 1" HOT MIX ASPHALT WEARING COURSE 1-1/2" HOT MIX ASPHALT BINDER COURSE *1.5% 8" COMPACTED COMMON BORROW BASE (M 1.03.0 C) COMPACTED SUBGRADE *CONSTRUCTION TOLERANCE = 0.5% BITUMINOUS CONCRETE WALKWAY 06/08 SCALE: NONE ISSUED FOR PERMITTING NOT FOR CONSTRUCTION BRIAN G. YERGATIAN PROFE SSIONAL EN GINEER M 4/16 /20 DATE WISE LIVING RETIREMENT COMMUNITY 822 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS FEBRUARY 20, 2020 REVISIONS: NO. I DATE DESC. 1 3/3/2020 REMOVE PARKING IN FRONT DR & SPR COMMENTS 2 3/11 /2020 PARKING CALCULATIONS 3 4/6/2020 ZONING RELIEF REQUIRED 4 4/16/2020 PLANNING BOARD REQ'S PREPARED FOR: JOHN HYNES 343 ROUTE 28 WEST YARMOUTH, MA 02673 508-737-9644 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 The BSC Group, Inc. SCALE: AS NOTED FILE: Projects—YAR\49382.02\Civil\Draw\4938202—A2.dwg DWG.: 5923-08 JOB. NO:4-9382.03 — CJ= CONTROL JOINT EJ= EXPANSION JOINT