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HomeMy WebLinkAboutIntown-75-100-Color-Graphic_201407071543400323STA 2 1 + 0 2 . 8 1 GOOSE POND LANE ɔ =STA 3 0 + 0 0 . 0 0 IN - TOWN MU LT I -USE PATH ɔ STA 20+00.00 GOOSE POND LANE ɔ = STA 13+33.48 ORANGE STREET ɔ STA 40+00.00 BEAR STREET ɔ = STA 12+33.97 ORANGE STREET ɔ STA 50+00.00 SPRUCE STREET ɔ = STA 10+69.29 ORANGE STREET ɔ WG WG DEPTH PAVEMENT GRANITE BLOCK PAVEMENT R&R PROP 5'-6" HMA WALK REM TREES (2) PROP GRAN CURB TYPE VB (TYP) PROP FULL DEPTH PAVEMENTSAWCUT SAWCUTPROP FULL DEPTH PAVEMENTBOS PROP MICROMILL AND OVERLAY R&R MB(4) “SAWCUT PROP HMA DRIVE R&R SPLIT RAIL PROP COMPOST FILTER TUBES PROP FULL DEPTH PAVEMENT LESS THAN 4' REM HEDGES REM HEDGES LINE OF EASEMENT LINE OF EASEMENT LINE OF EASEMENT REM HEDGES RET HEDGES 1 2 ' PROP TREE PROTECTION REM TREE BEGIN STONE MASONRY WALL R&R DRY, +09 END STONE MASONRY WALL R&R DRY, +75 R&R EXIST GRAN CURB PROP CEM CONC WALK R&R BOUND SAWCUT RET RET RET RET RET RET PROP FULL PROP 4" AGED PINE BARK MULCH “72“ 100' WETLAND BUFFER 1 2 3 4 5 LIMIT OF WETLAND 100' YEAR FLOOD ELEVATION 8' RET RET STONE MASONRY WALL R&R DRY RET EXIST CURB AND BRICK WALK “72“BOSPROP TREE PROTECTION (TYP)15'15'15'1 2 ' 10' BEGIN PROP STOCKADE 12" MIN CLEARANCE TO EDGE OF ROAD PROP 4'-6" HMA WALK REM RET RET RETMEET EXISTR&R BRICK WALK PROP TOPSOIL PROP GRAN CURB TYPE VB (TYP) END CURB PROP GRAN CURB TRANSITION GRANITE BLOCK PAVEMENT R&R PROP ROADSIDE TREE PROTECTION RET STEPS BOS STOCKADE FENCE, +96 QV (2) COMPOST PROP PROP 2" COMPOST TOPSOIL WITH 2" LOAM AND SEED SEASHELL WALK PROP 2" COMPOST TOPSOIL WITH 2" LOAM AND SEED MB(6) REM FENCE, +00 END PROP RET SAWCUT LAYOUT PROP TOWN ALTERATION LAYOUT PROP TOWN ALTERATION HEDGES LAYOUT PROP TOWN ALTERATION EXIST TOWN L A Y O U T ( 1 7 9 9 ) EXIST TOWN L A Y O U T ( 1 7 9 9 )EXIST TOWN LAYOUT (1799)EXIST TOWN LAYOUT (1966)EXIST TOWN LAYOUT (1966)EXIST TOWN LAYOUT (1799)EXIST TOWN LAYOUT (1799)EXIST TOWN LAYOUT (1799)MEET EXIST CURB CORNER R&R CURB CORNER  “MEET EXIST7 8 9 PROP TOWN BOUND PROP TOWN BOUND PROP TOWN BOUND PROP TOWN BOUND PROP TOWN BOUND )(1&( “RETRET PROP TOWN BOUND PROP TOWN BOUND “COLOR-GRAPHIC-05202014.DWG27-Jun-201420'0 20' SCALE 1" = 20' 40' HIGHWAY GUARD DETAILS NONE FOR PROFILE: SEE SHEETS NO.8 & 9 TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE BELOW DRAINAGE DETAILS SEE BELOW CONTINUED ON SHEET NO. 7 STA 21+02.81 GOOSE POND LANE ɔ = STA 30+00.00 IN-TOWN MULTI-USE PATH ɔ REMOVE BOLLARDS RET TREE TREES (2) REMOVE WALL WITH FENCE PROP STEEL SHEETING MULTI-USE PATH PROP 10'-0" CRUSHED STONE PROP DENSE GRADED 2" COMPOST TOPSOIL PROP 2'-0" SHOULDER PROP FULL DEPTH PAVEMENT BEGIN PROP STEEL SHEETING WALL 8.0' LT AND CEDAR RAIL FENCE +16 BEGIN PROP STEEL SHEETING WALL +93, 8.0' RTBOSMULTI-USE PATH PROP FULL DEPTH BOS BOS BOS BOS 18" CULVERTS (2) RETAIN EXISTING PROP BICYCLE PARKING RACK PROP FULL DEPTH PAVEMENT BOS PROP 6'-0" BENCH (TYP) PROP LINE OF TEMP EASEMENT LINE OF EASEMENT (TYP) +7 +88BOS LINE OF EASEMENT  “ WITH 2" LOAM AND SEED PROP BOULDER BARRIER (TYP) TRIM TREE PROP TREE PROTECTION SHEETING WALL +85 END PROP STEEL QV (3) PAVEMENT LIMIT OF SALT MARSH LIMIT OF WETLAND 5234 RETRETMEET EXIST FENCE (BO) QV (1)BEGIN PROP CEDAR RAIL FENCE +85 12' 12'10'10'+43 +51 BOS PROP COMPOST FILTER TUBES PROP FULL DEPTH MULTI-USE PATH PAVEMENT (SEE DETAIL) PROP CEDAR RAIL FENCE END PROP CEDAR 5$,/)(1&(“ 2" COMPOST TOPSOIL PROP 2'-0" SHOULDER WITH 2" LOAM AND SEED PROP 2" COMPOST TOPSOIL WITH 2" LOAM AND SEED WATER MEAN HIGH ELEV = 1.14 WATER MEAN HIGH ELEV = 1.14 WATER ANNUAL HIGH ELEV = 2.31 WATER ANNUAL HIGH ELEV = 2.31 EXIST TOWN LAYOUT (1-3-2001) END PROP STEEL SHEETING WALL +50 BEGIN PROP STEEL SHEETING WALL +00 END PROP STEEL SHEETING WALL +40, 8.0' LT BEGIN PROP STEEL SHEETING WALL +55 END PROP STEEL SHEETING WALL +60, 8.0' LT END PROP STEEL SHEETING WALL +93, 8.0' RT BEGIN PROP STEEL SHEETING WALL +03, 8.0' RT PROP MODIFIED ROCKFILL98.0' LT 8.0' LT 8.0' LT 8.0' RT CONTRACTOR SHALL ACCURATELY LOCATE EXISTING SEWER. SHEETING MAY BE RELOCATED UP TO A MAXIMUM OF TEN FEET FROM MULTI-USE PATH CENTERLINE (31+00 to 31+50 LEFT) TO AVOID EXISTING SEWER. PROP SPLITTER ISLAND WITH PRECAST CONCRETE PAVERS AND GRANITE EDGING TYPE SB (SEE DETAIL)COLOR-GRAPHIC-05202014.DWG27-Jun-201420'0 20' SCALE 1" = 20' 40' HIGHWAY GUARD DETAILS NONE CONTINUED ONSHEET NO. 5FOR PROFILE: SEE SHEET NO. 9 TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE BELOW DRAINAGE DETAILS SEE BELOW CONTINUED ONSHEET NO. 7 CRUSHED STONE PROP DENSE GRADED 2" COMPOST TOPSOIL PROP 2'-0" SHOULDER BOS BOS BOS PROP BICYCLE PARKING RACK FILTER TUBES PROP COMPOST SAWCUT +27PROP 6'-0" BENCH (TYP) LINE OF EASEMENT +7 +88 LINE OF EASEMENT  “ WITH 2" LOAM AND SEED DEPTH PAVEMENT PROP FULL LIMIT OF WETLAND REM TREES (2) PROP HMA DRIVE SHEETING WALL +85 END PROP STEEL PROP BOULDER BARRIER (TYP) QV (3) LIMIT OF SALT MARSH RETRET QV (1) REM RAIL FENCE +20 END PROP CEDAR 10'10'10'10' “FILTER TUBES PROP COMPOST PROP 4' WIDE DENSE GRADED CRUSHED STONE +43 +51 6 PROP CEDAR RAIL FENCE END PROP CEDAR 5$,/)(1&(“ 2" COMPOST TOPSOIL PROP 2'-0" SHOULDER WITH 2" LOAM AND SEED PROP 2" COMPOST TOPSOIL WITH 2" LOAM AND SEED WATER MEAN HIGH ELEV = 1.14 WATER MEAN HIGH ELEV = 1.14 WATER ANNUAL HIGH ELEV = 2.31 WATER ANNUAL HIGH ELEV = 2.31 EXIST TOWN L A Y O U T ( 1 9 9 6 ) EXIST TOWN L A Y O U T ( 1 9 9 6 ) +89 FOOT PATHMEET EXIST PATH BEGIN PROP STEEL SHEETING WALL +55 END PROP STEEL SHEETING WALL +60, 8.0' LT SHEETING WALL +03, 8.0' RT PROP MODIFIED ROCKFILL 8.0' LT 8.0' RT PROP SPLITTER ISLAND WITH PRECAST CONCRETE PAVERS AND GRANITE EDGING TYPE SB (SEE DETAIL) 20'0 20' SCALE 1" = 20' 40' HIGHWAY GUARD DETAILS NONE CONTINUED ONSHEET NO. 6FOR PROFILE: SEE SHEET NO. 9 TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE BELOW DRAINAGE DETAILS SEE BELOW COLOR-GRAPHIC-05202014.DWG27-Jun-2014 STA 21+02.81 GOOSE POND LANE ɔ =STA 30+00.00 IN-TOWN MULTI-USE PATH ɔSTA 20+00.00 GOOSE POND LANE ɔ =STA 13+33.48 ORANGE STREET ɔSTA 40+00.00 BEAR STREET ɔ =STA 12+33.97 ORANGE STREET ɔSTA 50+00.00 SPRUCE STREET ɔ =STA 10+69.29 ORANGE STREET ɔWG WGREMOVEBOLLARDSRET TREETREES (2)REMOVEWALL WITH FENCEPROP STEEL SHEETINGMULTI-USE PATHPROP 10'-0"CRUSHED STONEPROP DENSE GRADED2" COMPOST TOPSOILPROP 2'-0" SHOULDERPROP FULL DEPTHPAVEMENTBEGIN PROP STEELSHEETING WALL 8.0' LT ANDCEDAR RAIL FENCE +16BEGIN PROP STEELSHEETING WALL +93, 8.0' RTBOSMULTI-USE PATHPROP FULL DEPTHBOSBOSBOSBOS18" CULVERTS (2)RETAIN EXISTINGPROP BICYCLEPARKING RACKFILTER TUBESPROP COMPOSTPROP FULLDEPTH PAVEMENTBOSSAWCUT +27PROP 6'-0" BENCH (TYP)PROP LINE OFTEMP EASEMENTLINE OF EASEMENT(TYP)+7+88BOSLINE OFEASEMENT “WITH 2" LOAM AND SEEDDEPTH PAVEMENTPROP FULLLIMIT OFWETLANDREM TREES (2)PROPHMA DRIVEPROP BOULDERBARRIER (TYP)TRIM TREEPROP TREEPROTECTIONSHEETING WALL +85END PROP STEELPROP BOULDERBARRIER (TYP)QV (3)PAVEMENTLIMIT OFSALT MARSHLIMIT OFSALT MARSHLIMIT OFWETLAND5234RETRETMEET EXISTFENCE (BO)RETRETQV (1)REMBEGIN PROP CEDARRAIL FENCE +85RAIL FENCE +20END PROP CEDAR12'12'10' 10' 10'  “FILTER TUBESPROP COMPOSTPROP 4' WIDEDENSE GRADEDCRUSHED STONE+43+51BOSPROP COMPOSTFILTER TUBES6PROP FULL DEPTHMULTI-USE PATHPAVEMENT (SEE DETAIL)PROP CEDARRAIL FENCE END PROP CEDAR5$,/)(1&(“2" COMPOST TOPSOILPROP 2'-0" SHOULDERWITH 2" LOAM AND SEEDPROP 2" COMPOSTTOPSOIL WITH2" LOAM AND SEEDWATERMEAN HIGHELEV = 1.14WATERMEAN HIGHELEV = 1.14WATERANNUAL HIGHELEV = 2.31WATERANNUAL HIGHELEV = 2.31EXIST TOWN LAYOUT (1996)EXIST TOWN LAYOUT (1996)EXIST TOWNLAYOUT(1-3-2001)+89FOOT PATHMEET EXISTPATHEND PROP STEELSHEETING WALL +50BEGIN PROP STEELSHEETING WALL +00END PROP STEELSHEETING WALL +40, 8.0' LTBEGIN PROP STEELSHEETING WALL +55END PROP STEELSHEETING WALL +60, 8.0' LTEND PROP STEELSHEETING WALL +93, 8.0' RTBEGIN PROP STEELSHEETING WALL +03, 8.0' RTPROP MODIFIEDROCKFILL8 9 PROP MODIFIEDROCKFILL8.0' LT8.0' LT8.0' LT8.0' RTCONTRACTOR SHALL ACCURATELY LOCATEEXISTING SEWER. SHEETING MAY BE RELOCATEDUP TO A MAXIMUM OF TEN FEET FROM MULTI-USEPATH CENTERLINE (31+00 to 31+50 LEFT) TO AVOIDEXISTING SEWER.PROP SPLITTER ISLAND WITH PRECASTCONCRETE PAVERS AND GRANITEEDGING TYPE SB (SEE DETAIL)PROP SPLITTER ISLAND WITH PRECASTCONCRETE PAVERS AND GRANITEEDGING TYPE SB (SEE DETAIL)20'020'SCALE 1" = 20'40'