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Home My WebLink AboutFull Set NOI Plans 3-14-2014_201409050924433260SIGN AND POST EXISTING PROPOSED 185 CONTOURS CURBING DIRECT BURIAL CABLE OVERHEAD CABLE BYCL SYEL WGL DYCL SWEL YGL BWLL SWLL CW SL BROKEN YELLOW CENTER LINE (10' LINE, 30' SPACE TYP.) - 4" SOLID YELLOW EDGE LINE WHITE GORE LINE - 12" DOUBLE YELLOW CENTER LINE YELLOW GORE LINE - 12" SOLID WHITE EDGE LINE BROKEN WHITE LANE LINE (10' LINE, 30' SPACE TYP.) SOLID WHITE LANE LINE CROSSWALK STOP LINE - 12" SOLID WHITE CHANNELIZATION LINE - 8"SWCHL SOLID YELLOW CENTER LINE SYCL DOTTED WHITE LANE LINE - 4" (2' LINE, 4' SPACE)DWLL EXISTING PROPOSED LEGEND SIGN AND POST (TWO POSTS) LEGEND "ONLY" - WHITE PAVEMENT ARROW - WHITE JERSEY BARRIER ON BRIDGE OR JERSEY BARRIER JB OR BRJB CB CATCH BASIN CI CURB INLET BUOY FLAG POLE GAS PUMP DI DROP INLET MAIL BOX GRANITE POST PLANTER POST TELEPHONE BOOTH VAULT VALVE WELL ELECTRIC MANHOLE (HANDHOLE) GATE POST FLOW LINE GAS GATE BORING HOLE MONITORING WELL TEST PIT CONCRETE HEADWALL HANDHOLE STONE HEADWALL HYDRANT POLE WITH DOUBLE LIGHT LIGHT POLE COUNTY BOUND GPS POINT CABLE MANHOLE ELECTRIC MANHOLE GAS MANHOLE STONE BOUND TRAVERSE OR TRIANGULATION STATION MISC MANHOLE OTHER MANHOLE SEWER MANHOLE TELEPHONE MANHOLE TRANS. POLE WATER MANHOLE MHD BOUND MONUMENT TOWN OR CITY BOUND WATER GATE TROLLEY POLE OR GUY POLE PM ELECTRICAL GROUND PARKING METER UP W ITH 1 LIGHT UP W ITH FIREBOX UTILITY POLE GATE VALVEGV BUSH TREE SWAMP / MARSH FIRE ALARM BOXFA RIP RAP GUARD RAIL CULVERT STEEL SHEETING RETAINING WALL TREE LINE OR LIMIT OF CLEARING AND GRUBBING BALANCE STONE WALL DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) SEWER MAIN " " ELECTRIC DUCT " " GAS MAIN " " WATER MAIN " " TELEPHONE DUCT " " EXISTING PROPOSED PROPERTY LINE OR APPROXIMATE PROPERTY LINE TOWN OR CITY LAYOUT COUNTY LAYOUT STATE HIGHWAY LAYOUT EASEMENT TOWN OR CITY BOUNDARY LINE RAILROAD SIDELINE FL DRAINAGE MANHOLED STONE DHWL PLANTER CONC. HDWL STUMP BUSH HYD LPDL LPL S VLV ULT UPL UFB WG VLT TPL OR GUY WELL BH CO. BD. BUOY MB FPL MHB MON POST GRAN POST SB TSN TBH TEP TOWN OR CITY BD. DIRECTION OF TRAFFIC FLOW EHH CHAIN LINK FENCE X X X X BANK OF RIVER OR STREAM BORDER OF WETLAND TOP OR BOTTOM OF SLOPE SAWCUT LINE CEDAR SPLIT RAIL FENCE T LIMIT OF EDGE OF PAVEMENT OR COLD PLAN & OVERLAY 100 FT WETLAND OR 200 FT RIVERFRONT BUFFER GENERAL SYMBOLS (CONT.) GUTTER LINE AT DRIVEWAYS PAVEMENT MARKINGS AND SIGNING SYSBOLS GENERAL SYMBOLS 606433-HD2 (LEG).DWG24-Jan-2014606433-HD2 (LEG).DWG24-Jan-2014ABBREVIATIONS AADT ABAN ADJ APPROX. A.C. ACCM PIPE BIT. BC BD. BL BLDG BMP BO BOS BR. CB CBCI CC CCM CEM CI CIP CLF CL CMP CSP CO. CONC CONT CONST CR GR DHV DI DIA DIP DW DWY ELEV (OR EL.) EMB EOP EXIST (OR EX) EXC F&C F&G FDN. FLDSTN GD GG GI GIP GRAN GRAV GRD HDW, HW HMA HOR HYD INV JCT L LB LP LT MAX MH MHB MIN NIC NO. PC PCC P.G.L. PI POC POT PRC PROJ PROP PSB PVI PVT PVMT PWW ANNUAL AVERAGE DAILY TRAFFIC ABANDON ADJUST APPROXIMATE ASPHALT CONCRETE ASPHALT COATED CORRUGATED BITUMINOUS BOTTOM OF CURB BOUND BASELINE BUILDING BEST MANAGEMENT PRACTICE BY OTHERS BOTTOM OF SLOPE BRIDGE CATCH BASIN CATCH BASIN WITH CURB INLET CEMENT CONCRETE CEMENT CONCRETE MASONRY CEMENT CURB INLET CAST IRON PIPE CHAIN LINK FENCE CENTERLINE CORRUGATED METAL PIPE CORRUGATED STEEL PIPE COUNTY CONCRETE CONTINUOUS CONSTRUCTION CROWN GRADE DESIGN HOURLY VOLUME DROP INLET DIAMETER DUCTILE IRON PIPE STEADY DON'T WALK - DRIVEWAY ELEVATION EMBANKMENT EDGE OF PAVEMENT EXISTING EXCAVATION FRAME AND COVER FRAME AND GRATE FOUNDATION FIELDSTONE GROUND GAS GATE GUTTER INLET GALVANIZED IRON PIPE GRANITE GRAVEL GUARD HEADWALL HOT MIX ASPHALT HORIZONTAL HYDRANT INVERT JUNCTION LENGTH OF CURVE LEACHING BASIN LIGHT POLE LEFT MAXIMUM MANHOLE MASSACHUSETTS HIGHWAY BOUND MINIMUM NOT IN CONTRACT NUMBER POINT OF CURVATURE POINT OF COMPOUND CURVATURE PROFILE GRADE LINE POINT OF INTERSECTION POINT ON CURVE POINT ON TANGENT POINT OF REVERSE CURVATURE PROJECT PROPOSED PLANTABLE SOIL BORROW POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY PAVEMENT PAVED WATER WAY R R&D RCP RD RDWY REM RET RET WALL ROW RR R&R R&S RT SB SHLD SMH ST STA SSD SHLO SW T TAN TEMP TC TOS TYP UP VAR VERT VC WCR WG WIP WM X-SECT RADIUS OF CURVATURE REMOVE AND DISPOSE REINFORCED CONCRETE PIPE ROAD ROADWAY REMOVE RETAIN RETAINING WALL RIGHT-OF-WAY RAILROAD REMOVE AND RESET REMOVE AND STACK RIGHT STONE BOUND SHOULDER SEWER MANHOLE STREET STATION STOPPING SIGHT DISTANCE STATE HIGHWAY LAYOUT LINE SIDEWALK TANGENT DISTANCE OF CURVE/ TRUCK PERCENTAGE TANGENT TEMPORARY TOP OF CURB TOP OF SLOPE TYPICAL UTILITY POLE VARIES VERTICAL VERTICAL CURVE WHEELCHAIR RAMP WATER GATE WROUGHT IRON PIPE WATER METER/WATER MAIN CROSS SECTION 1.TOPOGRAPHICAL AND WETLAND INFORMATION FROM A PLAN BY GREENMAN-PEDERSEN, INC. ENTITLED "TOWN OF NANTUCKET - IN-TOWN BIKE PATH" (UNDATED). HORIZONTAL DATUM: NAD83, VERTICAL DATUM: NAVD88. 2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. 3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 4.THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND RESET ALL WATER AND DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK CONFORMING TO M4.05.2. 5.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. 6.TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON APPROVAL OF THE ENGINEER. 7.CONTRACTOR TO INSPECT AND REMOVE PIPE SEDIMENTS AS DIRECTED BY THE ENGINEER WITHIN THE PROJECT LIMITS INCLUDING PIPES THAT DISCHARGE TO SPY POND. 8.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO THE OWNER. 9.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). 10.ALL LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF .01 FOOT PER FOOT (MINIMUM) UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11.ALL EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATION ARE NOT GUARANTEED. 12.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. 13.WETLAND BOUNDARIES ARE BASED ON THE MASSGIS WETLANDS DATA LAYER AND REVIEWED IN THE FIELD BY A VHB ENVIRONMENTAL SCIENTIST. THE BOUNDARIES WERE REVISED AS NEEDED ON THE PLANS TO REFLECT EXISTING CONDITIONS IN THE FIELD. THE JURISDICTIONAL STATUS OF THE WETLAND RESOURCE AREAS WAS DETERMINED DURING THE FIELD INVESTIGATION. 14.CONTRACTOR TO REMOVE INVASIVE SPECIES WITHIN THE PROJECT LIMITS. SEE SPECIAL PROVISION 102.3 GENERAL NOTES PORTLAND ORANGE METAL PIPE HH HAND HOLE GTD GRADE TO DRAIN PVC POINT OF VERTICAL CURVE FES FLARED END SECTION R&D REMOVE AND DISCARD PT POINT OF TANGENCY OCS OUTLET CONTROL STRUCTURE BM BENCH MARK MTRV MONUMENT TRAVERSE POINT HTSET HUB WITH TACK SET FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----2 31 606433 LEGEND, ABBREVIATIONS, & GENERAL NOTES COMPOST FILTER TUBE PRF POST & RAIL FENCE FULL DEPTH PAVEMENT 39 30 31 32 33 34 35 36 37 38 2 0 2122101112131415154 0 4 1 4 2 B E G I N + 0 0 . 0 0 E N D + 5 0 . 0 0 5 0 5 1 5 1 B E G I N + 0 0 . 0 0 E N D + 5 0 . 0 0 606433-HD3 (KEY).DWG24-Jan-2014606433-HD3 (KEY).DWG24-Jan-201450'0 50' SCALE 1" = 50' 100' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----3 31 606433 KEY PLAN STA 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 DEPTH PAVEMENT GRANITE BLOCK PAVEMENT R&R PROP 5'-6" HMA WALK REM TREES (2) REM FENCE 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 5 5)(1&( 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 END CURB P R O P GRAN TRA N S I T I O N R&R CURB CORNER REM TREE BEGIN R&R BALANCED STONE WALL, +09 END R&R BALANCED STONE WALL, +75 R&R EXIST GRAN CURB PROP CEM CONC WALK R&R BOUND SAWCUT RET RET RET RET RET RET PROP FULL PROP 3" AGED PINE BARK MULCH 72 100' WETLAND BUFFER 1 2 3 4 5 LIMIT OF WETLAND 100' YEAR FLOOD ELEVATION 8' RET RET 303 122202110 11 12 13 14 1540414250 5151PC +64 .49PT + 1 1 . 0 8 WETLAND PLANT MATERIAL SCHEDULE KEY BOTANICAL NAME SIZEQTY. 2"-2.5" CALIPERQV2 COMMON NAME Cherry - Kwanzan R&R BALANCED STONE WALL RET EXIST CURB AND BRICK WALK 72 R&R FENCE (BO)BOSPROP TREE PROTECTION (TYP)15'15'15'1 2 'PC +20.39PC +89.89 PT +41.61PT +04.20 10' BEGIN PROP STOCKADE 12" MIN CLEARANCE TO EDGE OF ROAD PROP 4'-6" HMA WALK REM HEDGES RET RET RETMEET EXISTR&R BRICK WALK PROP TOPSOIL PROP GRAN CURB TYPE VB (TYP) END CURB PROP GRAN TRANSITION GRANITE BLOCK PAVEMENT R&R PROP ROADSIDE TREE PROTECTION RET STEPS BOS STOCKADE FENCE, +96 PROP FULL DEPTH PAVEMENT QV (2) COMPOST PROP PROP 2" COMPOST TOPSOIL WITH 2" LOAM AND SEED SEASHELL WALK PROP 2" COMPOST TOPSOIL WITH 2" LOAM AND SEED RET MB(6) REM FENCE, +00 END PROP 606433-HD6 (GEN).DWG24-Jan-2014606433-HD6 (GEN).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----5 31 606433 CONSTRUCTION PLANS HIGHWAY GUARD DETAILS NONE FOR PROFILE: SEE SHEETS NO.8 & 9 TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS SEE UTILITY PLANS DRAINAGE DETAILS SEE UTILITY PLANS CONTINUED ON SHEET NO. 6 STA 21+02.81 GOOSE POND LANE ɔ = STA 30+00.00 IN-TOWN MULTI-USE PATH ɔ REMOVE BOLLARDS RET TREE PROP SPLITTER ISLAND WITH TREES (2) REMOVE WALL WITH FENCE PROP STEEL SHEETING MULTI-USE PATH PROP 10'-0" CONCRETE PAVERS PROP PRECAST 2" COMPOST TOPSOIL PROP 2'-0" SHOULDER PROP FULL DEPTH PAVEMENT BEGIN PROP STEEL SHEETING WALL AND CEDAR RAIL FENCE +12 BEGIN PROP STEEL SHEETING WALL +93BOSMULTI-USE PATH PROP FULL DEPTH BOS BOS BOS BOS 18" CULVERTS (2) RETAIN EXISTING PROP BICYCLE PARKING RACK SHEETING WALL +40 END PROP STEEL PROP FULL DEPTH PAVEMENT COBBLE PAVING AND GRANITE 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) INSTALL STEEL SHEETING TO TOP OF EXISTING CULVERTS MAINTAIN CONTINUOUS PROP TOP OF SHEETING (TYP) PAVEMENT LIMIT OF SALT MARSH LIMIT OF WETLAND 5234 LIMIT OF FULL DEPTH STEEL SHEETING WALL RETRETMEET EXIST FENCE 30 31 32 33 34 35 222 0 2114PI +21.46 PC +64.49 PC +59.70 PC +88.51 PC +41.31 PC +55.92 PT +11.08 PT +82.06 PT +15.15 PT +62.62 QV (1)REMARKSBEGIN PROP CEDAR RAIL FENCE +85 RAIL FENCE +48 END PROP CEDAR EDGING TYPE SB (SEE DETAIL) P C + 2 0 . 3 9 PC +89.89 PT +41.61PT +04.20 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$,/)(1&( 2" COMPOST TOPSOIL PROP 2'-0" SHOULDER WITH 2" LOAM AND SEED PROP 2" COMPOST TOPSOIL WITH 2" LOAM AND SEED WATER MEAN HIGH ELEV = 1.14 WATER MEAN HIGH ELEV = 1.14 WATER ANNUAL HIGH ELEV = 2.31 WATER ANNUAL HIGH ELEV = 2.31 606433-HD6 (GEN).DWG13-Mar-2014606433-HD6 (GEN).DWG13-Mar-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----6 31 606433 CONSTRUCTION PLANS HIGHWAY GUARD DETAILS NONE CONTINUED ONSHEET NO. 5FOR PROFILE: SEE SHEET NO. 9 TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE CONTINUED ONSHEET NO. 7CONTINUED ON SHEET NO. 5 CONCRETE PAVERS PROP PRECAST 2" COMPOST TOPSOIL PROP 2'-0" SHOULDER BOS BOS BOS PROP BICYCLE PARKING RACK SHEETING WALL +40 END PROP STEEL FILTER TUBES PROP COMPOST SAWCUTPROP 6'-0" BENCH (TYP) LINE OF EASEMENT +7 +88 LINE OF EASEMENT WITH 2" LOAM AND SEED DEPTH PAVEMENT PROP FULL LIMIT OF WETLAND REM TREES (2) PROP HMA DRIVE SHEETING WALL +85 END PROP STEEL PROP BOULDER BARRIER (TYP) QV (3) LIMIT OF SALT MARSH 34 35 36 37 38 PI +21.46PC +41.31 PC +55.92PT +62.62 PT +84.36 PT + 4 1 . 2 2 PT +69.66 RETRET QV (1) REM WETLAND PLANT MATERIAL SCHEDULE KEY BOTANICAL NAME SIZEQTY. 2"-2.5" CALIPERQV4 COMMON NAME Oak - Black REMARKS RAIL FENCE +48 END PROP CEDAR PROP SPLITTER ISLAND WITH COBBLE PAVING AND GRANITE EDGING TYPE SB (SEE DETAIL)10'10'10'10' FILTER TUBES PROP COMPOST PROP 4' WIDE 4" DENSE GRADED CRUSHED STONE +43 +51 6 PROP CEDAR RAIL FENCE END PROP CEDAR 5$,/)(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 606433-HD6 (GEN).DWG13-Mar-2014606433-HD6 (GEN).DWG13-Mar-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----7 31 606433 CONSTRUCTION PLANS 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 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NAVD 88 BASE ELEV -20.00 -10 0 10 20 30 -20 -10 0 10 20 30 9+00 10+00 10.3411+00 9.919.4912+00 9.068.6413+00 8.217.7914+00 15+00 16+00 0.17% -0.85% -1.80%MEET EXISTINGN1752366.7063E100386.0271STA 10+58.00LIMIT OF WORKN1752111.6524E100701.4321STA 14+65.00LIMIT OF WORKORANGE STREET SPRUCE STREET BEAR STREET BEAR WAY GOOSE POND LANE STA 20+00.00 GOOSE POND LANE ɔ = STA 13+33.48 ORANGE STREET ɔ EXISTING PROPOSED GRADE GRADE 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 BASE FLOOD 8'PROPOSED GRADEMEET EXIST MEET EXIST GRADE BREAK STA = 10+58.00ELEV = 10.49GRADE BREAK STA = 10+78.00ELEV = 10.52GRADE BREAK STA = 14+20.00ELEV = 7.62GRADE BREAK STA = 14+40.00ELEV = 7.2619+00 20+00 21+00 22+00 23+0019+00 8.3620+00 7.016.3021+00 22+00 23+00 NAVD 88 BASE ELEV -20.00 -10 0 10 20 -20 -10 0 10 20 -2.00%-3.00% -1.03% ORANGE STREET IN-TOWN MULTI-USE PATH GOOSE POND LANE STA 20+00.00 GOOSE POND LANE ɔ = STA 13+33.48 ORANGE STREET ɔ STA 21+02.81 GOOSE POND LANE ɔ = STA 30+00.00 IN-TOWN MULTI-USE PATH ɔ EXISTINGPROPOSED GRADEGRADE BASE FLOOD 8' PROPOSED FULL DEPTH PAVEMENT MEET EXISTINGSTA 21+25.00LIMIT OF WORK67$PROPOSED GRADEGRADE BREAK STA = 20+00.00 ELEV = 8.36 GRADE BREAK STA = 20+15.01 ELEV = 8.06 GRADE BREAK STA = 20+60.00 ELEV = 6.71 GRADE BREAK STA = 21+25.00 ELEV = 6.04 606433-HD6 (PROF).DWG24-Jan-2014606433-HD6 (PROF).DWG24-Jan-2014FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----8 31 606433 PROFILES 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 HIGH POINT ELEV = 6.56 HIGH POINT STA = 31+43.70 PVI STA = 31+70.00 PVI ELEV = 6.61 A.D. = -3.37% K = 17.79 60' VC PVC: 31+40ELEV: 6.55PVT: 32+00ELEV: 5.66227.1' SSD HIGH POINT ELEV = 6.32 HIGH POINT STA = 36+02.30 PVI STA = 36+00.00 PVI ELEV = 6.50 A.D. = -2.48% K = 24.23 60' VC PVC: 35+70ELEV: 6.10PVT: 36+30ELEV: 6.16298.3' SSD NAVD 88 BASE ELEV -20.00 Multi-Use Path -10 0 10 20 -20 -10 0 10 20 29+00 6.2630+00 6.366.4731+00 6.545.6632+00 4.082.8433+00 3.173.8334+00 4.505.1735+00 5.836.3136+00 5.935.3637+00 38+00 39+00 40+00 0.21% -3.16%1.33% -1.14% LOW POINT ELEV = 2.78 LOW POINT STA = 33+12.21 PVI STA = 33+00.00 PVI ELEV = 2.50 A.D. = 4.50% K = 13.34 60' VC PVC: 32+70ELEV: 3.45PVT: 33+30ELEV: 2.90GOOSE POND LANE MULTI-USE PATH EXTENSION WASHINGTON STREET MEET EXISTINGN1752402.3562E101397.6541STA 37+71.00LIMIT OF WORKEXISTING GRADE PROPOSED GRADE STA 21+02.81 GOOSE POND LANE ɔ = STA 30+00.00 IN-TOWN MULTI-USE PATH ɔ IN-TOWN BASE FLOOD 8' ANNUAL HIGH WATER 2.31 MEAN HIGH WATER 1.14 MEAN LOW WATER -1.89 EXISTING GRADE PROPOSED GRADE PROP FULL DEPTH PAVEMENT PROPOSED GRADE606433-HD6 (PROF).DWG24-Jan-2014606433-HD6 (PROF).DWG24-Jan-2014FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----9 31 606433 PROFILES 3 303 12021404142505151 END +99.45PC +20.39 PC +89.89PT +41.61PT +04.20 PC +64 .49PT + 1 1 . 0 8 PC +21.62 7.85' LT BEGIN +00. 0 0 PC +08.45 PT +75.31 END +32.53 10.24 10.21 10.21 10.04 9.82 9.98 9.61 9.79 9.40 9.56 9.19 9.28 8.97 9.06 8.84 8.76 8.55 8.33 8.24 7.97 7.73 7.53 7.19 7.19 7.447.75 7.94 8.04 8.13 8.34 8.55 8.76 8.51 6.766.766.396.396.186.175.955.94STA 50+00.00 SPRUCE STREET ɔ = STA 10+69.29 ORANGE STREET ɔ = STA 40+00.00 BEAR STREET ɔ = STA 12+33.97 ORANGE STREET ɔ = STA 20+00.00 GOOSE POND LANE ɔ = STA 13+33.48 ORANGE STREET ɔ = PC +15.35 15.00' RT PT +26.70 7.73' RT PT +53.89 11.33' RT PC +11.87 3.22' LT PT +14.26 5.19' LT PT +22.26 3.19' LT PC +22.26 0.74' RT PC +11.87 0.78' RT PT +14.26 2.74' RT14.92'8.85'15.00'15.89'15.42'12.40'12.62'12.77'15.00'11.55'1 2 . 0 0 ' 7.73' 6.70 ' 6. 0 0 ' 5.0 0 ' 5. 4 2 ' 10.00'15.00'+82.48 15.00'+05.00 +43.49 +23.95 CONSTRU C T I O N ɔ 14.29'14.77'+25.09 +37.41 PC +46.07 13.80' LT PT +35.68 11.38' LT Curve Table Curve #Delta Radius Length 2.47' GOOSE POND LANE CONSTRUCTION BASELINE DATA NUMBER L5 C3 L6 C4 L7 STARTING STATION 20+00.00 20+20.39 20+41.61 20+89.89 21+04.20 NORTHING 100608.080 100620.740 100628.406 100632.284 100634.449 EASTING 1752204.932 1752220.912 1752240.376 1752288.493 1752302.627 CURVE DATA R=36.00 L=21.22' T=10.93' R=100.00 L=14.31' T=7.17' LINE DATA 1 ( 20.39' 1 ( 48.27' 1 ( 95.25' ENDING STATION 20+20.39 20+41.61 20+89.89 21+04.20 21+99.45 NORTHING 100620.740 100628.406 100632.284 100634.449 100655.564 EASTING 1752220.912 1752240.376 1752288.493 1752302.627 1752395.507 ORANGE STREET CONSTRUCTION BASELINE DATA NUMBER L1 C1 L2 STARTING STATION 10+00.00 13+08.45 14+75.31 NORTHING 100339.085 100588.727 100707.765 EASTING 1752400.771 1752219.610 1752103.522 CURVE DATA R=575.00 L=166.86' T=84.02' LINE DATA 1 : 308.45' 1 : 57.22' ENDING STATION 13+08.45 14+75.31 15+32.53 NORTHING 100588.727 100707.765 100742.527 EASTING 1752219.610 1752103.522 1752058.066 10 11 12 13 14 15 606433-HD7 (ALGN).DWG24-Jan-2014606433-HD7 (ALGN).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----10 31 606433 CURB TIE & GRADING PLANS FOR PROFILE: SEE SHEETS NO.8 & 9 CONTINUED ON SHEET NO. 11 BOS BOS +7 +88 R=50' L=93' 30 31 32 33 34 35 2 0 21END +99 .45 PC +20.39 PC +89.89PT +41.61PT +04.20 PI +21.46 PC +64.49 PC +59.70 PC +88.51 PC +41.31 PC +55.92 PT +11.08 PT +82.06 PT +15.15 PT +62.62PC +21.627.85' LTPC +08.458.247.977.737.537.757.948.046.766.766.396.396.186.175.955.94STA 21+02.81 GOOSE POND LANE ɔ = STA 30+00.00 MULTI-USE PATH ɔ = PC +15.3515.00' RT PT +26.707.73' RT PT +53.8911.33' RTPC +11.873.22' LTPT +14.265.19' LTPT +22.263.19' LTPC +22.260.74' RT0.78' RTPT +14.262.74' RT12.40'12.62'12.00' 7.73'6.70' 6.00' 5.00' 5.42'10.00'10.00'10.00'15.00'14.29'14.77'+25.09+37.41PC +46.0713.80' LTParcel Table Line #/Curve #Length Direction/Delta Radius Tangent MULTI-USE PATH CONSTRUCTION BASELINE DATA NUMBER L8 L9 C5 C6 L10 C7 L11 C8 L12 L13 C9 STARTING STATION 30+00.00 31+11.08 30+64.49 31+59.70 31+82.06 32+88.51 33+15.15 33+41.31 33+62.62 34+21.46 35+55.92 NORTHING 100634.151 100742.684 100696.706 100791.224 100813.453 100918.729 100945.237 100971.372 100992.568 101050.765 101184.206 EASTING 1752301.273 1752324.027 1752316.959 1752326.912 1752329.233 1752345.013 1752347.553 1752348.657 1752350.687 1752359.407 1752375.929 CURVE DATA R=250.00 L=46.58' T=23.36' R=250.00 L=22.36' T=11.19' R=250.00 L=26.64' T=13.33' R=200.00 L=21.30' T=10.66' R=80.00 L=28.43' T=14.37' LINE DATA 1 ( 64.49' 1 ( 48.63' 1 ( 106.45' 1 ( 26.16' 1 ( 58.85' 1 ( 134.46' ENDING STATION 30+64.49 31+59.70 31+11.08 31+82.06 32+88.51 33+15.15 33+41.31 33+62.62 34+21.46 35+55.92 35+84.36 NORTHING 100696.706 100791.224 100742.684 100813.453 100918.729 100945.237 100971.372 100992.568 101050.765 101184.206 101212.448 EASTING 1752316.959 1752326.912 1752324.027 1752329.233 1752345.013 1752347.553 1752348.657 1752350.687 1752359.407 1752375.929 1752374.38714 606433-HD7 (ALGN).DWG24-Jan-2014606433-HD7 (ALGN).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----11 31 606433 CURB TIE & GRADING PLANS CONTINUED ONSHEET NO. 10FOR PROFILE: SEE SHEET NO. 9 CONTINUED ONSHEET NO. 12CONTINUED ON SHEET NO. 10 BOS +7 +88 R=50' L=93' 34 35 36 37 38 END +77.91 PI +21.46PC +41.31 PC +55.92PT +62.62 PT +84 . 3 6 PT +41.22 PT +69.66 PC +79.26 3.87' LT PT +81.65 1.91' LT PT +81.66 2.09' RT PC +79.27 4.06' RT PC +71.26 1.86' LT PT +71.26 2.06' RT10.00'10.00'Parcel Table Line #/Curve #Length Direction/Delta Radius Tangent MULTI-USE PATH CONSTRUCTION BASELINE DATA NUMBER C9 C8 L12 L13 C10 C11 L14 STARTING STATION 35+55.92 33+41.31 33+62.62 34+21.46 35+84.36 36+41.22 36+69.66 NORTHING 101184.206 100971.372 100992.568 101050.765 101212.448 101267.704 101294.717 EASTING 1752375.929 1752348.657 1752350.687 1752359.407 1752374.387 1752381.228 1752389.611 CURVE DATA R=80.00 L=28.43' T=14.37' R=200.00 L=21.30' T=10.66' R=80.00 L=56.87' T=29.69' R=80.00 L=28.43' T=14.37' LINE DATA 1 ( 58.85' 1 ( 134.46' 1 ( 208.25' ENDING STATION 35+84.36 33+62.62 34+21.46 35+55.92 36+41.22 36+69.66 38+77.91 NORTHING 101212.448 100992.568 101050.765 101184.206 101267.704 101294.717 101501.390 EASTING 1752374.387 1752350.687 1752359.407 1752375.929 1752381.228 1752389.611 1752415.200MEET EXISTING606433-HD7 (ALGN).DWG24-Jan-2014606433-HD7 (ALGN).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----12 31 606433 CURB TIE & GRADING PLANS CONTINUED ONSHEET NO. 6FOR PROFILE: SEE SHEET NO. 9 11'11' 4'1 2 ' 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 SWEL DYCL SWEL 8' CWSL R1-1 (30") W11-2 D3-1 D3-3 W16-7p +27 +44 +24 +55 +8 +15 W11-15 W11-15 D3-1 D3-2 SWEL +1510 11 12 13 14 15 15 PC +08.45 PT +75.31 2021PC +20.39PC +89.89 PT +41.61PT +04.20 30404142606433-HD8 (STRP).DWG24-Jan-2014606433-HD8 (STRP).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----13 31 606433 TRAFFIC SIGN & PAVEMENT MARKINGS CONTINUED ON SHEET NO. 14 STA 21+02.81 GOOSE POND LANE ɔ = STA 30+00.00 IN-TOWN MULTI-USE PATH ɔ SLR1-1 (18") R5-3 SYCL R5-3 D3-3 END SYCL +1514PC +08.45222 0 21P C + 2 0 . 3 9 PC +89.89PT +41.61PT +04.20 30 31 32 33 34 35PI +21.46 PC +64.49 PC +59.70 PC +88.51 PC +41.31 PC +55.92 PT +11.08 PT +82.06 PT +15.15 PT +62.62 SYCL 606433-HD8 (STRP).DWG24-Jan-2014606433-HD8 (STRP).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----14 31 606433 TRAFFIC SIGN & PAVEMENT MARKINGS CONTINUED ONSHEET NO. 13CONTINUED ONSHEET NO. 15CONTINUED ON SHEET NO. 13 SLR1-1 (18") SYCL R5-3 +75 39 34 35 36 37 38 PI +21.46PC +41.31 PC +55.92PT +62.62 PT +84.36 PT + 4 1 . 2 2 PT +69.66 R7-1dBEGIN SYC L 606433-HD8 (STRP).DWG24-Jan-2014606433-HD8 (STRP).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----15 31 606433 TRAFFIC SIGN & PAVEMENT MARKINGS CONTINUED ONSHEET NO. 14 R&R UP (BO) ADJ ADJ ADJ(BO) ADJADJ ADJ ADJ ADJ ADJ R&R UP(BO) R&R STA 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 ORANGE STREET DRAINAGE STRUCTURE DATA NO. 1 2 TYPE CB EX DMH STATION 12+38.6 14.0 R 12+38.3 12.1 L RIM ELEV. 8.88 8.95 INV. IN (1) 5.24 INV. OUT 5.38 REMARKS PROP GUY (BO) ADJ PROP EHH PROP THH (BO) PROP CATV HH (BO) GUY(BO) PROP EHH PROP THH (BO) PROP CATV HH (BO) ,1&+(/(&&21'8,7 TYPE NM (4 BANK) ADJ ADJ REM UP(BO)303 122202110 11 12 13 14 15 1540414250 5151PC +20.39PC +89.89PT +41.61PT +04.20 PC +64 .49PT + 1 1 . 0 8 ADJ R&R PROPANE 22' - 12" RCP1 2 ADJ WM ADJ ADJ ADJ ADJ ADJ PROP GUY (BO) TANKS (BO) PROP 2-3" ELEC COND TYPE RM GALVANIZED RISERS AND SWEEPS PROP 2-3" ELEC COND TYPE NM PLASTIC SWEEPS ADJ 606433-HD8 (UTIL).DWG24-Jan-2014606433-HD8 (UTIL).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----17 31 606433 UTILITY PLANS CONTINUED ON SHEET NO. 18 18" CULVERTS (2) RETAIN EXISTING +7 +88 STA 21+02.81 GOOSE POND LANE ɔ = STA 30+00.00 IN-TOWN MULTI-USE PATH ɔ ADJ ADJ INSTALL STEEL SHEETING TO TOP OF EXISTING CULVERTS MAINTAIN CONTINUOUS PROP TOP OF SHEETING (TYP) LIMIT OF FULL DEPTH STEEL SHEETING WALL ADJ30 31 32 33 34 35 222 0 2114P C + 2 0 . 3 9 PC +89.89PT +41.61PT +04.20 PC +64.49 PT +11.08 PC +59.70 PT +82.06 PC +88.51 PT +15.15 PC +41.31 PT +62.62 PI +21.46 PC +55.92 ADJ 606433-HD8 (UTIL).DWG24-Jan-2014606433-HD8 (UTIL).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----18 31 606433 UTILITY PLANS CONTINUED ONSHEET NO. 17CONTINUED ONSHEET NO. 19CONTINUED ON SHEET NO. 17 +7 +88 ADJ 39 34 35 36 37 38 PC +41.31 PT +62.62 PI +21.46 PC +55.92 PT +84 . 3 6 PT + 4 1 . 2 2 PT +69.66 RET ADJ 606433-HD8 (UTIL).DWG24-Jan-2014606433-HD8 (UTIL).DWG24-Jan-201420'0 20' SCALE 1" = 20' 40' FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----19 31 606433 UTILITY PLANS CONTINUED ONSHEET NO. 18 10'-0" HOT MIX ASPHALT 2'-0" GRASS 2'-0" GRASS 5'-0" (TY P ) PATH EDGING TYPE SB (TYP)COBBLE PAVING 2'-0" RADIUS (TYP) MULTI-USE PATH SHLDRSHLDR 12" WHITE STOP LINE WITH COBBLE PAVING SCALE:NOT TO SCALE DWG: DEC 2005DATE: SPLITTER ISLAND BOULDER BARRIERBOULDER BARRIER 9'-0" (TYP)12'-0" (TYP)24" DETECTABLE WARNING PANEL A A SECTION A-A TYPE SB (TYP) VARIOUS SIZES PROP BEACH COBBLES 4" CEMENT MORTAR (M4.02.15) EXIST. EDGE OF ROAD 8'-0"4'-0"8'-0" CEMENT CONCRETE PROP FULL DEPTH MULTI-USE SEE NOTES PAYMENT FOR CEMENT CONCRETE SETTING BED RAISE GRAVEL BORROW 2-IN HIGHER AT CENTER OF ISLAND 1-INCH MAX. COBBLES PROTRUDE 4" (MIN) GRAVEL BORROW NOTE: BE INCLUDED IN THE UNIT PRICE BID FOR GRANITE EDGING. FOR EDGING INSTALLATION SHALL7'-0" (TYP)CEMENT CONCRETE SIDEWALK AT ROADWAY (M/E 107.6.5R) 6" MIN 12" MAX SCALE:SCALE: S-STD. H-STD. NOT TO SCALE BOULDER BARRIER 3/4 - 1 C.Y. STONE BOULDER MACHINE PLACED WITH A MIN. OF 6" EMBEDMENT MULCH OR LOAM & SEED 6" GRAVEL BORROW SUBBASE EXISTING SOIL TO BE SPACED 6' O.C. WHEN MORE THAN ONE NOTE:24"-36"9" (MIN) CONCRETE FOOTING GRADE FINISHED BICYCLE RACK UNITS SHALL CONSIST OF FOUR INVERTED "U" PIPES INVERTED "U" PIPES SHALL BE PLACED PARALLEL TO EACH OTHER CONCRETE SHALL BE 4000 PSI, 3/4 IN, 565 CEMENT CONCRETE 1. 2. 3. NOTES: SCALE: BICYCLE RACK NOT TO SCALE6"(MIN)30 INCHES ON CENTER 16.5"-24" PROP GRAN EDGING PROP GRAN PATH PAVEMENT 30" (TYP)30" CLEAR(TYP)PLAN RACK SYSTEM 4-UNIT BICYCLE 30" CLEAR (TYP)ROOTBALL SHALL BE PLACED ON TREE WRAP SHALL NOT BE USED COMPLETELY REMOVE SYNTHETIC BURLAP & LACING BACKFILL MIX PER SPECIAL PROVISIONS DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE TREE SHALL BE SET PLUMB ABOVE FINISHED GRADE AFTER SETTLEMENT CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT 2-3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES MIN. 2 X ROOTBALL DIAMETER ROOTBALL UNDISTURBED SUBGRADE DO NOT CUT LEADER FROM TRUNK OF TREE) 6 INCHES BELOW ROOTBALL DECIDUOUS TREE PLANTING H-STD. S-STD. SCALE: NOT TO SCALE * EXIST. EDGE OF ROAD BOULDER BARRIER BOULDER BARRIER A A 2'-0" RADIUS (TYP) 10'-0" HOT MIX ASPHALT 2'-0" GRASS MULTI-USE PATH SHOULDER 2'-0" GRASS SHOULDER 5'-0" (T Y P ) PATH 9'-0" 24" DETECTABLE WARNING PANEL (M/E 107.6.5R) 6" MIN 12" MAX CEMENT CONCRETE SIDEWALK AT ROADWAY12'-0" (TYP)COBBLE PAVING EDGING TYPE SB (TYP) PROP GRAN STATION 30+15STATION 36+80 12" WHITE STOP LINE CONCRETE FOOTING 606433-HD5 (DET).DWG24-Jan-2014606433-HD5 (DET).DWG24-Jan-2014FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----22 31 606433 CONSTRUCTION DETAILS * VERTICAL TRANSITION 30" TYP *DRIVEWAY SLOPED TO MEET BACK OF SIDEWALK GRADE PAVEMENT TREATMENT VARIES HMA DRIVE CEM CONC RAMP PROP VERTICAL GRANITE CURB SURFACECEM1.5% SECTION A-A BACK OF SIDEWALK SAWCUT EXIST HMA DRIVE A MIN 30" TYP GUTTER LINE HMA DRIVE DRIVEWAY WIDTH VARIES SAWCUT & MEET EXISTHMA DRIVE BACK OF SIDEWALK LINE A EDGE OF DRIVE EXIST. CURB OR PLAN TRANSITION SECTION - TYP 24" 36" 36" MIN 24" HMA DRIVEWAY 1" LIP DWG: DATE: SCALE: HMA WALK WALK VARIES TYPICAL DRIVEWAY WITH FULL DEPTH PAVEMENT CONSTRUCTION - BEAR WAY NOT TO SCALE APRIL 2003 DRIVE-12 CONC CONC RAMP CEM5'-0" MIN4"X4" PRESSURE TREATED SIGN POST PAINTED "NANTUCKET GRAY"7'-0" TYP*THIS DIMENSION SHALL BE A MINIMUM OF 5' AND A MAXIMUM OF 8' FOR ACCESSIBLE SIGNAGE IN THE COMMONWEALTH OF MASSACHUSETTS. *THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE SIGNAGE. * 2&7<3 Fence Elevation WHITE CEDAR POST Fence Post*32"72"30"GRADE 18" FINISHED PIN AT END POSTS * TREAT THIS SECTION OF POST WITH A WOOD PRESERVATIVE AS SPECIFIED BY THE FENCE MANUFACTURER. 12" CHAMFERED TOP 612" SCALE:SCALE: S-STD. H-STD. NTS CEDAR RAIL FENCE 10"-12" APPROX. SCALE:SCALE: S-STD. H-STD. NTS SIGN POST ATTACH SIGN TO WOOD POST WITH TWO 12" DIA. X 212" LONG GALVANIZED LAG BOLTS AND WASHERS PROPOSED SIGN - SEE PLANS FOR TYPE AND LOCATION FINISH GRADE, MATERIAL VARIES - SEE DRAWINGS 16" DIA. CEMENT CONCRETE FOOTING 36"8' 24" EDGE OF PAVEMENT 12" OF THERMOPLASTIC. (TWO - 6" LINES) WILL BE ACCEPTED. 2. LAYOUT OF CROSSWALKS SHALL BE APPROVED BY A 1. ALL 12" THERMOPLASTIC LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES NANTUCKET DPW REPRESENTATIVE PRIOR TO APPLICATION 12"STOP LINENOTES: 4' CROSSWALK INSTALLATION H-STD. S-STD. SCALE: NOT TO SCALE OR CURB LINE (TYP) 3'-0" MIN EDGE OF HMA BIKE PATH SCALE:SCALE: S-STD. H-STD. NTS TYPE NM (4 BANK) E E C T PROP 3" ELEC CONDUIT TYPE NM - PLASTICSAND2'-6"1'-6"6" DETECTABLE METALLIC WARNING TAPE (ORANGE) 6" DETECTABLE METALLIC WARNING TAPE (RED) PROP PAVEMENT SURFACE 3"3"3"3"6" 3" 3" 3" CONCRETE ENCASED 3" ELECRICAL CONDUIT - E = ELECTRIC T = TELEPHONE C = CABLE TV 1712 10"-12" APPROX. 212"X7" WHITE CEDAR POST WHITE CEDAR HAND-HEWN SPLIT RAIL 7" 2"X6" RAIL SLOT (TYP)40"RAMP CEM CONC 606433-HD5 (DET).DWG24-Jan-2014606433-HD5 (DET).DWG24-Jan-2014FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----23 31 606433 CONSTRUCTION DETAILS DIR E C T I O N O F F L O W COMPOST FILTER TUBE MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE HEIGHT OF 9.5 INCHES. TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR APPROVED BIODEGRADABLE MATERIAL. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER. UNDISTURBED SUBGRADE TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBES INTO EXISTING GRADE. 2 IN. DEEP x 12 IN. WIDE LAYER OF LOOSE COMPOST MATERIAL PLACED ON UPHILL/FLOW SIDE OF TUBES TO FILL SPACE BETWEEN SOIL SURFACE AND TUBES. PROVIDE A 3 FT. MINIMUM OVERLAP AT ENDS OF TUBES TO JOIN IN A CONTINUOUS BARRIER AND MINIMIZE UNIMPEDED FLOW. STAKE JOINING TUBES SNUGLY AGAINST EACH OTHER TO PREVENT UNFILTERED FLOW BETWEEN THEM. SECURE ENDS OF TUBES WITH STAKES SPACED 18 IN. APART THROUGH TOPS OF TUBES. DIRECTION OF FLOW PROTECTED AREALIMIT OF WORK COMPOST FILTER TUBE (TYP.) LOOSE COMPOST LAYER UNTREATED HARDWOOD STAKE (TYP.) 2 INCH X 2 INCH X 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART OR AS REQUIRED TO SECURE TUBES IN PLACE. WHEN STAKING IS NOT POSSIBLE, SUCH AS WHEN TUBES MUST BE PLACED ON PAVEMENT, HEAVY CONCRETE OR CINDER BLOCKS CAN BE USED BEHIND TUBES UP TO 5 FT. APART OR AS REQUIRED TO SECURE TUBES IN PLACE. 3.0 FT. MIN.AREA OF DISTURBANCEINSTALLATION TO OCCUR AT OR WIITHIN LIMIT OF WORK TO PREVENT IMPACTS TO RESOURCE AREAS. DWG: DATE: SCALE: N/A SEPT 2011 NOT TO SCALE COMPOST FILTER TUBES PLAN VIEW - JOIN DETAIL N.T.S. 1.PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRE LARGER TUBE DIAMETER OR ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH LONGER OR STEEPER SLOPES. 2.INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW. 3.DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS. 4.CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MINIMIZE SITE DISTURBANCE AND MAXIMIZE CAPTURE AREA OF STORMWATER RUN-OFF. NOTES: DWG: DATE: SCALE: WHEELCHAIR RAMP 4 STA 20+30 LT NOT TO SCALE OCT 2008 WCR-03 SIDEWALK WIDTH 1.5%ROADWAY* SECTION A-A VARIES (9.0' MIN) 8" GRAVEL BORROW TYPE B A A 7.25 'LEFT S IDETRANSITION PLAN VIEW RAMP CONTROL ȭ OPENING POINT PLAIN CEM CONC GRANITE CURB TRANSITION CURB (TYP) GRANITE TRANSITION WIDTH VARIES CEM CONC WALK (PER MASSDOT CONSTRUCTION DETECTABLE WARNING PANEL STANDARD DETAIL E107.6.5R) 1.5%* MAX CROSS SLOPE "LEVEL LANDING"LOAM & SEEDLOAM & S E E D SLOPE * 1.5%7.5% MAX SLOPE*4" CEM CONC DETECTABLE WARNING PANEL GRANITE BLOCK PAVEMENT H-STD. S-STD. SCALE: NOT TO SCALE SEASHELL WALK H-STD. S-STD. SCALE: NOT TO SCALE PRECAST CONCRETE PAVERS H-STD. S-STD. SCALE: NOT TO SCALE BRICK WALK H-STD. S-STD. SCALE: NOT TO SCALE R&R EXISTING GRANITE BLOCKS 4" STONE DUST 8" GRAVEL BORROW 3" CRUSHED SEASHELLS 6" GRAVEL BORROW PROPOSED PRECAST CONCRETE PAVERS 1" SAND SETTING BED 8" GRAVEL BORROW TYPE I GEOTEXTILE FABRIC R&R EXISTING BRICK 6" CEMENT CONCRETE 6" GRAVEL BORROW MORTAR SETTING BED TYPE VB - 6" REVEAL 606433-HD5 (DET).DWG24-Jan-2014606433-HD5 (DET).DWG24-Jan-2014FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----24 31 606433 CONSTRUCTION DETAILS 7.72 7.68 CONTROL POINT ELEVATION 3 2 TRANSITION LEFT RIGHT ROADWAY GUTTERWIDTHLOCATIONNO. WHEELCHAIR RAMP DATA -0.86% -0.86% NOTES: 1. COMMENTS ON ALL WHEEL CHAIR RAMPS - SEE MASSDOT E107.6.5R DETECTABLE WARNING PANELS SHALL BE INSTALLED 5'-0" 5'-0" 7'-8" 6'-6"6'-9"11.89 RT 13+50.8 3" REVEAL LEFT TRANSITION 4 7.32 -2.09%VARIES --11'-0"6.65 LT 20+31.2 TRANSITION CEM CONC 5' A OBLIQUE VIEW A GRANITE CURB (TYP) DWG: DATE: SCALE: SIDEWALK WIDTH 4.0 ft 1.5% LANDING ROADWAY 7.5% MAX** SECTION A-A RIGHT SIDE TRANSITION LEFT SIDE 1.5% MAX CROSS SLOPE "LEVEL LANDING" REVEAL VARIES RAMP CONTROL POINTGRANITE TRANSITION CURB (TYP) 4" CEM CONC ** * 5.00' TRANSITION CURB (TYP) GRANITE CURB (TYP) DWG: DATE: SCALE: 1.5%* MAX CROSS SLOPE "LEVEL LANDING" RIGHT SI D E TRANSITI O N LEFT SID E TRANSITI O N OBLIQUE VIEW REVEAL VARIES5.5'RAMP CO N T R O L P O I N T A A SIDEWALK WIDTH 1.5%ROADWAY* SECTION A-A PLAIN 5.5' MIN *SLOPE*1.5%* WHEELCHAIR RAMP 3 STA 13+50.8 RT NOT TO SCALE DEC 2011 WCR-01 WHEELCHAIR RAMP 2 STA 13+51.6 LT NOT TO SCALE OCT 2008 WCR-03 13.45 LT 13+51.6 3'-9"CEM CONCWALK CEM CONC WALK CEM CONC GRANITE TRANSITION PLAIN CEM CONC RAMP CONTROL POINT ALONG FACE OF THIS CURVE GUTTER SLOPE MEASURED BUILDINGS, ETC. GRASS OR TRANSITION LENGTH SIDEWALK GRANITE CURB TYPE VB - 6" REVEAL (PER MASSDOT CONSTRUCTION DETECTABLE WARNING PANEL STANDARD DETAIL E107.6.5R)5.0'AT GRADE BREAK IF LESS THAN 5'. PLACE DETECTABLE WARNING PANEL PLACE DETECTABLE WARNING PANEL CORNERS 6" FROM GUTTER IF GREATER THAN 5' AT ANY POINT. DWG: DATE: SCALE:SIDEWALK WIDTHGRAN TRANSITION CURB * WHEELCHAIR RAMP 1 STA 12+43.5 LT NOT TO SCALE DEC 2011 WCR-04 8.541 -0.86%5'-0"7'-8"17.75 LT 12+43.5 -- (PER MASSDOT CONSTRUCTION DETECTABLE WARNING PANEL STANDARD DETAIL E107.6.5R) (PER MASSDOT CONSTRUCTION DETECTABLE WARNING PANEL STANDARD DETAIL E107.6.5R) 8" GRAVEL BORROW TYPE B 4" CEM CONC 8" GRAVEL BORROW TYPE B TRANSITION LENGTH 1.5%ROADWAY* SECTION A-A 4" CEM CONC 8" GRAVEL BORROW TYPE B A A NOTE: SEE MASSDOT CONSTRUCTION STANDARD DETAIL E107.2.1R FOR ADDITIONAL INFORMATION. NOTE: SEE MASSDOT CONSTRUCTION STANDARD DETAIL E107.6.0R FOR ADDITIONAL INFORMATION. NOTE: SEE MASSDOT CONSTRUCTION STANDARD DETAIL E107.3.0R FOR ADDITIONAL INFORMATION. 5.775 -1.00%20'-0"----0.0 RT 30+06.8 6 5.52 -1.00%20'-0"----0.0 LT 36+86.3 WALKHMA WALKȭ OPENIN G ȭ OPENING HOT MIX ASPHALT DETECTABLE WARNING PANEL DETECTABLE WARNING PANEL DETECTABLE WARNING PANEL ȭ OPENING 7.5% MA X SLOPE SLOPE 7.5% MAX 7.5% MAX SLOPE 7.5%* SLOPE SLOPE7.5%7.5% SLOP E 606433-HD5 (DET).DWG24-Jan-2014606433-HD5 (DET).DWG24-Jan-2014FED. AID PROJ. NO.STATE MASS. SHEETS TOTALSHEET NO. PROJECT FILE NO. NANTUCKET IN-TOWN MULTI-USE PATH ----25 31 606433 CONSTRUCTION DETAILS