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001_608413_100% Design PlansROCKY HILL ROAD SIDEWALK BEGIN STA 0+00 N2938339.1949 E341562.7184 ROCKY HILL ROAD SIDEWALK END STA 5+79.99 N2938546.7589 E342028.4343 ROCKY HILL GREENWAY MULTI-USE TRAIL END STA 25+99.87 N2937482.5679 E343496.6877 ROCKY HILL GREENWAY MULTI-USE TRAIL BEGIN STA 0+00.01 N2938622.2072 E341979.9102 608143_HD(TITLE_SHEET).DWG10-Jun-2022 12:03 PMPlotted onFED. AID PROJ. NO.TOTAL SHEETSSTATE MA PROJECT FILE NO. -1 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TITLE SHEET & INDEX LENGTH OF PROJECT = 3166.78 FEET = 0.599 MILES SHEET NO. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED: DIVISION ADMINISTRATOR DATE DATE CHIEF ENGINEER DATE RECOMMENDED FOR APPROVAL APPROVED HIGHWAY ADMINISTRATOR 100% DESIGN SUBMISSION (REV 1) 500 SCALE: 1" = 500' 0 1000 1500 2000 ROCKY HILL GREENWAY MULTI-USE TRAIL PROJECT LOCATION ICE POND DR IVE DESIGN DESIGNATION DESIGN SPEED N/A ADT (2004)N/A ADT (DESIGN YEAR)N/A K N/A D N/A T (PEAK HOUR)N/A T (AVERAGE DAY)N/A DHV N/A DDHV N/A FUNCTIONAL CLASSIFICATION N/A EASTHAMPTON R OAD (R OUTE 10) N NOTE: HORIZONTAL DATUM IS MASS GRID. Sustainable Environmental Solutions www.horsleywitten.com 90 Route 6A Sandwich, MA 02563 508-833-6600 voice 508-833-3150 fax Horsley Witten Group, Inc. ROCK Y HI L L R O A D ( R O U T E 6 6) THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 2020, THE 2017 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS, (AS RELATED TO TRAFFIC STANDARD DETAILS ONLY), THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, WILL GOVERN.OLD WILSON ROADHAMPSHIRE COUNTY HOUSE OF CORRECTIONS VALLEY RECYCLING GROVE STREET 80' ELECTRICAL EASEMENT Sheet List Table Sheet Number Sheet Title 1 TITLE-DOT (DESIGN) 2 LEGEND-DOT (DESIGN) 3 KEY PLAN 4 TYPICAL SECTIONS 5 BASE PLAN (1) 6 BASE PLAN (2) 7 CONSTRCUTION PLANS (1) 8 CONSTRUCTION PLANS (2) 9 CONSTRUCTION PLANS (3) 10 ROCKY HILL GREENWAY PROFILE PLAN (1) 11 ROCKY HILL GREENWAY PROFILE PLAN (2) 12 ROCKY HILL RD SIDEWALK PROFILE 13 GRADING PLAN (1) 14 GRADING PLAN (2) 15 GRADING PLAN (3) 16 SIGNS AND MARKINGS PLAN (1) 17 SIGNS AND MARKINGS PLAN (2) 19 TRAFFIC SIGNAGE DETAILS 20 TRAFFIC MANAGEMENT (1) 21 TRAFFIC MANAGEMENT (2) 22 DETAILS (1) 23 DETAILS (2) 24 DETAILS (3) 25 DETAILS (4) 26 LANDSCAPE PLAN (1) 27 LANDSCAPE PLAN (2) 28 LANDSCAPE DETAILS 29 CROSS SECTIONS - ROCKY HILL SIDEWALK (1) 30 CROSS SECTIONS - ROCKY HILL SIDEWALK (2) 31 CROSS SECTIONS - ROCKY HILL SIDEWALK (3) 32 CROSS SECTIONS - MULTI USE TRAIL 33 CROSS SECTIONS - MULTI USE TRAIL (2) 34 CROSS SECTIONS - MULTI USE TRAIL (3) 35 CROSS SECTIONS - MULTI USE TRAIL (4) 36 CROSS SECTIONS - MULTI USE TRAIL (5) 37 CROSS SECTIONS - MULTI USE TRAIL (6) 38 CROSS SECTIONS - MULTI USE TRAIL (7) 39 CROSS SECTIONS - MULTI USE TRAIL (8) 40 CROSS SECTIONS - MULTI USE TRAIL (9) 41 CROSS SECTIONS - MULTI USE TRAIL (10) 42 CROSS SECTIONS - MULTI USE TRAIL (11) 43 CROSS SECTIONS - MULTI USE TRAIL (12) 44 CROSS SECTIONS - MULTI USE TRAIL (13) 45 CROSS SECTIONS - MULTI USE TRAIL (14) 46 CROSS SECTIONS - MULTI USE TRAIL (15) 47 CROSS SECTIONS - MULTI USE TRAIL (16) NEW HAVEN AND NORTHAMPTON CANAL GREENWAY DATE DESCRIPTION REV # 08/04/2016 25% DESIGN SUBMISSION 1 11/27/2017 25% DESIGN SUBMISSION (REV 1)2 12/10/2019 75% DESIGN SUBMISSION 3 05/12/2020 75% DESIGN SUBMISSION (REV 1)4 12/18/2020 100% DESIGN SUBMISSION 5 06/10/2022 100% DESIGN SUBMISSION (REV 1)6 608143_HD(LEGEND_&_NOTES).DWG10-Jun-2022 12:03 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -2 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 LEGEND TRAFFIC SYMBOLS EXISTING PROPOSED DESCRIPTION CONTROLLER PHASE ACTUATED TRAFFIC SIGNAL HEAD (SIZE AS NOTED) WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED) VIDEO DETECTION CAMERA MICROWAVE DETECTOR PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT VEHICULAR SIGNAL HEAD VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED FLASHING BEACON PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED) RAILROAD SIGNAL SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED) MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) HIGH MAST POLE OR TOWER SIGN AND POST SIGN AND POST (2 POSTS) MAST ARM WITH LUMINAIRE OPTICAL PRE-EMPTION DETECTOR CONTROL CABINET, GROUND MOUNTED CONTROL CABINET, POLE MOUNTED FLASHING BEACON CONTROL AND METER PEDESTAL LOAD CENTER ASSEMBLY PULL BOX 12"x12" (OR AS NOTED) ELECTRIC HANDHOLE 12"x24" (OR AS NOTED) TRAFFIC SIGNAL CONDUIT PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE STOP LINE CROSSWALK SOLID WHITE LINE SOLID YELLOW LINE BROKEN WHITE LINE BROKEN YELLOW LINE DOTTED WHITE LINE DOTTED YELLOW LINE DOTTED WHITE LINE EXTENSION DOTTED YELLOW LINE EXTENSION DOUBLE WHITE LINE DOUBLE YELLOW LINE ABBREVIATIONS GENERAL AADT ANNUAL AVERAGE DAILY TRAFFIC ABAN ABANDON ADJ ADJUST APPROX. APPROXIMATE A.C.ASPHALT CONCRETE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE BIT.BITUMINOUS BC BOTTOM OF CURB BD.BOUND BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BR.BRIDGE BVW BORDERING VEGETATED WETLAND CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CC CEMENT CONCRETE CCM CEMENT CONCRETE MASONRY CEM CEMENT CI CURB INLET CIP CAST IRON PIPE CLF CHAIN LINK FENCE CL CENTERLINE CMP CORRUGATED METAL PIPE CSP CORRUGATED STEEL PIPE CO.COUNTY CONC CONCRETE CONT CONTINUOUS CONST CONSTRUCTION CR GR CROWN GRADE DHV DESIGN HOURLY VOLUME DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DW STEADY DON'T WALK - PORTLAND ORANGE DWY DRIVEWAY ELEV (or EL.)ELEVATION EMB EMBANKMENT EOP EDGE OF PAVEMENT EXIST (or EX)EXISTING EXC EXCAVATION F&C FRAME AND COVER F&G FRAME AND GRATE FDN. FOUNDATION FLDSTN FIELDSTONE GAR GARAGE GD GROUND GG GAS GATE GI GUTTER INLET GIP GALVANIZED IRON PIPE GRAN GRANITE GRAV GRAVEL GRD GUARD HDW HEADWALL HMA HOT MIX ASPHALT HOR HORIZONTAL HYD HYDRANT INV INVERT JCT JUNCTION L LENGTH OF CURVE LB LEACH BASIN LOD LIMIT OF DISTURBANCE LP LIGHT POLE LT LEFT MAHW MEAN ANNUAL HIGH WATER MAX MAXIMUM MB MAILBOX MH MANHOLE MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM NIC NOT IN CONTRACT NO.NUMBER OCS OUTLET CONTROL STRUCTURE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.G.L. PROFILE GRADE LINE PI POINT OF INTERSECTION POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PROJ PROJECT PROP PROPOSED PSB PLANTABLE SOIL BORROW PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION ABBREVIATIONS (cont.) GENERAL PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT PWW PAVED WATER WAY R RADIUS OF CURVATURE R&D REMOVE AND DISPOSE RCP REINFORCED CONCRETE PIPE RD ROAD RDWY ROADWAY REM REMOVE RET RETAIN RET WALL RETAINING WALL ROW RIGHT OF WAY RR RAILROAD R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT SB STONE BOUND SHLD SHOULDER SMH SEWER MANHOLE ST STREET STA STATION SSD STOPPING SIGHT DISTANCE SHLO STATE HIGHWAY LAYOUT LINE SW SIDEWALK T TANGENT DISTANCE OF CURVE/TRUCK % TAN TANGENT TEMP TEMPORARY TC TOP OF CURB TOS TOP OF SLOPE TYP TYPICAL UP UTILITY POLE VAR VARIES VERT VERTICAL VC VERTICAL CURVE WCR WHEEL CHAIR RAMP WF WETLAND FLAG WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN X-SECT CROSS SECTION TRAFFIC SIGNAL CAB. CABINET CCVE CLOSED CIRCUIT VIDEO EQUIPMENT DW STEADY DON'T WALK FDW FLASHING DON'T WALK FR FLASHING CIRCULAR RED FRL FLASHING RED LEFT ARROW FRR FLASHING RED RIGHT ARROW FY FLASHING CIRCULAR AMBER FYL FLASHING AMBER LEFT ARROW FYR FLASHING AMBER RIGHT ARROW G STEADY CIRCULAR GREEN GL STEADY GREEN LEFT ARROW GR STEADY GREEN RIGHT ARROW GSL STEADY GREEN SLASH LEFT ARROW GSR STEADY GREEN SLASH RIGHT ARROW GV STEADY GREEN VERTICAL ARROW OL OVERLAP PED PEDESTRIAN PTZ PAN, TILE, ZOOM R STEADY CIRCULAR RED RL STEADY RED LEFT ARROW RR STEADY RED RIGHT ARROW TR SIG TRAFFIC SIGNAL TSC TRAFFIC SIGNAL CONDUIT W STEADY WALK Y STEADY CIRCULAR AMBER YL STEADY AMBER LEFT ARROW DBYL DBWL BWL SWL CW ONLY SL DYLEx DWLEx DYL BYL DWL SYL 20' 20' 1 M* RRSG GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE POST CIRCULAR WELL ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT LIGHT POLE COUNTY BOUND GPS POINT CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE PARKING METER SILT SACK OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) BALANCED STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD PEDESTRIAN BARRIER HAY BALES/SILT FENCE TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT COMPOST SOCK TURTLE FENCE / SILT FENCE COMPOST FILTER TUBE TREE REMOVAL LIMIT OF DISTURBANCE JB CB FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM CB SF 20' CFT ROCKY HILL GREENWAY END STA 25+99.87 N2937482.5679 E343496.6877 ROCKY HILL RD SIDEWALK END STA 5+79.96 N2938546.7589 E342028.4343 CROSSWALK BEGIN STA 0+00 N2938360.9260 E341500.7297 ROCKY HILL RD SIDEWALK BEGIN STA 0+00 N2938339.1949 E341562.7184XCROSSWALK END STA 1+03.90 N2938348.1808 E341573.1937 ROCKY HILL GREENWAY BEGIN STA 0+00 N2938622.8262 E341980.8583 608143_HD(LAYOUT).DWG8-Jun-2015 12:12 PMPlotted on80 SCALE: 1" = 80' 0 200 300 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -3 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 KEY PLAN HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE NSEE SHEET 7 & 13 SEE SHEET 9 & 1 5 SEE SHEET 8 & 14ROCKY HILL ROADN E W H A V E N A N D N O R T H A M P T O N C A N A L G R E E N W A Y 608143_HD(DETAILS).DWG10-Jun-2022 12:04 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -4 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TYPICAL SECTIONS PAVEMENT TYPE 1 NOTES PROPOSED FULL DEPTH PAVEMENT SURFACE COURSE: 1 1/2" SUPERPAVE - 9.5 (SSC-9.5) OVER INTERMEDIATE COURSE: 2 LIFTS OF 2" SUPERPAVE - 12.5 (SIC-12.5) OVER BASE:8" GRAVEL BORROW (M1.03.0 TYPE B) TYPICAL 16' ROCKY HILL GREENWAY MULTI-USE TRAIL / DRIVEWAY CROSS SECTION STA 1+00.00 TO 7+77.39 NOT TO SCALE TYPICAL 10' ROCKY HILL GREENWAY MULTI-USE TRAIL W/ SWALE CROSS SECTION STA 10+35.83 TO STA 13+85.99 NOT TO SCALE TYPICAL 10' ROCKY HILL GREENWAY MULTI-USE TRAIL W/ SWALE CROSS SECTION STA 23+05.30 TO STA 25+39.50 NOT TO SCALE 10' PAVED TRAIL ℄ 1.5% 1.5' WIDE VEGETATED GRASS SWALE 9" TYP. 2'2'6' TYP. 10' PAVED TRAIL ℄ COMPACTED BASE (SEE PAVEMENT TYPE 2 DETAIL) 1.5% 1.5' WIDE VEGETATED GRASS SWALE 9" TYP. 2'2'6' TYP. 2:1 MAX. SIDE SLOPE TO EXISTING GRADE. 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) 16' PAVED TRAIL ℄ 1.5% GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) 3:1 MAX. SIDE SLOPE TO EXISTING GRADE. 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS)COMPACTED BASE (SEE PAVEMENT TYPE 1 DETAIL) 2'2' TYPICAL 10' ROCKY HILL GREEN WAY MULTI-USE TRAIL CROSS SECTION STA 7+77.39 TO 10+35.83 STA 13+85.99 TO STA 15+50.00 STA 25+39.50 TO 26+00.00 NOT TO SCALE 10' PAVED TRAIL ℄ 1.5% COMPACTED BASE (SEE PAVEMENT TYPE 2 DETAIL) 2'2' TYPICAL ROCKY HILL ROAD SIDEWALK W/ RETAINING WALL CROSS SECTION STA 4+80.00 TO STA 5+69.00 NOT TO SCALE 8' PAVED SIDEWALK 1:6 MAX ℄ 3.5' MAX BLOCK RETAINING WALL 8" OF GRAVEL BORROW (M1.03.0 TYPE b) SHOULDER WOOD PEDESTRIAN BARRIER COMPACTED SUBBASE (SEE PAVEMENT TYPE 2 DETAIL) 1.5% MATCH TO EXISTING GRADE TYPICAL ROCKY HILL ROAD SIDEWALK CROSS SECTION STA 0+00.00 TO STA 2+19.00 STA 3+50.00 TO STA 4+80.00 NOT TO SCALE 8' PAVED SIDEWALK 1:6 MAX ℄ 2' COMPACTED SUBBASE (SEE PAVEMENT TYPE 2 DETAIL) 1.5% MATCH TO EXISTING GRADE TYPICAL ROCKY HILL ROAD SIDEWALK W/ MODIFIED STONE CROSS SECTION STA 2+19.00 TO STA 3+50.00 NOT TO SCALE 1' +/- HEIGHT VARIES (4' MAX) ROCKY HILL RD SIDEWALK ROCKY HILL GREENWAY MULTI-USE TRAIL REMOVE AND RESET EXISTING CURB EXISTING PAVEMENT 4' SHOULDEREXISTING TRAVEL LANE VARIES FROM 11' TO 12' EXISTING TRAVEL LANE VARIES FROM 11' TO 12' EXISTING 5' BIKE LANE EXISTING GRASS SHOULDER TYPICAL 10' ROCKY HILL GREEN WAY MULTI-USE TRAIL W/ WOOD BARRIER CROSS SECTION STA 15+50.00 TO 20+76.10 NOT TO SCALE 10' PAVED TRAIL ℄ 1.5% 2'2' WOOD PEDESTRIAN BARRIER VARIES SEE PLAN FOR LOCATION ℄ NOTES: 1. EXISTING ROAD CROSS SECTION VARIES CONTRACTOR TO VERIFY IN THE FIELD. 2. NO CONSTRUCTION IS PROPOSED IN THE EXISTING ROAD. 3. 0.5% TOLERANCE FOR CONSTRUCTION OF PATH CROSS SLOPES. NOTES: 1. EXISTING ROAD CROSS SECTION VARIES CONTRACTOR TO VERIFY IN THE FIELD. 2. NO CONSTRUCTION IS PROPOSED IN THE EXISTING ROAD. 3. 0.5% TOLERANCE FOR CONSTRUCTION OF PATH CROSS SLOPES. PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) 6" X 18" GRANITE CURB 8' PAVED SIDEWALK 1:1 MAX℄ 2.5' MAX 12" DEPTH MODIFIED ROCKFILL SLOPE STABILIZATION COMPACTED SUBBASE (SEE PAVEMENT TYPE 2 DETAIL) 1.5% MATCH TO EXISTING GRADE REMOVE AND RESET EXISTING CURB EXISTING PAVEMENT 4' SHOULDEREXISTING TRAVEL LANE VARIES FROM 11' TO 12' EXISTING TRAVEL LANE VARIES FROM 11' TO 12' EXISTING 5' BIKE LANE EXISTING GRASS SHOULDER ℄ PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) 6" X 18" GRANITE CURB GENERAL PAVEMENT NOTES: 1. SUB-GRADE (EXISTING MATERIAL) SHALL CONSIST OF GRANULAR MATERIAL - GRAVEL, CRUSHED STONE, RECLAIMED MATERIAL OR A COMBINATION OF THESE MATERIALS. EXCAVATE SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL FROM ALL PAVED AREAS PRIOR TO SUB-BASE INSTALLATION. 3. COMPACT SUB-GRADE FILL TO 95% COMPACTION. 4. COMPACT BASE COURSE TO 95% COMPACTION. 5. SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. 6. SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE. 7. SWEEP CLEAN THE INTERMEDIATE COURSE SURFACE BY A STREET SWEEPING MACHINE AND APPLY A TACK COAT PER SPECIFICATIONS, PRIOR TO INSTALLING THE SURFACE COURSE. PAVEMENT TYPE 1 DETAIL 16' MULTI-USE TRAIL AND PARKING LOT NOT TO SCALE APPROVED SUB-BASE BASE COURSE: 8" GRAVEL BORROW (M1.03.0 TYPE B) SURFACE COURSE: 1 1/2" SUPERPAVE (SSC-9.5)INTERMEDIATE COURSE: 2 LIFTS OF 2" SUPERPAVE (SIC-12.5) TACK COAT NOTES: 1. 0.5% TOLERANCE FOR CONSTRUCTION OF PATH CROSS SLOPES. NOTES: 1. 0.5% TOLERANCE FOR CONSTRUCTION OF PATH CROSS SLOPES. GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) 1.5' PAVEMENT TYPE 2 DETAIL SIDEWALK AND 10' MULTI-USE TRAIL NOT TO SCALE COMPACTED BASE (SEE PAVEMENT TYPE 2 DETAIL) COMPACTED BASE (SEE PAVEMENT TYPE 2 DETAIL) 6" THICK LAYER OF 3/4" CRUSHED STONE (M2.01.4) NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) BENEATH STONE 8" OF DENSE GRADED CRUSHED STONE (M2.01.7) LEVELING PAD NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) 1-1/2" CRUSHED STONE (M2.01.1) TO EXTEND AT LEAST 12" BEHIND BLOCKS. SEE RETAINING WALL DETAIL FOR INTERACTION WITH WOODEN POST GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) 1 2 MAX 1 2 MAX APPROVED SUB-BASE BASE COURSE: 8" GRAVEL BORROW (M1.03.0 TYPE B) SURFACE COURSE: 1 1/2" SUPERPAVE (SSC-9.5)INTERMEDIATE COURSE: 2" SUPERPAVE (SIC-12.5) TACK COAT PAVEMENT TYPE 2 NOTES PROPOSED FULL DEPTH PAVEMENT SURFACE COURSE: 1 1/2" SUPERPAVE - 9.5 (SSC-9.5) OVER INTERMEDIATE COURSE: 2" SUPERPAVE - 12.5 (SIC-12.5) OVER BASE:8" GRAVEL BORROW (M1.03.0 TYPE B)WOOD PEDESTRIAN BARRIER VARIES SEE PLAN FOR LOCATION PAVED SURFACE (SEE PAVEMENT TYPE 1 DETAIL) PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) SAWCUT SAWCUT 3:1 MAX. SIDE SLOPE TO EXISTING GRADE. 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) 3:1 MAX. SIDE SLOPE TO EXISTING GRADE. 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) 3:1 MAX. SIDE SLOPE TO EXISTING GRADE. 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) TYP. EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) BLOCK RETAINING WALL MATCH TO EXISTING GRADE 1' +/- HEIGHT VARIES (4' MAX) DENSE GRADED CRUSHED STONE (M2.01.7) LEVELING PAD NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) 1-1/2" CRUSHED STONE (M2.01.1) TO EXTEND AT LEAST 12" BEHIND BLOCKS. SEE RETAINING WALL DETAIL FOR INTERACTION WITH WOODEN POST COMPACTED BASE (SEE PAVEMENT TYPE 1 DETAIL) PAVED SURFACE (SEE PAVEMENT TYPE 1 DETAIL) WOOD PEDESTRIAN BARRIER 2.9' GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) 2' 0.6' TYPICAL 10' ROCKY HILL GREEN WAY MULTI-USE TRAIL W/ WOOD BARRIER (ONE SIDE) CROSS SECTION STA 20+76.10 TO 23+05.30 NOT TO SCALE 10' PAVED TRAIL ℄ 1.5% 2'2' GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) GRASS SHOULDER 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) COMPACTED BASE (SEE PAVEMENT TYPE 2 DETAIL) PAVED SURFACE (SEE PAVEMENT TYPE 2 DETAIL) 3:1 MAX. SIDE SLOPE TO EXISTING GRADE. 4" LOAM (M1.05.0) AND SEED (SEE LANDSCAPE PLANS) EXISTING GRADE WOOD PEDESTRIAN BARRIER VARIES SEE PLAN FOR LOCATION 18' PARKING STALL 18' PARKING STALL21' PARKING AISLE 0.25' ROCKY HILL ROAD60' PUBLIC ROWMATCHLINEMATCHLINEΔ Δ Δ CONTINUED ONSHEET NO. 6608143_SV.DWG10-Mar-2015 3:39 PMPlotted onPREPARED BY: OFSHEETPARS. NO: FILE NAME: 37-049-001 DATE: 608143_sv.dwg REV.COMMENTS REVISIONS DATE FIELD BOOK. NO:XXXX FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. - PLAN OF TOPOGRAPHIC SURVEY OF SCALE: 40 FEET TO THE INCH AS ORDERED BY THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION, HIGHWAY DIVISION MASSACHUSETTS DEPARTMENT OF TRANSPORTATION 0 SCALE: 1" = 40' 40 160100 FIELD CHIEF: DM DRAWN BY:CHECKED BY: ROCKY HILL GREENWAY MULTI-USE TRAIL ROCKY HILL ROAD IN THE CITY OF NORTHAMPTON, MASSACHUSETTS GSG RAC Sustainable Environmental Solutions www.horsleywitten.com 90 Route 6A Sandwich, MA 02563 508-833-6600 voice 508-833-3150 fax Horsley Witten Group, Inc. 5 46JUNE 2022 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL BASE PLAN (1) 608413 5 46 SURVEY NOTES 1. THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF AN ON THE GROUND FIELD SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. MARCH 26 & 27, 2015. WITH SUPPLEMENTAL FIELD SURVEYS ON AUGUST 23, 2017 & SEPTEMBER 11, 2017 2. HORIZONTAL DATUM IS MASS STATE PLANE, ESTABLISHED WITH GPS. 3. THE ELEVATIONS DEPICTED HEREON ARE BASED ON NAD83 DATUM. 4. THE PROPERTY LINES AND RIGHTS OF WAYS ARE THE RESULT OF PLANS OF RECORD AND READILY AVAILABLE FIELD SURVEY MEASUREMENT. IT DOES NOT DEPICT AN AUTHORITATIVE BOUNDARY OPINION. 5. PROPERTY LINES BETWEEN ABUTTING PROPERTY OWNERS ARE APPROXIMATE ONLY. 6. THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER CONDITIONS. 7. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE CITY OF NORTHAMPTON, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 8. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. ON MARCH 26, 2015. 9. REFERENCE PLANS: HAMPSHIRE COUNTY REGISTRY OF DEEDS 1.) PLAN BOOK 119 PAGE 31 2.) PLAN BOOK 17 PAGE 24 3.) PLAN BOOK 53 PAGE 99 4.) PLAN BOOK 196 PAGE 70 5.) PLAN BOOK 23 PAGE 23A 6.) PLAN BOOK 92 PAGE 60 7.) PLAN BOOK 231 PAGE 62 8.) PLAN BOOK 190 PAGE 69 & 70 NSURVEY TRAVERSE TABLE MATCHLINEMATCHLINECONTINUED ONSHEET NO. 5608143_SV.DWG10-Mar-2015 3:39 PMPlotted onPREPARED BY: OFSHEETPARS. NO: FILE NAME: 37-049-001 DATE: 608143_sv.dwg REV.COMMENTS REVISIONS DATE FIELD BOOK. NO:XXXX FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. - PLAN OF TOPOGRAPHIC SURVEY OF SCALE: 40 FEET TO THE INCH AS ORDERED BY THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION, HIGHWAY DIVISION MASSACHUSETTS DEPARTMENT OF TRANSPORTATION 0 SCALE: 1" = 40' 40 160100 FIELD CHIEF: DM DRAWN BY:CHECKED BY: ROCKY HILL GREENWAY MULTI-USE TRAIL ROCKY HILL ROAD IN THE CITY OF NORTHAMPTON, MASSACHUSETTS MC JL/RC Sustainable Environmental Solutions www.horsleywitten.com 90 Route 6A Sandwich, MA 02563 508-833-6600 voice 508-833-3150 fax Horsley Witten Group, Inc. 6 46FEBRUARY 2016 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 6 46 BASE PLAN (2) 608413 ROCKY HILL ROAD60' PUBLIC ROW1 2 3 4 5 6 7 8 9 10 11 2345 L2 C1 L3 C2 L4 L5 L6 L7 C3 C14C15C16 L20L21 L2216.00'PROP 16' WIDE SHARED MULTI-USE TRAIL AND DRIVEWAY REDUCE TRAIL WIDTH TO 10' PROP CULVERT AT STA. 5+85 24' X 29" X 45" RC HEP (SEE GRADING PLAN & PROP PROFILE) PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER PROP CULVERT AT STA. 8+54 26.5' X 2' X 2' BOX CULVERT (SEE GRADING PLAN & PROP PROFILE PLAN) PROP BOULDERS AT PATH EDGE (2 TOTAL) 2' OFFSET FROM PATH PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER REM EXISTING 12" CMP MATCHLINE- SHEET 7MATCHLINE- SHEET 8MATCHLINE- SHEET 9REM EXISTING 12" CMP ROCKY HILL RD SIDEWALK END STA 5+79.96 N2938546.7589 E342028.4343 PROP LOD PROP HEADWALL PROP STONE AT PIPE ENDS PROP HEADWALL PROP STONE AT PIPE ENDS PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER PROP STONE AT PIPE ENDS PROP STONE AT PIPE ENDS BVW DISTURBANCE AREA 288 SF BVW DISTURBANCE AREA 140 SF BVW DISTURBANCE AREA 152 SF BVW DISTURBANCE AREA 375 SF START PROP SWALE 10+28.00 CT OFFSET RT: 10.00 PROP COMPOST FILTER TUBE (TYP) +86.32 OFFSET: 5.00 +85.22 OFFSET: 5.00 ELECTRIC COMPANY EASEMENT PROPERTY LINE PROP TREE PROTECTIONSAWCUT AND MATCH EXISTING GRADE R&R EXISTING GRANITE CURBING PROP SIDEWALK THROUGH DRIVEWAYS NO CURB RETURN PROP 8' WIDE HMA SIDEWALK R&D EXISTING SIDEWALK PROP MODIFIED ROCKFILL SLOPE STABILIZATION SEE DETAIL BEGIN +00.00 PI +00.67 PI +81.21 PI +77.55 PI +81.10 PI +99.80 PC +28.40 PC +46.80 PC +12.47 PT +51.25 PT +18.25 X+65.83 OFFSET: 10.00 X+66.33 OFFSET: 10.00MATCHLINE- SHEET 7ROCKY HILL GREENWAY BEGIN STA 0+00 N2938622.8262 E341980.8583 +86.47 OFFSET: 7.00 PROPOSED BIKE PATH CONSTRUCTION BASELINE DATA NUMBER L2 C1 L3 C2 L4 L5 L6 L7 C3 STARTING STATION PT STA 0+99.80 PC STA 1+46.80 PT STA 1+51.25 PC STA 2+12.47 PT STA 2+18.25 PT STA 7+77.55 PT STA 8+81.21 PT STA 10+00.67 PC STA 11+28.40 NORTHING 2938537.930 2938496.470 2938492.591 2938439.915 2938435.030 2937971.086 2937882.629 2937786.420 2937690.570 EASTING 342033.146 342055.274 342057.457 342088.659 342091.747 342404.110 342458.153 342528.972 342613.396 CURVE DATA R=100.00' Δ 2°33'03" L=4.45' T=2.23' R=100.00' Δ 3°18'42" L=5.78' T=2.89' R=100.00' Δ 18°03'00" L=31.50' T=15.88' LINE DATA S28°05'21"E 47.00' S30°38'24"E 61.22' S33°57'06"E 559.30' S31°25'21"E 103.66' S36°21'24"E 119.46' S41°22'25"E 127.73' ENDING STATION 1+46.80 1+51.25 2+12.47 2+18.25 7+77.55 8+81.21 10+00.67 11+28.40 11+59.90 608143_HD(LAYOUT).DWG8-Jun-2015 12:12 PMPlotted on0 SCALE: 1" = 40' 40 160100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -7 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CONSTRCUTION PLANS (1) HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE BELOW NCONTINUED ONSHEET NO. 8REFER TO SHEET NO. 9 FOR DETAILS FOR MULTI-USE TRAIL PROFILE: SEE SHEET 10 & 11 CONTINUED ON SHEET NO. 9 CFT CFT CFTCFT CFTCFTTP 1 TP 2 1 0 11 12 13 14 15 161718 192021 22 2 324 25 26 L7 C3 L8 C4 L9 C5 L10 C6 L11C7 L12 C 8 L13 L14C9 C10L15 C1 1 L16 C12L 1 7C13 L18 INLAND WETLAND REPLICATION AREA 4127 SF SEE SHEET 28 ROCKY HILL GREENWAY END STA 25+99.87 N2937482.5679 E343496.6877 REM TREE TYPPROP WOODPEDESTRIANB A R R I E R PROP STONE CHECK DAM EVERY 50' (TYP) PROP RESTING AREA 2% MAX W/BENCH STONE CHECK DAM EVERY 50' (TYP)START PROP WOOD PEDESTRIAN BARRIER 15+50.00 OFFSET RT: 7.00 END PROP WOOD PEDESTRIAN BARRIER 20+76.78 OFFSET RT: 7.00 END PROP WOOD PEDESTRIAN BARRIER 25+39.50 OFFSET LT: 7.00 MATCHLINE- SHEET 7MATCHLINE- SHEET 8PROP RESTING AREA 2% MAX W/BENCH PROP WAYFINDING KIOSK PROP RIGHT OF WAY END +29.50 PC +28.40 PC +51.00 PC +18.48 PC +54.19 PC +53.30 PC +25.43 PC +15.81 PC +85.01 PC +09.65 PC +65.81 PC +53.96 PT +59.90 PT +86.91 PT +28.34 PT +48.17 PT +23.30 PT +64.82 PT +77.99 PT +99.04 PT +58.73 PT +93.46 PT +09.23 PROPOSED BIKE PATH CONSTRUCTION BASELINE DATA NUMBER L8 C4 L9 C5 L10 C6 L11 C7 L12 STARTING STATION PT STA 11+59.90 PC STA 12+51.00 PT STA 12+86.91 PC STA 14+18.48 PT STA 14+28.34 PC STA 15+54.19 PT STA 16+48.17 PC STA 16+53.30 PT STA 17+23.30 NORTHING 2937670.571 2937624.230 2937611.845 2937588.993 2937586.804 2937552.847 2937602.589 2937607.718 2937652.040 EASTING 342637.569 342716.001 342749.501 342879.066 342888.680 343009.858 343073.597 343073.455 343117.620 CURVE DATA R=100.00' Δ 20°34'26" L=35.91' T=18.15' R=100.00' Δ 5°39'06" L=9.86' T=4.94' R=50.21' Δ 107°14'44" L=93.98' T=68.16' R=43.14' Δ 92°58'49" L=70.00' T=45.44' LINE DATA S59°25'25"E 91.10' S79°59'51"E 131.56' S74°20'45"E 125.85' N1°35'29"W 5.13' S88°36'41"E 2.12' ENDING STATION 12+51.00 12+86.91 14+18.48 14+28.34 15+54.19 16+48.17 16+53.30 17+23.30 17+25.43 PROPOSED BIKE PATH CONSTRUCTION BASELINE DATA NUMBER C8 L13 C9 L14 C10 L15 C11 L16 C12 STARTING STATION PC STA 17+25.43 PT STA 18+64.82 PC STA 19+15.81 PT STA 19+77.99 PC STA 19+85.01 PT STA 20+99.04 PC STA 21+09.65 PT STA 21+58.73 PC STA 21+65.81 NORTHING 2937651.988 2937567.219 2937516.819 2937456.401 2937450.144 2937342.742 2937334.432 2937304.861 2937302.045 EASTING 343119.741 343216.155 343223.907 343214.262 343211.091 343221.971 343228.569 343267.125 343273.625 CURVE DATA R=100.00' Δ 79°52'03" L=139.40' T=83.71' R=100.00' Δ 35°37'35" L=62.18' T=32.13' R=100.00' Δ 65°20'04" L=114.03' T=64.12' R=100.00' Δ 28°07'18" L=49.08' T=25.05' R=54.49' Δ 134°12'48" L=127.65' T=129.04' LINE DATA S8°44'38"E 50.99' S26°52'57"W 7.01' S38°27'06"E 10.61' S66°34'25"E 7.08' ENDING STATION 18+64.82 19+15.81 19+77.99 19+85.01 20+99.04 21+09.65 21+58.73 21+65.81 22+93.46 PROPOSED BIKE PATH CONSTRUCTION BASELINE DATA NUMBER L17 C13 L18 STARTING STATION PT STA 22+93.46 PC STA 23+53.96 PT STA 25+09.23 NORTHING 2937371.384 2937427.949 2937514.979 EASTING 343346.235 343324.762 343412.043 CURVE DATA R=67.53' Δ 131°44'20" L=155.27' T=150.75' LINE DATA N20°47'13"W 60.50' S69°02'53"E 120.27' ENDING STATION 23+53.96 25+09.23 26+29.50 608143_HD(LAYOUT).DWG8-Jun-2015 12:12 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -8 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CONSTRUCTION PLANS (2)N HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE BELOW CONTINUED ONSHEET NO. 70 SCALE: 1" = 40' 40 160100 ROCKY HILL RD 8' SIDEWALK CONSTRUCTION BASELINE DATA NUMBER L19 C14 L20 C15 L21 C16 L22 STARTING STATION PT STA 0+00.00 PC STA 2+31.30 PT STA 4+09.94 PC STA 4+49.69 PT STA 4+91.49 PC STA 5+28.58 PT STA 5+76.05 NORTHING 2938339.195 2938489.768 2938582.201 2938597.096 2938585.259 2938553.865 2938544.638 EASTING 341562.718 341738.291 341890.247 341927.101 341963.733 341983.488 342025.150 CURVE DATA R=550.00' Δ 18°36'37" L=178.65' T=90.12' R=30.00' Δ 79°49'35" L=41.80' T=25.10' R=30.00' Δ 90°39'50" L=47.47' T=30.35' LINE DATA N49°23'00"E 231.30' N67°59'36"E 39.75' S32°10'48"E 37.09' N57°09'22"E 3.91' ENDING STATION 2+31.30 4+09.94 4+49.69 4+91.49 5+28.58 5+76.05 5+79.96 608143_HD(LAYOUT).DWG8-Jun-2015 12:12 PMPlotted on20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -9 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CONSTRUCTION PLANS (3) HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE BELOW N FOR SIDEWALK PROFILE: SEE SHEET 12 NAVD 88 BASE ELEV 120.00 PROPOSED BIKE PATH 130 140 150 160 170 180 190 200 210 220 230 240 227.550+00 226.52224.841+00 222.43221.442+00 220.94220.443+00 219.94219.444+00 218.94218.445+00 217.94217.436+00 216.89216.027+00 214.82213.578+00 212.32211.079+00 209.81208.3510+00 206.52204.5211+00 202.52200.5212+00 198.52196.5213+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 -2.50% -5.01% -4.60% -1.25% -4.00% -1.00%MATCHLINEMATCHLINE24' (L) X 29" (R) X 45" (S) RC HEP US INVERT EL: 213.50' DS INVERT EL: 212.90' 26.5' (L) X 2'(W) X 2'(H) BOX CULVERT US INVERT EL: 207.70' DS INVERT: 206.20' UTILITY CROSSING ROCKY HILL GREENWAY ALIGNMENT STATION = 8+54.00 ELEV = 212.15 ROCKY HILL GREENWAY ALIGNMENT STATION = 5+85.00 ELEV = 217.60 PROPOSED GRADE PROFILE EXISTING GRADE PROFILE PVI STA = 0+71.88 PVI ELEV = 226.25 A.D. = -3.76% K = 6.65 25' VC PVC: 0+59.38ELEV: 226.41PVT: 0+84.38ELEV: 225.63299.4' SSD PVI STA = 9+96.66 PVI ELEV = 208.65 A.D. = -1.50% K = 66.67 100' VC PVC: 9+46.66ELEV: 209.90PVT: 10+46.66ELEV: 206.65769.4' SSD PVI STA = 6+75.40 PVI ELEV = 216.68 A.D. = -1.50% K = 66.71 100' VC PVC: 6+25.40ELEV: 217.18PVT: 7+25.40ELEV: 215.43769.9' SSD PVC: 13+35.81PVI STA = 1+59.90 PVI ELEV = 221.84 A.D. = 4.01% K = 12.47 50' VC PVC: 1+34.90ELEV: 223.09PVT: 1+84.90ELEV: 221.59GRADE BREAK STA = 0+00.00 ELEV = 227.55 END OF ROCKY HILL ROAD SIDEWALKSTA. 5+79.99 (SEE SHEET 12)START OF ROCKY HILL GREENWAYMULTI-USE TRAILSTA. 0+89.80EXIST. ELEVATIONPROP. ELEVATION608143_HD(GRADING).DWG10-May-2016 8:03 AMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -10 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY PROFILE PLAN (1) MULTI-USE TRAIL PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10'CONTINUED ONSHEET NO. 11FOR CONSTRUCTION AND GRADING PLANS: SEE SHEET NOS. 7 & 1350 SCALE IN FEET 0 100 150 200 100 20 30 40 HORIZONTAL VERTICAL 120 130 140 150 160 170 180 190 200 210 220 230 240 196.5213+00 194.50192.3114+00 189.87187.3715+00 184.87182.3716+00 179.87177.3717+00 174.95172.8718+00 171.09169.3419+00 167.59165.8420+00 164.08162.3321+00 160.58158.8322+00 157.07155.3223+00 153.57151.8224+00 150.32149.3325+00 148.58147.8226+00 27+0013+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 -3.50% -1.50% -5.00%MATCHLINEMATCHLINE82' (L) X 2'(W) X 2'(H) BOX CULVERT US INVERT EL: 160.50' DS INVERT EL: 156.50 ROCKY HILL GREENWAY ALIGNMENT STA. 18+80.00 ELEV = 170.10' PROPOSED GRADE EXISTING GRADE PVI STA = 13+85.81 PVI ELEV = 193.08 A.D. = -1.00% K = 100.00 100' VC PVC: 13+35.81ELEV: 195.08PVT: 14+35.81ELEV: 190.581129.2' SSD PVI STA = 24+49.16 PVI ELEV = 150.09 A.D. = 2.00% K = 50.00 100' VC PVC: 23+99.16ELEV: 151.85PVT: 24+99.16ELEV: 149.34PVI STA = 17+68.37 PVI ELEV = 173.95 A.D. = 1.50% K = 66.88 100' VC PVC: 17+18.37ELEV: 176.45PVT: 18+18.37ELEV: 172.20GRADE BREAK STA = 26+01.11 ELEV = 147.81 END OF PROPOSED MULTI -USE TRAIL TO TIE INTO EXISTING GRADE OR EXISITNG RAIL TRAIL 18' (L) X 2' (W) X 2' (H) BOX CULVERT US INVERT EL: 189.2 DS INVERT EL: 188.5' ROCKY HILL GREENWAY ALIGNMENT STATION = 13+85.00 ELEV = 193.08 NEW HAVEN AND NORTHAMPTON CANAL LINE RAIL TRAIL R/W STA. 25+77.00 EXIST. ELEVATIONPROP. ELEVATION608143_HD(GRADING).DWG10-May-2016 8:03 AMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -11 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY PROFILE PLAN (2) MULTI-USE TRAIL PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10'CONTINUED ONSHEET NO. 10FOR CONSTRUCTION AND GRADING PLANS: SEE SHEET NOS. 8 & 1450 SCALE IN FEET 0 100 150 200 100 20 30 40 HORIZONTAL VERTICAL NAVD 88 BASE ELEV 200.00 210 220 230 240 250 260 270 200 210 220 230 240 250 260 270 256.270+00 253.40250.581+00 247.48244.922+00 241.84239.023+00 236.43233.164+00 230.89226.095+00 223.136+000+00 1+00 2+00 3+00 4+00 5+00 6+00 -4.38% -5.65% -3.85% -5.65% -7.50% -5.65% -3.10%-5.65% -7.50% -5.64%-7.50% -5.80% -1.10% -5.45% -5.80% GRADE BREAK STA = 0+00.00 ELEV = 256.27 GRADE BREAK STA = 5+66.77ELEV = 225.67GRADE BREAK STA = 1+43.00 ELEV = 248.15 GRADE BREAK STA = 3+73.28ELEV = 235.15SIDEWALK THROUGH DRIVEWAY #1 43.60 SIDEWALK THROUGH DRIVEWAY #2 28.50 SIDEWALK THROUGH DRIVEWAY #3 47.54 CENTERLINE OF CROSSWALK AT ROCKY HILL ROAD EXISTING GRADE MEET GRADE AT PROPOSED 16' WIDE MULTI - USE TRAIL STA. 0+90 SEE PLANS EXIST. ELEVATIONPROP. ELEVATION608143_HD(GRADING).DWG10-May-2016 8:03 AMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -12 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL RD SIDEWALK PROFILE ROCKY HILL ROAD SIDEWALK PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' FOR CONSTRUCTION AN GRADING PLANS: SEE SHEET NOS. 9 & 15 50 SCALE IN FEET 0 100 150 200 100 20 30 40 HORIZONTAL VERTICAL 12345678910113 4 5ROCKY HILL RD SIDEWALK ENDSTA 5+79.96N2938546.7589E342028.4343ROCKY HILL GREENWAY BEGINSTA 0+00N2938622.8262E341980.8583CFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFT CFTCFTCFTCFTCFTROCKY HILL ROAD 60' PUBLIC ROWΔΔ ΔΔΔ225226229210209PROP CULVERT AT STA. 5+8524' X 29" X 45" RC HEPPROP COMPOSTFILTER TUBE (TYP)PROP STONEFOR PIPE ENDSUS INV. = 213.60'DS INV. = 213.10'US INV. = 207.70'DS INV. = 206.20'PROP STONEFOR PIPE ENDSPROP CULVERT AT STA. 8+5429' X 2' X 2' BOX CULVERTNOTIFY GAS COMPANY PRIORTO EXCAVATION IN THIS AREA.THE GAS COMPANY NEEDS TOBE ON SITE WHEN WORK ISOCCURRING IN THIS AREAPROP. LODPROP STONEFOR PIPE ENDSPROP RESTING AREA ANDBICYCLE RACK 2% MAX W/ BENCHPROP HEADWALLPROP JUTE MESH SLOPESTABILIZATION TO EXTEND MAX.8' FROM EDGE OF PATH ON ALLFILL SLOPES 3:1 & GREATER225222223224 226227205210215220203204206207208209211212213214216217218219221215213214216217218219212230235240226227228229231232233234236237238239241242243244 PROP STONEFOR PIPE ENDSMATCHLINE- SHEET 14 MATCHLINE- SHEET 13PROP STONE CHECKDAMS AT 50' TYP.PROPHEADWALL211PROP HEADWALLMATCHLINE- SHEET 13MATCHLINE- SHEET 15 608143_HD(GRADING).DWG 10-May-2016 8:03 AMPlotted on FED. AID PROJ. NO.SHEETNO.TOTALSHEETSSTATEMAPROJECT FILE NO.-1346NORTHAMPTON, MASSACHUSETTSROCKY HILL GREENWAY MULTI-USE TRAIL608413GRADING PLAN (1)HIGHWAY GUARD DETAILSNONETRAFFIC SIGNAL CONDUITNONEWATER SUPPLY ALTERATIONSNONEDRAINAGE DETAILSSEE BELOWN CONTINUED ON SHEET NO. 140SCALE: 1" = 40'40160100REFER TOSHEET NO. 15FOR DETAILS TP 1 TP 2 1 0 11 12 13 14 15 161718 192021 22 2 324 25 26 ROCKY HILL GREENWAY END STA 25+99.87 N2937482.5679 E343496.6877MATCHLINE- SHEET 7MATCHLINE- SHEET 8+73.99 OFFSET: 6.79 CFTCFTCFTCFT CFT CFTCFTCFT CF T CF T CFTCFTC F T CF T CFT CFT CFT CFTCFT CFTCFTNEW HAVEN AND NORTHAMPTONCANAL GREENWAYΔ 1 6 1 PROP CULVERT AT STA. 18+80 82' X 2' X 2' BOX CULVERT PROP STONE AT PIPE ENDS DS INV. = 156.50' PROP STONE AT PIPE ENDS PROP RESTING AREA 2% MAX W/BENCH PROP STONE CHECK DAMS AT 50', TYP. US INV. = 189.2' DS INV. = 188.50' PROP STONE AT PIPE ENDS PROP STONE CHECK DAMS AT 50', TYP. PROP CULVERT AT STA. 13+85 18' X 2' X 2' BOX CULVERT PROP RESTING AREA 2% MAX W/BENCH US INV. = 160.50' PROP RESTING AREA 2% MAX W/BENCH PROP WAYFINDING KIOSK148149150 PROP COMPOST FILTER TUBE (TYP) PROP RIGHT OF WAY PROP EXTENT OF JUTE MESH (TYP) PROP JUTE MESH SLOPE STABILIZATION TO EXTEND MAX. 8' FROM EDGE OF PATH ON ALL FILL SLOPES 3:1 & GREATER PROP JUTE MESH SLOPE STABILIZATION TO EXTEND MAX. 8' FROM EDGE OF PATH ON ALL FILL SLOPES 3:1 & GREATER P R O P J U T E M E S H S L O P E S T A B I L I Z A T I O N T O E X T E N D M A X . 8' F R O M E D G E O F P A T H O N A L L FI L L S L O P E S 3 : 1 & G R E A T E R 150 1551601651701751801851901952002051 4 8 1 4 9 151 152 153154156157 158 15 9161162163164166 1671681691711721731741 7 6 17 7 178 179 181 182 18 3 1 8 418618718818919119219319419619719819920120220320420620720820921 5 21 3 21 4 21 6 21 7 21 8 21 9212 MATCHLINE- SHEET 14MATCHLINE- SHEET 13P R O P S T O N E C H E C K D A M S A T 5 0 ' T Y P .608143_HD(GRADING).DWG10-May-2016 8:03 AMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -14 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 GRADING PLAN (2) HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE BELOW N CONTINUED ONSHEET NO. 130 SCALE: 1" = 40' 40 160100 1 12345MATCHLINE- SHEET 91 MATCHLINE- SHEET 7CFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTROCKY HILL ROAD 60' PUBLIC ROWΔΔΔΔ2 2 5 DRIVEWAYSIDEWALKCROSSING #1DRIVEWAYSIDEWALKCROSSING #2DRIVEWAY SIDEWALKCROSSING #3226 229PROP LODPROP BIORETENTION AREA ASTA. 0+83 16'LTAREA = 156 SFBOT ELEV. = 224.50'OVERFLOW NOTCH: 224.75'2' WIDE NOTCH IN PROPOSEDBLOCK RETAINING WALLINV 6" PERF PVC PIPE = 222.41'SEE SHEET 22 FOR DETAIL6" PERF PVC PIPEINV OUT = 223.2'6" PERF PVC PIPELENGTH = 19 LFS = 1.0%6" PERF PVC PIPELENGTH = 20 SFSLOPE = 1.0%PROP BIORETENTIONINFLOWDRIVEWAY SIDEWALKCROSSING #4PROP STONEFOR PIPE ENDSPROP BIORETENTION AREA BSTA. 0+69 15'RTAREA = 60 SFBOT ELEV. = 225.50'OVERFLOW STRUCTURE RIM = 225.75'INV 6" PERF PVC PIPE = 223.40'SEE SHEET 22 FOR DETAIL6" PERF PVC PIPEINV OUT = 222.21'2252 2 2 2232242 2 6 227 230 235240245250 226 2 2 7 228229231 232 233 234 236 237 238239241242243244246247248249251252253254 X226.6X226.9X225.8X225.1MATCHLINE- SHEET13MATCHLINE- SHEET15EOP PARKING CONSTRUCTION BASELINE DATANUMBERC47C41C42C43C44C45C46STARTINGSTATION-0+32.080+36.760+57.820+76.061+05.431+72.181+93.24NORTHING2938544.4982938587.1102938600.5352938608.3752938594.4132938563.3382938548.705EASTING342014.672341967.294341951.507341964.383341986.987342003.461342016.473CURVE DATAR=26.00' Δ70°41'41"L=32.08' T=18.44'R=33.76' Δ35°45'01"L=21.06' T=10.89'R=2.00' Δ139°32'21"L=4.87' T=5.43'R=15.01' Δ76°11'39"L=19.96' T=11.77'R=3.00' Δ89°58'02"L=4.71' T=3.00'R=3.00' Δ90°01'04"L=4.71' T=3.00'R=2.64' Δ120°01'42"L=5.53' T=4.58'Curve Table: AlignmentsCurve #C1C2C3C4C5C21C22C23C24C41C42C43C44C45C46C47Radius5.00'3.00'3.00'5.00'5.00'546.00'26.00'34.73'20.00'33.76'2.00'15.01'3.00'3.00'2.64'26.00'Length9.501'4.712'4.712'3.544'3.131'177.973'36.194'38.698'23.388'21.064'4.871'19.958'4.711'4.713'5.535'32.080'Tangent6.993.003.001.851.6289.7821.7221.6413.2410.895.4311.773.003.004.5818.44Delta108°52'43.25"90°00'00.00"90°00'00.00"40°36'59.35"35°52'47.19"18°40'33.57"79°45'38.44"63°50'41.50"67°00'05.78"35°45'01.39"139°32'20.70"76°11'39.04"89°58'02.05"90°01'04.30"120°01'41.69"70°41'40.61"1 5 2 2 5 226 229 2252 2 6 227 230 226 2 2 7 228229231232 C1C2C4C5C22C23C24C41C42C43C44C45C47+15.70OFFSET: 17.37+37.38OFFSET: 10.75+74.38OFFSET: 13.75+92.48OFFSET: 12.09+99.26OFFSET: 8.94+48.72OFFSET: 4.00+27.61OFFSET: 4.00+61.33OFFSET: 4.91+73.21OFFSET: 3.85+66.80OFFSET: 4.01+89.96OFFSET: 4.00+03.21OFFSET: 21.68+27.20OFFSET: 10.75+62.24OFFSET: 13.75+82.72OFFSET: 10.12C3PIPIPCPCPCPCPTPTPTPTPTPIPIPCPCPCPCPCPTPTPT PTPT PRCPCPTPRCL530 1 C46608143_HD(GRADING).DWG 10-May-2016 8:03 AMPlotted on FED. AID PROJ. NO.SHEETNO.TOTALSHEETSSTATEMAPROJECT FILE NO.-1546NORTHAMPTON, MASSACHUSETTSROCKY HILL GREENWAY MULTI-USE TRAIL608413GRADING PLAN (3)HIGHWAY GUARD DETAILSNONETRAFFIC SIGNAL CONDUITNONEWATER SUPPLY ALTERATIONSNONEDRAINAGE DETAILSSEE BELOWN20SCALE: 1" = 20'050100PARKING LOT CURB TIE PLANSCALE: 1" = 10' MATCHLINEMATCHLINE1 2 3 4 5 6 7 8 9 10 11 12 12345 1 PATHNARROWS NOMOTORVEHICLES ROCKY HILL GREENWAYTRAIL ROCKY HILLGREENWAYTRAIL WARNING SIGN (W7-5) STA 7+85.83 7.50' RT WOODEN POST "PATH NARROWS" SIGN (W5-4a) "NO MOTOR VEHICLES" SIGN (R5-3). STA 7+32.90 11.00' RT WOODEN POST "HANDICAP PARKING" SIGN (R7-8 & R7-8p) STA 0+62.00 30.00' LT "ROCKY HILL GREENWAY TRAIL" (D11-1d & M5-1R) STA 3+21.60 LT 4.7' "ROCKY HILL GREENWAY TRAIL" SIGN (D11-1d & M5-1L) PROTECT SWL MARKINGS DURING CONSTRUCTION ROCKY HILL RD SIGN MA-D-3 STA 0+20.00 15.50' LT R&R STOP SIGN. NEW LOCATION TO BE JUST PRIOR TO CROSSWALK "NO PARKING ANY TIME" SIGN (R7-1) STA 0+71.61 13.2' RT WARNING SIGN (W8-6) STA 7+85.83 7.50' LT WOODEN POST R&D EXISTING W11-2 SIGN "STOP" SIGN (R1-1) AND "AUTHORIZED VEHICLES ONLY" SIGN (R5-11) AT PROPOSED GATE STA 1+2.31 13.2' RT STA 1+2.31 13.2' LT 16.00' 8.00' 10.00' PROP 10' WIDE CROSSWALK APPLY 10' THERMAL MARKINGSROCKY HILL ROADICE POND DRIVE 4" SWL PARKING STALL LINES 8' X 18' PARKING SPACES CURVE RIGHT WARNING SIGN (W1-2R) STA 4+46.47 4.7' RT CURVE RIGHT WARNING SIGN (W1-2L) STA 1+12.08 8.6' RT WOODEN POST "TRAIL ENDS" (W11-15b) STA 0+23.44 LT 4.7' TRAIL ENDS PROP STOP BAR PROPOSED RECTANGULAR RAPID-FLASHING BEACONS (RRFBs) FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 46 STATE MA PROJECT FILE NO. - SIGNS AND MARKINGS PLAN (1) 608413 16 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE 608143_HD(TRAFFIC_SIGNAGE).DWG10-Mar-2015 3:39 PMPlotted on0 SCALE: 1" = 40' 40 160100 NCONTINUED ONSHEET NO. 17 MATCHLINENEW HAVEN AND NORTHAMPTONCANAL GREENWAYMATCHLINETP 1 TP 2 10 11 12 13 14 15 161718 192021 22 2 324 25 26 MATCHLINE- SHEET 7MATCHLINE- SHEET 8B V W DISTURBANCEAREA 63 SFBVW DISTURBANCE AREA 1353 SF BVW DISTURBANCE AREA 325 SF ROCKY HILL GREENWAYTRAIL CANAL LINERAIL TRAIL WARNING SIGNS (W1-5) STA 15+18.16 8.00' RT WOODEN POST WARNING SIGNS (W1-5) STA 25.31.30 8.00 LT WOODEN POST "ROCKY HILL GREENWAY TRAIL" SIGN (D11-1d & M6-1) STA 25+88.16 44.00 LT & STA 26+22.55 22.5 RT WOODEN POST "CANAL LINE RAIL TRAIL" SIGN (D11-1e & M6-4) STA 25+75.00 6.75 RT WOODEN POST 1 0 . 0 0 ' 1 0 . 0 0 ' FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 46 STATE MA PROJECT FILE NO. - SIGNS AND MARKINGS PLAN (2) 608413 17 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE 608143_HD(TRAFFIC_SIGNAGE).DWG10-Mar-2015 3:39 PMPlotted onN CONTINUED ONSHEET NO. 160 SCALE: 1" = 40' 40 160100 608143_HD(DETAILS).DWG10-Jun-2022 12:06 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -18 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TRAFFIC SIGNAGE DETAILS AND POST SIZE REQUIRED NUMBER OF NUMBER REQUIRED SIGNSTEXT HEIGHT IDENTIFI- NUMBER CATION WIDTH SIZE OF SIGN NOTES: 1. SIGN SIZE, LETTERING, TEXT, AND COLORS PER MUTCD STANDARDS. ALL ROADWAY TRAFFIC SIGNS ARE HIGH INTENSITY GRADE REFLECTIVE YELLOW-GREEN WHEN AVAILABLE. 2. ALL WARNING, REGULATORY AND ROUTE MARKERS ARE FABRICATED WITH HIGH INTENSITY ENCAPSULATED LENS REFLECTIVE SHEETING (SEE SECTION M9.30.0) TYPE III OR IV. 3. ALL P5 POSTS ARE TELESCOPIC BREAKAWAY SQUARE TUBE POSTS PAINTED BLACK UNLESS OTHERWISE REQUIRED. POSTS LOCATED IN PAVEMENT SHALL BE SET IN A BOLLARD PER THE DETAILS. 4. QUANTITIES OF SIGNS AND POSTS SHOWN ON THIS SHEET MAY DIFFER FROM THE SITE PLAN. WHERE DIFFERENCES OCCUR, THE PAVEMENT MARKINGS AND SIGNAGE PLANS WILL PREVAIL. 5. SIGNS LISTED WITHOUT POSTS ARE EITHER SECURED TO A PROPOSED OR EXISTING FEATURE OR MOUNTED ON A POST WITH ANOTHER SIGN LISTED. PATH NARROWS18" 18"1W5-4a NOT TO SCALE BORDERBACK- GROUNDHEIGHT LETTER TEXT DIMENSIONS (INCHES) SPACING VERTICAL COLOR LEGEND R7-1 12"18"1 P5 (1 REQ'D) W8-6 24"24"1 R1-1 18"18"2 P5 (2 REQ'D) AND POST SIZE REQUIRED NUMBER OF NUMBER REQUIRED SIGNSTEXT HEIGHT IDENTIFI- NUMBER CATION WIDTH SIZE OF SIGN 18"18" 18"24" 2W1-5 W7-5 D11-1d 18"18" 4 12"18"1 1 ROCKY HILL GREENWAY TRAIL P5 (2 REQ'D) WOODEN POST (2 REQ'D) NO MOTOR VEHICLES R5-3 24"24"1 P5 (1 REQ'D) 18"9"1 R7-8 R7-8p CANAL LINE RAIL TRAIL18"24"D11-1e 1 WOODEN POST (1 REQ'D) 12"9"1 0 REQ'D M6-4 12"9" 2 M6-1 BORDERBACK- GROUNDHEIGHT LETTER TEXT DIMENSIONS (INCHES) SPACING VERTICAL COLOR LEGEND R5-11 30"24"2 WOODEN POST (1 REQ'D) WOODEN POST (1 REQ'D) WOODEN POST (2 REQ'D) WOODEN POST (1 REQ'D) 0 REQ'D 0 REQ'D 0 REQ'D M5-1R 21"15"1 M5-1L 21"15"1 0 REQ'D 0 REQ'D 0 REQ'D N/A N/A GREEN WHITE WHITE N/A N/A GREEN WHITE WHITE N/A N/A N/A N/A YELLOW BLACK BLACK YELLOW BLACK BLACK 2" C 1" GREEN WHITE WHITE 2.25"/2" D 1"GREEN WHITE WHITE 4" C/B 2.5"WHITE BLACK BLACK 3" C 1.625"YELLOW BLACK BLACK N/A WHITE BLACK BLACKN/A N/A WHITE BLACK BLACKN/A 0.875", 0.625"WHITE RED RED 3" C/B, 2" C 4" C 2.5"YELLOW BLACK BLACK 6" C N/A RED WHITE WHITE 4" C/D 2.5"WHITE BLACK BLACK 8"29"D-3 1 P5 (1 REQ'D)4"/3" C N/A GREEN WHITE WHITE ROCKY HILL GREENWAY TRAIL 3"5" 24" 24" 3" 2" 2" 2" 2" 0.625"0.375" 3" C SEE DETAIL 2" GREEN WHITE WHITE SIGN DETAILS NOT TO SCALE 3"5" 24" 24" 3" 5" 2" 4" 0.625"0.375" CANAL LINE RAIL TRAIL 2" 3" C SEE DETAIL 2" GREEN WHITE WHITE W1-2R 24"24"1 P5 (1 REQ'D)N/A N/A YELLOW BLACK BLACK W1-2L 24"24"1 WOODEN POST (1 REQ'D)N/A N/A YELLOW BLACK BLACK W11-15b 24"24"1 P5 (1 REQ'D)YELLOW BLACK BLACK 4" C 2.5" 608143_HD(DETAILS).DWG10-Jun-2022 12:06 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -19 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TRAFFIC MANAGEMENT (1) P/F NUMBER OF LANES NUMBER OF STUDIES AVERAGE CAPACITY MEASURED AVERAGE WORK ZONE CAPACITIES LEGEND: NOTES: ROAD TYPE DISTANCE BETWEEN SIGNS ** BA C SUGGESTED WORK ZONE WARNING SIGN SPACING STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED SPEED* (mph) DISTANCE (ft) FORMULAS FOR DETERMINING TAPER LENGTHS TYPE OF TAPER TAPER LENGTH (L)* TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES SPEED LIMIT (S)TAPER LENGTH (L) FEET 608143_HD(DETAILS).DWG10-Jun-2022 12:06 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -20 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TRAFFIC MANAGEMENT (2) panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:regulatory.ssmpanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 LEGEND DIRECTION OF TRAVEL DOWNSTREAM TAPER: GUIDES TRAFFIC BACK TO ITS ORIGINAL TRAVEL PATH TERMINATION AREA: LETS TRAFFIC RESUME NORMAL OPERATIONS ACTIVITY AREA: WHERE WORK TAKES PLACE TRANSITION AREA: MOVES TRAFFIC OUT OF ITS NORMAL PATH ADVANCE WARNING AREA: TELLS TRAFFIC WHAT TO EXPECT AHEAD LONGITUDINAL BUFFER SPACE LONGITUDINAL BUFFER SPACE: PROVIDES PROTECTION FOR TRAFFIC AND WORKERS = STOPPING SIGHT DISTANCE. NOTHING SHALL BE PLACED/STORED IN BUFFER SPACE SHOULDER TAPER: GUIDES TRAFFIC AWAY FROM SHOULDER/ BREAK-DOWN LANE LATERAL BUFFER SPACE: PROVIDES PROTECTION FOR TRAFFIC AND WORKERS TRAFFIC SPACE: ALLOWS TRAFFIC TO PASS THROUGH THE ACTIVITY AREA WORK SPACE: SET ASIDE FOR WORKERS, EQUIPMENT, AND MATERIAL STORAGE USE "G20-1" SIGN AT PROJECT LIMIT IF WORK OCCURS OVER A DISTANCE OF MORE THAN 2 MILESW20-1 MA-R2-10a MA-R2-10e G20-1 B OR C ROADWORKAHEAD ROAD WORK NEXT XX MILES panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 END ROADWORKDOUBLEFINES END WORK ZONES SPEEDINGFINESDOUBLED A THE "A" DISTANCE CAN BE MEASURED FROM THE START OF THE TRAVEL LANE RESTRICTION OR THE SHOULDER/BREAKDOWN LANE RESTRICTION (IF SHOULDER/BREAKDOWN LANE IS ONLY LANE BEING CLOSED) CHANNELIZING DEVICE WORK AREA SIGN COMPONENT PARTS OF A TEMPORARY TRAFFIC CONTROL (TTC) ZONE 12*1 14 24" (MIN.) REFLECTORIZED DRUM NOT TO SCALE LIMIT OF EXCAVATION TEMPORARY BIT. CONC. PAVEMENT GRAVEL BORROW/SUBBASE EXIST. PAVEMENT LONGITUDINAL DROP-OFF DETAIL TRAVEL WAY WORK AREA DIRECTION OF TRAFFIC W8-1 * - INCREASE SLOPE RATIO FOR HIGHER SPEEDS NOT TO SCALE Depth≥4" LATERAL DROP-OFF DETAIL LATERAL AND LONGITUDINAL DROP-OFF DETAILS B W5-1W21-5a RIGHTSHOULDERCLOSED ROAD NARROWS AWORK ZONE 100 FT BUFFER L/3100 FT TWO LANE ROAD SHOULDER CLOSED WORK ZONE 100FT MAX. 100FT MAX. BUFFER 100-150FT W20-4 W13-1p ONE LANEROADAHEAD XXM.P.H. W20-4 W13-1p ONE LANEROADAHEAD XX P/F W20-7 W20-7 P/F A B AB M.P.H. TWO LANE ROAD ONE LANE ALTERNATING TRAFFIC AND POST SIZE REQUIRED NUMBER OF NUMBER REQUIRED SIGNSTEXT HEIGHT IDENTIFI- NUMBER CATION WIDTH SIZE OF SIGN 48"36" W21-5aR W13-1p R2-10e 2 P5 (2 REQ'D) W5-1 W8-1 R2-10a W20-7 W20-4 BORDERBACK- GROUNDHEIGHT LETTER TEXT DIMENSIONS (INCHES) SPACING VERTICAL COLOR LEGEND W20-1 5" C 4"ORANGE /WHITE BLACK BLACK panelStyle:regulatory.ssmpanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 ROADWORKAHEAD panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 END ROADWORKDOUBLEFINES END WORK ZONES SPEEDINGFINESDOUBLED ONE LANEROADAHEAD XXM.P.H. 36"48"2 P5 (2 REQ'D) 4"/6" D 2.5"/3" 24"24"4 P5 (2 REQ'D) 4" D 2" ORANGE BLACK BLACK 36"36"2 P5 (2 REQ'D) N/A 30"30"2 P5 (2 REQ'D) 1.875" 18"18"2 P5 (0 REQ'D) 2" 30"30"1 P5 (1 REQ'D) 2.75" 30"30"3 P5 (1 REQ'D) 3" 24"24"2 P5 (2 REQ'D) N/A ORANGE /WHITE BLACK BLACK N/A ORANGE BLACK BLACK 4" C ORANGE BLACK BLACK 4" D ORANGE BLACK BLACK 5" D ORANGE BLACK BLACK 6" D ORANGE BLACK BLACK 8"/3" E ORANGE BLACK BLACK BUMP ROAD NARROWS ROAD NARROWS W5-1 L/2 A B L/2 A B W5-1 RAIL TRAIL INTERSECTION CLOSURECANAL LINE RAIL TRAILW20-1 ROADWORKAHEAD W20-1 ROADWORKAHEAD LANE REDUCED TO 7' WIDTH 10' WIDTH ROCKY HILL GREENWAY NOTE: 1. CLOSE ONE LANE DURING THE DAILY WORK SHIFT OF CONSTRUCTION OF MULTI-USE TRAIL FOR TEMPORARY PEDESTRIAN ROUTE . RIGHTSHOULDERCLOSED ROAD NARROWS BUMP 608143_HD(DETAILS).DWG10-Jun-2022 12:06 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -21 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 DETAILS (1) CONCRETE SLAB PATH EDGE BENCH DETAIL NOT TO SCALE NOTES: 1. ALL STEEL HARDWARE TO BE COATED W/ ZINC RICH EPOXY THEN FINISHED WITH BLACK POLYESTER POWDER COATING. 2. HARDWARE TO BE STAINLESS STEEL (S.S.) TYPE 316. 3. CONTRACTOR TO PROVIDE COLOR CHART FOR BENCH SLATS TO OWNER. FRONT VIEW BENCH BASE DETAIL NOT TO SCALE 6'-0"16-11/16" 11-12" 17-18" 3" 12" SIDE VIEW 3" SQ. X 1/4" W. STEEL TUBING 3" X 4" (NOMINAL) STEEL SLATS (COLOR BY OWNER) 3/8" X 4-1/2" STEEL BAR BENCH BASE (SEE DETAIL) S.S ANCHORS TO SUIT 4" S.S ANCHORS TO SUIT (2" MIN. EMBEDMENT) 1/2" X 3" STEEL SURFACE PLATE 3/8" X 2" S.S. BTN. SKT. HD. LAG W/ WASHER NOTES: 1. HARDWARE TO BE STAINLESS STEEL (S.S.) TYPE 316. 18'-0" 2'-6" 5'-0"± 1'-0" 45°BENCH (SEE DETAIL) CHAMFERED EDGE ON ALL SIDES CONCRETE SLAB (SEE DETAIL) ARM REST EXTEND SLAB 6' OUTSIDE BENCH FOR HANDICAP ACCOMMODATIONS AND COMPANION SEATING EXTEND SLAB 6' OUTSIDE BENCH FOR HANDICAP ACCOMMODATIONS AND COMPANION SEATING 8' VAN8' MIN 3' ACCESSIBLE PARKING SPACE DETAIL NOT TO SCALE NOTE: 1. HANDICAPPED ACCESS AISLE WIDTH FOR NON VAN (CAR) ACCESSIBLE SPACES TO BE 5 FEET-SEE PLANS. 2. ALL PARKING LOT STRIPING TO BE 4" SOLID WHITE PAINTED LINES. 3. ALL PAINT TO BE NON-SKID. 4. VAN SPACES TO BE PAINT MARKED WITH "VAN". 2% SLOPE MAX IN ALL DIRECTIONS HANDICAP PARKING SIGN AND VAN ACCESSIBLE SIGN 4' HANDICAP GRAPHIC SYMBOL PAINTED WHITE ON PAINTED BLUE BACKGROUND 4" WIDE PAINTED LINES (TYP.) STEEL POST HANDICAPPED RESERVED PARKING SIGN PARKING At Owner's Expense May Be Removed Unauthorized Vehicles REQUIREDSPECIAL PLATE HANDICAPPED NOTE: 1. SIGN LAYOUT, COLORS, SYMBOL AND LETTERING SHALL BE STANDARD. 2. TO BE LOCATED ON SITE AS DIRECTED. 3. METAL POST TO BE PAINTED 2 COATS OF EXTERIOR GREEN ENAMEL (SEE SPECS.). 4. TO BE LOCATED AT APPROPRIATE SPACES. 5. STEEL PIPE TO BE USED WHERE SIGN IS INSTALLED ON PAVED AREA. ELEVATION 12" x 18" "VAN ACCESSIBLE" SIGN AS REQUIRED METAL POST 2" x 2" x 0.188" CROWN PAVING 6" DIA. STEEL PIPE SEE NOTE BELOW CONCRETE 6'-0" MIN. 3'-0" 3'-0" 6" 12" DIA. RESERVED PARKING SIGN DETAIL NOT TO SCALE NOTES: 1.SIGN HEIGHT - 7' FROM BOTTOM OF SIGN TO STREET OR SIDEWALK. 6' FROM BOTTOM OF LOWER SIGN FOR MULTIPLE SIGNS ON ONE POST. EXCEPTIONS ONLY AS SPECIFICALLY STATED ON PLANS OR APPROVED BY THE ENGINEER. 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1' BANDS OF RED AND WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. 3. FOR IN-SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12". 4. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST OR EQUAL. 5. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7/16" DIE-PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 6. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH SIDE 2" FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. 7. DRIVE RIVETS TO BE TL3806 3/8" DIA. OR EQUAL. 8. CORNER BOLTS TO BE TLCB516M OR EQUAL. 9. SIGN POSTS WITHIN PARKING AREAS (PAVEMENT) SHALL BE A BOLLARD TYPE WITH A 6 INCH DIAMETER DUCTILE IRON PIPE FILLED WITH CONCRETE EXTENDING A MIN. 4' FROM GROUND SURFACE. 10. CEMENT CONCRETE: 4,000 PSI, 3/4-INCH, 610 (M4.02.00). 11. SIGNS LOCATED ALONG DESIGNATED MULTI USE TRAIL SHALL USE WOODEN POST OPTION FOR INSTALLATION. 12. SIGNS TO BE LOCATED 3' OFFSET FROM EOP OF SIDEWALK AND TRAIL ATTACH SIGN WITH 2 DRIVE RIVETS. SEE NOTE 7. SIGN POST SQUARE 2"x 2", 14 GAGE. QUICK PUNCH CORNER BOLT SEE NOTE 8. 8" 2" ANCHOR SQUARE 2.5" X 2.5" OD, 7 GAUGE, 24" LENGTH SEE NOTE 6. 22" 2" SIGN INSTALLATION DETAIL NOT TO SCALE TO SUIT HEIGHT TO SUIT BOLLARD WITHIN PARKING (SEE NOTES) 2 CUBIC FT. CONCRETE (M4.02.00) ATTACH SIGN WITH 5/16" X 5" LAG BOLTS WITH 5/16" SECURITY NUT SIGN POST 4"x 4" WHITE OAK POST 22" 2" TO SUIT HEIGHT TO SUIT 3/4" CRUSHED STONE SUBBASE (M2.01.4) 4" WOODEN POST BICYCLE REPAIR STATION DETAIL NOT TO SCALE 20" 90" 12.75" 45" 12" 45" 59" BICYCLE SUPPORT STAINLESS STEAL TOOL TETHERS MANUAL AIR PUMP NOTES: 1. INSTALL REPAIR STATION ACCORDING TO MANUFACTURER'S SPECIFICATIONS. PLAN SECTION 4" THICK CONCRETE SLAB (SEE DETAIL) 1' 2' 2' R 10.20 IN. NON-ABRASIVE SURFAC A .125" P.V.C. JACKET IS APPLIED TO PRIMED PIPE. JACKET COATING TO EXTEND 1" MIN. BELOW GRADE CONCRETE FOOTING 1'7.5' 6' 4' 1.5' 2' 4" THICK CONCRETE SLAB SEE DETAIL CEMENT FOOTING NOTES: 1. MAINTAIN A 6' OBSTRUCTION-FREE AISLE AROUND AT LEAST THREE SIDES OF EACH BIKE RACK. 2. SCHEMATIC ADAPTED FROM DETAIL PROVIDED BY CYCLE-SAFE. U2 RACK BY CYCLE-SAFE OR APPR. EQUIV. 3' BICYCLE RACK DETAIL NOT TO SCALE METAL POST ALL POSTS TO BE METAL UNLESS OTHERWISE STATED PAINTED CROSSWALK STRIPING DETAIL NOT TO SCALE 10' WIDTH LENGTH VARIES ON SIZE OF ROAD/CROSSING NOTE: 1. ALL PAINT SHALL BE NON-SKID. 2. PAINT LINES SHALL BE WHITE. PAINTED STRIPES 12" MIN. WIDTH OF STRIPE24" 4' MIN. WIDTH TO SUIT STOP SIGN PAINTED WHITE STOP LINE (12" WIDE) WHERE SHOWN ON PLAN 4-1 / 2 "6'-0" MINIM U M 9"6"2-1"Ø HOL E S 2-#3 REBARS CONCRETE CURB STOP DETAIL NOT TO SCALE L PARKING STALLC SECTION 2" 9" 14"6"2" 3"5" INSTALLATION PLAN 1'-6" TO EDGE OF PARKING STALL SEAL 1/2" DEEP HOLE W/ MORTAR WHEEL STOP PAINTED STRIPES AS SHOWN IN THE SITE PLAN EDGE OF PAVEMENT #6 @ 2'-6" LONG RECTANGULAR RAPID FLASHING BEACON DETAIL NOT TO SCALE FOOTING 6. CEMENT CONCRETE: 4,000 PSI, 3/4-INCH, 610 (M4.02.00). CONCRETE SLAB DETAIL NOT TO SCALE NOTES: 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE- FORMED JOINT FILLER (M9.14.0). 2. PROVIDE TOOLED CONTROL JOINTS AT 5' O.C. TYP. - 6' MAX. 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO PATH. 4. IF APPLICABLE, MATCH ALL EXISTING SIDEWALK WIDTHS. 5. SUBBASE: COMPACTED TO 95%. AS SPECIFIED ON PLANS EXPANSION JOINT DETAIL 1.0% TYP. - 2.0% MAX. SUBBASE: 8" GRAVEL BORROW (M1.03.0 TYPE b) CONCRETE SIDEWALK 1/2" PREFORMED EXPANSION JOINT CURB/BLDG. FACE, FIXED OBJECT, OR CONC. SIDEWALK SECTION EXPANSION JOINT SEALANT W.W. MESH (6x6w1.4xw1.4) FLAT SHEETS 4" CEMENT CONCRETE (M4.02.00) 12" 1" (M4.02.00) GROUND SURFACE GROUND SURFACE 3' FROM EDGE OF PAVEMENT (TYP.) 3' FROM EDGE OF PAVEMENT (TYP.) PAVEMENT PAVEMENT 608143_HD(DETAILS).DWG10-Jun-2022 12:07 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -22 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 DETAILS (2) FLOW CONCRETE MASONRY PIPE ENDS MODIFIED MASSDOT DETAIL E206.4.0 NOT TO SCALE 12" 6' - 5" 1" CLEAR PIPE RISE 2'-5" 18" STONE FOR PIPE ENDS (M2.02.3) AT FACE OF HEADWALL (DOWNSTREAM END ONLY) (2) #3 BARS @ 12"O.C. EACH WAY (3) #3 BARS 12" 2' - 0" 3" NOTES: 1. FOR DESCRIPTIONS, MATERIALS AND CONSTRUCTION METHODS, SEE LATEST STANDARD SPECIFICATIONS. 2. ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM. 3. PAYMENTS WIL BE BASED ON THE ACCOMPANYING TABLES. 4. FOR QUANTITY TABLES SEE E206.4.1 IN THE MASSDOT CONSTRUCTION STANDARD DETAILS. 29" x 45" RCHEP 2:1 S L O P E 3" 6' - 5" 15' - 6" 6" 11" EMBEDMENT DEPTH NATIVE COMMON FILL OR ORDINARY BORROW (M1.01.0) 2" CLEARCEMENT CONCRETE 4000 PSI (SEE MASSDOT SPECIFICATIONS FOR DESIGN REQUIREMENTS) ONLY TO BE USED WHERE SPECIFIED. SEE CULVERT DETAILS CULVERT (TYP.) A WIDTH VARIES 10' - 0" 12' - 0" CULVERT TO STONE TRANSITION DETAIL NOT TO SCALE SECTION A-A PLAN VIEW MODIFIED ROCKFILL (M.2.02.4) ON SIDE SLOPE D5 = 2.5" D25 = 4" D100 = 8" DEPTH = 12" CHANNEL WIDTH 2' - 0" LENGTH 8' - 0" NATIVE OR ORDINARY BORROW (M1.01.0) SUBGRADE NOTES: 1. STONE TO EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN 2/3 THE CULVERT HEIGHT. 2. THE AREA TO BE STONED TO BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE RECEIVING CHANNEL. 3. THE WIDTH OF THE END OF THE APRON TO BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL (MAX. TAPER 5:1). 4. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 5. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE STABILIZED. 6. ANY UNSUITABLE ORGANIC MATERIAL FOUND BELOW THE SUB-BASE OF THE CULVERT SHALL BE REMOVED & REPLACED W/ COMPACTED PROCESSED GRAVEL SUBBASE (M1.03.1) AS REQUIRED AT AN ADDITIONAL EXPENSE. CULVERT END SECTION OR HEADWALL 6" MIN. OF 3/4" CRUSHED STONE BASE (M2.01.4) STONE FOR PIPE ENDS M2.02.3 2' MIN LENGTH 2' - 0" MIN. 1" DIA. INSERTS FOR INSTALLATION/ ERECTION HARDWARE 2'-0" OPENING 2'-0" OPENING ROOF, FLOOR AND WALL THICKNESSES AS REQ'D (6" MIN.) 4" X 4" CHAMFERS A A SECTION A-A 2" 1" X 1" CLOSED CELL RUBBER GASKET 2" DIA. LIFTING HOLES TYPICAL BOX CULVERT DETAIL NOT TO SCALE 8'-0" MAX.GENERAL NOTES: 1. CONCRETE: 5,000 P.S.I MINIMUM STRENGTH @ 28 DAYS. 2. STEEL REINFORCING- ASTM A-615, GRADE 60. 3. COVER TO STEEL-1" MINIMUM. 4. ASTM C858 AND ACI 318 WITH AASHTO HS-20 LOADING. 5. CONSTRUCTION JOINT-SEALED WITH 1" DIA. BUTYL RUBBER OR EQUIVALENT. 6. EARTH COVER= 0 TO 8 FEET MAX. SLOPED END SCHEMATIC BOX CULVERT SCHEMATIC CONCRETE CULVERT 12" MIN. COVER VARIES (SEE PLAN) NOTES: 1. DESIGN LOADING FOR THE CULVERT IS H-20. 2. MANUFACTURER DRAWINGS AND CALCULATIONS FOR ALL SECTIONS OF THE CULVERT SHALL BE PREPARED AND STAMPED BY A MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED FOR REVIEW. 3. ALL MATERIALS SHALL BE SUBJECT TO ENGINEER APPROVAL. 4. EXISTING SOILS MUST BE VERIFIED DURING EXCAVATION AND REPLACED AS NECESSARY TO PROVIDE A STABLE FOUNDATION FOR THE PROPOSED CULVERTS / CULVERT FOUNDATION PAD. 5. COMPACT APPROVED NATIVE BACKFILL TO 95%. PROTECTION IN 6-9" LIFTS. ℄ OF TRAIL 2% SLOPE SLOPED END SECTION COMPACTED NATIVE OR ORDINARY BORROW (M1.01.0) SUBGRADE 6" OF NATIVE COMMON FILL OR ORDINARY BORROW (M1.01.0) MATERIAL 6" OF 3/4" CRUSHED STONE BASE (M2.01.4) TYPICAL PRECAST CONCRETE CULVERT PROFILE NOT TO SCALE FRONT VIEW FRONT VIEW FOR 29" X 45" REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE (RC HEP) NOT TO SCALE SECTION VIEW FRONT VIEW FOR 24" X 24" BOX CULVERT NOT TO SCALE 12" 2' - 0" 3" 24" x 24" BOX CULVERT 2:1 S L O P E 6' 12' 6" 6" NATIVE COMMON FILL OR ORDINARY BORROW (M1.01.0) MATERIAL WITHIN CULVERT 3" UNDERDRAIN INVERT "E" TAPER BIO SOIL FROM OUTLET STRUCTURE BIORETENTION CLEANOUT IF L>10' - SEE DETAIL 24" NOTCH EL:224.75 NOTES: 1. CONTRACTOR RESPONSIBLE FOR SLOPE STABILIZATION AND SAFETY MEASURES DURING CONSTRUCTION. SIDE SLOPES TO BE 3:1 MAXIMUM SLOPE. 2. LOAM AND SEED SIDE SLOPES PER SPECIFICATIONS. THE REMAINING DISTURBED AREA SHALL BE LOAM & SEEDED OR LANDSCAPED PER PLANTING PLAN. BIORETENTION PLANTINGS (SEE PLANTING PLAN) 3" PONDING DEPTH (MAX) BIORETENTION AREA DETAIL NOT TO SCALE 3 OVERFLOW OUTLET ELEV: "A" SEE DETAIL 1 3' MIN 3" MIN OUTLET PIPE ELEV: "F" VERTICAL EXCAVATION SLOPE PREFERRED OR ALTERNATIVE SLOPE (MAX 1:1) 3" 3 13" UNDERDRAIN TO OUTLET THROUGH BLOCK RETAINING WALL BIORETENTION AREA ABIORETENTION AREA B TOP OF BIO SOIL: ELEV "B" NATIVE COMMON FILL OR ORDINARY BORROW (M1.01.0) 12" BIORETENTION SOIL PEASTONE BOTTOM OF BIO SOIL: ELEV "C" BOTTOM OF UNDERDRAIN ELEV: "G" BOTTOM OF BED ELEV: "D" 3' (MIN) 3" MIN. BIORETENTION SOIL UNDERDRAIN DETAIL NOT TO SCALE NOTES: 1. GEOTEXTILE AT BOTTOM OF UNDERDRAIN ONLY. 2. GEOTEXTILE ABOVE UNDERDRAIN SHALL EXTEND VERTICALLY 1-INCH± INTO THE PEA GRAVEL LAYER & HORIZONTALLY 1-FOOT OFF THE CENTER OF THE UNDERDRAIN PIPE. PEASTONE 1" MIN. 6" PERFORATED PVC UNDERDRAIN PIPE IN 10" OF 34" CRUSHED STONE (M2.01.4) NO GEOTEXTILE FABRIC ALONG BOTTOM OF THE BIORETENTION BED ENGINEER APPROVED NATIVE OR BACKFILL MATERIAL TYPICAL BIORETENTION CLEANOUT DETAIL NOT TO SCALE 3"BIORETENTION FILTER MEDIA & PEASTONE (SEE BIORETENTION DETAIL) SECURABLE SCREW IN PVC CAP NON-PERFORATED 6" PVC ELBOW CONNECTION TO UNDERDRAIN PIPE 6" PERF. PVC UNDERDRAIN 6" DIA (MIN) SOLID SCH 40 PVC GRANULAR PROCESSED GRAVEL FILL (M1.03.1) COMPACTED TO 95% DENSITY 24" 135°6" MIN.4"-24" PIPE Ø 120° 135°VARIABLE OVERALLHEIGHT (2' MIN.)NOTE: ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0% TO 359%. DOMED DROP IN GRATE INLET AND OUTLET ADAPTERS AVAILABLE 4" THRU 24" OVERFLOW OUTLET DETAIL NOT TO SCALE VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR ADS N-12, SDR-35 SEWER, SCHEDULE 40 DWV, CORRUGATED PVC, RIBBED PVC VARIABLE INVERT HEIGHT MAX. RECOMMENDED OVERALL HEIGHT 10' 6" MIN. 3/4" CRUSHED STONE BASE (M2.01.4) NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) ON SIDE WALLS AND UNDER UNDERDRAIN ONLY. NOT FULL BOTTOM OF BIORETENTION AREA NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) ABOVE AND BELOW UNDERDRAIN ONLY NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) 3/4" CRUSHED STONE BASE (M2.01.4) 3/4" CRUSHED STONE BASE (M2.01.4) 3/4" CRUSHED STONE BASE (M2.01.4) 608143_HD(DETAILS).DWG10-Jun-2022 12:07 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -23 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 DETAILS (3) SETTING RURAL MAILBOXES NOT TO SCALE 2'-0" MIN. MAIL BOXES ON NARROW SIDEWALKS SHALL BE SET BEHIND CURB AND PARALLEL TO IT WITH THE LETTER SLOT FACING TRAFFIC 7"± 43"± NOTES: 1. LUMBER TO BE PLANED ON ALL FOUR SIDES TO FULL 2"X6" SIZE TO FIT BOTTOM OF MAIL BOXES. 2. SET 1-1/2" GALV. PIPE POST - USE DRVING POINT OF SAME SIZE & TAMP POST INTO PLACE PLUMB BOTH WAYS. 3. ALL FITTINGS ARE TO GALVANIZED. 4. 4"X4" PRESSURE TREATED POST MAY BE SUBSTITUTED FOR A PIPE POST. 5. SEE MA DOT SPECIFICATIONS FOR ADDITIONAL INFORMATION. WOOD SCREWS 1-1/2" GALV. IRON PIPE 5'-3"± LONG 2" X 6" X 18" LONG SPRUCE TOP OF CURB TOP OF ROAD SURFACE HEAVY DUTY PIPE FLANGE NAIL TOP OF CURB WOOD SCREWS TOP OF SIDEWALK TOP OF ROAD SERVICE MODIFIED ROCKFILL SLOPE STABILIZATION DETAIL NOT TO SCALE NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) BENEATH STONE 1' EXCAVATION MODIFIED ROCKFILL (M.2.02.4) SLOPE d5 = 2.5" d25 = 4" d100 = 8" DEPTH = 12" SEE NOTE ON GEOTEXTILE NOTES: 1. TOE-IN & EMBED GEOTEXTILE MIN. 6" BELOW GRADE STONE SET 3" ABOVE FINISH GRADE OF ACCESS WAY 6" OF 3/4" CRUSHED STONE BED (M2.01.4) COMPLETELY BACKFILL GEOTEXTILE 3' TYP.3' TYP. SEE SITE PLAN FOR CLEAR OPENING (12' TYP.) 12" 2.75' TYP. 12" ACCESS GATE DETAIL NOT TO SCALE CL MULTI-LOCK CHAMBER POST. SEE SPECIFICATION.TOP RAIL - 3" ID ( 7.58# / FT ) STEEL PIPE LOCK CHAMBER POST 6" ID (18.97# / FT) REMOVABLE STEEL BOLLARD BOLLARD SLEEVE 8" x 8" x 1/4" STEEL PLATE WITH 3/16" WELD 6" COMPACTED GRAVEL (M1.03.0) 3' ID (7.58#/FT) STEEL PIPE BRACE 9/16" HOLE THROUGH POST CAP & HINGE SHAFT 1/2" DIAM. GALV., TREATED ROD TO EXTEND THROUGH AND BE SECURED ON BOTH ENDS WITH GALV. CAP NUTS 3" CAP 3/16" WELDED 6" ID (28.57# / FT) EXTRA STRONG STEEL PIPE 2 STANDARD GREASE FITTINGS 3"3" 1-1/2" 3/16" WELD HINGE SHAFT 5" ID (14.62# / FT) STEEL PIPE CONCRETE FILLED 6" x 6" x 1/4" STEEL PLATE WITH 3/16" WELD SHOULDER SLOPE TO DRAIN DOUBLE POST WHERE REQUIRED 3'-6" MIN. NOTE: 1. PROVIDE TWO LOCK CHAMBER POSTS FOR EACH GATE: ONE AT LOCKED POSITION AND ONE AT OPEN POSITION (SEE SITE PLAN). 2. ANY HOLLOW POSTS TO BE FILLED WITH CONCRETE (4,000 PSI, 3/4 IN. MASSDOT M4) 3. * ±0.5% TOLERANCE FOR CONSTRUCTION OF CROSS SLOPES ON ACCESSIBLE SURFACES. 4,000 PSI CONCRETE FOOTING (3/4 IN. 610, M4.02.00) 5' PEDESTRIAN ACCESS CLEAR OPENING 6'-0" MAX SHOULDER CLEARANCE TO BOULDER 3'± DIAM. BOULDER (BOTH SIDES) HEAVY DUTY PAD LOCK W/ KEY FOR BOTH BOLLARDS 12"12" REMOVABLE STEEL BOLLARD 12"12" 1.5%* BOULDER NOT TO SCALE GRADE COMPACTED NATIVE SUBGRADE SET BOULDER BELOW GRADE AND BACKFILL SO THERE IS NO MOVEMENT OF STONE SPACING PER SITE PLANLANDSCAPE BOULDER WIDTH VARIES BETWEEN 3-4' WOOD PEDESTRIAN BARRIER NOT TO SCALE 2 X 6 RAIL 4'-0" NOTES: 1. MATERIALS PER MASSDOT M9.05.1, M9.05.3 AND M9.05.5. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. POST AND RAILS TO BE PRESSURE TREATED LUMBER GROUND CONTACT LUMBER, NO. 2 GRADE MIN. 3. ALL SPLICES ARE TO BE MADE AT POSTS. ALTERNATE SPLICE CONNECTIONS. 4. FASTENERS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL MATCHING ASTM A153 AND ASTM A653. 5. THE CONTRACTOR SHALL INSTALL EITHER TWO 1/2"Ø BOLTS OR ONE 1"Ø BOLT AT EACH RAIL TO POST CONNECTION. ALTERNATIVE OPTION: THRU-LOCKING BOLT (FASTENMASTER THRU LOCK OR EQUAL). 6. CONCRETE FOOTING NOT NECESSARY FOR HYDRAULIC POST INSTALLATION. FOOTING MATERIAL TO EXTEND AROUND THE ENTIRE POST IF EXCAVATING AND BACKFILLING. 7. WOOD POSTS SHALL BE NOTCHED AS NECESSARY TO FACILITATE CURVES AND CHANGES IN DIRECTION. RAIL SHALL BE CUT TO CREATE A RAIL TO RAIL FLUSH FACE JOINT AS NECESSARY. 8. BEGINNING & END SECTIONS SHALL BE ANCHORED INTO THE GROUND A MINIMUM 1-FOOT BELOW FINISH GRADE WHERE PARALLEL TO TRAFFIC TO AVOID BLUNT ENDINGS. 9. INSTALL WITH POST BRACKETS WHEN OVER BLOCK WALL AND CONCRETE HEADWALLS. 8' O.C. FINSH GRADE 2" 6" MIN. SECTION PLAN 2 X 6 RAIL 2'-0" MIN. TOP RAIL SPLICE RAIL AT POST FASTENERS (SEE NOTES) TOP POST FLUSH W/RAIL 4 X 4 POST 4,000 PSI, 3/4 IN. 610 CONCRETE FOOTING (M4.02.00) (SEE NOTES) HEX NUT W/WASHER BOLT W/WASHER (SEE NOTES) 4 X 4 POST NO SPACER HEX NUT W/WASHER BOLT W/WASHER 2 X 6 RAIL 1'-6"± 1'-6"± 2 X 6 TOP RAIL POST BELOW CONCRETE (1" MIN.) FOR FREE DRAINAGE GALV. SPIKE OR SCREW (2" MIN. EMBEDMENT INTO RAIL) TIE DOWN STRAP (SEE NOTES) PUMP DISCHARGE HOSE SPOUT SEWN INTO BAG FLOW FROM PUMP FILTERED WATER FILTERED WATERFILTERED WATERDEWATERING BAG ON AGGREGATE OR STRAWUNDERLAY FLOW FROM PUMP PUMP DISCHARGE HOSE TIE DOWN STRAP (SEE NOTES) SPOUT SEWN INTO BAG DEWATERING BAG TEMP. AGGREGATE OR STRAW UNDERLAY A A SECTION A - A DEWATERING BAG DETAIL NOT TO SCALE INSTALLATION NOTES: 1.PLACE LIFTING STRAPS (NOT INCLUDED) UNDER THE UNIT TO FACILITATE REMOVAL AFTER USAGE 2.UNFOLD DANDY DEWATERING BAG ON STABILIZED AREA OVER DENSE VEGETATION, STRAW, OR GRAVEL (IF AN INCREASED DRAINAGE SURFACEIS NEEDED) 3.INSERT DISCHARGE HOSE FROMPUMP INTO DANDY DEWATERING BAG A MINIMUM OF SIZE INCHES ANDTIGHTLY SECURE WITH ATTACHED STRAP TO PREVENT WATER FROMFLOWING OUT OF THE UNIT WITHOUT BEING FILTERED4.IF USING OPTIONAL ABSORBENTS, PLACE ABSORBENT BOOM INTO THE DANDY DEWATERING BAG MAINTENANCE: 1.REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE 2.IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION DEWATERING SUMP DETAIL NOT TO SCALE NOTES: 1.ALL EQUIPMENT IS TEMPORARY AND MUST BE REMOVED AFTER USE. STONE AND/OR NATURALMATERIAL CAN REMAIN. 2.PUMP LOCATION TO SUIT WORK. PUMP SIZE/HP TO SUIT SITE REQUIREMENTS. MULTIPLE PUMPSTO BE INSTALLED WHERE NECESSARY. 3.PUMP CHAMBER SIZE TO BE DETERMINED BASED ON PUMP DIMENSIONS. 4.FINAL DEPTH TO BE DETERMINED BY CONTRACTOR BASED ON EXISTING GRADE. EXISTING GRADE PERFORATED HDPE/PVC PIPE ORPRE-CAST PERFORATED PUMP CAGE UNDISTURBEDNATIVEMATERIAL 3/4" CRUSHED STONE (M2.01.4) TO SUIT 2' MIN. TO SUIT2' MIN. DEWATERING PUMP(S)- SEE NOTES PUMP DISCHARGE TODEWATERING SYSTEM SEE NOTES AREA OF SOIL DISTURBANCE PROTECTED ZONE FLOW 1" x 1" x 4' HARDWOOD STAKE FOLD FLAP (8" MIN.) AND PLACE TUBE ON TOP. DO NOT TRENCH FABRIC. COMPOST FILTER TUBE DETAIL NOT TO SCALE SECTION 36" 12"DIA. INSTALLED BIORETENTION INFLOW DETAIL NOT TO SCALE NOTES: 1. INFLOWS SHALL BE CONSTRUCTED AT THE LOCATIONS SHOWN ON THE PLAN. 2. BACKFILL SHALL COMPLETELY COVER GEOTEXTILE. 3. GEOTEXTILE SHALL BE TOE-ED INTO THE BIORETENTION MATERIAL & UPPER SLOPE (3" MIN.). 4. SHAPE CHANNEL AS REQUIRED WITH MIN. 6" SIDESLOPE DEPTH. SECTION PLAN VARIES, SEE PLAN TOP WIDTH TO SUIT CHANNEL 3' TYP. INFLOW SIDEBOTTOM WIDTH 2X TOP WIDTH FLOW BIORETENTION MATERIAL (SEE DETAIL) BIORETENTION SURFACE (SEE DETAIL) 1-1/2" CRUSHED STONE (M2.01.1) PAVEMENT (SEE DETAIL) NATIVE SUBGRADE 6" MIN. OF 3/4" CRUSHED STONE BASE (M2.01.4) 12" MIN NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) 1.5% * WOOD PEDESTRIAN BARRIER RAILING (SEE BELOW DETAIL OF RETAINING WALL AT POST) INFILL SOIL APPROVEDSUBGRADE NOTES: 1. SEE SPECIFICATIONS FOR MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. ± 0.5% TOLERANCE FOR CONSTRUCTION OF CROSS SLOPES ON ACCESSIBLE SURFACES. BLOCK RETAINING WALL DETAIL NOT TO SCALEWALL HEIGHTVARIESSEE GRADINGPLAN(4 FEET MAX.)PERFORATED DRAIN WITH FILTER SOCK GEOGRID SEE MANUFACTURERS INSTRUCTIONS 12" DEEP STANDARD UNIT 12" COPING UNIT MORTARED IN 8" OF DENSE GRADED CRUSHED STONE (M2.01.7) LEVELING PAD NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) 1.5% * NOTES: 1. SEE SPECIFICATIONS FOR MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. ± 0.5% TOLERANCE FOR CONSTRUCTION OF CROSS SLOPES ON ACCESSIBLE SURFACES. BLOCK RETAINING WALL WITH BARRIER POST DETAIL NOT TO SCALEWALL HEIGHTVARIESSEE GRADINGPLAN(4 FEET MAX.)PERFORATED DRAIN WITH FILTER SOCK GEOGRID LENGTH SEE MANUFACTURERS INSTRUCTIONS 12" DEEP STANDARD UNIT 12" COPING UNIT MORTARED IN 8" OF DENSE GRADED CRUSHED STONE (M2.01.7) LEVELING PAD NON-WOVEN GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) POST AND 6" CONCRETE FOOTING TO EXTEND 4' BELOW SURFACE (SEE WOOD PEDESTRIAN BARRIER DETAIL) M1.01.0 M1.01.0 APPLY COMPOST MULCH OVER STONE SUCH THAT MULCH FILLS THE VOIDS AND IS AT OR SLIGHTLY BELOW THE SURFACE OF THE STONES. NOT ALL STONES WILL BE COMPLETELY COVERED SEED (SEED MIX 2) OVER COMPOST PER SPECIFICATIONS INFILL SOIL APPROVEDSUBGRADE SURFACE VARIES. SEE PLAN SURFACE VARIES. SEE PLAN SECTION - TRUNK ARMORING & PRUNING CONSTRUCTION ZONE PRUNE CANOPY AS REQUIRED TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. REMOVE DEAD/DAMAGED LIMBS IF AND AS DIRECTED. PRUNING SHALL BE PER ANSI A300 STANDARDS NO TRESPASSING, STORAGE OF EQUIPMENT, OR STOCKPILING OF MATERIALS ARMOR TREES AS SHOWN ON PLANS OR PER ARBORIST ARMOR FROM BASE OF TREE, INCLUDING ROOT FLARE, TO FIRST BRANCH. TREE ROOT ZONE TREE PROTECTION - TRUNK 1-1/2" CRUSHED STONE (M2.01.1) TO EXTEND AT LEAST 12" BEHIND BLOCKS NOTES: 1. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. 2. FOR WOOD PEDESTRIAN BARRIER POSTS, WHEN CONCRETE FOOTING IS NOT POSSIBLE. 3. ALL HARDWARE TO BE HOT DIPPED GALVANIZED STEEL. POST BRACKET (WOOD TO CONCRETE) NOT TO SCALE 4" X 4" 12 GAUGE BLACK POWDER COAT STEEL POST BASE 1/2" DIA. CONCRETE ANCHORS (4) SECURE POST TO BRACKET WITH 1/4" SDS SCREWS (8 TOTAL) CONCRETE HEADWALL OR BLOCK WALL UNIT 1-1/2" CRUSHED STONE (M2.01.1) TO EXTEND AT LEAST 12" BEHIND BLOCKS 7" MIN. 608143_HD(DETAILS).DWG10-Jun-2022 12:07 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -24 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 DETAILS (4) JUTE MESH SLOPE STABILIZATION DETAIL NOT TO SCALE TURN THE END UNDER 4" ANDSTAPLE AT 5' INTERVALS NOTES:. 1.LOAM AND SEED PRIOR TO FABRIC INSTALLATION. 2.SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT. 3.STAPLING PATTERN AS PER MANUFACTURER'S RECOMMENDATIONS. 4.DO NOT STRETCH FABRIC/MATTINGS TIGHT. ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES. 5.LIME, FERTILIZE AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER INSTALLATION. STAPLE OVERLAPS MAX. 12" SPACING ANCHOR IN 6"x6" MIN. TRENCH &STAPLE AT 12" INTERVALS 100% BIODEGRADABLE JUTE MESH HYDROSEED PRIOR TO FABRIC INSTALLATION 6" MIN. OVERLAP EDGE OF PAV E M E N T 1 1 TYP. FLOW FLOW LIN E VARIES 3' TYP. 3' MAX. GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) UNDERNEATH STONE MODIFIED ROCKFILL (M.2.02.4) SLOPE D5 = 2.5" D25 = 4" D100 = 8" DEPTH = 12" FLOW LIN E 50' TYPICAL SEE PLAN FOR LOCATION PROFILE A-A SPACING STONE CHECK DAM FOR SWALE DETAIL NOT TO SCALE CROSS SECTION 3' MAX. 9" MIN. 18" SEE NOTE 1 18" SEE NOTE 1 A A NOTES: 1. KEY STONE INTO THE SWALE/DITCH BANKS AND EXTEND INTO THE ABUTMENTS A MINIMUM OF 18" TO PREVENT FLOW FROM DIVERTING THE CHECK DAM. MAINTAIN LOWPOINT AT CENTER OF CHECK GEOTEXTILE FABRIC FOR SUBSURFACE DRAINAGE (M9.50.0) UNDERNEATH STONE 1" LIP HSL HIGH SIDE TRANSITION LSL LOW SIDE TRANSITION 6'-6" MIN.5'-0" MIN.1.5% CROSSSLOPE5% TO 15%SLOPE5'-0" MIN. PATH OF TRAVEL VARIES ROADWAY 7.5%* 7.5%* 5% TO 15% SLOPE 6"EDGE OF ROADWAY CURB FOUNDATION DRIVEWAY HMA = 3 1/2" ROADWAY DOWNGRADE SIDEWALK THROUGH DRIVEWAYS - WITHOUT CURB RETURNS NOT TO SCALE WSIDEWALK 8" MIN. DENSE GRADED CRUSHED STONE FOR SUBBASE M2.01.7 1.5%* SLOPE A A SECTION A-A HMA = HOT MIX ASPHALT HSL = HIGH SIDE TRASITION LENGTH LSL = LOW SIDE TRASITION LENGTH W = WIDTH OF SIDEWALK CC = CEMENT CONCRETE WCR #3 ST 1+00 (CROSSWALK CL) NOT TO SCALE SIDEWALK 8' 7.5% ±0.5% CONCRETE SLOPED RAMP HIGH SIDE TRANSITION (6-7' TYP.) SHOULDER ROADWAY "LEVEL ENTRANCE" 1.5 % MAX. SLOPE FOR DRAINAGE CURB OR BERM MATCH EXISTING GRADE 5' MIN. DETECTABLE WARNING PANEL WHERE PATH MEETS EX. SIDEWALK SEE RAMP DETAIL. 10' WIDE CROSSWALK DIRECTION OF TRAFFIC WCR #1 ST 0+4.20 (CROSSWALK CL) NOT TO SCALE WCR #2 ST 0+48.75 (CROSSWALK CL) NOT TO SCALE EXISTING SIDEWALK 5' 7.5% ±0.5%ROADWAY"LEVEL ENTRANCE" 1.5 % MAX. SLOPE FOR DRAINAGE CURB OR BERM MATCH EXISTING GRADE 5' MIN. CONCRETE SLOPED RAMP HIGH SIDE TRANSITION (6-7' TYP.) 10' WIDE CROSSWALK 7.5% ±0.5% 12.4' TRANSITION (6-7' TYP.) 10' WIDE CROSSWALK DIRECTION OF TRAFFIC EXISTING SIDEWALK 6' MATCH EXISTING GRADE CONCRETE SLOPED RAMP 10' X 10' CONCRETE LEVEL ENTRANCE 1.5 % MAX. SLOPE FOR DRAINAGE RO A DW A Y CURB OR BERM DETECTABLE WARNING PANEL "LEVEL ENTRANCE" 1.5 % MAX. SLOPE FOR DRAINAGE DIRECTIONOF TRAFFIC6.5' DETECTABLE WARNING PANEL NOTES: 1. CONTRACTOR TO CONTACT THE ENGINEER IF DISCREPANCIES ARE FOUND IN THE SLOPES AND GRADES SHOWN PRIOR TO POURING THE CONCRETE. 2. RAMP TO BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE PER MASS DOT & ADA REQUIREMENTS. 3. CONTRACTOR TO REPLACE/RESET EX. CURB/BERM AS NECESSARY. 4. CURB END SECTIONS TO BE INSTALLED AT ALL RAMPS WHEN APPLICABLE. 5. DETECTABLE WARNING PANEL TO BE NON SLIP SURFACE FULLY EMBEDED AND MEETING ADA REQUIREMENTS INSTALLED AT ALL ROADWAY CROSSING AND INLINE WITH CROSSWALK.DIRECTIONOF TRAFFIC1 2 MAX TYPICAL GRASS CHANNEL (SWALE) DETAIL NOT TO SCALE 6" MIN6" MIN NOTES: 1. CONTRACTOR TO SHAPE THE CHANNEL FINISHED GRADE IN A PARABOLIC MANNER. 2. LOAM & SEED SOIL PRIOR TO MAT INSTALLATION. 3. JUTE MESH TO BE INSTALLED PER MANUFACTURERS GUIDELINES & DETAILS. 4. SPREAD ONE INCH OF TOPSOIL EVENLY OVER MATTING. MAT TO HAVE DIRECT CONTACT WITH THE SOIL SURFACE. 5. SUBGRADE TO BE UNIFORM AND SMOOTH. REMOVE ALL ROCKS, CLODS, VEGETATION OR OTHER OBJECTS. 6. DO NOT STRETCH FABRIC/MATTINGS TIGHT. ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES. STABILIZE BOTTOM & SIDESLOPES OF CHANNEL WITH 100% BIODEGRADABLE JUTE MESH (SEE NOTES) 3:1 TYP. 2:1 MAX 1.5' TYP 2.0' 2:1 TYP. 2.0' 2% SHOULDER ALONG PATH 2.0' 2:1 TYP. PAVED SURFACE 4" LOAM (M1.05.0) & SEED (SHORT-TERM EROSION CONTROL SEED - M6.03.1) 6" SAND BORROW (MEETING M1.04.0 TYPE A) OR ENGINEER APPROVED EQUAL NATIVE MATERIAL APPROVED NATIVE MATERIAL OR ORDINARY BORROW (M1.01.0) DEPTH = 6" MIN. PLAN VIEW STAPLE OVERLAPS MAX. 12" SPACING JUTE MESH TO BE INSTALLED PARALLEL TO CHANNEL STAPLE JUTE MESH AT BOTTOM OF SLOPE AT 5' INTERVALS TURN THE END UNDER 4" AND STAPLE AT 5' INTERVALS TURN THE END UNDER 4" AND STAPLE AT 5' INTERVALS 3:1 TYP. 2:1 MAX 1.5' BASE OF CHANNEL 2.0' SIDESLOPE 2.0' SHOULDER ALONG PATH 2.0' SIDESLOPE SECTION VIEW EDGE OF PAVEMENT TOP OF SLOPE BOTTOM OF SLOPE JUTE MESH TO EXTEND 6" FROM TOP OF SLOPE SIDE VIEW INSTALLED SILT SACK NOT TO SCALE NOTES: 1. SEDIMENT CONTROL INSERTS TO BE INSTALLED OVER ALL CATCHBASINS/INLETS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE. 2.TEMPORARY INLET PROTECTION TO BE REMOVED AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. 3. DEPTH (D) TO BE A MINIMUM OF 16-INCHES. 4. MANUFACTURER TO BE SILT SACK OR APPROVED EQUIVALENT. D CATCHBASIN OUTLET EXPANSION RESTRAINT 1" REBAR OR EQUAL FOR BAG REMOVAL FROM INLET OVERFLOW SLOTS OR APPROVED EQUIV. DUMP LOOP HANDLES PROPOSED AND/OR EXISTING CATCHBASIN 4'-7" 4'-1" 8'-4 716" 4" X 4" TIMBER POST SEE ROOF ASSEMBLY 4'-0" 3'-2" DISPLAY BOARD: 12" TREATED EXTERIOR PLYWOOD (FRONT AND READ) DISPLAY FRAME: 1" X 4" TREATED TIMBER 3'-5" 2'-7" 30" PIANO HINGE LOCK AND HASP 2'-2 316" REAR DISPLAY BOARDFRONT DISPLAY BOARD SEE WINDOW ASSEMBLY SEE ROOF ASSEMBLY 2'-6" 0'-6" 0'-3" 1'-6" 2'-1 716" 1'-0" 1'-7 78" ROOF FRAME SUPPORTS: 2" X 4" TREATED TIMBER ROOF DECK SUPPORTS (3): 2" X 4" TREATED TIMBER LENGTH: 3'-9" 6" STRAP HINGE (ON INNER OF FRAME SUPPORTS) TOP LAYER: SHINGLES MIDDLE LAYER: ROOFING FELT BOTTOM LAYER: ROOF DECK 12" TREATED EXTERIOR PLYWOOD L 4'-6" X W 1'-6" 4'-7" 1'-6" 3'-0"2'-9" 3'-5" 3'-8" PLEXIGLASS WINDOW WINDOW FRAME: 1" X 2" TREATED TIMBER WAYFINDING KIOSK DETAIL NOT TO SCALE SECTION VIEWFRONT VIEW 3/4" CRUSHED STONE BASE (M2.01.4) WINDOW ASSEMBLY ROOF ASSEMBLY 1" ROOF DECK SUPPORTS (3): 2" X 4" TREATED TIMBER ROOF RIDGE ROOF FRAME SUPPORTS 3'-9" ISOMETRIC VIEW PLAN VIEW SIDE VIEW CEMENT CONCRETE PEDESTRIAN CURB RAMPS NOT TO SCALE MATCHLINE- SHEET 14MATCHLINE- SHEET 13MATCHLINE- SHEET 13MATCHLINE- SHEET 15ROCKY HILL ROAD60' PUBLIC ROWMATCHLINEMATCHLINE1 2 3 4 5 6 7 8 9 10 11 345 SEE GRADING PLAN (3) SHEET NO. 15L2 C1 L3 C2 L4 L5 L6 L7 C3 C14C15C16 L20L21 L22BVW DISTURBANCE AREA 288 SF BVW DISTURBANCE AREA 140 SF BVW DISTURBANCE AREA 152 SF BVW DISTURBANCE AREA 375 SF +86.32 OFFSET: 5.00 +85.22 OFFSET: 5.00 X+65.83 OFFSET: 10.00 X+66.33 OFFSET: 10.00 ROCKY HILL GREENWAY BEGIN STA 0+00 N2938622.8262 E341980.8583 +86.47 OFFSET: 7.00 111 2 333 4 5 66666554444333333322 11111111111111111 22222 3333 4444 55555 66666 C3C3C3C3C3C3C3C3C3C3C3111111111111111111111111111111111111111111111111L7L7L7L7L7L7L7L7L7L7L7L7L710101010101010101010101010101010101010L6L6L6L6L6L6L6L6L6L69999999L5L5L5L5L5L5L5L5L5888XXXX XXXXXXXXXX7777C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16C16 SEED MIX 1 APPROX. 3,730 SF SEED MIX 2 (CONTINUED ON SHEET 28) TOTAL AREA = APPROX. 64,500 SFSEED MIX 2 APPROX.820 SF SEE BIORETENTION PLANTING PLAN 608143_HD(PLANTING).DWG10-Jun-2022 12:07 PMPlotted on0 SCALE: 1" = 40' 40 160100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -25 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 LANDSCAPE PLAN (1)NCONTINUED ONSHEET NO. 26NOTES: 1. PLANT THE SAME SPECIES IN GROUPS OF 3-7 TO CREATE A NATURALIZED APPEARANCE. 2. ALL CAREX IN THE BIORETENTION AREAS SHOULD BE PLANTED CONSISTENTLY ACROSS THE BOTTOM WITH THE INTENTION OF CREATING AN UNDERSTORY GROUNDCOVER. 3. ANY PLANTS THAT DO NOT FIT AT THE BOTTOM OF THE BIORETENTION AREA CAN BE INCOPORATED INTO THE PLANTING AT THE TOP OF SLOPE. BIORETENTION PLANTING PLAN SCALE: 1" = 10'-0" SEEDING NOTES: 1. SEED MIX AREAS ARE CALLED OUT ON THE PLANS AND ARE NOT HATCHED. 2. AN ANNUAL COVER CROP(S), TO BE USED. SPECIES DEPENDENT ON TIME OF YEAR, SEE SPECS. SEED MIX 1: TO BE PLANTED IN LOCATIONS ADJACENT TO WETLANDS AS SHOWN ON THE PLANS. SEE SPECIFICATIONS FOR SEEDING. SEED MIX 2: TO BE PLANTED IN ALL DISTURBED AREAS WITHIN THE LOW THAT ARE NOT CALLED OUT TO BE SEEDED WITH SEED MIX 1 AS SHOWN ON THE PLANS. THIS DOES NOT INCLUDE THE INLAND WETLAND REPLICATION AREA OR THE BIORETENTION AREAS. SEE SPECIFICATIONS FOR SEEDING. TRANSPLANTING: THE RESIDENT ENGINEER WILL COORDINATE TAGGING PLANTS TO BE TRANSPLANTED PRIOR TO CONSTRUCTION IN THE AREAS WITH EARTHWORK. THESE PLANTS WILL BE DIRECTLY TRANSPLANTED OR STOCKPILED PRIOR TO PLANTING. CFT CFT CFTCFT CFTCFTMATCHLINE- SHEET 14MATCHLINE- SHEET 13MATCHLINEMATCHLINETP 1 TP 2 1 0 11 12 13 14 15 161718 192021 22 2 324 25 26 L7 C3 L8 C4 L9 C5 L10 C6 L11C7 L12 C 8 L13 L14C9 C10L15 C11 L16 C12L 1 7C13 L18 ROCKY HILL GREENWAY END STA 25+99.87 N2937482.5679 E343496.6877MATCHLINE- SHEET 7MATCHLINE- SHEET 8C12C12C12C12C12C12C12C1222222222222222222222222222222222222222 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 L 1 7 C11C11C11C11C11C11C11C11C11C11C11C11C11C11C11C11C11C11C11C11 252525252525252525252525252525252525252525 21212121212121212121 2424242424242424242424242424242424242424242424242424242424242424242424242424242424C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C13C10C10C10C10C10C10C10C10C10C10C10C10C10C10C10L14L14L14L14L14L14L14L14L14L14L14 2020L14L14L14L14L14 202020202020202020202020L14L14L14 20202020202020L14L14L14L14 202020202020202020L14L14C9C9C9C9C9C9C9C9C9C9C9C9CFTCFTCFTCFTCFTCFTCFTL13L13L13L13L13L13L13L13L13L13L13L13L13L13L13L13L13L1319L13L13L13L13L13L1319191919L13L13L13L1319191919L1319191919191919191919C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 C 8 181818181818181818181818181818181818181818 CFTCFTCFTCFTCFT L12L12L12L12L12L12L12L12L12L12L12L12L12L12L12L12L12L12L12L12 L11L11L11L11 L12L12L12L12 L11L11L11L11L11L11 L12L12L12L12L12 L11L11L11L11L11L11L11L11L11L11L11L11L11L11L11L11L11L11L11L11L11 1616161616161616161616161616161616161616161616161616161616C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6C6 CFT C6C6C6C6C6C6C6 CFT C6C6C6 CFTCFTCFT 1717171717CFT 1717171717171717C7C7C7C71717171717C7C7C7C7C7C7C7171515151515151515151515151515151515151515 14141414141414141414141414141414141414141414141414141414L9L9L9L9L9L9L9L9L9L9L9L9L9L9L9L9131313131313131313131313131313131313131313131313C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4 TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1TP 1L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8L8 1212121212121212121212121212121212121212 C3C3C3C3C3C3C3C3C3C3C3 1111111111111111111111111111111111111111111111 CFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTSEED MIX 2 CONTINUED (SEE SHEET 27) TOTAL AREA APPROX.64,500 SF 10+00 1+52.25CFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFT CFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFT CFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFTCFT SEED MIX 1 TOTAL AREA APPROX. 4,000 SF NAVD 88 BASE ELEV 150.00 INLAND WETLAND REPLICATION AREA 160 170 180 190 150 160 170 180 190 169.910+00 165.77162.421+00 159.462+000+00 1+00 2+00 3:1 TYP. 12" UNCONTAMINATED WETLAND SOIL 4" LOAM AND SEED MIX 2 PROP CULVERT 82' X 2' X 2' SEE WETLAND REPLICATION PLANTING PLAN 10' PROP MULTI-USE TRAIL 10' PROP MULTI-USE TRAIL 3:1 TYP. JUTE MESH TO EXTEND 2' DOWN SLOPE FROM PATH EDGE EXISTING GRADE INLAND WETLAND REPLICATION AREA COMPACTED NATIVE FILL JUTE MESH TO EXTEND 2' DOWN SLOPE FROM TRAIL EDGE 608143_HD(PLANTING).DWG10-Jun-2022 12:07 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -26 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 LANDSCAPE PLAN (2) N HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS SEE BELOW 0 SCALE: 1" = 40' 40 160100 INLAND WETLAND REPLICATION PLANTING PLAN SCALE: 1" = 10' NOTES: 1. PLANT THE SAME PERENNIAL AND FERN SPECIES IN GROUPS OF 7-12 TO CREATE A NATURALIZED APPEARANCE. 2. ALL CAREX AND JUNCUS SHOULD BE PLANTED CONSISTENTLY ACROSS THE BOTTOM WITH THE INTENTION OF CREATING AN UNDERSTORY GROUNDCOVER. 608143_HD(PLANTING).DWG10-Jun-2022 12:07 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -27 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 LANDSCAPE DETAILS EQ. EQ. USE EQUIDISTANT TRIANGULAR SPACING FOR PLANTS - FOR ACTUAL SPACING SEE PLANS OR PLANTING SCHEDULE EQ. PACK BACKFILL BY HAND PLANT 12" ON CENTER 12" O.C. 12" O.C.PLANT CELL PLUG PLANTING DETAIL NOT TO SCALE FINISH GRADE 4" LOAM AND SEED DETAIL NOT TO SCALE ROOTBALL SHALL BE PLACED ON EXISTING SUBSOIL TREE WRAP SHALL NOT BE USED COMPLETELY REMOVE SYNTHETIC BURLAP & LACING BACKFILL MIX PER SPECIFICATIONS DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE TREE SHALL BE SET PLUMB CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT 3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY ROOT FLARE SHOULD BE SLIGHTLY ABOVE MIN. 2 X ROOTBALL DIAMETER ROOTBALL DO NOT CUT LEADER FROM TRUNK OF TREE) 6 INCHES BELOW ROOTBALL REMOVE EXCESS SOIL TO EXPOSE ROOT FLARE CUT & REMOVE WIRE BASKET SIDES FINISHED GRADE AFTER SETTLEMENT DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE ROOTBALL BELOW 6 IN AND BACKFILL WITH PLANTING MIX EXCAVATE TO REQUIRED DEPTH EXISTING SUBSOIL WATER BY FLOODING TWICE IN FIRST TWO HOURS AFTER PLANTING. WATER & MAINTAIN AS PER SHRUBS SHALL BE SET PLUMB STANDARD SPECIFICATIONS BACKFILL MIX PER STANDARD SPECIFICATIONS AWAY FROM BASE OF SHRUB) AROUND SHRUB 2-3 INCH DEPTH AGED PINE BARK MULCH (PULL 3 INCH HIGH EARTH WATERING SAUCER ACCEPTED FOR PLANTING LOOSE OR CRACKED ROOTBALLS WILL NOT BE 3 X ROOTBALL ROOTBALL LACING. FOR CONTAINERIZED PLANTS, REMOVE CONTAINER PRIOR TO PLANTING. SCORE SIDES OF CONTAINER AND LOOSEN ANY ROOTS ENCIRCLING THE ROOT BALL COMPLETELY REMOVE SYNTHETIC BURLAP AND CROWN OF SHRUB SHOULD BE SLIGHTLY ABOVE FINISHED GRADE AFTER SETTLING SHRUB PLANTING DETAIL NOT TO SCALE PLANTING SPACING DETAIL NOT TO SCALE EXISTING SUBSOIL SPACING VARIES SEE PLANS OR NOTES EXCAVATE TO REQUIRED DEPTH AND BACKFILL WITH PLANTING MIX RAISE AND REPLANT PLANTS THAT SETTLE MORE THAN 3 INCHES AFTER PLANTING AND WATERING IN WATER BY FLOODING TWICE IN FIRST TWO HOURS AFTER PLANTING. WATER & MAINTAIN AS PER STANDARD SPECIFICATIONS CROWN OF PLANT TO BE SLIGHTLY ABOVE FINISHED GRADE AFTER SETTLING 1INCH MAX. DEPTH AGED PINE BARK MULCH (PULL AWAY FROM BASE) 2 INCH HIGH EARTH WATERING SAUCER BACKFILL MIX PER SPECIFICATIONS REMOVE PLANT FROM CONTAINER EVEN IF PLANTABLE CONTAINER. SCORE SIDES AND BOTTOM OF ROOT BALL TO LOOSEN ROOTS PERENIAL PLANTING DETAIL NOT TO SCALE SEED:ALONG PATH - SLOPES & SHOULDERS M6.03.1 WETLAND RESTORATION/MITIGATION - PER PLAN TOPSOIL: M1.05.0 SUBSOIL: COMPACTED NATIVE MATERIALOR ORDINARY BORROW (M1.01.0)COMPACTED AT 90% MAXIMUM DENSITY WETLAND MONITORING WELL DETAIL NOT TO SCALE BENTONITE/SOIL MIXTURE RISER VENTED WELL CAP (LOOSELY FITTED) WELL STOCK AUGURED HOLE WELL SCREEN SAND FILTER PACK WELL CAP WITH DRAIN HOLE BENTONITE SEAL GROUND SURFACE 0+00 252 256 260 252 256 260 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 0+00.00 Material Name cut rocky hill fill rocky hill Area 8.431 0.278 256.3256.270+50 252 256 252 256 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 0+50.00 Material Name cut rocky hill fill rocky hill Area 9.810 0.620 253.4 253.40 8.00' PROP SIDEWALK REMOVE AND RESET CURB SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 0+76 248 252 248 252 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 0+76.00 Material Name cut rocky hill fill rocky hill Area 8.017 0.005 251.7 251.68 5.20' PROP DRIVEWAY CROSSING SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM GUTTER LINE 1+00 248 252 248 252 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 1+00.00 Material Name cut rocky hill fill rocky hill Area 9.660 0.644 250.6 250.58 8.00' PROP SIDEWALK REMOVE AND RESET CURB SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -28 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - ROCKY HILL SIDEWALK (1) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 1+50 244 248 252 244 248 252 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 1+50.00 Material Name cut rocky hill fill rocky hill Area 9.137 0.836 247.5247.488.00' PROP SIDEWALKREMOVE AND RESET CURB SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 1+62 244 248 252 244 248 252 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 1+62.00 Material Name cut rocky hill fill rocky hill Area 7.393 0.370 246.8246.835.20' PROP DRIVEWAY CROSSING MEET EXISTING SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 2+00 240 244 248 252 240 244 248 252 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 2+00.00 Material Name cut rocky hill fill rocky hill Area 18.584 0.492 244.9 244.92 8.00' PROP SIDEWALK PROP MODIFIED STONE SLOPE REMOVE AND RESET CURB SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 2+50 240 244 248 240 244 248 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 2+50.00 Material Name cut rocky hill fill rocky hill Area 13.715 2.403 241.8 241.84 8.00' PROP SIDEWALK REMOVE AND RESET CURB PROP MODIFIED STONE SLOPE SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 3+00 236 240 244 248 236 240 244 248 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 3+00.00 Material Name cut rocky hill fill rocky hill Area 15.199 2.482 239.0239.028.00' PROP SIDEWALK REMOVE AND RESET CURB PROP MODIFIED STONE SLOPE SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -29 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - ROCKY HILL SIDEWALK (2) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 3+50 232 236 240 244 232 236 240 244 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 3+50.00 Material Name cut rocky hill fill rocky hill Area 18.523 0.790 236.4236.438.00' PROP SIDEWALK REMOVE AND RESET CURB PROP MODIFIED STONE SLOPE SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 4+00 232 236 232 236 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 4+00.00 Material Name cut rocky hill fill rocky hill Area 6.641 0.496 233.2 233.16 5.20' PROP DRIVEWAY CROSSING MEET EXISTING SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM DRIVEWAY 4+50 228 232 228 232 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28 Material(s) at Station 4+50.00 Material Name cut rocky hill fill rocky hill Area 10.740 15.846 230.9230.898.00' PROP SIDEWALK 3:1 SLOPES TO MEET EXISTING SAWCUT/LIMIT OF WORK LINE 1.5' OFF FROM RESET CURB 5+00 224 228 232 224 228 232 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64-68 226.1226.098.00' PROP SIDEWALKPROP PAVED PARKING SEE CONSTRUCTION PLANS PROP BLOCK RETAINING WALL PROP WOOD PEDESTRIAN BARRIER 5+50 220 224 228 220 224 228 0 4 8 12 16 20 24 280-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64-68-72-76 Material(s) at Station 5+50.00 Material Name cut rocky hill fill rocky hill Area 3.091 25.540 223.1223.138.00' PROP SIDEWALK PROP BIORETENTION AREA PROP BLOCK RETAINING WALL PROP WOOD PEDESTRIAN BARRIER PROP PAVED PARKING SEE CONSTRUCTION PLANS 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -30 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - ROCKY HILL SIDEWALK (3) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 0+00 224 228 232 224 228 232 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 227.46Material(s) at Station 0+00.00 Material Name CUT FILL Area 0.000 0.000 0+50 220 224 228 220 224 228 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 226.5224.59Material(s) at Station 0+50.00 Material Name CUT FILL Area 6.246 148.734PROP PAVED PARKING 8' PROP SIDEWALK/PATH PROP PAVED PARKING PROP RETAINING WALL PROP RETAINING WALL PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 1+00 220 224 228 220 224 228 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 224.8223.04Material(s) at Station 1+00.00 Material Name CUT FILL Area 0.000 56.100 18.00' PROP MULTI USE TRAIL 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 1+50 220 224 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 Material(s) at Station 1+50.00 Material Name CUT FILL Area 12.644 7.587 222.4 222.09 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 2+00 220 224 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 Material(s) at Station 2+00.00 Material Name CUT FILL Area 17.964 1.154 221.4 221.35 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 2+50 216 220 224 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 220.9221.40Material(s) at Station 2+50.00 Material Name CUT FILL Area 24.482 1.099 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -31 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 3+00 216 220 224 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 220.4220.67Material(s) at Station 3+00.00 Material Name CUT FILL Area 23.059 2.435 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 3+50 216 220 224 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 219.9220.00Material(s) at Station 3+50.00 Material Name CUT FILL Area 19.263 1.124 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 4+00 216 220 224 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 219.4 218.81 Material(s) at Station 4+00.00 Material Name CUT FILL Area 8.212 13.318 2.00' SHOULDER16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 4+50 216 220 224 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 218.9 219.06 Material(s) at Station 4+50.00 Material Name CUT FILL Area 20.720 2.842 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 5+00 212 216 220 224 212 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 218.4218.51Material(s) at Station 5+00.00 Material Name CUT FILL Area 19.007 5.717 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -32 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (2) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 5+50 212 216 220 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 217.9217.94Material(s) at Station 5+50.00 Material Name CUT FILL Area 16.489 6.719 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 5+85 208 212 216 220 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 217.6217.65Material(s) at Station 5+85.00 Material Name CUT FILL Area 14.798 10.225 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER PROP CULVERT SEE GRADING PLANS 2.50' 2.00' SHOULDER 2:1 SLOPES TO MEET EXISTING HEADWALL HEADWALL PROPOSED GRADE STONE FOR PIPE ENDS APPROX. ELEV OF EXISTING SURFACE PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER STONE FOR PIPE ENDS 6+00 208 212 216 220 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 217.4217.46Material(s) at Station 6+00.00 Material Name CUT FILL Area 15.532 6.185 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 6+50 208 212 216 220 224 208 212 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 216.9217.67Material(s) at Station 6+50.00 Material Name CUT FILL Area 32.026 1.394 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -33 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (3) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 7+00 208 212 216 220 224 208 212 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 216.0216.66Material(s) at Station 7+00.00 Material Name CUT FILL Area 31.526 0.654 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 7+50 208 212 216 220 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 214.8214.68Material(s) at Station 7+50.00 Material Name CUT FILL Area 16.612 3.457 16.00' PROP MULTI USE TRAIL 2.00' SHOULDER3:1 SLOPES TO MEET EXISTING 8+00 204 208 212 216 204 208 212 216 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 213.6212.84Material(s) at Station 8+00.00 Material Name CUT FILL Area 2.706 10.99510.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 8+50 204 208 212 216 220 204 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 212.3211.48Material(s) at Station 8+50.00 Material Name CUT FILL Area 1.079 19.960 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -34 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (4) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 3:1 SLOPES TO MEET EXISTING 8+54 204 208 212 216 220 204 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 212.2211.50Material(s) at Station 8+54.00 Material Name CUT FILL Area 2.207 16.122 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER STONE FOR PIPE ENDS STONE FOR PIPE ENDS PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 3:1 SLOPE TO MEET EXISTING PROP HEADWALL PROP HEADWALL 9+00 200 204 208 212 216 220 200 204 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 211.1211.29Material(s) at Station 9+00.00 Material Name CUT FILL Area 13.547 0.546 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 9+50 200 204 208 212 216 220 200 204 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 209.8211.40Material(s) at Station 9+50.00 Material Name CUT FILL Area 46.871 0.253 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -35 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (5) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 10+00 204 208 212 216 220 204 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 208.4211.62Material(s) at Station 10+00.00 Material Name CUT FILL Area 108.852 0.321 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 10+50 200 204 208 212 216 220 224 200 204 208 212 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 206.5213.73Material(s) at Station 10+50.00 Material Name CUT FILL Area 282.510 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP GRASS CHANNEL 11+00 200 204 208 212 216 220 224 200 204 208 212 216 220 224 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 204.5213.75Material(s) at Station 11+00.00 Material Name CUT FILL Area 418.668 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP GRASS CHANNEL 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -36 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (6) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 11+50 198 200 204 208 212 216 220 198 200 204 208 212 216 220 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 202.5212.24Material(s) at Station 11+50.00 Material Name CUT FILL Area 524.470 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP GRASS CHANNEL 12+00 196 200 204 208 212 216 196 200 204 208 212 216 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 200.5209.48Material(s) at Station 12+00.00 Material Name CUT FILL Area 377.038 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP GRASS CHANNEL 12+50 194 196 200 204 208 212 194 196 200 204 208 212 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 198.5204.08Material(s) at Station 12+50.00 Material Name CUT FILL Area 229.113 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP GRASS CHANNEL 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -37 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (7) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 13+00 192 196 200 204 208 192 196 200 204 208 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 196.5199.24Material(s) at Station 13+00.00 Material Name CUT FILL Area 99.891 0.025 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP GRASS CHANNEL 13+50 188 192 196 200 204 188 192 196 200 204 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 194.5195.09Material(s) at Station 13+50.00 Material Name CUT FILL Area 39.211 0.01810.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER PROP GRASS CHANNEL 13+85 184 188 192 196 200 204 184 188 192 196 200 204 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 193.0190.77Material(s) at Station 13+85.00 Material Name CUT FILL Area 1.028 24.957 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER PROP CULVERT SEE GRADING PLANS 2.08' 2.00' SHOULDER PROP HEADWALL PROP HEADWALL 2:1 SLOPES TO MEET EXISTING STONE FOR PIPE ENDS STONE FOR PIPE ENDS PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -38 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (8) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 14+00 180 184 188 192 196 200 204 180 184 188 192 196 200 204 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 192.3192.07Material(s) at Station 14+00.00 Material Name CUT FILL Area 9.517 4.887 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 14+50 172 176 180 184 188 192 196 200 172 176 180 184 188 192 196 200 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 189.9188.27Material(s) at Station 14+50.00 Material Name CUT FILL Area 0.000 27.743 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -39 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (9) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 15+00 176 180 184 188 192 196 176 180 184 188 192 196 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 187.4185.53Material(s) at Station 15+00.00 Material Name CUT FILL Area 0.000 33.03310.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING 15+50 172 176 180 184 188 192 172 176 180 184 188 192 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 184.9179.99Material(s) at Station 15+50.00 Material Name CUT FILL Area 0.000 183.981 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 16+00 168 172 176 180 184 168 172 176 180 184 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 182.4172.73Material(s) at Station 16+00.00 Material Name CUT FILL Area 0.013 415.323 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -40 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (10) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 16+50 160 164 168 172 176 180 184 160 164 168 172 176 180 184 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 179.9168.09Material(s) at Station 16+50.00 Material Name CUT FILL Area 0.000 524.190 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 17+00 160 164 168 172 176 180 160 164 168 172 176 180 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 177.4165.23Material(s) at Station 17+00.00 Material Name CUT FILL Area 0.000 593.89110.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 17+50 156 160 164 168 172 176 156 160 164 168 172 176 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 174.9161.43Material(s) at Station 17+50.00 Material Name CUT FILL Area 0.000 719.54210.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -41 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (11) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 18+00 152 156 160 164 168 172 176 152 156 160 164 168 172 176 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 172.9159.80Material(s) at Station 18+00.00 Material Name CUT FILL Area 0.000 708.603 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 18+50 156 160 164 168 172 156 160 164 168 172 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 171.1159.45Material(s) at Station 18+50.00 Material Name CUT FILL Area 0.074 581.526 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 18+80 152 156 160 164 168 172 152 156 160 164 168 172 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 170.0159.19Material(s) at Station 18+80.00 Material Name CUT FILL Area 0.000 508.910 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER PROP CULVERT SEE GRADING PLANS 2.00' SHOULDER3:1 SLOPES TO MEET EXISTING STONE FOR PIPE ENDS PROP WOOD PEDESTRIAN BARRIER NO HEADWALLS ON EITHER SIDE OF CULVERT, CULVERT TO BE MITERED TO MATCH SLOPE 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -42 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (12) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 19+00 156 160 164 168 172 156 160 164 168 172 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 169.3159.37Material(s) at Station 19+00.00 Material Name CUT FILL Area 0.000 447.411 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 19+50 156 160 164 168 156 160 164 168 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 167.6160.63Material(s) at Station 19+50.00 Material Name CUT FILL Area 0.000 251.94510.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 20+00 156 160 164 168 156 160 164 168 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 165.8163.38Material(s) at Station 20+00.00 Material Name CUT FILL Area 0.074 57.244 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER PROP WOOD PEDESTRIAN BARRIER 20+50 156 160 164 168 172 176 156 160 164 168 172 176 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 164.1163.97Material(s) at Station 20+50.00 Material Name CUT FILL Area 9.960 2.343 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER PROP WOOD PEDESTRIAN BARRIER 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -43 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (13) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 21+00 156 160 164 168 156 160 164 168 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 162.3162.66Material(s) at Station 21+00.00 Material Name CUT FILL Area 17.209 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER PROP WOOD PEDESTRIAN BARRIER 21+50 156 160 164 156 160 164 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 160.6159.69Material(s) at Station 21+50.00 Material Name CUT FILL Area 1.342 14.892 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 22+00 152 156 160 152 156 160 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 158.8156.47Material(s) at Station 22+00.00 Material Name CUT FILL Area 0.000 53.249 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 22+50 152 156 160 152 156 160 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 157.1155.87Material(s) at Station 22+50.00 Material Name CUT FILL Area 0.000 24.176 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 23+00 148 152 156 160 148 152 156 160 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 155.3155.44Material(s) at Station 23+00.00 Material Name CUT FILL Area 23.190 0.643 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER PROP GRASS CHANNEL 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -44 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (14) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 23+50 148 152 156 160 148 152 156 160 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 153.6155.94Material(s) at Station 23+50.00 Material Name CUT FILL Area 97.105 0.00010.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER PROP GRASS CHANNEL 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 24+00 144 148 152 156 160 144 148 152 156 160 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 151.8155.77Material(s) at Station 24+00.00 Material Name CUT FILL Area 158.224 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER PROP GRASS CHANNEL 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 24+50 144 148 152 156 144 148 152 156 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 150.3154.56Material(s) at Station 24+50.00 Material Name CUT FILL Area 166.909 0.114 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER PROP GRASS CHANNEL 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 25+00 144 148 152 156 144 148 152 156 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 149.3152.10Material(s) at Station 25+00.00 Material Name CUT FILL Area 99.001 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER 2.00' SHOULDER PROP GRASS CHANNEL 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -45 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (15) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 25+50 144 148 152 156 144 148 152 156 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 148.6152.51Material(s) at Station 25+50.00 Material Name CUT FILL Area 97.953 0.000 10.00' PROP MULTI USE TRAIL 2.00' SHOULDER2.00' SHOULDER 3:1 SLOPES TO MEET EXISTING PROP WOOD PEDESTRIAN BARRIER 26+00 144 148 152 144 148 152 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 147.83Material(s) at Station 26+00.00 Material Name CUT FILL Area 0.000 0.000 608143_HD(CROSS_SECTIONS).DWG10-Mar-2015 3:39 PMPlotted onFED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -46 46 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CROSS SECTIONS - MULTI USE TRAIL (16) 0 HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8