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190806_ROCKY HILL GREENWAY-DOT SUBMISSION_reduced.pdfROCKY HILL GREENWAY BEGIN STA 0+00 N2938622.3721 E341979.7527 ROCKY HILL GREENWAY END STA 26+06.05 N2937480.3488 E343502.5523 60 8 4 1 3 _ S V 1 ( C O V E R S H E E T ) . D W G 6- A u g - 2 0 1 9 2 : 2 5 P M Pl o t t e d o n FED. AID PROJ. NO.TOTAL SHEETSSTATE MA PROJECT FILE NO. -1 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TITLE SHEET LENGTH OF PROJECT = 2610 FEET = 0.49 MILES MASSACHUSETTS DEPARTMENT OF TRANSPORTATION SHEETNO. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED: DIVISION ADMINISTRATOR DATE DATE CHIEF ENGINEER DATE RECOMMENDED FOR APPROVAL APPROVED IN THE CITY OF HAMPSHIRE COUNTY NORTHAMPTON HIGHWAY DIVISION PLAN OF HIGHWAY ADMINISTRATOR DATE DESCRIPTION REV # 25% PERMITTING SUBMITTAL 500 SCALE: 1" = 500' 0 1000 1500 2000 ROCKY HILL GREENWAY MULTI USE TRAIL PROJECT LOCATION ROUTE 66 I C E P O N D D R . MANHA N R A I L T R A I L 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 ROUT E 1 0 N NOTE: HORIZONTAL DATUM IS MASS GRID. Sustainable Environmental Solutions www.horsleywitten.com 90 Route 6A Sandwich, MA 02563 508-833-6600 voice508-833-3150 fax Horsley Witten Group, Inc. THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 01, 2015, 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. ROCKY H I L L R O A D PROPOSED 506FT MULTI-USE PATH 10/8/2018 ADDRESSED REVIEW COMMENTS 1 Sheet List Table Sheet Number Sheet Number 1 TITLE SHEET 2 LEGEND 3 TYPICAL SECTIONS 4 DETAILS (1) 5 DETAILS (2) 6 DETAILS (3) 7 DETAILS (4) 8 BASE PLAN (1) 9 BASE PLAN (2) 10 CONSTRUCTION PLANS (1) 11 CONSTRUCTION PLANS (2) 12 CONSTRUCTION PLANS (3) 13 GRADING PLAN (1) 14 GRADING PLAN (2) 15 GRADING PLAN (3) 16 ROCKY HILL GREENWAY PROFILE PLAN (1) 17 ROCK HILL GREENWAY PROFILE PLAN (2) 18 ROCKY HILL RD MULTI-USE PATH PROFILE PLAN 19 SIGNS AND MARKINGS PLAN (1) 20 SIGNS AND MARKINGS PLAN (2) 21 TRAFFIC SIGNAGE DETAILS 22 TRAFFIC MANAGEMENT (1) 23 TRAFFIC MANAGEMENT (2) 24 ROCKY HILL GREENWAY CROSS SECTIONS (1) 25 ROCKY HILL GREENWAY CROSS SECTIONS (2) 26 ROCKY HILL GREENWAY CROSS SECTIONS (3) 27 ROCKY HILL GREENWAY CROSS SECTIONS (4) 28 ROCKY HILL GREENWAY CROSS SECTIONS (5) 29 ROCKY HILL GREENWAY CROSS SECTIONS (6) 30 ROCKY HILL GREENWAY CROSS SECTIONS (7) 31 ROCKY HILL GREENWAY CROSS SECTIONS (8) 32 ROCKY HILL GREENWAY CROSS SECTIONS (9) 33 ROCKY HILL GREENWAY CROSS SECTIONS (10) 34 ROCKY HILL GREENWAY CROSS SECTIONS (11) 35 ROCKY HILL GREENWAY CROSS SECTIONS (12) 36 ROCKY HILL RD MULTIUSE PATH CROSS SECTIONS 12/21/2018 ADDRESSED CRM COMMENTS 2 08/06/2019 ADDRESSED DEP COMMENTS 3 60 8 1 4 3 _ H D 2 ( L A Y O U T ) . D W G 8- J u n - 2 0 1 5 1 2 : 1 2 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -2 36 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 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 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 PVT POINT OF VERTICAL TANGENCY ABBREVIATIONS (cont.) GENERAL 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 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 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 JB CB FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM CB SF 20' 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 5 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -3 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TYPICAL SECTIONS TYPICAL 16' ROCKY HILL GREENWAY MULTI-USE TRAIL / DRIVEWAY CROSS SECTION STA 0+05.55 TO 7+77.39 NOT TO SCALE TYPICAL 10' ROCKY HILL GREENWAY MULTI-USE PATH W/ SWALE CROSS SECTION STA 10+35.83 TO STA 13+85.99 NOT TO SCALE PAVEMENT NOTES PROPOSED FULL DEPTH PAVEMENT SURFACE COURSE: 1-1/2" SUPERPAVE - 9.5 (SSC-9.5) OVER INTERMEDIATE COURSE: 2" SUPERPAVE - 19.0 (SIC-19.0) OVER BASE:8" GRAVEL BORROW (M1.03.0) TYPE B TYPICAL 10' ROCKY HILL GREENWAY MULTI-USE PATH W/ SWALE CROSS SECTION STA 23+00.00 TO STA 25+99.78 NOT TO SCALE 10' PAVED TRAIL ℄ COMPACTED BASE (SEE PAVEMENT DETAIL) 1.5% +/- 0.5%1.5% +/- 0.5% 1:6 MAX 1.5' WIDE VEGETATED GRASS SWALE 1:4 TYP. 9" TYP. GRASS SHOULDER 2'2'6' TYP. 10' PAVED TRAIL ℄ COMPACTED BASE (SEE PAVEMENT DETAIL) 1.5% +/- 0.5%1.5% +/- 0.5% 1:6 MAX 1.5' WIDE VEGETATED GRASS SWALE 1:4 TYP. 9"TYP. GRASS SHOULDER 2'2'6' TYP. 3:1 MAX. SIDE SLOPE TO EXISTING GRADE 2:1 MAX. SIDE SLOPE TO EXISTING GRADE 16' PAVED TRAIL ℄ 1.5% +/- 0.5% GRASS SHOULDER GRASS SHOULDER 3:1 MAX. SIDE SLOPE TO EXISTING GRADE COMPACTED BASE (SEE PAVEMENT 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 17+50.00 TO 23+00.00 NOT TO SCALE 10' PAVED TRAIL ℄ 1.5% +/- 0.5% GRASS SHOULDER GRASS SHOULDER 3:1 MAX. SIDE SLOPE TO EXISTING GRADE COMPACTED BASE (SEE PAVEMENT DETAIL) 2'2' GRASS SHOULDER GRASS SHOULDER TYPICAL ROCKY HILL RD MULTI-USE PATH W/ RETAINING WALL CROSS SECTION STA 4+80.00 TO STA 5+69.00 NOT TO SCALE 8' PAVED TRAIL 1:6 MAX ℄ 2' BLOCK RETAINING WALL GRASS SHOULDER WOOD PEDESTRIAN BARRIER COMPACTED SUBBASE (SEE PAVEMENT DETAIL) 1.5% +/- 0.5% MATCH TO EXISTING GRADE TYPICAL ROCKY HILL RD MULTI-USE PATH 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 TRAIL 1:6 MAX ℄ 2'GRASS SHOULDER COMPACTED SUBBASE (SEE PAVEMENT DETAIL) 1.5% +/- 0.5% MATCH TO EXISTING GRADE TYPICAL ROCKY HILL RD MULTI-USE PATH W/ MODIFIED STONE CROSS SECTION STA 2+19.00 TO STA 3+50.00 NOT TO SCALE 1' +/- GENERAL NOTES:1.SUB-GRADE (EXISTING MATERIAL) SHALL CONSIST OF INERT MATERIAL THAT IS HARD, DURABLE STONEAND/OR COARSE SAND, FREE FROM LOAM AND CLAY. EXCAVATE SANDY-LOAM AND/OR LOAMY-SANDTOPSOIL 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 ATACK COAT PER SPECIFICATIONS, PRIOR TO INSTALLING THE SURFACE COURSE. TYPICAL BITUMINOUS PAVEMENT NOT TO SCALE APPROVED SUBGRADE BASE COURSE: 8" GRAVEL BORROW(M1.03.0 TYPE B) SURFACE COURSE: 1 1/2" SUPERPAVE(SSC-9.5)INTERMEDIATE COURSE: 2" SUPERPAVE(SIC-19.0) TACK COAT HEIGHT VARIES (4' MAX) ROCKY HILL RD MULTI-USE PATH ROCKY HILL GREENWAY MULTI-USE TRAIL REMOVE AND DISCARD EXISTING CURB EXISTING PAVEMENT 4' BIKE LANE EXISTING 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 17+50.00 NOT TO SCALE 10' PAVED TRAIL ℄ 1.5% +/- 0.5% GRASS SHOULDER GRASS SHOULDER 3:1 MAX. SIDE SLOPE TO EXISTING GRADE COMPACTED BASE (SEE PAVEMENT DETAIL) 2'2' WOOD PEDESTRIAN BARRIER VARIES SEE PLAN FOR LOCATION 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. NOTES: 1. EXISTING ROAD CROSS SECTION VARIES CONTRACTOR TO VERIFY IN THE FIELD. 2. NO CONSTRUCTION IS PROPOSED IN THE EXISTING ROAD. PAVED SURFACE (SEE PAVEMENT DETAIL) PAVED SURFACE (SEE PAVEMENT DETAIL) 6X18 GRANITE CURB 8' PAVED TRAIL 1:1 MAX ℄ VARIES SEE PLAN MODIFIED STONE SLOPE STABILIZATION COMPACTED SUBBASE (SEE PAVEMENT DETAIL) 1.5% +/- 0.5% MATCH TO EXISTING GRADE REMOVE AND DISCARD EXISTING CURB EXISTING PAVEMENT 4' BIKE LANE EXISTING 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 DETAIL) 6X18 GRANITE CURB SURFACE VARIES (SEE SITE PLAN) 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 5 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -4 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 SECTION · THIS DRAWING PROVIDED BY REDIROCK INTERNATIONAL. DESIGN PARAMETERS, BLOCK SIZE, BLOCK CONFIGURATION ARE SUBJECT TO THE STRUCTURAL ENGINEER AT NOT ADDITION COST TO THE PROJECT DURING SHOP DRAWING PRODUCTION. · FINAL DESIGNS FOR CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PREPARED BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER USING THE ACTUAL CONDITIONS OF THE PROPOSED SITE. · FINAL WALL DESIGN MUST ADDRESS BOTH INTERNAL AND EXTERNAL DRAINAGE AND SHALL BE EVALUATED BY THE PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE WALL DESIGN. CRUSHED STONE LEVELING PAD (ASTM NO. 57 OR EQUIVALENT) PERFORATED DRAIN W/ SOCK (GRAVITY DRAIN TO OUTLET) NON-WOVEN GEOTEXTILE FABRIC DRAINSTONE (ASTM NO. 57 OR EQUIVALENT) TO EXTEND AT LEAST 12" BEHIND BLOCKS BASE ELEVATION GROUND LEVEL 11'-0" MAX (EXPOSED WALL FACE) 28" TOP BLOCK 1'-0"(LEVELING PAD) 1'-0"(MIN. BURY DEPTH) REDI-ROCK 60" BOTTOM BLOCK GRADE TO DRAIN AWAY FROM WALL. SEE SITE PLAN FOR SURFACE TYPE MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL) TYPICAL SEGMENTAL CONCRETE BLOCK RETAINING WALL DETAIL NOT TO SCALE SUITABLE UNDISTURBED OR COMPACTED MATERIAL 2'MIN. 1/16" SHEETALUMINUM 5-6'TYP. 2.5'MIN. 1.25' 1.25' 4' EDGE OF SHOULDER,TRAIL, BICYCLE TRAILOR CURB LINE USE M10 DIA. HOT DIPPEDGALVANIZED BUTTON HEADWITH A SLOT IN HEAD AND NUTWITH LOCKWASHER, WITH AMINIMUM OF 1/4" OF THREADSBEYOND NUTS ON ALL SIGNSAFTER THEY ARE SECURELYFASTENED P5 POST ASSEMBLY ORAPPROVED ALTERNATE TYPICAL INSTALLATION FOR SIGNS NOT TO SCALE APPROVED SOLID SUBGRADE MATERIAL DETAILS (1) SECTION A BEAN POLES UNDISTURBEDSOIL SECTION B BACKFILL TURTLE/SILTATION CONTROL FENCE NOT TO SCALE 2" X 2" X 4'WOODEN STAKE SEDIMENTLADENRUNOFF FLOW NOTES:1.FENCE FABRIC SHALL BE 36-INCHES WIDEMINIMUM AND SHALL BE SECURELY FASTENEDTO BEANPOLES. 6" MIN OF FABRIC SHALL BEBELOW GROUND SURFACE (BACKFILLED ORTOE-ED INTO GROUND).2.WOODEN STAKE POST SPACING SHALL BE4-FOOT MAX ON CENTER. 16" MIN.BELOWGROUND 30"EXPOSED 6"MIN BURY SILT FENCE JOINING SECTIONS OF FENCE TOPVIEW SILT FENCE:M9.50.0 TYPE V 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. BENCH MANUFACTURER TO BE DUMOR INC., THOMAS STEELE SITE FURNISHINGS, VICTOR STANLEY, OR APPROVED EQUAL. 4. CONTRACTOR TO PROVIDE COLOR CHART FOR BENCH SLATS TO OWNER. FRONT VIEW BENCH CONCRETE SLAB 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 CONCRETE SLAB (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/ WASHERW.W. MESH (SEE NOTES) NOTES: 1. WIRE MESH (PER M8.01.2) TO BE 6 X 6W 1.4W X 1.4 FLAT SHEETS SET 1" FROM THE BOTTOM FOR A 4" THICK SLAB AND 2" FROM THE BOTTOM FOR A 6" THICK SLAB. 2. HARDWARE TO BE STAINLESS STEEL (S.S.) TYPE 316. 3. CONCRETE TO BE TYPE I, 4,000 PSI 3/4 IN. 610, MASSDOT M4 CONCRETE FOOTING. EXTEND PAD 3' OUTSIDE BENCH (BOTH SIDES) FOR HANDICAP ACCOMMODATIONS 2'-6" 5'-0"± 1'-0"45° BENCH (SEE DETAIL) CHAMFERED EDGE ON ALL SIDES4 INCH THICK CONCRETE SLAB FINE BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL ARM REST STEEL POST HANDICAPPED RESERVED PARKING SIGN PARKING At Owner's ExpenseMay Be RemovedUnauthorized VehiclesREQUIREDSPECIAL PLATE HANDICAPPED RESERVED PARKING SIGN DETAIL NOT TO SCALE 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 POST2" x 2" x 0.188" CROWN PAVING 6" DIA. STEEL PIPESEE NOTE BELOW CLASS "D" CONC. 6'-0" MIN. 3'-0" 3'-0" 6" 12" DIA. 4-1/ 2 " 6'-0" 9" 6" 2-1"Ø H O L E S 2-#3 REBARS PRECAST CONCRETE BUMPER DETAIL NOT TO SCALE L PARKING STALLC 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 SECTION #6 @ 2'-6"LONG NOTE: 1. CONCRETE TO BE TYPE I, 4,000 PSI 3/4 IN. 610, MASSDOT M4 CONCRETE FOOTING. 8' VAN8' MIN 3' ACCESIBLE PARKING SPACE DETAIL NOT TO SCALE NOTE: 1. HANDICAPPED ACCESSAISLE WIDTH FOR NON VAN (CAR) ACCESSIBLE SPACES TO BE 5FEET-SEE PLANS. 2. ALL PARKING LOTSTRIPING TO BE 4"SOLID WHITE PAINTED LINES.3. ALL PAINT TO BENON-SKID. 4. VAN SPACES TO BEPAINT MARKED WITH "VAN". 2% SLOPE MAX IN ALL DIRECTIONS HANDICAP PARKING SIGN AND VAN ACCESSIBLE SIGN WHEN REQUIRED RETAINING WALL -SEE PLANS AND DETAILS 4' HANDICAP GRAPHIC SYMBOL PAINTED WHITE ON PAINTED BLUE BACKGROUND 4" WIDE PAINTED LINES (TYP.) PRECAST CONCRETE BUMPER SHREDDED NON-DYED NATURAL MULCH (M6.04.4) SUBSOIL - NATIVE OR IMPORTED ORDINARY BORROW (M1.01.0) COMPACTED TO MIN. 90% MAXIMUM DENSITY FINISH GRADE 3" DEPTH MULCH SURFACE TREATMENT DETAIL NOT TO SCALE NOTES: MULCH TO BE THE SURFACE TREATMENT FOR THE DISTURBED SHOULDERS FOR AREAS NOT DESIGNATED FOR LOAM AND SEED. 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 6 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -5 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 NOTES:1.DESIGN LOADING FOR THE BOX CULVERT IS H-20.2.MANUFACTURER DRAWINGS AND CALCULATIONS FOR ALL SECTIONS OF THE BOX CULVERT SHALL BEPREPARED AND STAMPED BY A MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER AND BESUBMITTED FOR REVIEW.3.EXISTING SOILS MUST BE VERIFIED DURING EXCAVATION AND REPLACED AS NECESSARY TO PROVIDE ASTABLE FOUNDATION FOR THE PROPOSED CULVERTS / CULVERT FOUNDATION PAD.4.COMPACT APPROVED BACKFILL TO 95%. PROTECTION IN 6-9" LIFTS. ℄ OF TRAIL TRAIL(SEE PLAN) DENSE GRADE SUB-BASE (M2.01.7) CONCRETE BOX CULVERT 12" MIN. COVER COMPACTED NATIVE ORGRAVEL BORROW(M1.03.0) SUBGRADE TOP OF CULVERT 6" COMPACTED WASHED 3/4"CRUSHED STONE BASE (M2.01.0) PEDESTRIAN RAILING: POST SPACINGSPAN CENTERED OFF CULVERT TYPICAL PRECAST CONCRETE BOX CULVERT PROFILE NOT TO SCALE ELEV.= SEE PLAN 2% MAX SLOPE VARIES(SEE PLAN) SLOPEDEND SECTION 6" OF NATIVE COMMON FILL ORGRAVEL BORROW M1.03.0 MATERIAL CROSS SECTION A-A NOT TO SCALE CL SLOPE PER GRADING PLAN BACKFILL MATERIAL AROUND CULVERT SHALL BE GRANULAR PROCESSED GRAVEL FILL (M1.03.1) COMPACTED TO 95% DENSITY. EROSION CONTROL BLANKET STABILIZATION FOR SLOPES EQUAL/GREATER THAN 3:1 (SEE DETAIL) SEE STONE LINED SLOPE DETAIL NOTES: 1. 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. BOX CULVERT (SEE DETAILS) 2.0' COMPACTED NATIVE OR GRAVEL BORROW (M1.03.0) MATERIAL EL.= SEE PLAN TOP STONE SET AT CULVERT INVERT DEPTH=24", d50=12", MASSDOT M2.02.0 6" CRUSHED STONE BASE (M2.01.0) 6" NATIVE COMMON FILL OR GRAVEL BORROW (M1.03.0) MATERIAL WITHIN CULVERT SEE CULVERT DETAILS SEE SITE PLANS FOR SURFACE TREATMENT CULVERT (TYP.) W2=10-12' CULVERT TO STONE TRANSITION DETAIL NOT TO SCALE SIDE SECTION PLAN VIEW STONE SLOPED SIDEWALLS (SEE STONE LINED SLOPE DETAIL) CHANNEL W1=2' L1=8' W1=2' MIN. NATIVE OR GRAVEL BORROW (M1.03.0) SUBGRADE 1D 1 SEE PLAN NOTES: 1. RIPRAP STONE PER MASSDOT M2.02.0 2. 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. 3. 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. 4. THE WIDTH OF THE END OF THE APRON TO BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL (MAX. TAPER 5:1). 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 6. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE STABILIZED. 12" DEPTH L 2 MAX. CULVERT END SECTION 6" MIN. 34" CRUSHED STONE BASE (M2.01.0) GEOTEXTILE M9.50.0 TYPE III RIPRAP STONE (MIN. D50=12") NATURAL GRADE OR BACKFILL 6" MIN. 34" M2.01.0 CRUSHED STONE BED NON-WOVEN GEOTEXTILE UNDERNEATH STONE M9.50.0 TYPE III - FILTRATION/DRAINAGE STONE 2' MIN FRONT SECTION VIEW L2=2' MIN. 1" DIA. INSERTS FOR INSTALLATION/ ERECTION HARDWARE 2'-0" OPENING 2'-0" OPENING ROOF, FLOOR AND WALL THICKNESSES AS REQ'D (6" MIN.) 8" X 8" CHAMFERS A A FRONT VIEW SECTION A-A 2" 1" X 1" CLOSED CELL RUBBER GASKET 2" DIA. LIFTING HOLES 8'-0" OR AS REQUIRED 2'-0" OPENING 2'-0" OPENING TYPICAL BOX CULVERT & SLOPED END 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 SCHEMATICBOX CULVERT SCHEMATIC TYPICAL RIP RAP OUTFALL DETAIL NOT TO SCALE SECTION A-A 1D 1 SEE PLAN 5D PLAN A NOTES: 1. STONE SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 2. THE AREA TO BE STONED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. 3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 4. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 5. HORIZONTAL ALIGNMENT OF THE APRON SHALL BE PER THE SITE PLAN. 6. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE STABILIZED. 1' MIN. D SECTION B-B A 12" DEPTH A SEE B-B 12" B B OUTLET PIPE 2D 3D 4D 12" 2 MAX. HEADWALL OR STONE FOREBAY 6" MIN. 34" WASHED STONE BED FILTER FABRIC NATURAL STONE (MIN. D50=6") CUT PIPE TO MATCH SLOPE EXTEND ROCK AROUND PIPE IF NO HEADWALL APRON NATURAL GRADE OR BACKFILL 6" MIN. 34" WASHED STONE BED NON-WOVEN FILTER FABRIC STONE DETAILS (2) MIN. TRENCH WIDTH FINAL BACKFILL INITIAL BACKFILL, 6"-12" ABOVE TOP OF PIPE. BEDDING MATERIAL HAUNCHING TO SPRINGLINE OF PIPE MINIMUM RECOMMENDEDSURFACE LIVE LOADING CONDITION * 4. COVER, in (mm) * 1. TYPICAL DRAINAGE PIPE TRENCH DETAIL NOT TO SCALE FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR TO EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. MINIMUM BEDDING THICKNESS TO BE 4" (100mm) FOR 4"-24" (100-600mm) AND 42"-48"(1050-1200mm) CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (150mm) FOR 30"-36" (750-900mm) CPEP. H25 (FLEXIBLE PAVEMENT) H25 (RIGID PAVEMENT) E80 RAILWAY HEAVY CONSTRUCTION 12 (300) 12 (300) 24 (610) 48 (1220) MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. MINIMUM TRENCH WIDTHS TO BE AS FOLLOWS: TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT 8 (200) 10 (250) 12 (300) 15 (375) 18 (450) 25 (630) 28 (710) 31 (790) 34 (860) 39 (990) 3 BEDDING, HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL TO CONSIST OF CLEAN, HARD, PARTICLES OF GRAVEL MEETING THE FOLLOWING: SIEVE SIZE% PASSING 3/8" 85-95 NO. 4 5-15 NO. 8 0-2 MATERIAL TO BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. THE MINIMUM COVER FOR A HDPE PIPE IS 1'-0" FOR H-20 TRAFFIC LOADS IF INSTALLED IN ACCORDANCE WITH AASHTO SECTION 30. THIS IS BASED ON EMPIRICAL CALCULATION OF LOAD RESPONSE, MANUFACTURER'S TESTING AND FIELD EXPERIENCE WITH THE PIPE. AASHTO SPECIFICATIONS SECTION 18.4.1.5 DEFINES THE MINIMUM COVER AS "ID/8 BUT NOT LESS THAN 12 INCHES". THIS COVER IS MEASURED FROM THE PIPE OD TO THE TOP OF A RIGID (CONCRETE) PAVEMENT OR THE BOTTOM OF A FLEXIBLE (BITUMINOUS) PAVEMENT. BOTH AASHTO AND ASTM, AS WELL AS MOST MANUFACTURERS, REQUIRE ADDITIONAL (TEMPORARY COVER, MOUNDED OVER THE PIPE AND REMOVED FOR FINAL GRADING AND PAVING, IS SUFFICIENT FOR LARGE CONSTRUCTION VEHICLE LOADS. NOTES: MIN. RECOMMENDED TRENCH WIDTH, in (mm) NOMINAL Ø in (mm) GROUND SURFACE UNDISTURBED EARTH HDPE PIPE FOUNDATION DETAIL PROVIDED BY ADVANCED DRAINAGE SYSTEMS, INC. 6.5" TYP. 29" TYP. 10" TYP. 6.5" TYP. 25" TYP.6.5" TYP. TYPICAL FLARED END SECTION NOT TO SCALE NOTES: 1. PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS 12"-24". 30" & 36" END SECTIONS TO BE WELDED TO PIPE PER MANUFACTURER'S RECOMMENDATIONS. 2. ALL DIMENSIONS ARE NOMINAL 3. DRAIN PIPES LESS THAN 12" IN DIAMETER SHALL BE SAWCUT TO MATCH SLOPE. 4. DETAIL PROVIDED BY ADVANCED DRAINAGE SYSTEMS, INC. PE THREADED ROD W/WING NUTS (SEE NOTE) TOP VIEW RIGHT SIDE VIEW FRONT VIEW FLOW CONCRETE MASONRY PIPE ENDS FOR 29" X 45" REINFORCED CONCRETE ARCH PIPE (RCPA) MODIFIED MASSDOT DETAIL E206.4.0 NOT TO SCALE 12" 6' - 5" 1" CLEAR PIPE RISE 2'-0" 18" STONE FOR PIPE ENDS AT FACE OF HEADWALL (DOWNSTREAM END ONLY) (2) #3 BARS @ 12"O.C. EACH WAY (3) #3 BARS12" 2' - 0" 3" NOTES: 1. FOR DESCRIPTIONS, MATERIALS AND CONSTRUCTION METHODS, SEE LATEST STANDARD SPECIFICATIONS. 2. ALL CONCRETE DEIMENSIONS 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" REINFORCED CONCRETE PIPE ARCH 2:1 S L O P E 3" 6' - 5" 15' - 6" 6" 11" EMBEDMENT DEPTH NATIVE COMMON FILL (M2.01.0)2" CLEARCEMENT CONCRETE 4000 PSI (SEE MASSDOT SPECIFICATIONS FOR DESIGN REQUIREMENTS) ONLY TO BE USED WHERE SPECIFIED. 1 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 6 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -6 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 RIP RAP LINED SLOPE DETAIL NOT TO SCALE NON-WOVEN GEOTEXTILE BENEATH STONE M9.50.0 TYPE III - FILTRATION & DRAINAGE 2' EXCAVATION RIPRAP STONE SLOPE d10 = 6" d50 =12" d100 = 18" DEPTH = 24" 2' MIN. BASE SEE NOTE ON GEOTEXTILE NOTES: 1. TOE-IN & EMBED GEOTEXTILE MIN. 6" BELOW GRADE STONE SET 3" ABOVE FINISH GRADE OF ACCESS WAY 6" THICK LAYER OF 3/4" CRUSHED STONE BED (M2.01.0) COMPLETELY BACKFILL GEOTEXTILE DETAILS (3) 3' TYP. 3' TYP. SEE SITE PLAN FOR CLEAR OPENING (12' TYP.) 12" 2.75' TYP. 12"ACCESS GATE DETAIL NOT TO SCALE CLCL LOCK CHAMBER POST 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) 4,000 PSI CONCRETE FOOTING (3/4 IN. 610, MASSDOT M4) 4' 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" TO SUIT TO SUIT TO SUITTO SUITTO SUIT TO SUIT PLAN ELEVATION - FRONT VIEW ELEVATION - SIDE VIEWACCESS GATE LOCK DETAIL NOT TO SCALE 1-1/2" 1-1/2" LOCK CHAMBER 1-1/4" DIAM. HOLE TOP RAIL TRIANGULAR STEEL PLATE LOCK CHAMBER POST CONCRETE FILLED 3/16" WELD HOLLOW POSTS TO BE FILLED W/ 4,000 PSI CONCRETE (3/4 INCH. MASSDOT M4) CROWN CONCRETE TO DRAIN CHAIN WELDED TO TOP PLATE GALVANIZED STEEL CHAIN 4" DIAM. x 3/8" STEEL PLATE 3/16" WELD MIDDLE PLATE 1/2" DIAM. > HOLE SIDE PLATE 3/16" WELD ALL JOINTS TRIANGULAR STEEL PLATE CHAIN WELDED TO PIN 1" x 9" SINGLE PIECE MACHINED LOCK PIN TOP PLATE TOP RAIL SIDE PLATE BOTTOM PLATE LOCK CHAMBER POST LOCK CHAMBER POST TOP PLATE 3/8" STEEL PLATE CHAIN WELDED TO TOP PLATE HEAVY GAUGE GALVANIZED STEEL CHAIN, 20" LONG MIDDLE PLATE 3/8" STEEL PLATE 3.16" WELD SIDE PLATE 3/8" STEEL PLATE 3/16" WELD ALL JOINTS BOTTOM PLATE 3/8" STEEL PLATE 3/8" TRIANGULAR STEEL PLATE WELDED TO POST AND PLATE CHAIN WELDED TO PIN 1" x 9" SINGLE PIECE MACHINED LOCK PIN TOP RAIL 4" DIAM. x 3/8" STEEL PLATE' 1/2" DIAM. HOLE 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 TYPICAL OFF-STREET BICYCLE PEDESTRIAN TRAILTWO-WAY TRAFFIC STRIPING DETAIL NOT TO SCALE 3' TO SUIT 9' NOTES:1.MARKINGS TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS.2.MARKINGS ON PAVEMENT ONLY.3.MARKING PER MASSDOT SPECIFICATIONS. CENTER OFTRAVEL WAY 3' 6" PAINTED YELLOW LINEAT CENTERLINE OF PATH ARROWS EVERY 200-FT± LANDSCAPE BOULDER OR BARRIER NOT TO SCALE GRADE COMPACTED NATIVE SUBGRADE SET BOULDER AT 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 OR FLARED AT A 45 DEGREE ANGLE AWAY FROM THE DIRECTION OF TRAVEL TO AVOID BLUNT ENDINGS. 8' O.C. FINSH GRADE 2" 6" MIN. SECTION PLAN 2 X 6 RAIL 4'-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 (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) FINISH GRADE 4" LOAM AND SEED DETAIL NOT TO SCALE SEED:ALONG PATH - SLOPES & SHOULDERS M6.03.1WETLAND RESTORATION/MITIGATION - PER PLAN TOPSOIL: M1.05.0 SUBSOIL: COMPACTED NATIVE MATERIALOR ORDINARY BORROW (M1.01.0)COMPACTED AT 90% MAXIMUM DENSITY 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 6 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -7 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 DETAILS (4) EROSION CONTROL BLANKET DETAIL NOT TO SCALE BRING MATERIAL DOWN TO A LEVEL AREA W/24" BASE EXTENSION, TURN THE END UNDER4" AND STAPLE AT 12" INTERVALS NOTES:.1.LOAM AND SEED PRIOR TO BLANKET 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 BLANKETS/MATTINGS TIGHT. ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES.5.FOR SLOPES LESS THAN 3H:1V, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS.6.LIME, FERTILIZE AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCURAFTER INSTALLATION. STAPLE OVERLAPS MAX. 5' SPACING 6" MIN.OVERLAP ANCHOR IN 6"x6"MIN. TRENCH &STAPLE AT12" INTERVALS 2" MIN.OVERLAPEROSION CONTROLBLANKET M9.50.0TYPE IV - SLOPEPROTECTION HYDROSEED PRIOR TOBLANKET INSTALLATIONTIE DOWN STRAP (SEE NOTES)PUMP DISCHARGE HOSE SPOUT SEWN INTO BAG FLOW FROM PUMP FILTERED WATER FI L T E R E D W A T E R FI L T E R E D W A T E R DEWATERING BAGON AGGREGATEOR STRAWUNDERLAY FLOW FROM PUMP PUMP DISCHARGE HOSE TIE DOWN STRAP(SEE NOTES) SPOUT SEWN INTO BAG DEWATERINGBAG TEMP. AGGREGATE OR STRAW UNDERLAY A A SECTION A - A DEWATERING BAG DETAIL NOT TO SCALE INSTALLATION NOTES:1.PLACE LIFTING STRAPS (NOTINCLUDED) UNDER THE UNIT TOFACILITATE REMOVAL AFTER USAGE2.UNFOLD DANDY DEWATERING BAG ONSTABILIZED AREA OVER DENSEVEGETATION, STRAW, OR GRAVEL (IFAN INCREASED DRAINAGE SURFACEIS NEEDED)3.INSERT DISCHARGE HOSE FROMPUMP INTO DANDY DEWATERING BAGA MINIMUM OF SIZE INCHES ANDTIGHTLY SECURE WITH ATTACHEDSTRAP TO PREVENT WATER FROMFLOWING OUT OF THE UNIT WITHOUTBEING FILTERED4.IF USING OPTIONAL ABSORBENTS,PLACE ABSORBENT BOOM INTO THEDANDY DEWATERING BAG MAINTENANCE: 1.REPLACE THE UNIT WHEN 1/2 FULL OFSEDIMENT OR WHEN SEDIMENT HASREDUCED THE FLOW RATE OF THEPUMP DISCHARGE TO ANIMPRACTICAL RATE 2.IF USING OPTIONAL OIL ABSORBENTS,REMOVE AND REPLACE ABSORBENTPILLOW WHEN NEAR SATURATION APPROVED NATIVEMATERIAL OR ORDINARYBORROW (M1.01.0) DEPTH = 6" MIN. 1 2 6" CLEAN WASHED SAND(MEETING M1.04.0 TYPE A) ORENGINEER APPROVED EQUALNATIVE MATERIAL 4" LOAM (M1.05.0) & SEED (SLOPES & SHOULDERS -M6.03.1) W/ EROSION BLANKET (SEE NOTES) TYPICAL GRASS CHANNEL (SWALE) DETAIL NOT TO SCALE 3:1 TYP.2:1 MAX 1.5'TYP 2.0'2:1 TYP. 3' TYP.2% ±SHOULDERALONG PATH 2.0'2:1 TYP. NOTES:1.BOTTOM AND SIDE SLOPES WITHIN THE GRASSCHANNEL/SWALE TO BE STABILIZED EROSION CONTROLBLANKET.2.LINEAR SLOPE OF CHANNEL TO SUIT PLAN. PAVEDSURFACE 1 1 TYP. FLOW FLOW LIN E VARIES 3' TYP. 3' MAX. GEOTEXTILE UNDERNEATH STONE M9.50.0 TYPE III - FILTRATION/DRAINAGE RIPRAP STONE:M2.02.0, 6-12" D50 FLOW LINE 50' TYPICAL SEE PLAN FOR LOCATION PROFILE A-A SPACING STONE CHECK DAM FOR SWALE DETAIL NOT TO SCALE CROSS SECTION FILTER FABRIC (M9.50.0 TYPE III) 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 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" WASHED STONE TO SUIT2' MIN. TO SUIT2' MIN. DEWATERING PUMP(S)- SEE NOTES PUMP DISCHARGE TODEWATERING SYSTEM SEENOTES CONCRETE HANDICAP RAMP DETAIL NOT TO SCALE SIDEWALK OR PATH (WIDTH PER PLAN) 8.3% MAX CONCRETE SLOPED RAMP HIGH SIDE TRANSITION (6-7' TYP.) SHOULDER ROADWAY "LEVEL ENTRANCE" 2% MAX. SLOPE FOR DRAINAGE CURB OR BERM MATCH EXISTING GRADE 5' MIN. 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. DETECTABLE WARNING PANEL WHERE PATH MEETS EX. SIDEWALK SEE RAMP DETAIL. LIMIT OF CONCRETE DIRECTION OF TRAFFIC CROSSWALK (SEE DETAIL) ROCKY H I L L R O A D RO C K Y H I L L R O A D MA T C H L I N E M A T C H L I N E Δ Δ Δ PL PL PL PL PL PL Δ CO N T I N U E D O N SH E E T N O . 9 60 8 4 1 3 _ S V 3 . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n PREPARED BY: OFSHEETPARS. NO: FILE NAME: 37-049-001 DATE: 608413_sv3.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 Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice 508-833-3150 fax Horsley Witten Group, Inc. 8 36FEBRUARY 2016 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL BASE PLAN (1) 608413 8 36 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 SURVEYMEASUREMENT. 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 RELIEDUPON 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 ANYEXCAVATION 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 312.) PLAN BOOK 17 PAGE 243.) PLAN BOOK 53 PAGE 99 4.) PLAN BOOK 196 PAGE 70 5.) PLAN BOOK 23 PAGE 23A6.) PLAN BOOK 92 PAGE 60 7.) PLAN BOOK 231 PAGE 62 8.) PLAN BOOK 190 PAGE 69 & 70 N NE 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 L I N E R A I L T R A I L MAT C H L I N E M A T C H L I N E Δ PL PL PL PL CO N T I N U E D O N SH E E T N O . 8 60 8 4 1 3 _ S V 3 . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n PREPARED BY: OFSHEETPARS. NO: FILE NAME: 37-049-001 DATE: 608413_sv3.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 Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice 508-833-3150 fax Horsley Witten Group, Inc. 9 36FEBRUARY 2016 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 9 36 BASE PLAN (2) 608413 N ROCK Y H I L L R O A D RO C K Y H I L L R O A D MA T C H L I N E M A T C H L I N E PL PL PL PL PL PL T P 1 1 2 3 4 5 6 7 8 9 10 11 120+00 +41.44 OFFSET: 6.79 +73.99 OFFSET: 6.79 +73.99 OFFSET: 6.79 +41.44 OFFSET: 6.79 +64.79 OFFSET: 10.93 +64.10 OFFSET: 10.20 +99.18 OFFSET: 10.82 +99.21 OFFSET: 10.58 +66.19 OFFSET: 8.00 +66.19 OFFSET: 8.00 X TOW: 227.8BOW:222.33 X TOW: 225.1BOW:221.11 X TOW: 226.0BOW:222.89 X TOW: 227.0BOW:224.75 X TOW: 228.0BOW:227.13 ROCKY HILL GREENWAY BEGIN STA 0+00 N2938622.3837 E341979.6534 1 2 3 4 5 0 + 0 0 5+ 8 1 . 2 4 16' WIDE SHARED MULTI-USE TRAIL AND DRIVEWAY REDUCE TRAIL WIDTH TO 10' UTILITY CROSSINGS CULVERT (SEE GD PLAN) WOOD PEDESTRIAN BARRIER WOOD PEDESTRIAN BARRIER CULVERT (SEE GD PLAN) BOULDERS AT PATH EDGE (2 TOTAL) (SE E G R A D I N G P L A N ) L1 L2 L3 L12 L13 L14 L4 L5 L6 L7 L8 L9 L10 L11 C1 L 2 5 L2 6 L2 7 L2 8 L2 9 L3 0 L3 1 L3 2 L3 3 L3 4 L3 5 L3 6 L3 7 L3 8 L3 9 L4 0 L4 1 L4 2 L4 3 L4 4 L4 5 L4 6 L47 L4 8 C12 C13 SE E C O N S T R U C T I O N P L A N S ( 3 ) S H E E T N O . 1 2 Line Table: Alignments Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 Direction S32°49'25"E S26°32'00"E S34°37'02"E S32°40'00"E S35°40'33"E S33°32'03"E S34°24'38"E S33°37'58"E S32°40'06"E S34°18'48"E Length 100.12 82.41 83.60 55.72 44.31 54.90 32.40 55.11 47.08 222.43 Start Point (N:2938622.384, E:341979.653) (N:2938538.252, E:342033.922) (N:2938464.518, E:342070.738) (N:2938395.720, E:342118.229) (N:2938348.812, E:342148.305) (N:2938312.819, E:342174.145) (N:2938267.054, E:342204.476) (N:2938240.324, E:342222.786) (N:2938194.440, E:342253.308) (N:2938154.805, E:342278.723) End Point (N:2938622.384, E:341979.653) (N:2938538.252, E:342033.922) (N:2938464.518, E:342070.738) (N:2938395.720, E:342118.229) (N:2938348.812, E:342148.305) (N:2938312.819, E:342174.145) (N:2938267.054, E:342204.476) (N:2938240.324, E:342222.786) (N:2938194.440, E:342253.308) (N:2938154.805, E:342278.723) Line Table: Alignments Line # L11 L12 L13 Direction S31°25'21"E S36°21'24"E S41°22'25"E Length 103.66 119.46 127.73 Start Point (N:2937971.086, E:342404.110) (N:2937882.629, E:342458.153) (N:2937786.420, E:342528.972) End Point (N:2937971.086, E:342404.110) (N:2937882.629, E:342458.153) (N:2937786.420, E:342528.972) 60 8 1 4 3 _ H D 2 ( L A Y O U T ) . D W G 8- J u n - 2 0 1 5 1 2 : 1 2 P M Pl o t t e d o n 0 SCALE: 1" = 40' 40 160100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -10 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 CONSTRUCTION PLANS (1) HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE N CO N T I N U E D O N SH E E T N O . 1 1 NE 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 L I N E R A I L T R A I L MAT C H L I N E M A T C H L I N E PL PL PL TP 1 T P 2 10 11 12 13 14 15 16 17 18 1 9 20 21 22 2 3 24 25 26 26+30.03 ROCKY HILL GREENWAY END STA 26+00.40 N2937482.5679 E343496.6877 REMOVE AND DISPOSE TREES (TYPICAL FOR ALL) W O O D P E D E S T R I A N B A R R I E R STONE CHECK DAM EVERY 50' (TYP) LIMIT OF WORK RESTING AREA 2% MAXW/BENCH RESTING AREA 2% MAX W/BENCH CULVERT (SEE GD PLAN) WETLANDREPLICATION AREA STONE CHECK DAM EVERY 50' (TYP) CULVERT(SEE GRADING PLAN) START WOOD PEDESTRIAN BARRIER 15+50.00 OFFSET RT: 6.00 END WOOD PEDESTRIAN BARRIER 20+00.00 OFFSET LT & RT: 6.00 L1 3 L14 L15 L16 L 1 7 L18 L 1 9 L2 0 L2 1 L22 L 2 3 L24 C1 C2 C3 C4 C5 C6 C7 C 8 C9 C10 C11 END WOOD PEDESTRIAN BARRIER 16+50.00 OFFSET RT: 6.00 START WOODPEDESTRIANBARRIER16+50.00OFFSET LT: 6.00 END WOOD PEDESTRIAN BARRIER 17+50.00 OFFSET LT: 6.00 Curve Table: Alignments Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 Start Station 11+29 12+52 14+19 15+55 16+54 17+26 19+16 19+86 21+10 21+66 23+54 End Station 11+60 12+87 14+29 16+49 17+24 18+65 19+79 21+00 21+59 22+94 25+10 Radius 100.000 100.000 100.000 50.210 43.136 100.000 100.000 100.000 100.000 54.492 67.529 Length 31.503 35.908 9.864 93.983 70.002 139.395 62.180 114.030 49.082 127.646 155.268 Chord Direction S 50° 23' 55" E S 69° 42' 38" E S 77° 10' 18" E N 52° 01' 53" E N 44° 53' 55" E S 48° 40' 39" E S 9° 04' 10" W S 5° 47' 04" E S 52° 30' 45" E N 46° 19' 11" E N 45° 04' 57" E Delta 18°03'00" 20°34'26" 5°39'06" 107°14'44" 92°58'49" 79°52'03" 35°37'35" 65°20'04" 28°07'18" 134°12'48" 131°44'20" Tangent Lengths 15.88 18.15 4.94 68.16 45.44 83.71 32.13 64.12 25.05 129.04 150.75 Start Point (N:2937690.5697,E:342613.3963) (N:2937624.2299,E:342716.0014) (N:2937588.9932,E:342879.0660) (N:2937552.8468,E:343009.8583) (N:2937607.7180,E:343073.4547) (N:2937651.9881,E:343119.7408) (N:2937516.8185,E:343223.9068) (N:2937450.1439,E:343211.0906) (N:2937334.4324,E:343228.5692) (N:2937302.0445,E:343273.6251) (N:2937427.9491,E:343324.7623) End Point (N:2937690.5697,E:342613.3963) (N:2937624.2299,E:342716.0014) (N:2937588.9932,E:342879.0660) (N:2937552.8468,E:343009.8583) (N:2937607.7180,E:343073.4547) (N:2937651.9881,E:343119.7408) (N:2937516.8185,E:343223.9068) (N:2937450.1439,E:343211.0906) (N:2937334.4324,E:343228.5692) (N:2937302.0445,E:343273.6251) (N:2937427.9491,E:343324.7623) Line Table: Alignments Line # L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 Direction S59°25'25"E S79°59'51"E S74°20'45"E N1°35'29"W S88°36'41"E S8°44'38"E S26°52'57"W S38°27'06"E S66°34'25"E N20°47'13"W S69°02'53"E Length 91.10 131.56 125.85 5.13 2.12 50.99 7.01 10.61 7.08 60.50 120.27 Start Point (N:2937670.571, E:342637.569) (N:2937611.845, E:342749.501) (N:2937586.804, E:342888.680) (N:2937602.589, E:343073.597) (N:2937652.040, E:343117.620) (N:2937567.219, E:343216.155) (N:2937456.401, E:343214.262) (N:2937342.742, E:343221.971) (N:2937304.861, E:343267.125) (N:2937371.384, E:343346.235) (N:2937514.979, E:343412.043) End Point (N:2937670.571, E:342637.569) (N:2937611.845, E:342749.501) (N:2937586.804, E:342888.680) (N:2937602.589, E:343073.597) (N:2937652.040, E:343117.620) (N:2937567.219, E:343216.155) (N:2937456.401, E:343214.262) (N:2937342.742, E:343221.971) (N:2937304.861, E:343267.125) (N:2937371.384, E:343346.235) (N:2937514.979, E:343412.043) 60 8 1 4 3 _ H D 2 ( L A Y O U T ) . D W G 8- J u n - 2 0 1 5 1 2 : 1 2 P M Pl o t t e d o n 0 SCALE: 1" = 40' 40 160100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -11 36 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 NONE CO N T I N U E D O N SH E E T N O . 1 0 ROCKY HI L L R O A D ROCKY HILL ROADΔ Δ 1 0 + 0 0 24.00' 1 2 3 4 5 0+00 5+81.24 20.00' 18.83' L 1 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L4 7 L48 C 1 2 C 1 3 16' CLEAR OPENING ACCESSSWING GATE W/ REMOVABLESTEEL SAFETY BOLLARDS W/ 4'WIDE CLEAR PEDESTRIAN OPENING BLOCK RETAINING WALL, APPROX. LENGTH = 100 FT REMOVE EXISTINGMAILBOX ANDINSTALL NEW MAILBOX REMOVE EXISTINGMAILBOX ANDINSTALL NEW MAILBOX PROPOSED 8' WIDE MULTI-USE PATH REMOVE EXISTING MAILBOX ANDINSTALL NEW MAILBOX RELOCATE HYDRANT 2' OFFOF PROPOSED MULTI-USEPATH PAVEMENT EDGE 8'x18' PARKING SPACE (TYP) BLOCK RETAINING WALL,APPROX. LENGTH = 85 FT REDUCE TRAILWIDTH TO 16' ASPHALT APRONWITH H/C RAMPS ASPHALT APRONWITH H/C RAMPS ASPHALT APRONWITH H/C RAMPSCONC. H/C RAMP CONC. H/C RAMP CONC. H/C RAMP BOULDERS AT PATHEDGE (4 TOTAL) 43 LF OF WOOD PEDESTRIAN BARRIER 8'x18' HANDICAP PARKING SPACE 33 LF OF WOODPEDESTRIANBARRIER GRANITE CURBING REMOVE EXISTING CROSSWALKMARKINGS AND APPLY 10' THERMALMARKINGS 96 LF WOOD PEDESTRIAN BARRIER ROCKY HILL RD MULTIUSE PATH BEGINSTA 0+00N2938339.1949E341562.7184 ROCKY HILL RD MULTIUSE PATH ENDSTA 5+81.24N2938546.7589E342028.4343 MODIFIED STONE MODIFIED STONE Line Table: Alignments Line # L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 Direction N49°24'43"E N49°57'12"E N49°57'12"E N49°30'32"E N49°30'32"E N48°54'26"E N49°10'30"E N49°32'18"E N48°53'15"E N48°53'15"E N49°25'52"E N50°10'26"E Length 43.96 13.65 8.00 16.81 8.00 14.07 39.63 8.00 13.50 8.00 34.92 36.14 Start Point (N:2938339.195, E:341562.718) (N:2938367.794, E:341596.100) (N:2938376.575, E:341606.548) (N:2938381.723, E:341612.672) (N:2938392.641, E:341625.459) (N:2938397.835, E:341631.543) (N:2938407.080, E:341642.143) (N:2938432.991, E:341672.134) (N:2938438.182, E:341678.221) (N:2938447.062, E:341688.396) (N:2938452.323, E:341694.423) (N:2938475.035, E:341720.951) End Point (N:2938339.195, E:341562.718) (N:2938367.794, E:341596.100) (N:2938376.575, E:341606.548) (N:2938381.723, E:341612.672) (N:2938392.641, E:341625.459) (N:2938397.835, E:341631.543) (N:2938407.080, E:341642.143) (N:2938432.991, E:341672.134) (N:2938438.182, E:341678.221) (N:2938447.062, E:341688.396) (N:2938452.323, E:341694.423) (N:2938475.035, E:341720.951) Line Table: Alignments Line # L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 Direction N51°55'20"E N54°48'34"E N56°47'18"E N59°36'51"E N63°16'30"E N66°36'07"E N66°36'07"E N67°58'50"E N67°58'50"E N71°23'40"E S32°49'33"E N57°10'35"E Length 23.26 23.69 32.37 24.65 32.52 8.00 25.02 8.00 22.48 8.40 40.38 12.00 Start Point (N:2938498.179, E:341748.704) (N:2938512.523, E:341767.012) (N:2938526.178, E:341786.377) (N:2938543.906, E:341813.456) (N:2938556.373, E:341834.718) (N:2938570.998, E:341863.765) (N:2938574.175, E:341871.107) (N:2938584.112, E:341894.071) (N:2938587.112, E:341901.490) (N:2938595.539, E:341922.327) (N:2938585.382, E:341963.062) (N:2938540.256, E:342018.353) End Point (N:2938498.179, E:341748.704) (N:2938512.523, E:341767.012) (N:2938526.178, E:341786.377) (N:2938543.906, E:341813.456) (N:2938556.373, E:341834.718) (N:2938570.998, E:341863.765) (N:2938574.175, E:341871.107) (N:2938584.112, E:341894.071) (N:2938587.112, E:341901.490) (N:2938595.539, E:341922.327) (N:2938585.382, E:341963.062) (N:2938540.256, E:342018.353) Curve Table: Alignments Curve # C12 C13 Start Station 4+53 5+31 End Station 4+91 5+69 Radius 30.097 27.635 Length 37.600 38.193 Chord Direction S 68° 36' 56" E S 71° 28' 31" E Delta 71°34'45" 79°11'13" Tangent Lengths 21.70 22.86 Start Point (N:2938598.2176,E:341930.2840) (N:2938551.4478,E:341984.9532) End Point (N:2938598.2176,E:341930.2840) (N:2938551.4478,E:341984.9532) 60 8 1 4 3 _ H D 2 ( L A Y O U T ) . D W G 8- J u n - 2 0 1 5 1 2 : 1 2 P M Pl o t t e d o n 20 SCALE: 1" = 20' 0 50 100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -12 36 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 NONE N 12 3 4 5 6 7 8 9 1 0 1 1 1 2 0+00 + 4 1 . 4 4 O F F S E T : 6 . 7 9 + 7 3 . 9 9 O F F S E T : 6 . 7 9 + 7 3 . 9 9 O F F S E T : 6 . 7 9 + 4 1 . 4 4 O F F S E T : 6 . 7 9 + 6 4 . 7 9 O F F S E T : 1 0 . 9 3 + 6 4 . 1 0 O F F S E T : 1 0 . 2 0 + 9 9 . 1 8 O F F S E T : 1 0 . 8 2 + 9 9 . 2 1 O F F S E T : 1 0 . 5 8 + 6 6 . 1 9 O F F S E T : 8 . 0 0 + 6 6 . 1 9 O F F S E T : 8 . 0 0 ROCKY HILL GREENWAY BEGINSTA 0+00N2938622.3837E341979.6534123450+00 5+81.24L1L2L3 L 1 2 L 1 3 L 1 4 L 4 L 5 L 6 L 7 L 8 L 9 L 1 0 L 1 1 C 1 L25 L26L27 L28 L29L30 L31 L32L33L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48C12C13SEE GRADING PLAN (3) SHEET NO. 15ROCKY HILL ROAD ROCKY HILL ROAD MATCHLINE M A T C H L I N E PL PL PL PL PL PLΔ 2 0 0 2 0 5 2 1 0 2 1 5 2 2 0 1 9 8 1 9 9 2 0 1 2 0 2 2 0 3 2 0 4 2 0 6 2 0 7 2 0 8 2 0 9 2 1 1 2 1 2 2 1 3 2 1 4 2 1 6 2 1 7 2 1 8 2 1 9 221 222 223 224 2 2 0 P R O P 2 4 L F 2 9 " X 4 5 " R C H E P EROSION CONTR O L BARRIER - SILT SOCK (T Y P ) S T O N E S T A B I L I Z A T I O N I N V . = 2 1 3 . 5 0 ' I N V . = 2 1 3 . 3 0 ' I N V . = 2 0 7 . 3 6 ' I N V . = 2 0 7 . 2 6 ' P E D . R A I L I N G A T C U L V E R T P E D E S T R I A N ( P E D . ) R A I L I N G A T C U L V E R T S T O N E S T A B I L I Z A T I O N P R O P 2 9 L F X 2 4 " - S Q . B O X C U L V E R T S T O N E C H E C K D A M S A T 5 0 ' T Y P . P R O P 1 8 L F X 2 4 " - S Q . B O X 227228 227226225229230235240245250231232236237238239241242243244246248249251253254 N O T I F Y G A S C O M P A N Y P R I O R T O E X C A V A T I O N I N T H I S A R E A . T H E G A S C O M P A N Y N E E D S T O B E O N S I T E W H E N W O R K I S O C C U R R I N G I N T H I S A R E A PROPOSED RAIN GARDEN AAREA = 91 SFBOT ELEV. = 224.0'PROPOSED RAIN GARDEN BAREA = 65 SFBOT ELEV. = 225.0' 608143_HD3(GRADING).DWG 10-May-2016 8:03 AMPlotted on 0 S C A L E : 1 " = 4 0 ' 4 0 1 6 0 1 0 0 F E D . A I D P R O J . N O . S H E E T N O . T O T A L S H E E T S S T A T E M A P R O J E C T F I L E N O . - 1 3 3 6 N O R T H A M P T O N , M A S S A C H U S E T T S R O C K Y H I L L G R E E N W A Y M U L T I - U S E T R A I L 6 0 8 4 1 3 G R A D I N G P L A N ( 1 ) HIGHWAY GUARD DETAILSNONETRAFFIC SIGNAL CONDUITNONEW A T E R S U P P L Y A L T E R A T I O N S N O N E D R A I N A G E D E T A I L S N O N E N CONTINUED ON SHEET NO. 14 1 1 1 TP 1 T P 2 10 11 12 13 14 15 16 17 18 1 9 20 21 22 2 3 24 25 26 26+30.03 OFFSET: 6.79 ROCKY HILL GREENWAY END STA 26+00.40 N2937482.5679 E343496.6877 L1 3 L14 L15 L16 L 1 7 L18 L 1 9 L2 0 L2 1 L22 L 2 3 L24 C1 C2 C3 C4 C5 C6 C7 C 8 C9 C10 C11 NE 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 L I N E R A I L T R A I L MAT C H L I N E M A T C H L I N E PL PL 1 5 0 155 160 165 170 1 7 5 180 1 8 5 1 9 0 1 9 5 20 0 20 5 1 4 9 1 5 1 152 153 154 156 157 158 159 1 6 1 16 2 16 3 164 166 167 168 169 171 17 2 17 3 1 7 4 17 6 177 178 179 181 1 8 2 1 8 3 1 8 4 1 8 6 1 8 7 1 8 8 1 8 9 1 9 1 1 9 2 1 9 3 1 9 4 19 6 19 7 19 8 19 9 20 1 20 2 20 3 20 4 20 6 20 7 20 8 15 7 15 8 1 5 9 1 6 0 1 6 1 1 6 2 1 6 3 16 4 16 5 16 6 22 0 1 6 5 16 2 1 6 3 1 6 4 1 6 6 PROP 24" HDPE W/FLARED ENDS75 LF STONESTABILIZATION INV. = 156.50' INV. = 160.5' 1 6 1 STONE STABILIZATION STONE CHECKDAMS AT 50', TYP. EROSION CONTROL BLANKETON ALL SLOPES 3:1 & GREATER RESTING AREA 2%MAX W/BENCH RESTING AREA 2%MAX W/BENCH STONE CHECK DAMS AT 50', TYP. EROSION CONTROL BLANKETON ALL SLOPES 3:1 & GREATER WETLANDREPLICATION AREA(SEE INSET "A") INV. = 188.5' PROP 18LF X 24"-SQ. BOXCULVERT INV. = 188.04' STONESTABILIZATION 17 18 19 L1 7 L18 L19 C 5 C6 17 0 175 180 1 7 1 1 7 2 17 3 174 176 177 178 17 9 162 165 162 163 164 166161 60 8 1 4 3 _ H D 3 ( G R A D I N G ) . D W G 10 - M a y - 2 0 1 6 8 : 0 3 A M Pl o t t e d o n 0 SCALE: 1" = 40' 40 160100 FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -14 36 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 CO N T I N U E D O N SH E E T N O . 1 3 INSET "A" SCALE: 1" = 20' 1 0+00 1 2 3 4 5 0+00 5 + 8 1 . 2 4 L1 L2 L25 L26L27L28L29L30 L31 L 3 2 L 3 3 L 3 4 L 3 5 L 3 6 L 3 7 L 3 8 L 3 9 L 4 0 L 4 1 L 4 2 L 4 3 L 4 4 L 4 5 L 4 6 L47 L 4 8 C 1 2 C 1 3 ROCKY HILL RD MULTIUSE PATH BEGINSTA 0+00N2938339.1949E341562.7184 R O C K Y H I L L R D M U L T I U S E P A T H E N D S T A 5 + 8 1 . 2 4 N 2 9 3 8 5 4 6 . 7 5 8 9 E 3 4 2 0 2 8 . 4 3 4 3 R O C K Y H I L L R O A D R O C K Y H I L L R O A D P L Δ 2 2 3 2 2 4 2 2 7 2 2 8 2 2 7 226 2 2 5 229 2 3 0 235 2 4 0 2 4 5 250 231 232 236 237 2 3 8 2 3 9 2 4 1 2 4 2 2 4 3 2 4 4 2 4 6 2 4 8 249251253254 X T O W : 2 2 7 . 8 B O W : 2 2 2 . 3 3 X T O W : 2 2 5 . 1 B O W : 2 2 1 . 1 1 X T O W : 2 2 6 . 0 B O W : 2 2 2 . 8 9 X T O W : 2 2 7 . 0 B O W : 2 2 4 . 7 5 X T O W : 2 2 8 . 0 B O W : 2 2 7 . 1 3 M O D I F I E D S T O N E S L O P E S T A B I L I Z A T I O N M O D I F I E D S T O N E S L O P E S T A B I L I Z A T I O N 608143_HD3(GRADING).DWG 10-May-2016 8:03 AMPlotted on 2 0 S C A L E : 1 " = 2 0 ' 0 5 0 1 0 0 F E D . A I D P R O J . N O . S H E E T N O . T O T A L S H E E T S S T A T E M A P R O J E C T F I L E N O . - 1 5 3 6 N O R T H A M P T O N , M A S S A C H U S E T T S R O C K Y H I L L G R E E N W A Y M U L T I - U S E T R A I L 6 0 8 4 1 3 G R A D I N G P L A N ( 3 ) HIGHWAY GUARD DETAILSNONETRAFFIC SIGNAL CONDUITNONEW A T E R S U P P L Y A L T E R A T I O N S N O N E D R A I N A G E D E T A I L S N O N E N NAVD 88 BASE ELEV 120.00 PROPOSED BIKE PATH 130 140 150 160 170 180 190 200 210 220 230 240 22 7 . 5 5 0+00 22 6 . 3 1 22 4 . 9 5 1+00 22 3 . 4 8 22 1 . 9 3 2+00 22 1 . 0 6 22 0 . 5 0 3+00 21 9 . 9 5 21 9 . 4 2 4+00 21 8 . 9 1 21 8 . 4 1 5+00 21 7 . 9 2 21 7 . 4 0 6+00 21 6 . 7 0 21 5 . 7 8 7+00 21 4 . 6 4 21 3 . 3 1 8+00 21 1 . 9 6 21 0 . 6 0 9+00 20 9 . 1 2 20 7 . 4 2 10+00 20 5 . 4 9 20 3 . 3 4 11+00 20 1 . 0 9 19 8 . 8 4 12+00 19 6 . 5 9 19 4 . 3 4 13+00 19 2 . 0 9 18 9 . 8 5 14+00 18 7 . 6 0 0+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 14+00 -2.44% -1.12% -0.99% -2.71% -4.50% -1.89% M A T C H L I N E MA T C H L I N E START OF TRAIL 24' (L) X 29" (R) X 45" (S) RCPA INVERT EL: 213.50 15' (L) X 24" SQ BOX CULVERT INVERT EL: 207.36 UTILITY CROSSING BIKE PATH ALIGNMENT Station =8+54.60 ELEV = 211.08 BIKE PATH ALIGNMENT Station =5+84.00 ELEV = 217.60 PROPOSED EXISTING HIGH POINT ELEV = 227.08 HIGH POINT STA = 0+19.26 PVI STA = 1+04.69 PVI ELEV = 225.00 A.D. = -0.84% K = 204.10 171' VC PV C : 0 + 1 9 . 2 6 EL E V : 2 2 7 . 0 8 PV T : 1 + 9 0 . 1 2 EL E V : 2 2 2 . 2 0 1374.6' SSD HIGH POINT ELEV = 217.67 HIGH POINT STA = 5+75.83 PVI STA = 6+75.79 PVI ELEV = 216.68 A.D. = -1.72% K = 115.99 200' VC PV C : 5 + 7 5 . 8 3 EL E V : 2 1 7 . 6 7 PV T : 7 + 7 5 . 7 5 EL E V : 2 1 3 . 9 7 726.1' SSD HIGH POINT ELEV = 210.68 HIGH POINT STA = 8+97.19 PVI STA = 9+97.19 PVI ELEV = 207.97 A.D. = -1.79% K = 111.75 200' VC PV C : 8 + 9 7 . 1 9 EL E V : 2 1 0 . 6 8 PV T : 1 0 + 9 7 . 1 9 EL E V : 2 0 3 . 4 7 703.0' SSD LOW POINT ELEV = 218.83 LOW POINT STA = 4+58.05 PVI STA = 3+83.10 PVI ELEV = 219.57 A.D. = 0.13% K = 1128.75 150' VC PV C : 3 + 0 8 . 1 4 EL E V : 2 2 0 . 4 1 PV T : 4 + 5 8 . 0 5 EL E V : 2 1 8 . 8 3 60 8 1 4 3 _ H D 3 ( G R A D I N G ) . D W G 10 - M a y - 2 0 1 6 8 : 0 3 A M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -16 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY PROFILE PLAN (1) ROCKY HILL GREENWAY PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' CO N T I N U E D O N SH E E T N O . 1 7 1 120 130 140 150 160 170 180 190 200 210 220 230 240 19 4 . 3 4 13+00 19 2 . 0 9 18 9 . 8 5 14+00 18 7 . 6 0 18 5 . 3 5 15+00 18 3 . 1 0 18 0 . 8 5 16+00 17 8 . 6 0 17 6 . 3 5 17+00 17 4 . 2 2 17 2 . 3 6 18+00 17 0 . 7 7 16 9 . 2 4 19+00 16 7 . 7 2 16 6 . 1 9 20+00 16 4 . 6 6 16 3 . 1 4 21+00 16 1 . 6 1 16 0 . 0 8 22+00 15 8 . 5 5 15 7 . 0 3 23+00 15 5 . 5 0 15 3 . 9 7 24+00 15 2 . 4 5 15 0 . 9 2 25+00 14 9 . 3 9 14 7 . 8 7 26+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 -4.50% -3.05% M A T C H L I N E MA T C H L I N E 82' (L) X 24" SQ BOX CULVERT INVERT EL: 157.00 BIKE PATH ALIGNMENT Station =18+79.44 ELEV = 169.87 PROPOSED EXISTING LOW POINT ELEV = 171.24 LOW POINT STA = 18+34.43 PVI STA = 17+68.90 PVI ELEV = 173.25 A.D. = 1.45% K = 90.63 131' VC PV C : 1 7 + 0 3 . 3 7 EL E V : 1 7 6 . 1 9 PV T : 1 8 + 3 4 . 4 3 EL E V : 1 7 1 . 2 4 60 8 1 4 3 _ H D 3 ( G R A D I N G ) . D W G 10 - M a y - 2 0 1 6 8 : 0 3 A M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -17 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCK HILL GREENWAY PROFILE PLAN (2) ROCKY HILL GREENWAY PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' CO N T I N U E D O N SH E E T N O . 1 6 NAVD 88 BASE ELEV 200.00 ROCKY HILL RD 8' PATH 210 220 230 240 250 260 270 200 210 220 230 240 250 260 270 25 6 . 2 7 0+00 25 3 . 4 0 25 0 . 4 8 1+00 24 7 . 4 8 24 4 . 9 2 2+00 24 1 . 8 5 23 9 . 0 4 3+00 23 6 . 4 2 23 3 . 1 6 4+00 23 0 . 8 9 22 6 . 0 6 5+00 22 3 . 1 1 6+000+00 1+00 2+00 3+00 4+00 5+00 6+00 -5.63% -4.33% GR A D E B R E A K S T A = 0 + 2 3 . 5 0 EL E V = 2 5 4 . 9 0 GR A D E B R E A K S T A = 4 + 5 2 . 0 0 EL E V = 2 3 0 . 7 8 GR A D E B R E A K S T A = 5 + 6 9 . 2 4 EL E V = 2 2 5 . 7 0 60 8 1 4 3 _ H D 3 ( G R A D I N G ) . D W G 10 - M a y - 2 0 1 6 8 : 0 3 A M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -18 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL RD MULTI-USE PATH PROFILE PLAN ROCKY HILL RD MULTI-USE PATH PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' ROCK Y H I L L R O A D RO C K Y H I L L R O A D MA T C H L I N E M A T C H L I N E PL PL PL PL PL PL T P 1 1 2 3 4 5 6 7 8 9 10 11 120+00 +41.44 OFFSET: 6.79 +73.99 OFFSET: 6.79 +73.99 OFFSET: 6.79 +41.44 OFFSET: 6.79 +64.79 OFFSET: 10.93 +64.10 OFFSET: 10.20 +99.18 OFFSET: 10.82 +99.21 OFFSET: 10.58 +66.19 OFFSET: 8.00 +66.19 OFFSET: 8.00 1 2 3 4 5 0 + 0 0 5+ 8 1 . 2 4 L1 L2 L3 L12 L13 L14 L4 L5 L6 L7 L8 L9 L10 L11 C1 L2 5 L2 6 L2 7 L2 8 L2 9 L3 0 L3 1 L3 2 L3 3 L3 4 L3 5 L3 6 L3 7 L3 8 L3 9 L4 0 L4 1 L4 2 L4 3 L4 4 L4 5 L4 6 L47 L4 8 C12 C13 WARNING SIGN (W7-5 & W16-9P) STA 7+85.83 7.50' RT USE SAME POST FOR SIGNS "PATH NARROWS" SIGN (W5-4a) "NO MOTOR VEHICLES" SIGN (R5-3). STA 7+32.90 11.00' RT USE SAME POST FOR SIGNS "HANDICAP PARKING" SIGN (R7-8 & R7-8p) STA 0+25.98 28.66' RT PATHNARROWS NOMOTORVEHICLES "ROCKY HILL GREENWAY TRAIL AHEAD" SIGN (D11-1d & W16-9p) STA 3+21.60 LT 6.00' ROCKY HILLGREENWAY "ROCKY HILL GREENWAY TRAIL AHEAD" SIGN (D11-1d & W16-9p) ROCKY HILLGREENWAY 10' WIDE CROSSWALK PROTECT EXISTING BIKE LANE MARKING DURING CONSTRUCTION CLOSE ONE LANE DURING CONSTRUCTION OF MULTI-USE PATH FOR TEMPORARY PEDESTRIAN ROUTE ROCKY HILL RD SIGN MA-D3-1 STA 0+20.00 15.50' LT RELOCATE STOP SIGN "NO PARKING ANY TIME" SIGN (R7-1) STA 0+71.61 13.2' RT WARNING SIGN (W8-6 & W16-9P) STA 7+85.83 7.50' LT USE SAME POST FOR SIGNS FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 36 STATE MA PROJECT FILE NO. - SIGNS AND MARKINGS PLAN (1) 608413 19 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE 60 8 1 4 3 _ H D 6 ( T R A F F I C S I G N A G E ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n 0 SCALE: 1" = 40' 40 160100 N CO N T I N U E D O N SH E E T N O . 2 0 NE 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 L I N E R A I L T R A I L MA T C H L I N E M A T C H L I N E PL PL PL PL TP 1 T P 2 10 11 12 13 14 15 16 17 18 1 9 20 21 22 2 3 24 25 26 26+30.03 L1 3 L14 L15 L16 L 1 7 L18 L 1 9 L2 0 L2 1 L22 L 2 3 L24 C1 C2 C3 C4 C5 C6 C7 C 8 C9 C10 C11 WARNING SIGNS (W1-5 & W16-9p) STA 15+18.16 8.00' RT ROCKY HILLGREENWAY WARNING SIGNS (W1-5 & W16-9p) STA 25.31.30 8.00 LT "ROCKY HILL GREENWAY TRAIL AHEAD" SIGN(D11-1d & M4-5)STA 25+88.16 44.00 LT & STA 26+22.55 22.5 RT CANAL LINERAIL TRAIL "CANAL LINE RAIL TRAIL AHEAD"SIGN (D11-1e & M-4-6)STA 25+75.00 6.75 RT W A R N I N G S I G N ( W 8 - 6 & W 1 6 - 9 P ) FED. AID PROJ. NO.SHEET NO. TOTAL SHEETS NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 36 STATE MA PROJECT FILE NO. - SIGNS AND MARKINGS PLAN (2) 608413 20 HIGHWAY GUARD DETAILS NONE TRAFFIC SIGNAL CONDUIT NONE WATER SUPPLY ALTERATIONS NONE DRAINAGE DETAILS NONE 60 8 1 4 3 _ H D 6 ( T R A F F I C S I G N A G E ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n N CO N T I N U E D O N SH E E T N O . 1 9 0 SCALE: 1" = 40' 40 160100 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 8 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -21 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 TRAFFIC SIGNAGE DETAILS AND POST SIZE REQUIREDNUMBER OF NUMBER REQUIREDSIGNSTEXT HEIGHT IDENTIFI- NUMBER CATION WIDTH SIZE OF SIGN 18"18" 18"24" 2W1-5 W7-5 D11-1d 18 18" 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. 4 12"18"1 1 ROCKY HILLGREENWAY P5 (4 REQ'D) NOMOTORVEHICLES R5-3 24"24"1 PATHNARROWS18" 18"1W5-4a NOT TO SCALE P5 (1 REQ'D) P5 (2 REQ'D) P5 (1 REQ'D) P5 (1 REQ'D) P5 (0 REQ'D) 18"9"1 R7-8 R7-8p W16-9P 18"9"5 P5 (0 REQ'D) CANAL LINERAIL TRAIL18"24"D11-1e 1 P5 (1 REQ'D) 12"18"1 P5 (0 REQ'D) M-4-6 12"18"2 P5 (0 REQ'D) M4-5 BORDERBACK-GROUNDHEIGHT LETTER TEXT DIMENSIONS (INCHES) SPACING VERTICAL COLOR LEGEND MUTCD STANDARD MUTCD STANDARD R7-1 12"18"1 P5 (1 REQ'D) W8-6 18"18"1 P5 (1 REQ'D) 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 8 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -22 36 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) SPEED* (km/h) DISTANCE (m) FORMULAS FOR DETERMINING TAPER LENGTHS SPEED LIMIT (S)TAPER LENGTH (L) Meters TYPE OF TAPER TAPER LENGTH (L)* TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES SPEED LIMIT (S)TAPER LENGTH (L) FEET 60 8 1 4 3 _ H D 4 ( D E T A I L S ) . D W G 6- A u g - 2 0 1 9 2 : 2 8 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -23 36 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 MILES (3.2 KM)W20-SERIES R2-10a R2-10e G20-1 B OR C ROADWORKXXX 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 W8-3 OR W8-8 OR W8-1 * - INCREASE SLOPE RATIO FOR HIGHER SPEEDS NOT TO SCALE C Depth≥4" LATERAL DROP-OFF DETAIL LATERAL AND LONGITUDINAL DROP-OFF DETAILS B W5-1W21-5a RIGHTSHOULDERCLOSED ROAD NARROWS AWORK ZONE 100 FT (30m) BUFFER L/3100 FT (30m) TWO LANE ROAD SHOULDER CLOSED B A WORK ZONE BUFFER A BL/2DOWNSTREAM TAPER 100 FT (30m) MAX W5-1 ROAD NARROWS W1-4R W5-1 ROAD NARROWS W1-4R W1-4L L/2 W1-4L BUFFER L/3 TWO LANE ROAD SHOULDER AND TRAVEL LANE CLOSED WORK ZONE 100FT (30m) MAX. 100FT (30m) MAX. BUFFER 100-150FT (30-45m) W20-7b POLICEOFFICER AHEAD W20-4 W13-1p ONE LANEROADXXX XXM.P.H. W20-4 W13-1p ONE LANEROADXXX XXW20-7b POLICE OFFICERAHEAD P/F OR W20-7 W20-7 OR P/F A B AB M.P.H. TWO LANE ROAD ONE LANE ALTERNATING TRAFFIC 1+00 220 224 228 220 224 228 0 10 20 30 400-10-20-30-40 1+82.53 220 224 220 224 0 10 20 30 400-10-20-30-40 2+00 220 224 220 224 0 10 20 30 400-10-20-30-40 2+66.13 216 220 224 216 220 224 0 10 20 30 400-10-20-30-40 3+00 216 220 224 216 220 224 0 10 20 30 400-10-20-30-40 4+00 216 220 216 220 0 10 20 30 400-10-20-30-40 5+00 212 216 220 212 216 220 0 10 20 30 400-10-20-30-40 6+00 212 216 220 212 216 220 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -24 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (1) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 7+00 212 216 220 212 216 220 0 10 20 30 400-10-20-30-40 8+00 208 212 216 208 212 216 0 10 20 30 400-10-20-30-40 9+00 208 212 216 208 212 216 0 10 20 30 400-10-20-30-40 10+00 204 208 212 216 204 208 212 216 0 10 20 30 400-10-20-30-40 10+01.21 204 208 212 216 204 208 212 216 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -25 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (2) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 11+00 200 204 208 212 216 220 200 204 208 212 216 220 0 10 20 30 400-10-20-30-40 11+28.93 200 204 208 212 216 220 200 204 208 212 216 220 0 10 20 30 400-10-20-30-40 11+44.69 200 204 208 212 216 220 200 204 208 212 216 220 0 10 20 30 40 500-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -26 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (3) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 11+60.44 199 200 204 208 212 216 220 199 200 204 208 212 216 220 0 10 20 30 400-10-20-30-40 12+00 196 200 204 208 212 216 196 200 204 208 212 216 0 10 20 30 400-10-20-30-40 12+51.54 192 196 200 204 208 192 196 200 204 208 0 10 20 30 400-10-20-30-40 12+69.49 192 196 200 204 192 196 200 204 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -27 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (4) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 12+87.45 192 196 200 204 192 196 200 204 0 10 20 30 400-10-20-30-40 13+00 192 196 200 204 192 196 200 204 0 10 20 30 400-10-20-30-40 14+00 184 188 192 196 200 184 188 192 196 200 0 10 20 30 400-10-20-30-40 14+19.01 180 184 188 192 196 180 184 188 192 196 0 10 20 30 400-10-20-30-40 14+23.94 180 184 188 192 196 180 184 188 192 196 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -28 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (5) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 14+28.87 180 184 188 192 196 180 184 188 192 196 0 10 20 30 400-10-20-30-40 15+00 180 184 188 192 180 184 188 192 0 10 20 30 400-10-20-30-40 15+54.72 172 176 180 184 172 176 180 184 0 10 20 30 400-10-20-30-40 16+00 172 176 180 184 172 176 180 184 0 10 20 30 400-10-20-30-40 16+01.71 168 172 176 180 184 168 172 176 180 184 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -29 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (6) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 16+48.70 164 168 172 176 180 164 168 172 176 180 0 10 20 30 400-10-20-30-40 16+53.83 164 168 172 176 180 164 168 172 176 180 0 10 20 30 400-10-20-30-40 16+88.83 164 168 172 176 180 164 168 172 176 180 0 10 20 30 400-10-20-30-40 17+00 164 168 172 176 180 164 168 172 176 180 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -30 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (7) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 17+23.84 160 164 168 172 176 160 164 168 172 176 0 10 20 30 400-10-20-30-40 17+25.96 160 164 168 172 176 160 164 168 172 176 0 10 20 30 400-10-20-30-40-50 17+95.66 156 160 164 168 172 176 156 160 164 168 172 176 0 10 20 30 400-10-20-30-40-50 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -31 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (8) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 18+00 156 160 164 168 172 176 156 160 164 168 172 176 0 10 20 30 400-10-20-30-40-50 18+65.35 156 160 164 168 172 156 160 164 168 172 0 10 20 30 400-10-20-30-40-50 19+00 156 160 164 168 172 156 160 164 168 172 0 10 20 30 400-10-20-30-40 19+16.35 156 160 164 168 172 156 160 164 168 172 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -32 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (9) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 19+47.44 156 160 164 168 156 160 164 168 0 10 20 30 400-10-20-30-40 19+78.53 156 160 164 168 156 160 164 168 0 10 20 30 400-10-20-30-40 19+85.54 160 164 168 160 164 168 0 10 20 30 400-10-20-30-40 20+00 160 164 168 160 164 168 0 10 20 30 400-10-20-30-40 20+42.56 160 164 168 160 164 168 0 10 20 30 400-10-20-30-40 20+99.57 160 164 168 160 164 168 0 10 20 30 400-10-20-30-40 21+00 160 164 168 160 164 168 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -33 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (10) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 21+10.18 160 164 160 164 0 10 20 30 400-10-20-30-40 21+34.72 160 164 160 164 0 10 20 30 400-10-20-30-40 21+59.26 156 160 164 156 160 164 0 10 20 30 400-10-20-30-40 21+66.35 156 160 164 156 160 164 0 10 20 30 400-10-20-30-40 22+00 152 156 160 164 152 156 160 164 0 10 20 30 400-10-20-30-40 22+30.17 152 156 160 152 156 160 0 10 20 30 400-10-20-30-40 22+93.99 152 156 160 152 156 160 0 10 20 30 400-10-20-30-40 23+00 152 156 160 152 156 160 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -34 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (11) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 23+54.50 152 156 160 152 156 160 0 10 20 30 400-10-20-30-40 24+00 152 156 160 152 156 160 0 10 20 30 400-10-20-30-40 24+32.13 152 156 152 156 0 10 20 30 400-10-20-30-40 25+00 148 152 156 148 152 156 0 10 20 30 400-10-20-30-40 25+09.76 148 152 156 148 152 156 0 10 20 30 400-10-20-30-40 26+00 144 148 152 144 148 152 0 10 20 30 400-10-20-30-40 26+30.03 144 148 144 148 0 10 20 30 400-10-20-30-40 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -35 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL GREENWAY CROSS SECTIONS (12) CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8 0+50 252 256 252 256 0 10 200-10-20 1+50 244 248 252 244 248 252 0 10 200-10-20 2+00 244 248 252 244 248 252 0 10 200-10-20 2+50 240 244 248 240 244 248 0 10 200-10-20 3+00 236 240 244 248 236 240 244 248 0 10 200-10-20 3+50 232 236 240 244 232 236 240 244 0 10 200-10-20 4+50 228 232 228 232 0 10 200-10-20 60 8 4 1 3 _ H D 5 ( C R O S S S E C T I O N S ) . D W G 10 - M a r - 2 0 1 5 3 : 3 9 P M Pl o t t e d o n FED. AID PROJ. NO.SHEET NO. TOTAL SHEETSSTATE MA PROJECT FILE NO. -36 36 NORTHAMPTON, MASSACHUSETTS ROCKY HILL GREENWAY MULTI-USE TRAIL 608413 ROCKY HILL RD MULTIUSE PATH CROSS SECTIONS CO N T I N U E D O N SH E E T N O . 1 0 0HOR. SCALE IN FEET VER. SCALE IN FEET 00 0 4 4 8 4 4 8