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Home My WebLink About03_Riverwalk Park Boardwalk_ZBA Plan SetLOCATION MAP1" = 250' - 0"TOWN OF YARMOUTH, MASSACHUSETTSYARMOUTH RIVERWALK PARKZONING BOARD OF APPEALSPROPOSED ELEVATED BOARDWALK LOOPFEBRUARY 2023ProjectLocationPLAN INDEXDESCRIPTIONSHEET NO.ROUTE 28PREPARED BY:ISSUE DATE: 1/31/2023PROJECT LOCATIONPARKERS RIVERAPPLICANT: TOWN OF YARMOUTH1146 ROUTE 28, SOUTH YARMOUTH, MA 02664TOWN ADMINISTRATORROBERT L. WHRITENOUR JR.SUBJECT PARCELMAP 24/LOT 92NANTUCKET SOUNDZONING MAPSCALE: NOT TO SCALEMA-ROUTE 28ZONE R-25VCOD VC1ZONE B-2PROJECT LOCATIONREGIONAL LOCUS MAPSCALE: 1" = 3000'1/2 MILE RADIUSG.1G.2G.3C.1.1C.1.2C.1.3OM.1.1OM.1.2S.1.1S.1.2S.1.3S.1.4S.2.1S.2.2S.2.3S.2.4S.2.5L.1.1L.1.2L.2.1COVERGENERAL NOTESLEGEND AND ABBREVIATIONSOVERALL SITE PLANEXISTING CONDITIONS PLAN - 1EXISTING CONDITIONS PLAN - 2OVERALL MASTER PLAN - 1OVERALL MASTER PLAN - 2OVERALL BOARDWALK PLANBOARDWALK - PROFILE - 1BOARDWALK - PROFILE - 1BOARDWALK - PROFILE - 3BOARDWALK - DETAILS - 1BOARDWALK - DETAILS - 2BOARDWALK - DETAILS - 3BOARDWALK - DETAILS - 4BOARDWALK - DETAILS - 5OVERALL PLANTING PLANPLANTING DETAIL AREA - 10PLANTING DETAILS - 1PROJECT LOCATION UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only NONE AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 GENERAL NOTES G.2 GENERAL NOTES: 1.ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ITS APPLICABLE REFERENCED STANDARDS. 2.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION. REPORT TO THE OWNER'S REPRESENTATIVE ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3.WORK WITHIN THE LOCAL RIGHT-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 4.CONTRACTOR SHALL NOTIFY "DIG-SAFE"(1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. THE CONTRACTOR SHALL RECORD THE LOCATION OF ANY/ALL DIG-SAFE UTILITY MARKINGS ON PROJECT RECORD DOCUMENTS. 5.THE LOCATION, SIZE, AND MATERIAL OF EXISTING UTILITIES ARE SHOWN AS APPROXIMATE REPRESENTATIONS ONLY. THE OWNER OR ITS REPRESENTATIVE HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES THAT MAY BE PRESENT. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES WITHIN PROJECT LIMITS AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHT-OF-WAY. 6.THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE TO ALL UTILITIES (BOTH ABOVE AND BELOW GRADE) WITHIN THE PROJECT AREA. DAMAGE TO ANY UTILITIES AS A RESULT OF ACTIONS BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, TO CONDITIONS EQUAL TO CONDITIONS PRIOR TO THE DAMAGE. 7.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 9.THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEAN-UP, REPAIRS, AND CORRECTIVE ACTION IF SUCH OCCURS. 10.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 11.ANY DAMAGE TO EXISTING PAVEMENT, BRIDGES, SIDEWALKS, FENCES, ETC. CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 12.TOPOGRAPHIC SURVEY IS BASED ON AN ON-THE-GROUND SURVEY PERFORMED BY ALPHA SURVEY GROUP, LLC BETWEEN MARCH 7 & APRIL 3, 2017 AND BETWEEN AUGUST 9 & AUGUST 12, 2021. 13.THE PROJECT IS HORIZONTALLY REFERENCED TO THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), CORS ADJUSTMENT (NA2011/GEOID 12a) AS DETERMINED BY REDUNDANT GPS OBSERVATIONS MADE ON MARCH 7, 2017. 14.THIS PROJECT IS VERTICALLY REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON THE FOLLOWING BENCHMARKS: MASSDOT BM#8149 BRASS RIVET IN PARKER RIVER BRIDGE WITH A PUBLISHED ELEVATION OF 6.11 FT.; CB/TOWN OF YARMOUTH DISK STATION NO. 8, ELEV.= 5.20 FT; CHISELED SQUARE ON N.E. CORNER OF PARKER RIVER CONC. BRIDGE WALL ELEV.=6.18 FT. (LOUIS BERGER DRAINAGE & UTILITY PLAN 75% DESIGN SHEET 8 OF 20 YARMOUTH MAIN STREET (RTE. 28) PROJECT). 15.LAND OUTSIDE THE PROPOSED LIMIT OF WORK SHALL NOT BE DISTURBED BY THE CONTRACTOR. 16.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF YARMOUTH REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK. 18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. 19.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 20.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF RELOCATIONS THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETS. AS REQUIRED. ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. CONSTRUCTION NOTES: 1.THE CONTRACTOR SHALL CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO EXCAVATION IN ACCORDANCE WITH STATE OF MASSACHUSETTS, GENERAL LAWS. 2.THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES AND UTILITY COMPANIES IN WRITING 48 HOURS PRIOR TO ANY CONSTRUCTION WITHIN 15 FEET OF A UTILITY LINE. 3.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY CODES, REGULATIONS, LEGAL REQUIREMENTS, PERMIT CONDITIONS, ETS. 4.THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, STREETS, PAVEMENTS, HIGHWAY GUARDS, CURBING, EDGING, TREES AND PLANTINGS ON OR OF THE PREMISES, AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AT HIS/HER OWN EXPENSE AS DIRECTED BY THE ENGINEER ANY ITEMS DAMAGED AS A RESULT OF THE CONTRACTOR'S WORK. 5.THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OF ALL EXCAVATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING CODES AND REGULATIONS. 6.ALL SURFACES OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AS DETAILED, OR AS SPECIFIED BY THE ENGINEER. 7.ALL EXISTING PIPING AND STRUCTURES EXPOSED DURING EXCAVATION SHALL BE ADEQUATELY SUPPORTED, BRACED, OR OTHERWISE PROTECTED DURING CONSTRUCTION ACTIVITIES. 8.WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT (INCLUDING DRIVEWAYS), SAW CUT EXISTING PAVEMENT SMOOTH AND STRAIGHT. WHERE NEW BITUMINOUS CONCRETE MEETS EXISTING BITUMINOUS CONCRETE SURFACES, SAW CUT EDGES ARE TO BE SEALED WITH BITUMEN AND BACK SANDED. 9.WORK WITHIN PUBLIC WAYS SHALL COMPLY WITH APPLICABLE MUNICIPAL AND STATE REQUIREMENTS. 10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 11.THE CONTRACTOR SHALL RE-USE EXISTING GRANITE CURB IN GOOD CONDITION THAT IS RECOVERED FROM DEMOLITION ACTIVITIES. SITE PREPARATION & DEMOLITION NOTES: 1.ALL ITEMS DESIGNATED TO BE REMOVED AND DISPOSED (R&D) SHALL BE TAKEN FROM THE SITE AND LEGALLY DISPOSED. 2.ALL ITEMS DESIGNATED TO BE REMOVED AND STOCKPILED (R&S) SHALL BE DISASSEMBLED AND STOCKPILED AT A LOCATION DETERMINED BY THE OWNER'S REPRESENTATIVE. 3.DEBRIS OF ANY NATURE SHALL NOT BE ALLOWED TO ACCUMULATE IN THE STREETS, PARKING LOT, SIDEWALK AREAS OR GROUNDS SURROUNDING THE PROJECT AREA. 4.FOR ALL HOLES, PITS OR OTHER HAZARDOUS DEPRESSIONS ADJACENT TO OR WITHIN EIGHT (8) FEET OF ANY SIDEWALK AREA AND ARE UNPROTECTED, A TEMPORARY GUARD FENCE SHALL BE IMMEDIATELY ERECTED FOR THE PROTECTION OF PEDESTRIANS. THE FENCING MATERIAL SHALL BE FREE FROM NAILS, FASTENINGS OR SPLINTERS AND SHALL PRESENT A REASONABLY SMOOTH SURFACE ON THE SIDES OF POSSIBLE CONTACT. SUCH TEMPORARY FENCES SHALL BE LEFT IN PLACE AND SHALL BE PROPERLY MAINTAINED UNTIL THE HOLES, PITS OR DEPRESSIONS HAVE BEEN PROPERLY FILLED. 5.ALL STUMPS AND ROOTS OF TREE AND SHRUBS INDICATED TO BE REMOVED AND DISPOSED SHALL BE LEGALLY DISPOSED OF OFF SITE. IN SPECIFIC LOCATIONS, STUMPS MAY BE GROUND IN PLACE, AS SHOWN. 6.ALL EXISTING VEGETATION (TREES, SHRUBS, GRASSES, ETC.) TO REMAIN SHALL BE PROTECTED FROM INJURY. INDIVIDUAL TREES AND SHRUBS TO BE SAVED WITHIN THE DESIGNATED WORK AREA SHALL BE PROTECTED AS SPECIFIED HEREIN. THE CONTRACTOR SHALL REMOVE ALL PROTECTIVE BARRIERS ONLY AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 7.THE CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING LOAM FROM THOSE AREAS WHICH ARE TO BE EXCAVATED OR FILLED. STOCKPILED LOAM SHALL NOT BE MIXED WITH ANY SUBSOIL OR OTHER UNSUITABLE MATERIAL UNLESS DIRECTED BY THE OWNER'S REPRESENTATIVE. ALL STOCKPILED LOAM REMAINS THE PROPERTY OF THE OWNER. 8.ALL STOCKPILED LOAM OR OTHER SOIL MATERIAL SHALL BE SURROUNDED BY EROSION CONTROL DEVICES. 9.THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE SITE CLEAN OF MISCELLANEOUS DEBRIS THROUGHOUT THE CONSTRUCTION PERIOD. ALL WASTE MATERIALS SHALL BE DISPOSED OF IMMEDIATELY TO A LEGAL, OFF-SITE LOCATION UNLESS OTHERWISE INDICATED ON THE PLAN. 10.DURING THE DEMOLITION PROCESS THE CONTRACTOR SHALL USE SUFFICIENT WATER OR NON-SALVABLE MATERIALS TO PREVENT EXCESSIVE SPREADING OF DUST DURING OPERATIONS. 11.THE REMOVAL AND DISPOSAL OF ALL MATERIALS SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE STATE AND TOWN ORDINANCES, RULES AND REGULATIONS. 12.UNVEGETATED SLOPES SHALL NOT BE UNATTENDED OR EXPOSED FOR PERIODS IN EXCESS OF TWO (2) WEEKS OR THROUGH THE INACTIVE WINTER SEASON. 13.ALL SIDEWALK AND DRIVEWAYS DESIGNATED FOR REPLACEMENT SHALL BE CUT AND MATCHED AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 14.PRUNING STANDARDS: 14.A.PRUNE TREE ACCORDING TO ANSI A300. 14.B.EXPERIENCED WORKMEN UNDER THE IMMEDIATE SUPERVISION OF A LICENSED ARBORIST SHALL PERFORM ALL TREE TRIMMING. 14.C.CLIMBING IRONS OR OTHER EQUIPMENT INJURIOUS TO TREES SHALL NOT BE PERMITTED. 14.D.CUT BRANCHES WITH SHARP PRUNING INSTRUMENTS; DO NOT BREAK OR CHOP. 14.E.PRUNE TREES TO REMAIN THAT ARE AFFECTED BY TEMPORARY AND PERMANENT CONSTRUCTION. 14.F.ALL DOWNED AND CUT PLANT MATERIAL TOGETHER WITH MISCELLANEOUS DEBRIS FROM THIS WORK SHALL BE REMOVED BY THE CONTRACTOR FROM THE PROJECT ON A DAILY BASIS. MATERIALS FROM THE WORK WILL NOT BE PERMITTED TO REMAIN ON SITE RESULTING IN DELAYING OR IMPEDING OTHER WORK ON PROJECT SITE. 14.G.NO MATERIAL OR DEBRIS SHALL BE DUMPED WITHIN THE LIMITS OF THE SITE OR ABUTTING PROPERTY. SOIL EROSION AND SEDIMENTATION CONTROL NOTES: 1.ALL REFERENCED SOIL EROSION AND SEDIMENTATION CONTROLS INCLUDING MATERIALS USE, APPLICATION RATES, AND THE INSTALLATION PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSETTS DEP SPECIFICATIONS. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL SOIL EROSION AND SEDIMENT CONTROLS ON THE PROJECT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL FOLLOW THE DIRECTION OF THE OWNER'S REPRESENTATIVE WITH REGARD TO INSTALLATION, MAINTENANCE, AND REPAIR OF ALL SOIL EROSION AND SEDIMENTATION CONTROLS ON THE PROJECT SITE. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS (HAY BALES, SILT FENCE, ETC.) SHALL BE MAINTAINED UNTIL ALL EXPOSED SOILS ARE SATISFACTORILY STABILIZED. 3.THE HAY BALE / SILT FENCE LINE ILLUSTRATED ON THESE PLANS, IS TO BE STAKED IN THE FIELD PRIOR TO CONSTRUCTION AND SHALL SERVE AS THE STRICT LIMIT OF DISTURBANCE FOR THE PROJECT. NO ALTERATIONS, INCLUDING VEGETATIVE CLEARING OR SURFACE DISTURBANCE, SHALL OCCUR BEYOND THE HAY BALE / SILT FENCE LINE. 4.SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN TWENTY-FOUR (24) HOURS AFTER AN EVENT WHICH GENERATES .25 INCHES OF RAIN IN A TWENTY-FOUR (24) HOUR PERIOD. MAINTENANCE SHALL INCLUDE CLEAN OUT OF ACCUMULATED SEDIMENT BEHIND THE BALES IF 12 THE ORIGINAL HEIGHT OF THE BALES / FENCE BARRIER BECOMES FILLED WITH SEDIMENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE HAS BEEN REMOVED SHOULD BE ADDRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED, AND SEEDED. 5.THE TOE OF ANY FILL SLOPE IS TO REMAIN AT LEAST ONE (1) FOOT INSIDE OF ALL EROSION CONTROLS. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR COVER ANY PORTION OF THE EROSION CONTROLS WITH FILL MATERIAL. ANY FILL MATERIAL WHICH IS PLACED ON ANY EROSION CONTROLS BY THE CONTRACTOR, SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR, AND ANY NECESSARY REPAIRS TO THE EROSION CONTROLS ACCOMPLISHED, AT NO COST TO THE OWNER. 6.THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES FOR OUTLET PROTECTION PRIOR TO CLEANING AND FLUSHING STORM WATER DRAINAGE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL ALL FLUSHED SEDIMENTS ARE REMOVED. AT ALL OUTFALL LOCATIONS WHERE PIPES ARE TO BE CLEANED AND FLUSHED, OUTLET PROTECTION SHALL BE INSTALLED TO TRAP SEDIMENTS. THESE SEDIMENTS SHALL THEN BE REMOVED AND DISPOSED OF LEGALLY BEFORE THE OUTLET PROTECTION DEVICES ARE REMOVED. IF OUTLET PROTECTION AT THE OUTFALL IS NOT FEASIBLE, THEN THE OUTLET PIPE OF THE LAST DRAINAGE STRUCTURE TO BE CLEANED SHALL BE PLUGGED TO CAPTURE ALL MATERIALS FLUSHED FROM PIPES. AFTER THE MATERIALS ARE REMOVED FROM THE DRAINAGE STRUCTURES, THE OUTLET SHALL BE UNPLUGGED TO RESUME NORMAL FUNCTIONING. CRITICAL ELEVATIONS HIGH TIDE LINE (HTL) - ELEV. 2.91 MEAN HIGH WATER (MHW) - ELEV. 2.05 MEAN LOW WATER (MLW) - ELEV. -0.7 LOWEST ASTRONOMICAL TIDE (LAT) - ELEV. -0.98 *DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) TP-1 B-1 SCHOOL ZONE - WHITE HANDICAP SYMBOL - WHITE BND CB TMH WMH EMH PROPOSED GG WG CS EXISTING GENERAL SYMBOLS v v v v 2+00 v v v v CURB OR BERM (TYPE AS NOTED) EDGE OF PAVEMENT CATCH BASIN (OR GUTTER INLET, LEACHING BASIN, DROP INLET, CATCH BASIN CURB INLET) ELECTRIC HANDHOLE (NUMBER AS NOTED) ELECTRIC MANHOLE TELEPHONE MANHOLE WATER MANHOLE SEWER MANHOLE DRAINAGE MANHOLE GAS GATE WATER GATE CURB STOP HYDRANT FIRE ALARM BOX PARKING METER STREET LIGHT POLE UTILITY POLE UTILITY POLE w/ LIGHT SIGN GUY POLE DRAIN PIPE (SIZE AS NOTED) SEWER MAIN (SIZE AS NOTED) ELECTRIC DUCT GAS MAIN (SIZE AS NOTED) WATER MAIN (SIZE AS NOTED) TELEPHONE DUCT (SIZE AS NOTED) OVERHEAD WIRE MAIL BOX WOOD GUARD RAIL STEEL BEAM GUARD, WOOD OR STEEL POSTS (TYPE AS NOTED) STEEL GUARD RAIL, STEEL POSTS (TYPE NOTED) STONE WALL RETAINING WALL (TYPE NOTED) HIGHWAY/PROPERTY BOUND (TYPE AS NOTED) STATE HIGHWAY LAYOUT LINE (SHLO) CITY, TOWN OR COUNTY LAYOUT LINE (R.O.W.) CITY, TOWN, COUNTY OR STATE BOUNDARY LINE PROPERTY LINE EASEMENT LINE (TYPE NOTED) CONSTRUCTION BASELINE SURVEY LINE RAILROAD OR STREET RAILWAY TRACKS WITH SIDELINES WHEELCHAIR RAMP TREE (SIZE AND TYPE AS NOTED) HEDGE/SHRUBS FENCE (SIZE AND TYPE AS NOTED) EDGE OF WETLAND W/ FLAGGED NUMBER EDGE OF RIVER/STREAM LINE 100-FT. WETLAND BUFFER LIMIT 100-FT. RIVER FRONT LIMIT 200-FT. RIVER FRONT LIMIT WOODED AREA / LIMIT OF CLEARING SPOT GRADE SAW CUT LINE TEST PIT BORING PROPOSED SIGNING SYMBOLS PAVEMENT MARKINGS AND PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE DWLEx SYEL BYCL BWLL SWEL SL CW ABBREVIATIONS TRAFFIC SIGNAL SYMBOLS PROPOSED LEGEND ONLY CONTROL CABINET GROUND MOUNTED WITH FOUNDATION CONTROL CABINET POLE MOUNTED CONTROLLER PHASE MAST ARM, SHAFT & BASE (ARM LENGTH AS NOTED) VEHICULAR SIGNAL HEAD (ALPHA-NUMERIC DESIGNATION AS NOTED) VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED VEHICULAR SIGNAL HEAD (REMOVED & RESET) FLASHING BEACON PEDESTRIAN SIGNAL HEAD PEDESTRIAN SIGNAL HEAD, OPTICALLY PROGRAMMED PULL BOX 12"x12" OR HANDHOLE LOOP DETECTOR PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE PRE-EMPTION DETECTOR PRE-EMPTION CONFIRMATION STROBE SIGNAL CONDUIT (SINGLE RUN) SIGNAL CONDUIT (DOUBLE RUN) SIGNAL POST & BASE MAGNETIC DETECTOR SCHOOL ZONE SPEED LIMIT SIGN MICROWAVE OR ULTRASONIC DETECTOR VIDEO DETECTION CAMERA VIDEO DETECTION ZONE MA-1 CROSSWALK, 2 - 12" WHITE LINES (8" WIDTH) STOP LINE - 12" WHITE LINE 4' BEHIND CW (TYP.) SOLID WHITE EDGE LINE - 4" SOLID WHITE CHANNELIZING LINES - 12" (SPACING NOTED) SOLID WHITE GORE LINE 12" @ 33°, (SPACING NOTED) SOLID WHITE LANE LINE - 4" SOLID WHITE PARKING LINE - 4" BROKEN WHITE LANE LINE - 4" DOTTED WHITE LANE EXTENSION LINE - 4" (2' LINE & 6' GAP) DOTTED YELLOW LANE EXTENSION LINE - 4" (2' LINE & 6' GAP) BROKEN YELLOW CENTERLINE - 4" DOUBLE YELLOW CENTERLINE - 2 - 4" LINES SOLID YELLOW EDGE LINE - 4" SOLID YELLOW GORE LINE 12" @ 33°, (SPACING NOTED) SOLID YELLOW LANE LINE - 4" SOLID YELLOW CYCLE TRACK EDGE LINE - 4" DOTTED YELLOW CYCLE TRACK CENTERLINE - 4" (3' LINE & 9' GAP) SWLL SWCHL SWGL SWPL DYCL SYGL SYLL EXISTING FAB PM GUY EHH x 00.00 TRAFFIC SIGNAL SYSTEMS STEADY CIRCULAR RED STEADY CIRCULAR AMBER STEADY CIRCULAR GREEN FLASHING CIRCULAR RED FLASHING CIRCULAR AMBER FLASHING YELLOW LEFT ARROW STEADY RED RIGHT ARROW STEADY AMBER RIGHT ARROW STEADY GREEN RIGHT ARROW STEADY RED LEFT ARROW STEADY AMBER LEFT ARROW STEADY GREEN LEFT ARROW STEADY WALK (PERSON WALKING) - LUNAR WHITE STEADY DON'T WALK (HAND) - PORTLAND ORANGE FLASHING DON'T WALK (FLASHING HAND) - PORTLAND ORANGE 10'-12" RCP 10'-8" PVC 10'-4" HP 10'-8" DI R Y G FR FY ¬FY R→ Y→ G→ ¬R ¬Y ¬G W DW FDW UTILITIES ACCMP ASPHALT COATED CORRUGATED METAL PIPE CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CI CURB INLET CIP CAST IRON PIPE CIT CHANGE IN TYPE CMP CORRUGATED METAL PIPE C CONDUIT CPP CORRUGATED PLASTIC PIPE CSP CORRUGATED STEEL PIPE DI DROP INLET DIP DUCTILE IRON PIPE F&C FRAME AND COVER F&G FRAME AND GRATE FM FORCE MAIN GI GUTTER INLET GIP GALVANIZED IRON PIPE GG GAS GATE HDW HEADWALL HYD. HYDRANT INV.INVERT ELEVATION LP LIGHT POLE MH MANHOLE PVC POLY-VINYL-CHLORIDE PIPE PWW PAVED WATER WAY RCP REINFORCED CONCRETE PIPE (CLASS III UNLESS NOTED) SD SUBDRAIN SMH SEWER MANHOLE TS TRAFFIC SIGNAL TSV&B TAPPING SLEEVE, VALVE AND BOX UP UTILITY POLE UPL UTILITY POLE w/ LIGHT UPT UTILITY POLE w/ TRANSFORMER VCP VITRIFIED CLAY PIPE WIP WROUGHT IRON PIPE WG WATER GATE WM WATER METER/WATER MAIN ABAN. ABANDON ADJ. ADJUST ALT. ALTERATION APPROX. APPROXIMATE B BASELINE B.B. BITUMINOUS BERM B.C. BITUMINOUS CURB BD OR BND BOUND BLDG. BUILDING B.O. BY OTHERS BOS BOTTOM OF SLOPE BOW BOTTOM OF WALL BSW BACK OF SIDEWALK C.C. CONCRETE CURB CEM. CEMENT CLF CHAIN LINK FENCE CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS DWY DRIVEWAY E.P., EOP EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EXIST. EXISTING FDN. FOUNDATION GC GRANITE CURB HOR. HORIZONTAL IP IRON PIPE JCT JUNCTION LP LOW POINT MB MAIL BOX MHB MASSACHUSETTS HIGHWAY BOUND O.C. ON CENTER PERM. PERMANENT PGL PROFILE GRADE LINE PROP. PROPOSED PVC POINT OF VERTICAL CURVATURE PVMT. PAVEMENT R RADIUS OF CURVATURE R&D REMOVE AND DISCARD R&R REMOVE AND RESET R&S REMOVE AND STACK REM. REMOVE REMOD. REMODEL RET. RETAIN RR RAILROAD RT. RIGHT SB SOUTH BOUND OR STONE BOUND SDWK. SIDEWALK SHT. SHEET SHLD. SHOULDER STA. STATION TEMP. TEMPORARY TOS TOP OF SLOPE TOW TOP OF WALL TYP. TYPICAL VAR. VARIABLE VERT. VERTICAL VGC VERTICAL GRANITE CURB WCR WHEELCHAIR RAMP GENERAL Ø2 HH MM UP HYD DYLEx UPL MB EROSION CONTROL BARRIER/COMPOST FILTER TUBES GRAN. GRANITE L SYCTEL DYCTCL PCC POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY OHW SMH DMH 10'-8" PVC 10'-8" PVC UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only NONE AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 LEGEND AND ABBREVIATIONS G.3 PAWNEE RDNPAR K E R S RIVER LEWIS POND SEAGULL BEACH ROUTE 28COUR T L A N D W A Y APP L E B Y R D HUD S O N R D ELT O N R D IROQ U OI S B L V D NAU S E T L A N E NIAG A R A L A N E PAL M E T R O A D ACRE S A V E PAWKAN N A W K U T D R NEPTUNE LNSEA GULL ROADLACKER RDSALT MARSH LNMAUSHOPS PATHCROWE S P U R C H A S E R D ISLAN D R D TIDE LNKELP LNSWORDFISH LNCAPE ISLE LNCOMPASS DRKEARSARGE RD172'± (GIS) S70° 17' 51"W 107' S19° 42' 09"E 183' S74° 36' 05"W 385' N69° 25' 36"W 36' N60° 14' 26"W 106' N55° 14' 26"W 47' N45° 50' 15"W 149' S36° 14' 26"E 42' N77° 32' 54"E 107' N20° 06' 46"W 69' N69° 53' 14"E 182' S20° 47' 02"E 646' S20° 10' 25"E 89' S10° 46' 37"E 191' S10° 46' 37"E 191' S18° 47' 46"E 157' S84° 04' 13"W 103' S05° 47' 26"E 36' N69° 53' 14"E 63' N19° 43' 29"W 850' N69° 57' 24"E 326'PAWNEE RD 200 SCALE IN FEET: 1"=200' 1000100 UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 N/F TOWN OF YARMOUTH 669 ROUTE 28 ASSESS. MAP 32 PARCEL ID: 32/122 DEED BK 4985 PAGE 181 23.32 ACRES N/F TOWN OF YARMOUTH 1146 ROUTE 28 ASSESS. MAP 24 PARCEL ID: 24/92 DEED BK 8979 PAGE 44 122.28 ACRES PROP. ELEVATED BOARDWALK LOOP C.1.1 OVERALL SITE PLAN 24/85 24/84 24/83 24/82 24/86 24/87 24/88 20'± 20'± 20'± 20'± TP2-16TP2-15TP2-14TP2-5TP2-6ATP2-6BTP2-7TP2-8TP2-9TP2-10BTP2-10ATP2-19TP3-1TP3-2TP3-5TP3-4TP3-3TP2-12TP2-4TP2-1320'±34'±30'±15' SIDE YARD SETBACK (TYP.) 52'±35'±15' MINIMUM FRONTYARD SETBACK25' MAXIMUMFRONT YARDSETBACKC.1.2EXISTING CONDITIONSPLAN - 1PARKERS RIVERMA - ROUTE 2 8 N/FTOWN OFYARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESEXIST. WOODED AREAEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST. PROPERTY LINE (TYP.)EXIST. UPWELLER FACILITYFACILITY FOOTPRINT - 1,250 SQ. FEETEXIST. SNOW FENCECOURTLAND WAYMATCH LINE MATCH LINE UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only80SCALE IN FEET: 1"=40'40040AWGAWGREGISTERED PROFESSIONALZONING BOARD OF APPEALSELEVATED BOARDWALK LOOPREGISTERED PROFESSIONAL1/31/2023EXIST.WOODEDAREA15' SIDE YARD SETBACK (TYP.)15' SIDE YARD SETBACK (TYP.)EXIST. PROPERTY LINE (TYP.)EXIST. BOULDERSEXIST. ASPHALT PAVEMENTEXIST. ASPHALT PAVEMENTEXIST. PROPERTYLINE (TYP.)PARKERS RIVER EXIST. PROPERTY LINE (TYP.)TP2-11TP2-12TP2-2TP2-115' SIDE YARD SETBACK15' SIDE YARD SETBACK15' SIDE YARD SETBACK PARKERSRIVERN/FTOWN OFYARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESC.1.3EXIST.SALT MARSHEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST. SNOW FENCEMATCH LINE MATCH LINE UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only80SCALE IN FEET: 1"=40'40040AWGAWGREGISTERED PROFESSIONALZONING BOARD OF APPEALSELEVATED BOARDWALK LOOPREGISTERED PROFESSIONAL1/31/2023N/FTOWN OF YARMOUTH1146 ROUTE 28ASSESS. MAP 24PARCEL ID: 24/92DEED BK 8979PAGE 44ZONE R-25122.28 ACRESEXIST. BOULDERSEXISTING CONDITIONSPLAN - 2EXIST.WOODEDAREAEXIST.WOODEDAREAEXIST.WOODEDAREAPARKERSRIVERPROP. PROJECT AREA OM.1.1 OVERALL MASTER PLAN - 1 N/F TOWN OF YARMOUTH 669 ROUTE 28 ASSESS. MAP 32 PARCEL ID: 32/122 DEED BK 4985 PAGE 181 23.32 ACRES EXIST. PROPERTY LINE (TYP.) UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL 100 SCALE IN FEET: 1"=50' 50050 ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 OM.1.2 OVERALL MASTER PLAN - 2 N/F TOWN OF YARMOUTH 669 ROUTE 28 ASSESS. MAP 32 PARCEL ID: 32/122 DEED BK 4985 PAGE 181 23.32 ACRES EXIST. PROPERTY LINE (TYP.) N/F TOWN OF YARMOUTH 1146 ROUTE 28 ASSESS. MAP 24 PARCEL ID: 24/92 DEED BK 8979 PAGE 44 ZONE R-25 122.28 ACRES BOARDWALK AND TRAILS THIS AREA (ZONED R-25) PROPOSED ELEVATED BOARDWALK LOOP UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL 100 SCALE IN FEET: 1"=50' 50050 ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 PI 12+15.8 PI 11+18.3 PI 8+59.1 PI 6+73.7 PI 5+09.9 PI 4+28.7 PI 3+30.0 PI 2+80.1 PI 1+50.2 PI 13+02.5 PI 0+86.0 1 3 + 7 5 0+000+50 1+0 0 1+5 0 2+ 0 0 2+ 5 0 3+00 3 + 5 0 4 + 0 04+505+005+506+006+507+0 0 7+5 0 8+0 0 8+5 0 9+00 9+50 10+00 10+50 11+00 1 1 + 5 0 1 2 + 0 0 12+50 13+00 1 3 + 5 0 1+44 1+084+293 + 3 0 2+80 1+5 0 1+0 2 1+16 1 3 + 2 4 EXIST. PROPERTY LINE (TYP.) 15' SIDEYARD SET B A C K150'UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 OVERALL BOARDWALK PLAN S.1.1 SCALE IN FEET: 1"=30' PARKERS RIVER EXIST. WOODED AREA MEAN HIGH WATER (M.H.W.) - ELEV. 2.05 LIMIT OF COASTAL BARRIER RESOURCE SYSTEM AREA EXIST. WOODED AREA EXIST. WOODED AREA EXIST. WOODED AREA LIMIT OF SALT MARSH (TYP.) SALT MARSH FLAG (TYP.) 30 0 30 60 N/F TOWN OF YARMOUTH 669 ROUTE 28 ASSESS. MAP 32 PARCEL ID: 32/122 DEED BK 4985 PAGE 181 23.32 ACRES N/F TOWN OF YARMOUTH 1146 ROUTE 28 ASSESS. MAP 24 PARCEL ID: 24/92 DEED BK 8979 PAGE 44 122.28 ACRES STABILIZED AGGREGATE - TRAIL PROP. BOARDWALK - EASTERN SEGMENT PROP. PEDESTRIAN BRIDGE PROP. OVERLOOK 1 PROP. BOARDWALK - CENTRAL SEGMENT PROP. OVERLOOK 2 PROP. OVERLOOK 3 PROP. BOARDWALK - WESTERN SEGMENT PROP. BOARDWALK APPROACH PATH - WEST PROP. BOARDWALK APPROACH PATH - EAST STABILIZED AGGREGATE - TRAIL PROP. BENCH WITH COMPANION SEATING LIMIT OF CLEARING EXIST. WOODED AREA EXIST. SALT MARSH EXIST. SALT MARSH PI 3+30.0 PI 2+80.1 PI 1+50.2 PI 0+86.0 0+000+50 1+0 0 1+5 0 2+ 0 0 2+ 5 0 3+00 3 + 5 0 4 + 0 0 1+44 1+08 3 + 3 0 2+80 1+5 0 1+0 2 1+16 NAVD 88 BASE ELEV -5.000 10 20 30SALT MARSH LINESTA 1+160+00 [∆][∆]0+256.57[∆1.75]0+508.53[∆4.39]0+751+0010.04[∆6.41]10.17[∆10.06]1+2510.17[∆7.83]1+5010.17[∆7.30]1+752+0010.17[∆7.69]10.17[∆8.03]2+2510.17[∆7.79]2+5010.17[∆7.77]2+753+0010.17[∆7.97]10.17[∆8.10]3+2510.17[∆7.54]3+5010.17[∆7.37]3+754+0010.17[∆7.67]6.616.316.487.046.916.716.736.976.636.246.778.414.313.252.346.89UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 BOARDWALK - PROFILE - 1 S.1.2 EASTERN SEGMENT OF BOARDWALK LOOP -- PLAN PARKERS RIVER EASTERN SEGMENT OF BOARDWALK LOOP - PROFILE/ELEVATION A SCALE: 1" = 20' - 0" MLW - ELEV. -0.70 MHW - ELEV. 2.05 LAT - ELEV. -0.98 HTL - ELEV. 2.91 FLOOD ELEVATION ELEV. 13.00 0+75 10.17[Δ6.55]STATION LEGEND MINIMUM 1:1 CLEARANCE DATUM: HORIZONTAL: NAD83, VERTICAL: NAVD88 CRITICAL ELEVATIONS HIGH TIDE LINE (HTL) = ELEV. 2.91 MEAN HIGH WATER (MHW) = ELEV. 2.05 MEAN LOW WATER (MLW) = ELEV. -0.70 LOWEST ASTRONOMICAL TIDE (LAT) = ELEV. -0.98 Station ID: 8447605 Hyannis Port , Hyannis Harbor, VM 2063, PID AR7934 *DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) PROP. BOARDWALK - EASTERN SEGMENT PROP. PEDESTRIAN BRIDGE PROP. BOARDWALK APPROACH RAMP PROP. BOARDWALK APPROACH PATH - EAST PROP. MATCH LINE A STA 3+50 MEAN HIGH WATER (M.H.W.) - ELEV. 2.05 EXIST. WOODED AREA EXIST. WOODED AREA WOODED AREA HIGH TIDE LINE (HTL) = ELEV. 2.91 EXIST. GRADE - 5.15± PROP. BOARDWALK APPROACH PATH - EAST PROP. BOARDWALK APPROACH RAMP - EAST (TYP.) PROP. PEDESTRIAN BRIDGE EXISTING GRADE (TYP.) MATCH LINE STA 3+50 EXIST. TIDAL CREEK PROPOSED TOP OF BOARDWALK ELEV. EXISTING ELEV. CLEARANCE BETWEEN PROPOSED AND EXISTING ELEVATIONS MAJOR/ MINOR STATION PROP. BOARDWALK - EASTERN SEGMENT EXIST. TIDAL CREEK AS SHOWN EXIST. PROPERTY LINE 15' SIDEYARD SETBACK PI 6+73.7 PI 5+09.9 PI 4+28.7 PI 3+30.0 PI 2+80.1 2+002+503+003+5 0 4+0 0 4+50 5+00 5+50 6+00 6+507+007+508+004+29 3+3 0 2+80126°10.17[∆7.77]2+753+0010.17[∆7.97]10.17[∆8.10]3+2510.17[∆7.54]3+5010.17[∆7.37]3+754+0010.17[∆7.67]10.17[∆7.64]4+2510.17[∆7.43]4+5010.98[∆8.19]4+755+0011.85[∆9.20]11.85[∆9.41]5+2511.85[∆9.52]5+5011.85[∆9.43]5+756+0011.85[∆9.29]11.85[∆9.28]6+2511.85[∆9.13]6+5011.85[∆9.57]6+757+0011.85[∆9.62]11.85[∆9.44]7+2511.85[∆9.24]7+5011.85[∆9.10]7+758+0011.85[∆8.83]7.778.048.188.388.568.518.078.228.238.378.468.358.147.136.376.586.616.316.487.046.916.71UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 BOARDWALK - PROFILE - 2 S.1.3 MARSH PROP. BOARDWALK - CENTRAL SEGMENT PROP. OVERLOOK 1 CENTRAL SEGMENT OF BOARDWALK LOOP -- PLAN PROP. SLOPED BOARDWALK PROP. OVERLOOK 2 H.T.L. ELEV. = 2.91 H.T.L. ELEV. = 2.91 (TYP.) H.T.L. ELEV. = 2.91 (TYP.) MATCH LINE A - STA 3+50 MATCH LINE B - STA 8+00 MATCH LINE B - STA 8+00 MATCH LINE A - STA 3+10 MARSH WOODED AREA WOODED AREA MARSH PROP. BENCH NO. 1 PROP. BENCH NO. 2 PROP. BENCH NO. 3 PROP. BENCH NO. 4 PROP. BOARDWALK TRANSITION RAMP - EAST EXISTING GRADE (TYP.) EASTERN SEGMENT OF BOARDWALK LOOP - PROFILE/ELEVATION B SCALE: 1" = 20' - 0" PROP. BOARDWALK - EASTERN SEGMENT 0+75 10.17[Δ6.55]STATION LEGEND MINIMUM 1:1 CLEARANCE DATUM: HORIZONTAL: NAD83, VERTICAL: NAVD88 CRITICAL ELEVATIONS HIGH TIDE LINE (HTL) = ELEV. 2.91 MEAN HIGH WATER (MHW) = ELEV. 2.05 MEAN LOW WATER (MLW) = ELEV. -0.70 LOWEST ASTRONOMICAL TIDE (LAT) = ELEV. -0.98 Station ID: 8447605 Hyannis Port , Hyannis Harbor, VM 2063, PID AR7934 *DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) PROPOSED TOP OF BOARDWALK ELEV. EXISTING ELEV. CLEARANCE BETWEEN PROPOSED AND EXISTING ELEVATIONS MAJOR/ MINOR STATION AS SHOWN MLW - ELEV. -0.70 MHW - ELEV. 2.05 LAT - ELEV. -0.98 HTL - ELEV. 2.91 FLOOD ELEVATION ELEV. 13.00 PROP. BOARDWALK TRANSITION RAMP - EAST PROP. BOARDWALK - CENTRAL SEGMENT PROP. OVERLOOK NO.1 PROP. BENCH NO. 1PROP. BENCH NO. 2 PROP. OVERLOOK NO.1 PROP. BENCH NO. 3PROP. BENCH NO. 4 PI 12+15.8 PI 11+18.3 PI 8+59.1 PI 13+02.5 13 + 7 5 7+508+008+509+00 9+50 10+00 10+50 11+00 11 + 5 0 12 + 0 0 12+50 13+00 13 + 5 0 13 + 2 4 -5 0 10 20 30 8+0011.85[∆8.83]11.85[∆8.81]8+2511.85[∆8.95]8+5011.75[∆9.02]8+759+0010.81[∆8.02]10.17[∆7.25]9+2510.17[∆7.40]9+5010.17[∆7.62]9+7510+0010.17[∆7.39]10.17[∆7.16]10+2510.17[∆7.40]10+5010.17[∆7.61]10+7511+0010.17[∆7.78]10.17[∆7.61]11+2510.17[∆7.56]11+5010.17[∆7.97]11+7512+0010.17[∆8.05]10.17[∆8.18]12+2510.17[∆7.27]12+509.92[∆6.11]12+7513+008.20[∆3.55][∆]13+25[∆]13+5013+75 [∆]SALT MARSH LINE2.494.716.217.116.996.916.506.556.726.556.346.106.336.566.346.196.947.967.897.756.89UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 BOARDWALK - PROFILE - 3 S.1.4 PROP. BOARDWALK - WESTERN SEGMENT WESTERN SEGMENT OF BOARDWALK LOOP -- PLAN PROP. BOARDWALK APPROACH RAMP PROP. BOARDWALK APPROACH PATH - WEST PROP. OVERLOOK 3 PROP. BOARDWALK TRANSITION - WEST MATCH LINE B - STA 8+00 PROP. BENCH NO. 4 EXISTING GRADE PROP. BOARDWALK APPROACH RAMP - WEST PROP. BOARDWALK - WESTERN SEGMENT PROP. BOARDWALK APPROACH PATH - WEST EASTERN SEGMENT OF BOARDWALK LOOP - PROFILE/ELEVATION C SCALE: 1" = 20' - 0" 0+75 10.17[Δ6.55]STATION LEGEND MINIMUM 1:1 CLEARANCE DATUM: HORIZONTAL: NAD83, VERTICAL: NAVD88 CRITICAL ELEVATIONS HIGH TIDE LINE (HTL) = ELEV. 2.91 MEAN HIGH WATER (MHW) = ELEV. 2.05 MEAN LOW WATER (MLW) = ELEV. -0.70 LOWEST ASTRONOMICAL TIDE (LAT) = ELEV. -0.98 Station ID: 8447605 Hyannis Port , Hyannis Harbor, VM 2063, PID AR7934 *DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) PROPOSED TOP OF BOARDWALK ELEV. EXISTING ELEV. CLEARANCE BETWEEN PROPOSED AND EXISTING ELEVATIONS MAJOR/ MINOR STATION AS SHOWN PROP. BOARDWALK - TRANSITION WEST PROP.OVERLOOK 3 MATCH LINE B - STA 8+00 CL15' (TYPICAL SPAN)5' O.C. (TYP.)1'-4"O.C.1'-53 4" O.C.8'-4"(2) 2x12 TIMBERJOISTS2x6 TIMBER DECKING4x6 TIMBER POSTS6x12 BENT BEAM 2x12 TIMBERJOISTS1"1"OVERLAP ONE QUARTERTHE DISTANCE OFTYPICAL SPAN15' (TYPICAL SPAN)5' O.C. (TYP.)6x12 BENT BEAMGALV. PILE CAPGALV. HELICAL ANCHOR2x12 TIMBER JOISTS4x6 TIMBERPOST2x4 TIMBERRAIL2x8 TIMBERTOP RAILING2x6 TIMBER DECKING2x2 TIMBERPICKET4" MAX.CLEARANCEBOTTOM OF BOARDWALKFRAMING TO MARSH SURFACE6'-0" TYP. (1:1 RATIO)EXIST. MARSH,GRADE VARIES6'5°3'-6"2x8 TIMBER RAILING2x4 TIMBER RAILS2x6 TIMBERBOTTOM RAIL4x6 TIMBER POSTSGALV. BOLTS WITHNUT AND WASHER2x6 TIMBERDECKING6-3/4"x17-7/8"GLULAM BEAMSBOTTOM OF BOARDWALKFRAMING TO MARSH SURFACE6'-0" TYP. (1:1 RATIO)6x12 BENT BEAMGALV. PILE CAPGALV. HELICALANCHOR1" (TYP.)EXIST. MARSHGRADE VARIES2x2 TIMBER PICKETBOARDWALK -DETAILS - 1S.2.1BOARDWALK FRAMING PLAN (TYP.)SCALE: 34" = 1' - 0"MATERIAL NOTES:FRAMING TIMBER1.ALL TIMBER SHALL BE SAWN LUMBER, SURFACED FOUR SIDES (S4S) UNLESS OTHERWISE NOTED, ANDSHALL COMPLY WITH THE REQUIREMENTS OF ASSHTO M168.2.SAWN LUMBER SHALL BE PRESSURE TREATED WITH ACQ CONFORMING TO AWPA STANDARD U1. ALLMEMBERS SHALL BE FABRICATED BEFORE TREATMENT AND DRIED TO A MOISTURE CONTENT OF 19PERCENT OR LESS AFTER TREATMENT.3.ALL TIMBER SHALL BE PREDRILLED PRIOR TO TREATMENT.4.BENT CAPS, JOISTS, BLOCKING, AND SPACERS SHALL BE SOUTHERN PINE, GRADE NO. 1 OR GREATER.5.ALL TIMBER SHALL BE PRECISION END TRIMMED TO LENGTH WITH 14" UNDER LENGTH AND NO OVERLENGTH TOLERANCE PERMITTED.6.ALL TREATED TIMBER THAT IS FIELD CUT, BORED THRU, DRILLED INTO OR DAMAGED SHALL BE TREATEDAS OUTLINED IN AWPA STANDARD M4 WHICH REQUIRES THAT ALL CUTS, HOLES, OR INJURIES TO TREATEDWOOD BE PROTECTED BY BRUSHING, SPRAYING, DIPPING, OR SOAKING IN APPROVED PRESERVATIVE.7.ALL BOLTS AND LAG SCREWS SHALL BE STAINLESS STEEL ASTM F593 GRADE 316, UNLESS OTHERWISENOTED.8.ALL HARDWARE SHALL BE STAINLESS STEEL GRADE 316.9.CONSTRUCTION REQUIREMENTS SHALL CONFORM TO STATE SPECIFICATIONS. ALL TIMBER SHALL BE CUTTO LENGTH AD DRESSED TO SIZE REQUIRED PRIOR TO TREATMENT.10.TIMBER WHICH AT THE DISCRETION OF THE ENGINEER IS SEVERELY WARPED, BOWED, SPLIT, ORSPLINTERED SHALL NOT BE INCORPORATED IN THE WORK.11.TIMBER RAIL POSTS SHALL BE SET VERTICAL IN THE FIELD.12.HORIZONTAL TIMBER RAILS SHALL BE ATTACHED PARALLEL TO THE ACTUAL SLOPE OF DECK.13.RAILS SHALL BE CONTINUOUS OVER TWO POSTS SPACING (MINIMUM).DECKING TIMBER14.DECKING AND TOP RAIL TIMBER SHALL BE IPE.HIGH TIDE LINE (HTL) - ELEV. 2.91MEAN HIGH WATER (MHW) - ELEV. 2.05MEAN LOW WATER (MLW)ELEV. -0.70MEAN LOW LOW WATER (MLLW)ELEV. -0.98FEMA FLOOD ELEVATION - ELEV. 13.000BOARDWALK - TYPICAL ELEVATIONSCALE: 1/2" = 1' - 0"HIGH TIDE LINE (HTL) - ELEV. 2.91MEAN HIGH WATER (MHW) - ELEV. 2.05MEAN LOW WATER (MLW)ELEV. -0.70MEAN LOW LOW WATER (MLLW)ELEV. -0.98FEMA FLOOD ELEVATION - ELEV. 13.000PEDESTRIAN BRIDGE - SECTION A @ SOUTH PIER BENTSCALE: 1/4" = 1' - 0"UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALZONING BOARD OF APPEALSELEVATED BOARDWALK LOOPREGISTERED PROFESSIONAL1/31/2023 36'-712"36'5'-2"5'-2"5'-2"5'5'-2"5'-2"5'-2"6'-634"1'-334" O.C.(TYP.)6'6-3/4"x17-7/8"GLULAM BEAMS6x12 BENT BEAM4x4 TIMBERPOSTS (TYP.)PROP. PEDESTRIAN BRIDGE - 36'± SPAN5'-2"5'-2"5'-2"5'5'-2"5'-2"5'-2"6-3/4"x17-7/8" GLULAMBEAMS6x12 BENT BEAMBLOCKING AS REQUIRED6'+LIMIT OF SALT MARSH EXIST. TIDAL CREEKGALV. HELICAL ANCHOR(TYP.)PROP. BOARDWALKPROP. BOARDWALKEXIST. GRADEVARIESBOARDWALK -DETAILS - 2 -PEDESTRIANBRIDGES.2.2PEDESTRIAN BRIDGE - PLANSCALE: 12" = 1' - 0"HIGH TIDE LINE (HTL) - ELEV. 2.91MEAN HIGH WATER (MHW) - ELEV. 2.05MEAN LOW WATER (MLW)ELEV. -0.70MEAN LOW LOW WATER (MLLW)ELEV. -0.98FEMA FLOOD ELEVATION - ELEV. 13.000PEDESTRIAN BRIDGE - ELEVATIONSCALE: 1/2" = 1' - 0"AUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALZONING BOARD OF APPEALSELEVATED BOARDWALK LOOPREGISTERED PROFESSIONAL1/31/2023 7'1'-7"2'1'-4"1'-11 " 3'-6"2x6 TIMBERBENCH SLATS4x4 TIMBER POSTSGALV. THRU BOLTSWITH NUT AND WASHER2x12 TIMBER JOISTS6x12 BENT BEAMGALV. PILE CAPGALV. HELICAL ANCHORGALV. METAL BRACKETEXIST. MARSHGRADE VARIESBOTTOM OF BOARDWALK FRAMINGTO MARSH SURFACE7'-0" TYP. (1:1 RATIO)6' DECKING5°1"1'-5"3'-6"2x8 TIMBERTOP RAILING2x4 TIMBER RAIL2x6 TIMBER RAIL4x6 TIMBER POSTGALV. BOLTS WITHNUT AND WASHER2x6 TIMBERDECKING2x12 TIMBER JOISTS6x12 BENT BEAM2x2 TIMBER PICKETHANDRAIL(TYP.)18"-20" HT. 34"-36" HT.BLOCKING ASREQUIRED112" MIN.312" MAX.6' DECKING5°1"1'-5"3'-6"2x8 TIMBERTOP RAILING2x4 TIMBER RAIL2x6 TIMBER RAIL4x6 TIMBER POSTGALV. BOLTS WITHNUT AND WASHER2x6 TIMBERDECKING2x12 TIMBER JOISTS6x12 BENT BEAMGALV. PILE CAPGALV. HELICAL ANCHORBOTTOM OF BOARDWALKFRAMING TO MARSH SURFACE6'-0" TYP. (1:1 RATIO)EXIST. MARSHGRADE VARIES2x2 TIMBER PICKETBOARDWALK SECTION AT RAMP (TYP.)SCALE: 34" = 1' - 0"BOARDWALK -DETAILS - 3S.2.3BOARDWALK BENCH - SECTION (TYP.)SCALE: 34" = 1' - 0"HIGH TIDE LINE (HTL) - ELEV. 2.91MEAN HIGH WATER (MHW) - ELEV. 2.05MEAN LOW WATER (MLW)ELEV. -0.70MEAN LOW LOW WATER (MLLW)ELEV. -0.98FEMA FLOOD ELEVATION - ELEV. 13.000BOARDWALK - TYPICAL SECTIONSCALE: 1/2" = 1' - 0"UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALZONING BOARD OF APPEALSELEVATED BOARDWALK LOOPREGISTERED PROFESSIONAL1/31/2023 CL1'-2" O.C.1"1" 1'-11 4"1'-11 4"5'-234"7'-53 4"1'-3"1'-3"11'-834"1'-512"CL6x12 BENT BEAM(2) 2x12TIMBERJOISTS2x6 TIMBER DECKING4x6 TIMBER POSTS(2) 2x12TIMBERJOISTS 2x12TIMBERJOISTSSIGN FACE3'RAILING POSTRAILING POSTBOARDWALKBOARDWALK1-1/2" SQUARE STEELTUBE FRAME WITHSUPPORT BRACKETSSEEENLARGEMENTDETAIL3'-6"GRAPHIC PANEL ON BOARDWALK30°4"GRAPHIC PANEL MOUNTING DETAILGRAPHIC PANEL MOUNTEDTO METAL SUPPORT112"x112" METALSUPPORT FRAMETAMPER PROOF FASTENERSTO SECURE FRAME1'- 4 "POSTRAILING CAP5°42"214"3" O.C.(TYP.)214"PEDESTRIAN RAILING SYSTEM - SECTIONSCALE: 112" = 1' - 0"WATER SIDELAND SIDE134"2x8 TIMBER TOP RAILING4x6 TIMBER POSTSBOLTS WITH NUTAND WASHER2x6 WOODDECKING14" CABLE 3" O.C. (TYP.)716" DIA. HOLE IN WEB FOR38" THREADED ROD (TYP.)ADJUSTABLE-A-BODYTHREADED BOLT6'3'-6"2'1'-2"O.C.1'-314"EXIST. MARSHGRADE VARIESBOTTOM OF BOARDWALKFRAMING TO MARSH SURFACE8'-0" TYP. (1:1 RATIO)1'-314"BOARDWALK OVERLOOK FRAMING PLANSCALE: 1" = 1' - 0"BOARDWALK -DETAILS - 4S.2.4HIGH TIDE LINE (HTL) - ELEV. 2.91MEAN HIGH WATER (MHW) - ELEV. 2.05MEAN LOW WATER (MLW)ELEV. -0.70MEAN LOW LOW WATER (MLLW)ELEV. -0.98FEMA FLOOD ELEVATION - ELEV. 13.000BOARDWALK OVERLOOK - TYPICAL SECTIONSCALE: 1/2" = 1' - 0"NOTE:1.SEE PLANS FOR OVERLOOK LOCATIONSUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALZONING BOARD OF APPEALSELEVATED BOARDWALK LOOPREGISTERED PROFESSIONAL1/31/2023 6' MIN. CLEARSALT MARSHLINE 15' RUN 1:12 BOARDWALK APPROACH RAMPLANDINGVARIES30' RUN 1:12 BOARDWALK APPROACH RAMP1:20 BOARDWALK APPROACH PATHBOARDWALKMEETEXIST.GRADE1.5%EXIST. GRADEBOULDERS TORETAIN GRADECONC.ABUTMENTCONC. ABUTMENTSTABILIZED EARTHPATH 1:20 MAXBOARDWALKEXIST. GRADE1'1'5'-3"1 12" CRUSHED STONE6"1'-9"GEOTEXTILESEPARATION FABRICSET BOULDERS TO RETAINPATHWAY AT BOARDWALKAPPROACH. SET LARGE BOULDERS,INFILL, AND CHINK TO RETAIN FILL3'1'1'#5 @ 12" E.W.#4 @ 12" E.W.#4 @ 18" E.W., T&B4'-3"6' MIN. PATH CLEARANCE12" MIN.STABILIZEDAGGREGATE PATHLANDSCAPE BOULDERWALL - TYPE 234" CRUSHED STONEBEDDING (TYP.)LOAM POCKET FORPLANTING (TYP.)EXIST. GRADEGEOTEXTILESEPARATION FABRICSANDY LOAM FILL6' 9'-3"30' RUN 1:12 BOARDWALK APPROACH RAMPLANDINGVARIES15' RUN 1:12 BOARDWALK APPROACH RAMP1:20 BOARDWALK APPROACH PATHHANDRAIL (TYP.)BOARDWALK APPROACH - SECTION / ELEVATIONSCALE: 1" = 4' - 0"BOARDWALK ABUTMENT (TYP.)SCALE: 1" = 1' - 0"SECTION AT BOARDWALK APPROACH PATHSCALE: 1" = 1' - 0"BOARDWALK -DETAILS - 5S.2.5BOARDWALK APPROACH - PLANSCALE: 1" = 4' - 0"UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALZONING BOARD OF APPEALSELEVATED BOARDWALK LOOPREGISTERED PROFESSIONAL1/31/2023 126°ACCENT MODULE - 1 ACCENT MODULE - 2 ACCENT MODULE - 3 LS 2 ECP 1 AS 3 LS 2 ECP 1 AS 3 RH 3 ED 5 LC 3 AD 1 LC 3 PFA 2 DP 3 GP 9 ACCENT MODULE - 4 PS 1 RT 1 IO 1 MG 1 RT 1 OVERALL PLANTING PLAN L.1.1 PLANTING DETAIL AREA - 10 MASTER PLANT SCHEDULE LANDSCAPE/PLANTING NOTES: 1.ALL CLEARING OPERATIONS SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND THE PROJECT LANDSCAPE ARCHITECT. MARK/STAKE OUT LAY-OUT OF WALKWAYS ETC. FOR REVIEW AND APPROVAL. MARK/STAKE-OUT LIMITS OF CLEARING FOR REVIEW AND APPROVAL. ADJUST WHEN DIRECTED TO AVOID TREES NOTED TO BE SIGNIFICANT. NO CLEARING WORK WILL BE ALLOWED WITHOUT PRIOR APPROVAL. 2. THE CONTRACTOR SHALL RECEIVE APPROVAL ON ALL FINISH GRADES PRIOR TO LAYOUT OF ANY PLANT MATERIAL. 3.THE CONTRACTOR SHALL CONVENE A MANDATORY PRE-PLANTING INSTALLATION MEETING ON SITE CONSISTING OF THE SITE EARTHWORK CONTRACTOR, THE LANDSCAPE CONTRACTOR THE OWNER'S REPRESENTATIVE(S) AND THE PROJECT LANDSCAPE ARCHITECT. MEETING SHALL BE HELD A MINIMUM OF 48 HOURS BEFORE ANTICIPATED START OF WORK. 4.ALL PLANTS SHALL BE ORGANIZED AND LAID OUT PER INSTALLATION SEQUENCE. PLANTS SHALL BE LAID OUT BY AREA OF WORK ABLE TO BE FULLY INSTALLED WITHIN A 2-3-DAY TIME FRAME. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO STAT OF WORK. PLANT LAYOUT IS SUBJECT TO CHANGE BASED ON A VARIETY OF FACTORS INCLUDING PLANT AVAILABILITY AND SITE CONDITIONS ETC. FIELD ADJUSTMENTS TO PLANT PLACEMENT WILL BE MADE BY THE PROJECT LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 5.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND THE PROJECT LANDSCAPE ARCHITECT TO FINALIZE PLACEMENT OF THE SUPPLEMENTAL PLANT ACCENT MODULES #1-#4 AS SHOWN WITHIN THE PLANTING DETAIL AREAS. LAYOUT WILL BE FINALIZED IN THE FIELD BASED-ON ON THE GROUND CONDITIONS AND PLANT MATERIAL PLANTED AT THE QUANTITIES INDICATED BY MODULE. UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AWG AWG REGISTERED PROFESSIONAL 100 SCALE IN FEET: 1"=50' 50050 ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 * * A A AA A A B B B B B B C C C C C C C A B C C C A B B126°MODULE 10-A 20' MODULE 10-B 20' MODULE 10-C 20' CA 1 OR 3 IG 1 OR 3 OR 3 KAPL 3 IG 1 KL 1 IVS 1 OC 3 VD 1 OC 3 VCO 1 VA 3 AV 3 OR 3 LB 1 VA 2 IVJD 3 STABILIZED AGGREGATE PATH STABILIZED AGGREGATE PATH STABILIZED AGGREGATE PATH ACCENT MODULE - 3 PFA 2 DP 3 GP 9 PLANTING DETAIL AREA - 10 L.1.2 PLANTING DETAIL AREA 10 SCALE: 1" = 50'-0" PLANTING DETAIL AREA 10 - MODULES SCALE: 1" = 5'-0" CR 1 JV1 1 JV1 1 QB 1 JV1 1 IO 1 QB 1 QB 1 JV1 1 JV1 1 JV1 1 JV2 1 JV2 2 SEED MIX - TYPE A MAINTAINED GRASS AREA SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES SEED MIX - TYPE D LOGGING ROAD MIX SEED MIX - TYPE E ROADSIDE WET MEADOW MIX SEED TYPE LEGEND JV2 2 JV2 1 PS1 3 JV2 1 VCO 2 AC 1 KL 2 VCO 3 KL 2 QB 1 VCO 3 AC 1 LL 1 JV2 1 QTY. 5 EXIST. MARSH EXIST. WOODED AREA EXIST. WOODED AREA NOTE: FINAL PLACEMENT OF PLANTINGS WITHIN THE SALT MARSH SHALL BE DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT BASED ON FIELD CONDITIONS OBSERVED UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AS SHOWN AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023 KNOT GUY WEBBING DO NOT CUT LEADER TREE PER PLAN REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) GUY WEBBING ATTACHED NO HIGHER THAN 12 AND NO LOWER THAN 13 THE HEIGHT OF THE TREE TAPER MULCH AWAY FROM TRUNK 3" MULCH TO LIMIT SHOWN ON PLAN MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE PLANT WITH TREE'S ROOT COLLAR 2" ABOVE FINISHED GRADE CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 13 OF ROOTBALL EX. GROUND REMOVE ALL NURSERY PROTECTION DEVICES PRIOR TO PLANTING BACKFILL COMPACTED TO 85% SEE PLAN FOR LIMITS OF MULCH 3-2"x2" HARDWOOD STAKES. DRIVE 3' INTO GROUND OUTSIDE OF ROOTBALL ROOTBALL ON UNDISTURBED SUBGRADE NOTE: AFTER THE GUARANTEE PERIOD THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF STAKES AND GUY WEBBING. GUYING DETAIL NTS DECIDUOUS TREE STAKING & PLANTING KNOT GUY WEBBING GUYING DETAIL NTS DO NOT CUT LEADER TREE PER PLAN REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) GUY WEBBING ATTACHED NO HIGHER THAN 12 AND NO LOWER THAN 13 THE HEIGHT OF THE TREE TAPER MULCH AWAY FROM TRUNK 3" MULCH TO LIMIT SHOWN ON PLAN MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE PLANT WITH TREE'S ROOT COLLAR 2" ABOVE FINISHED GRADE CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 13 OF ROOTBALL EX. GROUND REMOVE ALL NURSERY PROTECTION DEVICES PRIOR TO PLANTING BACKFILL COMPACTED TO 85% SEE PLAN FOR LIMITS OF MULCH 3-2"x2" HARDWOOD STAKES. DRIVE 3' INTO GROUND OUTSIDE OF ROOTBALL ROOTBALL ON UNDISTURBED SUBGRADE NOTE: AFTER THE GUARANTEE PERIOD THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF STAKES AND GUY WEBBING. EVERGREEN TREE STAKING & PLANTING GUYING DETAIL NTSSLOPE NOTE: SLOPE PLANTING STAKES SHALL BE PLACED PARALLEL TO SLOPE. DO NOT CUT LEADER TREE PER PLAN REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) TAPER MULCH AWAY FROM TRUNK MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE PLANT WITH TREE'S ROOT COLLAR 2" ABOVE FINISHED GRADE CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 13 OF ROOTBALL EX. GROUND 3" MULCH REMOVE ALL NURSERY PROTECTION DEVICES PRIOR TO PLANTING BACKFILL COMPACTED TO 85% ROOTBALL ON UNDISTURBED SUBGRADE TAPER SLOPE TO MATCH EX. GROUND EVERGREEN TREE PLANTING ON SLOPE EX. G R O U N D KNOT GUY WEBBING DO NOT CUT LEADER TREE PER PLAN REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) TAPER MULCH AWAY FROM TRUNK MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE PLANT WITH TREE'S ROOT COLLAR 2" ABOVE FINISHED GRADE CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 13 OF ROOTBALL EX. GROUND 3" MULCH GUYING DETAIL NTSSLOPE REMOVE ALL NURSERY PROTECTION DEVICES PRIOR TO PLANTING BACKFILL COMPACTED TO 85% ROOTBALL ON UNDISTURBED SUBGRADE TAPER SLOPE TO MATCH EX. GROUND NOTE: SLOPE PLANTING STAKES SHALL BE PLACED PARALLEL TO SLOPE. DECIDUOUS TREE PLANTING ON SLOPE EX. G R O U N D KNOT GUY WEBBING KNOT GUY WEBBING TREE PER PLAN REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) GUY WEBBING ATTACHED NO HIGHER THAN 12 AND NO LOWER THAN 13 THE HEIGHT OF THE TREE TAPER MULCH AWAY FROM TRUNK 3" MULCH TO LIMIT SHOWN ON PLAN MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE PLANT WITH TREE'S ROOT COLLAR 2" ABOVE FINISHED GRADE CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 13 OF ROOTBALL EX. GROUND REMOVE ALL NURSERY PROTECTION DEVICES PRIOR TO PLANTING BACKFILL COMPACTED TO 85% SEE PLAN FOR LIMITS OF MULCH 3-2"x2" HARDWOOD STAKES. DRIVE 3' INTO GROUND OUTSIDE OF ROOTBALL ROOTBALL ON UNDISTURBED SUBGRADE NOTE: AFTER THE GUARANTEE PERIOD THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF STAKES AND GUY WEBBING. GUYING DETAIL NTS MULTI-STEM TREE STAKING & PLANTING PROVIDE 6" MIN. GOOD QUALITY FERTILE LOAM OR REUSE EX. AND PROVIDE ADDITIONAL LOAM AS REQUIRED FOR MIN. 6" DEPTH SANDY LOAM FILL AS REQUIRED TO RAISE GRADE OR COMPACTED EXISTING SUBGRADE LOAM AND SEEDL+S GRASS SEED - SEE NOTES FOR SEED MIX TYPE PRUNE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) TAPER MULCH AWAY FROM TRUNK 3" MULCH TO LIMIT SHOWN ON PLAN MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE PLANT WITH SHRUB'S ROOT COLLAR 2" ABOVE FINISH GRADE CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 13 OF ROOLBALL. FOLD UNDER , SO AS NOT TO EXPOSE ABOVE GRADE SHRUB PER PLAN BACKFILL COMPACTED TO 85% SEE PLAN FOR LIMITS OF MULCH ROOTBALL ON UNDISTURBED SUBGRADE EX. GROUND SHRUB PLANTING 2" MULCH TO LIMIT SHOWN ON PLAN MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE PLANT PERENNIAL AT DEPTH EQUAL TO THAT WHICH THE PLANT WAS GROWN IN THE NURSERY EX. GROUND PERENNIAL PER PLAN TAPER MULCH AWAY FROM TRUNK SEE PLAN FOR LIMITS OF MULCH BACKFILL COMPACTED TO 85% GENTLY HAND LOOSEN SOIL FROM AROUND ROOTBALL WITHOUT SEVERING MAIN ROOTS SPREAD ROOTS OVER UNDISTURBED SUBGRADE PERENNIALS & GRASSES PLANTING REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) TAPER MULCH AWAY FROM TRUNK 3" MULCH MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISH GRADE EX. GROUND PLANT WITH SHRUB'S ROOT COLLAR 2" ABOVE FINISH GRADE SHRUB PER PLAN TAPER SLOPE TO MATCH EX. GRADE CUT AND REMOVE BURLAP FROM TOP 13 OF ROOTBALL BACKFILL COMPACTED TO 85% ROOTBALL ON UNDISTURBED SUBGRADE SHRUB PLANTING ON SLOPE EX. G R O U N D RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP AND).VARIES AS PER LOADING REQUIREMENTS -COMPACTED SANDY GRAVEL ROAD BASE 95% MODIFIED PROCTOR DENSITY -6 INCHES TO 12 INCHES (DEPTH OF BASE COURSE TO BE DETERMINED BY ON-SITE ENGINEER) -SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION TOP OF GRASS ROOT MASS 6MM (1 4") ABOVE TOP OF RING GRASS PAVE 2 ATTACH WITH SNAP-FIT FASTENERS RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP AND) COMPACTED SANDY GRAVEL BASE COURSE - SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION ENLARGEMENT HYDROGROW MIX BELOW RING - SUPPLIED FREE BY MANUFACTURER RT REINFORCED TURFGRASS PLANTING DETAILS - 1 L.2.1 UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION SHEET NO. SCALE DATE DESIGNED BY: 10056 CHECKED BY: BETA JOB NO.: ISSUE DATE: DRAWN BY: REVISIONSNO. TITLE PROJECT PREPARED BY West Yarmouth, MA YARMOUTH RIVERWALK PARK AKP/ALG For Review Only AS SHOWN AWG AWG REGISTERED PROFESSIONAL ZONING BOARD OF APPEALS ELEVATED BOARDWALK LOOP REGISTERED PROFESSIONAL 1/31/2023